JU3261 ***********************************************************************
JU3261  CBN         -  This is a Cooperative Base Network Control Station.
JU3261  DESIGNATION -  ACTON 2
JU3261  PID         -  JU3261
JU3261  STATE/COUNTY-  NJ/SALEM
JU3261  USGS QUAD   -  PENNS GROVE (1995)
JU3261
JU3261                         *CURRENT SURVEY CONTROL
JU3261  ___________________________________________________________________
JU3261* NAD 83(1996)-  39 38 12.03106(N)    075 22 58.42755(W)     ADJUSTED
JU3261* NAVD 88     -        26.1    (meters)      86.     (feet)  GPS OBS
JU3261  ___________________________________________________________________
JU3261  X           -   1,241,232.520 (meters)                     COMP
JU3261  Y           -  -4,759,340.289 (meters)                     COMP
JU3261  Z           -   4,046,996.434 (meters)                     COMP
JU3261  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
JU3261  ELLIP HEIGHT-          -7.25  (meters)                     GPS OBS
JU3261  GEOID HEIGHT-         -33.38  (meters)                     GEOID99
JU3261
JU3261  HORZ ORDER  -  B
JU3261  ELLP ORDER  -  FIRST     CLASS I
JU3261
JU3261.The horizontal coordinates were established by GPS observations
JU3261.and adjusted by the National Geodetic Survey in July 1997.
JU3261
JU3261.The orthometric height was determined by GPS observations and a
JU3261.high-resolution geoid model.
JU3261
JU3261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
JU3261
JU3261.The Laplace correction was computed from DEFLEC99 derived deflections.
JU3261
JU3261.The ellipsoidal height was determined by GPS observations
JU3261.and is referenced to NAD 83.
JU3261
JU3261.The geoid height was determined by GEOID99.
JU3261
JU3261;                    North         East     Units   Scale      Converg.
JU3261;SPC NJ       -    89,550.582    74,215.014   MT  0.99997069 -0 33 47.7
JU3261;UTM  18      - 4,387,503.033   467,143.458   MT  0.99961329 -0 14 39.3
JU3261
JU3261:                Primary Azimuth Mark                     Grid Az
JU3261:SPC NJ       -  BURDEN 2                                 179 47 04.0
JU3261:UTM  18      -  BURDEN 2                                 179 27 55.6
JU3261
JU3261|---------------------------------------------------------------------|
JU3261| PID    Reference Object                     Distance      Geod. Az  |
JU3261|                                                           dddmmss.s |
JU3261| JU3238 WOODSTOWN MUNICIPAL STANDPIPE       APPROX. 5.6 KM 0645941.7 |
JU3261|        ACTON 2 RM 1                         36.887 METERS 09504     |
JU3261| JU3244 BURDEN 2                            APPROX.11.8 KM 1791316.3 |
JU3261| JU3254 SALEM MUNICIPAL STANDPIPE           APPROX.10.1 KM 2250512.2 |
JU3261| JU3248 SALEM MANNINGTON MILLS TANK         APPROX. 8.8 KM 2252750.3 |
JU3261| JU3253 SALEM FIRST PRESB CH SPIRE          APPROX.10.0 KM 2253109.6 |
JU3261| JU3250 SALEM GAYNER GLASS CO TANK          APPROX.10.6 KM 2295537.1 |
JU3261| JU3793 LISTON REAR RANGE LIGHT             APPROX.25.4 KM 2402854.5 |
JU3261| JU3709 NEW CASTLE EMMANUEL PE CHURCH       APPROX.15.7 KM 2795335.3 |
JU3261| JU3720 NEW CASTLE AIRPORT AWY BCN 65       APPROX.17.9 KM 2795835.2 |
JU3261|        ACTON 2 AZ MK                                      2824403.5 |
