The NGS Data Sheet
See file dsdata.pdf for more information about the datasheet.
PROGRAM = datasheet95, VERSION = 8.12.5.20
Starting Datasheet Retrieval...
1 National Geodetic Survey, Retrieval Date = OCTOBER 9, 2026 18:48:41 EDT
JU3626 ***********************************************************************
JU3626 DESIGNATION - EBRIGHT
JU3626 PID - JU3626
JU3626 STATE/COUNTY- DE/NEW CASTLE
JU3626 COUNTRY - US
JU3626 USGS QUAD - WILMINGTON NORTH (2016)
JU3626
JU3626 *CURRENT SURVEY CONTROL
JU3626 ______________________________________________________________________
JU3626* NAD 83(1991) POSITION- 39 50 13.86151(N) 075 31 19.55007(W) ADJUSTED
JU3626 ______________________________________________________________________
JU3626 GEOID HEIGHT - -32.885 (meters) GEOID18
JU3626 LAPLACE CORR - -0.13 (seconds) DEFLEC18
JU3626 HORZ ORDER - SECOND
JU3626
JU3626.The horizontal coordinates were established by classical geodetic methods
JU3626.and adjusted by the National Geodetic Survey in January 1992.
JU3626
JU3626.Significant digits in the geoid height do not necessarily reflect accuracy.
JU3626.GEOID18 height accuracy estimate available here.
JU3626
JU3626.Click photographs - Photos may exist for this station.
JU3626
JU3626.The Laplace correction was computed from DEFLEC18 derived deflections.
JU3626
JU3626. The following values were computed from the NAD 83(1991) position.
JU3626
JU3626; North East Units Scale Factor Converg.
JU3626;SPC DE - 203,957.323 190,975.574 MT 0.99999600 -0 04 03.1
JU3626;SPC DE - 669,149.98 626,559.03 sFT 0.99999600 -0 04 03.1
JU3626;SPC NJ - 111,938.108 62,520.138 MT 0.99999418 -0 39 17.3
JU3626;SPC NJ - 367,250.28 205,118.15 sFT 0.99999418 -0 39 17.3
JU3626;SPC PA S - 58,350.467 790,683.195 MT 1.00001643 +1 26 43.6
JU3626;SPC PA S - 191,438.16 2,594,099.78 sFT 1.00001643 +1 26 43.6
JU3626;UTM 18 - 4,409,816.849 455,328.158 MT 0.99962457 -0 20 04.1
JU3626
JU3626: Primary Azimuth Mark Grid Az
JU3626:SPC DE - MOUSLEY 276 57 23.4
JU3626:SPC NJ - MOUSLEY 277 32 37.6
JU3626:SPC PA S - MOUSLEY 275 26 36.7
JU3626:UTM 18 - MOUSLEY 277 13 24.4
JU3626
JU3626_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVK5532809816(NAD 83)
JU3626
JU3626|---------------------------------------------------------------------|
JU3626| PID Reference Object Distance Geod. Az |
JU3626| dddmmss.s |
JU3626| JU3342 VILLAGE GREEN SIS ST FRAN SP APPROX. 8.4 KM 0582855.2 |
JU3626| JU4290 EBRIGHT RM 1 37.807 METERS 07719 |
JU3626| JU3627 BOUNDARY MONUMENT 17 DE PA 43.196 METERS 09220 |
JU3626| JU4289 EBRIGHT AZ MK 1222157.8 |
JU3626| JU3266 AIRWAY BEACON 66 B APPROX.14.0 KM 1351726.9 |
JU3626| JU3643 WILMINGTON TV STA WDEL E MAST APPROX. 2.4 KM 1942825.7 |
JU3626| JU3654 WILMINGTON TV STA WDEL W MAST APPROX. 2.4 KM 1954423.3 |
JU3626| JU3646 TALLEYVILLE MUNICIPAL TANK APPROX. 3.9 KM 2202948.9 |
JU3626| JU3628 BRANDYWINE RACEWAYS WATER TANK APPROX. 1.3 KM 2510355.9 |
JU3626| JU3651 MOUSLEY APPROX. 1.5 KM 2765320.3 |
JU3626| JU4291 EBRIGHT RM 3 28.471 METERS 33440 |
JU3626| CB1461 EBRIGHT RM 2 28.450 METERS 33442 |
JU3626|---------------------------------------------------------------------|
JU3626
JU3626 SUPERSEDED SURVEY CONTROL
JU3626
JU3626 NAD 83(1986)- 39 50 13.85756(N) 075 31 19.55401(W) AD( ) 2
JU3626 NAD 27 - 39 50 13.45300(N) 075 31 20.84400(W) AD( ) 2
JU3626
JU3626.Superseded values are not recommended for survey control.
