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-         -29.64  (meters)                     GEOID99
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HE1060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)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 GEOID99.
HE1060
HE1060;                    North         East     Units   Scale      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:                Primary Azimuth Mark                     Grid Az
HE1060:SPC KS S     -  LOWELL AZ MK                             279 58 43.0
HE1060:UTM  15      -  LOWELL AZ MK                             283 20 17.3
HE1060
HE1060|---------------------------------------------------------------------|
HE1060| PID    Reference Object                     Distance      Geod. Az  |
HE1060|                                                           dddmmss.s |
HE1060|        LOWELL RM 1                          15.111 METERS 09559     |
HE1060|        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|        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HE1060                          SUPERSEDED SURVEY CONTROL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     -       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_MARKER: DS = TRIANGULATION STATION DISK
HE1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
HE1060
HE1060  HISTORY     - Date     Condition        Recov. 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.