JU3261| JU3673 DELAWARE STATE HOSP TALLER TK       APPROX.18.0 KM 2923954.8 |
JU3261| JU3678 AIRWAY BEACON 66A                   APPROX.14.6 KM 3002601.0 |
JU3261| JU3692 BELLEVUE REAR RANGE LIGHT           APPROX.14.8 KM 3084607.4 |
JU3261| JU3688 CHRISTINA RIVER N ENT LIGHT         APPROX.14.3 KM 3095850.3 |
JU3261| JU3260 ACTON 2 RM 2                         34.105 METERS 31045     |
JU3261|---------------------------------------------------------------------|
JU3261
JU3261                          SUPERSEDED SURVEY CONTROL
JU3261
JU3261  NAD 83(1992)-  39 38 12.03053(N)    075 22 58.42760(W) AD(       ) B
JU3261  ELLIP HT    -          -7.31  (m)                      GP(       ) 4 1
JU3261  NAD 83(1991)-  39 38 12.02677(N)    075 22 58.42670(W) AD(       ) 1
JU3261  ELLIP HT    -          -7.33  (m)                      GP(       ) 4 1
JU3261  NAD 83(1986)-  39 38 12.02092(N)    075 22 58.43458(W) AD(       ) 1
JU3261  NAD 27      -  39 38 11.61900(N)    075 22 59.74000(W) AD(       ) 1
JU3261  NGVD 29     -        26.4    (m)           87.     (f) GPS OBS
JU3261
JU3261.Superseded values are not recommended for survey control.
JU3261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
JU3261.See file dsdata.txt to determine how the superseded data were derived.
JU3261
JU3261_MARKER: DS = TRIANGULATION STATION DISK
JU3261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
JU3261_STAMPING: ACTON 2 1933
JU3261_MAGNETIC: N = NO MAGNETIC MATERIAL
JU3261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
JU3261+STABILITY: SURFACE MOTION
JU3261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
JU3261+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1999
JU3261
JU3261  HISTORY     - Date     Condition        Recov. By
JU3261  HISTORY     - 1933     MONUMENTED       CGS
JU3261  HISTORY     - 1933     GOOD             CGS
JU3261  HISTORY     - 1946     GOOD             CGS
JU3261  HISTORY     - 1958     GOOD             CGS
JU3261  HISTORY     - 1965     GOOD             CGS
JU3261  HISTORY     - 1987     GOOD             AEROS
JU3261  HISTORY     - 19890821 GOOD             TWT
JU3261  HISTORY     - 19901120 GOOD             NGS
JU3261  HISTORY     - 19911210 GOOD             NJGS
JU3261  HISTORY     - 19940831 GOOD             NJGS
JU3261  HISTORY     - 19970115 GOOD             NJGS
JU3261  HISTORY     - 19990623 GOOD             NJGS
JU3261
JU3261                          STATION DESCRIPTION
JU3261
JU3261''DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
JU3261''THIS STATION IS ON LAND OWNED BY RAY S. WARE, ABOUT 6 MILES NE
JU3261''OF SALEM, 1-3/4 MILES SW OF SHARPTOWN.  AND 3 MILES A LITTLE S
JU3261''OF W OF WOODSTOWN.  THE STATION IS IN A CULTIVATED FIELD ON THE
JU3261''S SIDE OF THE ROAD.  40 FEET W OF A LARGE WILD CHERRY TREE.  37
JU3261''FEET SSW OF THE CENTER LINE OF THE ROAD.  25 FEET S OF TELEPHONE
JU3261''POLE 223-35.  32.5 FEET SSE OF A SMALL ELM.  AND 120 FEET W OF
JU3261''THE E FENCE OF THE FIELD.  THE MARK IS 14 INCHES UNDERGROUND.
JU3261''
JU3261''SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
JU3261''DISKS SET IN CONCRETE.
JU3261''
JU3261''REFERENCE MARK NO.1 IS E OF THE STATION.  82 FEET ESE OF THE
JU3261''CHERRY TREE.  10 FEET W OF THE E FENCE OF THE FIELD.  AND 15
JU3261''FEET SW OF THE CENTER LINE OF THE ROAD.  THE MARK PROJECTS 4
JU3261''INCHES.