JU3626
JU3626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
JU3626.See file dsdata.pdf to determine how the superseded data were derived.
JU3626
JU3626_MARKER: DS = TRIANGULATION STATION DISK
JU3626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
JU3626_STAMPING: EBRIGHT 1933
JU3626_MARK LOGO: CGS
JU3626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
JU3626+STABILITY: SURFACE MOTION
JU3626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
JU3626+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2013
JU3626
JU3626 HISTORY - Date Condition Report By
JU3626 HISTORY - 1933 MONUMENTED CGS
JU3626 HISTORY - 1933 GOOD CGS
JU3626 HISTORY - 1946 GOOD CGS
JU3626 HISTORY - 1957 GOOD CGS
JU3626 HISTORY - 1960 GOOD CGS
JU3626 HISTORY - 1965 GOOD CGS
JU3626 HISTORY - 1979 GOOD NGS
JU3626 HISTORY - 19821109 GOOD NGS
JU3626 HISTORY - 19920530 MARK NOT FOUND USPSQD
JU3626 HISTORY - 20011203 GOOD NGS
JU3626 HISTORY - 20060305 GOOD USPSQD
JU3626 HISTORY - 20100925 MARK NOT FOUND GEOCAC
JU3626 HISTORY - 20130711 GOOD DELCOS
JU3626 HISTORY - 20151225 MARK NOT FOUND GEOCAC
JU3626
JU3626 STATION DESCRIPTION
JU3626
JU3626'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (GLA)
JU3626'THIS STATION IS LOCATED NEAR A BOUNDARY MONUMENT BETWEEN THE
JU3626'STATES OF DELAWARE AND PENNSYLVANIA, ALONG THE CIRCULAR
JU3626'BOUNDARY, ON PROPERTY OWNED BY JAMES AND GRANT EBRIGHT AND ABOUT
JU3626'6-3/4 MILES NNE OF THE CENTER OF WILMINGTON.
JU3626'
JU3626'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
JU3626'STANDARD BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES
JU3626'1B, 7A, AND 11B.
JU3626'
JU3626'REFERENCE MARK NO. 1 IS E OF STATION. 55 FEET NW OF NW
JU3626'CORNER OF HOUSE. 38.9 FEET N OF W OF BOUNDARY MONUMENT. 71.5
JU3626'FEET N OF SW CORNER OF HOUSE. THE MARK PROJECTS 5 INCHES.
JU3626'
JU3626'REFERENCE MARK NO. 2 IS NW OF STATION AND 6-1/2 FEET W OF
JU3626'VERY TALL LOCUST TREE (BLAZE). MARK PROJECTS 10 INCHES.
JU3626'
JU3626'THE AZIMUTH MARK IS E OF STATION ON W SIDE OF MACADAM ROAD
JU3626'21 FEET W OF CENTER OF ROAD. 8 FEET S OF POLE (ELECTRIC). 350
JU3626'FEET S OF LANE TO EBRIGHTS HOUSE. THE MARK PROJECTS 3 INCHES.
JU3626'
JU3626'THE GRANITE BOUNDARY MONUMENT IS E OF STATION. 36.2 FEET
JU3626'N OF SW CORNER OF HOUSE. 25.5 FEET W OF NW CORNER OF
JU3626'HOUSE. THE MONUMENT IS ABOUT 10 INCHES SQUARE ON TOP AND 2-1/2
JU3626'FEET HIGH. CARVED ON THE FOUR SIDES ARE. N SIDE--P,S
JU3626'SIDE--D,E SIDE--1892, W SIDE--17.
