KV6891 ***********************************************************************
KV6891  DESIGNATION -  14 D 1
KV6891  PID         -  KV6891
KV6891  STATE/COUNTY-  NJ/MORRIS
KV6891  USGS QUAD   -  CHATHAM (1981)
KV6891
KV6891                         *CURRENT SURVEY CONTROL
KV6891  ___________________________________________________________________
KV6891* NAD 83(1996)-  40 41 29.57511(N)    074 28 17.95437(W)     ADJUSTED
KV6891* NAVD 88     -        71.8    (meters)     236.     (feet)  GPS OBS
KV6891  ___________________________________________________________________
KV6891  X           -   1,296,550.373 (meters)                     COMP
KV6891  Y           -  -4,666,243.850 (meters)                     COMP
KV6891  Z           -   4,136,536.474 (meters)                     COMP
KV6891  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
KV6891  ELLIP HEIGHT-          38.83  (meters)                     GPS OBS
KV6891  GEOID HEIGHT-         -32.95  (meters)                     GEOID99
KV6891
KV6891  HORZ ORDER  -  FIRST
KV6891  ELLP ORDER  -  FOURTH    CLASS I
KV6891
KV6891.The horizontal coordinates were established by GPS observations
KV6891.and adjusted by the National Geodetic Survey in May 1999.
KV6891
KV6891.The orthometric height was determined by GPS observations and a
KV6891.high-resolution geoid model.
KV6891
KV6891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
KV6891
KV6891.The Laplace correction was computed from DEFLEC99 derived deflections.
KV6891
KV6891.The ellipsoidal height was determined by GPS observations
KV6891.and is referenced to NAD 83.
KV6891
KV6891.The geoid height was determined by GEOID99.
KV6891
KV6891;                    North         East     Units   Scale      Converg.
KV6891;SPC NJ       -   206,297.567   152,395.740   MT  0.99990007 +0 01 06.5
KV6891;UTM  18      - 4,504,651.152   544,641.307   MT  0.99962453 +0 20 40.1
KV6891
KV6891                          SUPERSEDED SURVEY CONTROL
KV6891
KV6891  NAD 83(1996)-  40 41 29.57422(N)    074 28 17.95538(W) AD(       ) 1
KV6891  NAD 83(1986)-  40 41 29.57428(N)    074 28 17.95611(W) AD(       ) 1
KV6891
KV6891.Superseded values are not recommended for survey control.
KV6891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
KV6891.See file dsdata.txt to determine how the superseded data were derived.
KV6891
KV6891_MARKER: DD = SURVEY DISK
KV6891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
KV6891_STAMPING: 14 D 1 1992
KV6891_MAGNETIC: N = NO MAGNETIC MATERIAL
KV6891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
KV6891+STABILITY: SURFACE MOTION
KV6891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
KV6891+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1993
KV6891
KV6891  HISTORY     - Date     Condition        Recov. By
KV6891  HISTORY     - 1992     MONUMENTED       NJGS
KV6891  HISTORY     - 19930121 GOOD
KV6891
KV6891                          STATION DESCRIPTION
KV6891
KV6891''DESCRIBED BY NEW JERSEY GEODETIC SURVEY 1992
KV6891''THE STATION IS LOCATED IN PASSAIC TOWNSHIP ON THE WEST SIDE OF NEW
KV6891''VERNON ROAD.  TO REACH THE STATION FROM THE INTERSECTION OF
KV6891''INTERSTATE HIGHWAY 78 AND HILLCREST ROAD, COUNTY ROAD 531, AT
KV6891''INTERCHANGE 40, GO NORTH ON HILLCREST ROAD FOR 1.05 MI (1.69 KM) TO
KV6891''THE CROSSROADS INTERSECTION WITH COUNTY ROAD 622.  BEAR TO THE LEFT
KV6891''AND CONTINUE NORTH ON HILLCREST ROAD FOR 0.75 MI (1.21 KM) TO THE
KV6891''CROSSROADS INTERSECTION WITH VALLEY ROAD, COUNTY ROAD 512, TO THE
KV6891''EAST AND WEST AND MOUNTAIN AVENUE, COUNTY ROAD 638 TO THE NORTH.  GO
KV6891''NORTH ON COUNTY ROAD 638 FOR 1.25 MI (2.01 KM) TO THE CROSSROADS
KV6891''JUNCTION WITH MEYERSVILLE ROAD AND LONG HILL ROAD.  GO NORTHEAST
KV6891''UPHILL ON MEYERSVILLE ROAD FOR 0.75 MI (1.21 KM) TO THE CROSSROADS
KV6891''JUNCTION WITH NEW VERNON ROAD, MEYERSVILLE ROAD AND HICKORY TAVERN
KV6891''ROAD AT MEYERSVILLE.  TURN LEFT AND GO NORTH ON NEW VERNON ROAD FOR
KV6891''0.10 MI (0.16 KM) TO A BASEBALL FIELD ON THE LEFT.  TURN LEFT AND GO
KV6891''WEST ON AN ASPHALT PAVED DRIVE FOR 31 M (101.71 FT) TO THE STATION
KV6891''AHEAD, JUST WEST OF A 4 FT (1.22 M) HIGH CHAIN LINK FENCE SURROUNDING
KV6891''THE BASEBALL FIELD AND SOUTHEAST OF A SET OF METAL BLEACHERS ALONG
KV6891''THE THIRD BASE LINE.  THE STATION IS 17.3 M (56.76 FT) NORTH
KV6891''NORTHEAST FROM A 40 FT (12.19 M) HIGH WOOD POLE WITH LIGHTS ATTACHED
KV6891''ALONG THE LEFT FIELD LINE, 7.7 M (25.26 FT) SOUTHEAST FROM THE SOUTH
KV6891''POST OF A 6 FT (1.83 M) HIGH CHAIN LINK FENCE ALONG THE THIRD BASE
KV6891''INFIELD LINE, 12.2 M (40.03 FT) EAST NORTHEAST FROM THIRD BASE, 10.2
KV6891''M (33.46 FT) SOUTH SOUTHEAST FROM A 40 FT (12.19 M) HIGH WOOD POLE
KV6891''WITH LIGHTS ATTACHED, EAST OF AND IN LINE WITH THE SOUTH END OF THE
KV6891''BACKSTOP CAGE ALONG THE THIRD INFIELD LINE, 12.0 M (39.37 FT) SOUTH
KV6891''SOUTHWEST FROM GUY POLE NUMBER JC 3535P CT, 1.95 M (6.40 FT) SOUTH
KV6891''SOUTHEAST FROM THE SOUTHEAST CORNER OF THE METAL BLEACHERS, 1.60 M
KV6891''(5.25 FT) WEST FROM A 4 FT (1.22 M) HIGH CHAIN LINK FENCE AND 5.0 M
KV6891''(16.40 FT) NORTHEAST FROM THE CENTERLINE OF A GATE FOR VEHICULAR
KV6891''ENTRANCE TO THE FIELD.  THE STATION IS SET FLUSH WITH THE GROUND.
KV6891
KV6891                          STATION RECOVERY (1993)
KV6891
KV6891''RECOVERED 1993
KV6891''RECOVERED IN GOOD CONDITION.