JU3261''
JU3261''REFERENCE MARK NO.2 IS NW OF THE STATION.  18.5 FEET N OF THE
JU3261''CENTER LINE OF THE ROAD.  55 FEET WSW OF AN APPLE TREE.  AND 80
JU3261''FEET NW OF THE SMALL ELM.  THE MARK PROJECTS 5 INCHES.
JU3261''
JU3261''THE AZIMUTH MARK IS WNW OF THE STATION IN THE SAME FIELD.  IT
JU3261''IS 6 FEET ESE OF TELEPHONE POLE 223-41.  1 FOOT S OF THE S ROW
JU3261''FENCE AND 18 FEET S OF THE CENTER LINE OF THE ROAD.  IT PROJECTS
JU3261''5 INCHES.
JU3261''
JU3261''TO REACH FROM SHARPSTOWN, A VILLAGE ON U.S. HIGHWAY 40, GO SW
JU3261''ON THE SALEM ROAD 1.9 MILES AND TURN SHARP LEFT AT A CROSSROADS
JU3261''WITH A SCHOOL IN THE SW ANGLE.  GO E ON THIS ROAD 0.4 MILE TO
JU3261''THE TOP OF THE GRADE AND THE STATION.
JU3261''
JU3261''STATION ACTON IS SUPPOSED TO BE IN THIS LOCALITY, BUT COULD
JU3261''NOT BE FOUND.
JU3261
JU3261                          STATION RECOVERY (1933)
JU3261
JU3261''RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
JU3261''RECOVERED IN GOOD CONDITION.
JU3261
JU3261                          STATION RECOVERY (1946)
JU3261
JU3261''RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
JU3261''DISTANCES TO RMS WERE MEASURED AND FOUND TO BE CORRECT.  THE
JU3261''FOLLOWING CHANGES HAVE OCCURRED WHICH MAKE THE ORIGINAL
JU3261''DESCRIPTION INADEQUATE FOR PRESENT DAY RECOVERY.
JU3261''
JU3261''37 FEET SSW OF THE CENTER LINE IS NOW 27.4 FEET.
JU3261''
JU3261''THE FENCE MENTIONED, HAS BEEN REMOVED.
JU3261''
JU3261''THE CHERRY TREE, ELM TREE, POLE 223-35, POLE 223-41 AND
JU3261''APPLE TREE NO LONGER EXIST.
JU3261''
JU3261''THERE IS NOW A PAVED ROAD OVER THE LOCATION OF RM 1.  IT IS
JU3261''RECOMMENDED IT BE CONSIDERED AS LOST.  A COMPLETE NEW DESCRIPTION
JU3261''IS AS FOLLOWS--
JU3261''
JU3261''LOCATED ON LAND OWNED BY RAY S. WARE, ABOUT 6 MILES NE OF SALEM,
JU3261''1-3/4 MILES SW OF SHARPTOWN.  AND 3 MILES A LITTLE S OF W OF
JU3261''WOODSTOWN.  THE STATION IS IN A CULTIVATED FIELD ON THE S. SIDE
JU3261''OF THE ROAD, 144.0 FEET W. OF POLE B.T. CO. 223-26-S, 117.5 FEET
JU3261''N.W. OF POLE B.T.CO. 26, 71.0 FEET. SE OF POLE BT CO. 27.4 FEET
JU3261''S.S.W. OF THE CENTERLINE OF THE ROAD, AND PROJECTS 4 INCHES
JU3261''ABOVE GROUND.
JU3261''
JU3261''REFERENCE MARK NO. 2 51.2 FT. NNW OF POLE 27 AND IS 21.8 FT. N. OF
JU3261''THE CENTERLINE OF THE ROAD AND PROJECTS 5 INCHES ABOVE GROUND.