JU3626'
JU3626'TO REACH FROM WILMINGTON GO NE ON HIGHWAY 13, 7.5 MILES FROM
JU3626'CENTER OF TOWN OR 0.4 MILE FROM WORTH STEEL COMPANY RAILROAD
JU3626'UNDERPASS, HERE TAKE LEFT ON PAVED ROAD (A CAUTION LIGHT AT
JU3626'ENTRANCE) AND CONTINUE IN A WESTERNLY DIRECTION 4.55 MILES TO
JU3626'A T-INTERSECTION, TAKE RIGHT (N) ON MACADAM ROAD AND GO 0.75
JU3626'MILE TO LANE JUST N OF STONE FENCE, TAKE THIS LANE (W) 0.1
JU3626'MILE TO GATE, THEN CONTINUE W ON THE N SIDE OF EBRIGHTS
JU3626'HOUSE 0.05 MILE TO GATE. THE STATION IS BACK OF THE HOUSE
JU3626'IN WOODED LOT. 167 FEET W OF NW CORNER OF HOUSE. 146 FEET
JU3626'N OF W OF SW CORNER OF HOUSE. 19-1/2 FEET E OF 30-INCH
JU3626'MAPLE TREE. THE MARK PROJECTS 2 INCHES.
JU3626
JU3626 STATION RECOVERY (1933)
JU3626
JU3626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933
JU3626'RECOVERED IN GOOD CONDITION.
JU3626
JU3626 STATION RECOVERY (1946)
JU3626
JU3626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
JU3626'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK RECOVERED
JU3626'IN GOOD CONDITION. DISTANCES TO REFERENCE MARKS MEASURED
JU3626'AND FOUND TO BE CORRECT. THE 1933 DESCRIPTION IS ADEQUATE
JU3626'EXCEPT FOR THE FOLLOWING CHANGES--
JU3626'
JU3626'1. CHANGE JAMES AND GRANT EBRIGHT TO R.E. MERCHANT.
JU3626'
JU3626'2. ADD KNOWN AS THE WINTERSET FARM.
JU3626'
JU3626'3. CHANGE CAUTION TO TRAFFIC.
JU3626'
JU3626'4. CHANGE 4.55 TO 4.75.
JU3626'
JU3626'5. DELETE JUST N OF STONE FENCE. STONE FENCE IS NOW GONE.
JU3626'
JU3626'6. ADD MARKED WITH POINTER TO WINTERSET FARM.
JU3626
JU3626 STATION RECOVERY (1957)
JU3626
JU3626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JBW)
JU3626'STATION WAS RECOVERED IN GOOD CONDITION. THE OLD DESCRIPTION
JU3626'IS ADEQUATE. STATION ON PROPERTY OWNED BY R.E. MERCHANT,
JU3626'ABOUT 50 FEET NORTH OF A LINE OF HOUSE TRAILERS. DISTANCES
JU3626'TO THE REFERENCE MARKS AND THE ANGLE BETWEEN THE MARKS
JU3626'VERIFIED. AZIMUTH MARK OBSTRUCTED BY HEAVY GROWTH OF BRUSH.
JU3626
JU3626 STATION RECOVERY (1960)
JU3626
JU3626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCC)
JU3626'STATION IS LOCATED NEAR THE DELAWARE-PENNSYLVANIA
JU3626'BOUNDARY. ABOUT 6-1/2 MILES NORTH OF WILMINGTON,
JU3626'DELAWARE. ON PROPERTY OWNED BY MR. R. E. MERCHANT AND LOCALLY
JU3626'KNOWN AS THE WINTERSET FARM.
JU3626'
JU3626'TO REACH FROM THE POST OFFICE IN WILMINGTON, DELAWARE. GO
JU3626'NORTHEAST ON KING STREET FOR 0.4 MILE, TURN LEFT AND GO
JU3626'NORTH ON CONCORD AVENUE (U.S. HIGHWAY 202) FOR 5.5 MILES TO
JU3626'CROSSROADS, TURN RIGHT AND GO EAST ON NAAMANS ROAD FOR 1.0 MILE
JU3626'TO EBRIGHT ROAD LEFT. TURN LEFT ON EBRIGHT ROAD AND GO 0.6
JU3626'MILE TO SIDE ROAD LEFT LEADING TO TRAILER COURT AND AZIMUTH
JU3626'MARK ON THE LEFT. CONTINUE 0.05 MILE TO PRIVATE DRIVEWAY LEFT
JU3626'LEADING TO MR. MERCHANTS HOME. TURN LEFT AND GO 0.1 MILE TO
JU3626'THE SOUTH SIDE OF MR. MERCHANTS HOME AND STATION.