JU3261''
JU3261''THE AZIMUTH MARK IS .2 MILES W.N.W. OF STATION ON THE SAME SIDE
JU3261''OF ROAD AS STATION, 178.3 FT. E.S.E. OF POLE 32, 23.0
JU3261''FT. W.N.W. OF POLE 31, 18.5 FT. S. OF CENTERLINE OF THE ROAD AND
JU3261''PROJECTS 12 INCHES ABOVE GROUND.
JU3261''
JU3261''TO REACH SHARPTOWN, A VILLAGE ON U.S., HIGHWAY 40, GO SW ON THE
JU3261''SALEM ROAD 1.9 MILE AND TURN SHARP LEFT AT A CROSSROADS WITH A
JU3261''SCHOOL IN THE SW ANGLE.  GO E. ON THIS ROAD 0.4 MILE TO THE TOP
JU3261''OR THE GRADE AND THE STATION.
JU3261
JU3261                          STATION RECOVERY (1958)
JU3261
JU3261''RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JEG)
JU3261''STATION AND REFERENCE MARK 2 WERE FOUND IN GOOD
JU3261''CONDITION.  REFERENCE MARK 1 HAD BEEN DESTROYED.  THE AZIMUTH
JU3261''MARK WAS FOUND IN A ROAD BAR DITCH.  IT WAS DESTROYED AND A NEW
JU3261''AZIMUTH MARK AND REFERENCE MARK WERE SET FOR THE STATION.  THE
JU3261''STATION MARK WAS NOT OBSERVED FROM BECAUSE THERE IS A TELEPHONE
JU3261''LINE DIRECTLY UP OVER THE MARK.  R.M. 2 WAS OBSERVED FROM AS THE
JU3261''STATION.
JU3261
JU3261                          STATION RECOVERY (1965)
JU3261
JU3261''RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
JU3261''STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
JU3261''BE IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS PREVIOUSLY REPORTED
JU3261''AS LOST.  THE 1958 DESCRIPTION OF REFERENCE MARK NO. 3 AND THE
JU3261''NEW LOCATION OF THE AZIMUTH MARK IS ADEQUATE.
JU3261
JU3261                          STATION RECOVERY (1987)
JU3261
JU3261''RECOVERY NOTE BY AERO SERVICE CORPORATION 1987 (JKP)
JU3261''THE STATION WAS RECOVERED AT THIS DATE.
JU3261''ACTON 2 RM 2 AND ACTON 2 NO. 3 WERE RECOVERED AT THIS DATE.
JU3261''THE DESCRIPTION OF 1933 AND 1946 WERE INADEQUATE.  A NEW DESCRIPTION
JU3261''FOLLOWS.  THE STATION IS ON LAND OWNED BY HELEN AND JAMES RATHBONE
JU3261''AT PHONE NUMBER (609)769-0993.
JU3261''TO REACH THE STATION FROM THE JUNCTION OF ROUTE 620 (OLD
JU3261''KINGS HIGHWAY) AND ROUTE 40 IN THE TOWN OF SHARPTOWN GO SOUTH FOR
JU3261''2.17 KM (1.35 MI) ON ROUTE 620 TO THE INTERSECTION OF WARNER ROAD.
JU3261''CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 1.05 KM (0.65 MI) ON ROUTE
JU3261''620 TO THE INTERSECTION OF HAYNES NECK ROAD.  TURN LEFT AND GO EAST
JU3261''FOR 0.64 KM (0.4 MI) ON HAYNES NECK ROAD TO THE STATION ON THE
JU3261''RIGHT.  STATION IS LOCATED 1.2 METERS (4 FEET) SOUTH FROM A
JU3261''CARSONITE WITNESS POST, 5.12 METERS (16.8 FEET) SOUTH FROM THE SOUTH
JU3261''EDGE OF HAYNES NECK ROAD.  ACTON 2 RM 2 IS LOCATED 0.3 METERS (1
JU3261''FEET) SOUTH FROM A CARSONITE WITNESS POST.  ACTON 2 NO. 3 IS LOCATED
JU3261''0.3 METERS (1 FEET) NORTH FROM A CARSONITE WITNESS POST.
JU3261
JU3261                          STATION RECOVERY (1989)
JU3261
JU3261''RECOVERY NOTE BY TWT CONS ENG 1989
JU3261''RECOVERED IN GOOD CONDITION.
JU3261
JU3261                          STATION RECOVERY (1990)
JU3261
JU3261''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
JU3261''THE STATION IS LOCATED ABOUT 2.8 KM (1.7 MI) SOUTHWEST OF SHARPTOWN,
JU3261''4.8 KM (3.0 MI) SOUTHWEST OF WOODSTOWN, ON THE SOUTH SIDE OF HAYNES
JU3261''NECK ROAD AND 0.64 KM (0.40 MI) EAST OF THE JUNCTION OF COUNTY ROAD
JU3261''620.  OWNERSHIP--UNKNOWN.
JU3261''TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 40 AND KINGS
JU3261''HIGHWAY (COUNTY ROAD 620) AT A TRAFFIC LIGHT AND COASTAL SERVICE
JU3261''STATION IN SHARPTOWN, GO SOUTHWEST ON KINGS HIGHWAY FOR 3.2 KM
JU3261''(2.0 MI) TO THE JUNCTION OF HAYNES NECK ROAD (NOT MARKED), TURN LEFT
JU3261''ON HAYNES NECK ROAD FOR 0.64 KM (0.40 MI) TO THE STATION ON THE RIGHT
JU3261''ABOUT 1.8 M (5.9 FT) ABOVE THE ROAD.
JU3261''THE STATION IS RECESSED ABOUT 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
JU3261''GROUND AND LOCATED 34.1 M (111.9 FT) SOUTHEAST AND ACROSS THE ROAD
JU3261''FROM RM 2, 5.12 M (16.80 FT) SOUTH OF THE CENTER OF THE ROAD AND 1.2
JU3261''M (3.9 FT) SOUTH OF A FIBERGLASS WITNESS POST.
JU3261
JU3261                          STATION RECOVERY (1991)
JU3261
JU3261''RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1991
JU3261''THE STATION IS LOCATED IN MANNINGTON TOWNSHIP  ON THE SOUTHWEST SIDE
JU3261''OF HAINES NECK ROAD, COUNTY ROAD 631.  TO REACH THE STATION FROM THE
JU3261''INTERSECTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 45, JSUT SOUTHWEST
JU3261''OF THE BOROUGH OF WOODSTOWN, GO SOUTH ON STATE HIGHWAY 45 FOR 2.0 MI
JU3261''(3.22 KM) TO THE JUNCTION WITH HAINES NECK ROAD, COUNTY ROAD 631, ON
JU3261''THE RIGHT, JUST PAST THE COUNTY VOCATIONAL TECHNICAL EDUCATION
JU3261''CENTER. TURN RIGHT ON HAINES NECK ROAD AND GO WEST FOR 1.2 MI
JU3261''(1.93 KM) TO THE STATION ON THE LEFT.  THE STATION IS A STANDARD DISK
JU3261'', STAMPED ACTON 2 1933, AND SET IN THE TOP OF A CONCRETE MONUMENT
JU3261''ABOUT 0.5 FT (0.15 M) BELOW THE GROUND.  NO TIE MEASUREMENTS WERE
JU3261''MADE AT THIS TIME.
JU3261
JU3261                          STATION RECOVERY (1994)
JU3261
JU3261''RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1994 (FAC)
JU3261''RECOVERED AS DESCRIBED.
JU3261
JU3261                          STATION RECOVERY (1997)
JU3261
JU3261''RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1997 (FAC)
JU3261''RECOVERED AS DESCRIBED.
JU3261
JU3261                          STATION RECOVERY (1999)
JU3261
JU3261''RECOVERY NOTE BY NEW JERSEY GEODETIC SURVEY 1999 (FAC)
JU3261''RECOVERED AS DESCRIBED.