JU3626'
JU3626'REFERENCE MARK NO. 1 WAS RECOVERED AS DESCRIBED AND FOUND IN
JU3626'GOOD CONDITION.
JU3626'
JU3626'REFERENCE MARK NO. 2 WAS RECOVERED AS DESCRIBED AND FOUND IN
JU3626'GOOD CONDITION. THE FOLLOWING MEASUREMENTS WILL ASSIST IN
JU3626'RECOVERING THE MARK. IT IS 52.8 FEET SOUTHEAST OF THE
JU3626'NORTHEAST CORNER OF A WATER PUMP HOUSE. 38.2 FEET WEST OF
JU3626'POWERLINE POLE 901 140. 12.0 FEET NORTH OF THE APPROXIMATE
JU3626'CENTER OF A DRIVEWAY.
JU3626'
JU3626'AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD CONDITION. IT
JU3626'IS 1.4 FEET SOUTH OF A STANDARD METAL WITNESS POST. 10.0 FEET
JU3626'SOUTH OF POWERLINE POLE 77. 48.0 FEET NORTH OF THE APPROXIMATE
JU3626'CENTER OF A SIDE ROAD. 21.0 FEET WEST OF THE APPROXIMATE
JU3626'CENTER OF EBRIGHT ROAD. AND ABOUT 150 FEET NORTH-NORTHEAST OF
JU3626'A MICRO-WAVE RELAY TOWER.
JU3626'
JU3626'BOUNDARY MONUMENT NO. 17 WAS FOUND AS DESCRIBED AND IN GOOD
JU3626'CONDITION. A PRECISE TIE WAS MADE FROM THE STATION TO THIS
JU3626'MONUMENT.
JU3626'
JU3626'HEIGHT OF LIGHT ABOVE STATION MARK 30.37 METERS.
JU3626
JU3626 STATION RECOVERY (1965)
JU3626
JU3626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB)
JU3626'THE STATION, AZIMUTH MARK, BOUNDARY MONUMENT NO. 17 AND
JU3626'REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED IN THE
JU3626'1960 RECOVERY NOTE BY JOHN C. CHILDS.
JU3626'
JU3626'THE STATION IS ADEQUATELY DESCRIBED.
JU3626'
JU3626'NOTE--THE WITNESS POST AT THE AZIMUTH MARK HAS BEEN REMOVED.
JU3626
JU3626 STATION RECOVERY (1979)
JU3626
JU3626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (RGP)
JU3626'THE STATION MARK, REFERENCE MARK 2, BOUNDARY MONUMENT NUMBER 17 AND
JU3626'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
JU3626'CONDITION. REFERENCE MARK TWO WAS FOUND TILTED 45 DEGREES TO THE
JU3626'NORTHEAST. A REFERENCE MARK THREE WAS ESTABLISHED TO REPLACE THE
JU3626'DESTROYED REFERENCE MARK TWO.
JU3626'
JU3626'THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE GROUND, THERE ARE
JU3626'SEVERAL MOBILE HOMES ON THE LINE.
JU3626'
JU3626'A COMPLETE NEW DESCRIPTION FOLLOWS.
JU3626'
JU3626'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTH OF WILMINGTON AND ON
JU3626'THE PENNSYLVANIA-DELAWARE BOUND. THE PROPERTY IS OWNED BY MR. R.E.
JU3626'MERCHANT AND IS KNOWN AS THE WINTERSET TRAILER COURT.
JU3626'
JU3626'TO REACH THE STATION FROM THE POST OFFICE IN WILMINGTON, GO EAST ON
JU3626'KING STREET FOR 0.4 MILE TO U.S. HIGHWAY 202. TURN LEFT AND GO NORTH
JU3626'ON U.S. HIGHWAY 202 (CONCORD AVENUE FOR 5.5 MILES TO STATE HIGHWAY
JU3626'92. TURN RIGHT AND GO EAST ON STATE HIGHWAY 92 (NAAMANS ROAD) FOR
JU3626'1.0 MILES TO A SIDE ROAD LEFT (THIS IS 1.25 MILES WEST OF THE
JU3626'INTERSECTION OF HIGHWAYS 92 AND 261). TURN LEFT AND GO NORTH ON
JU3626'EBRIGHT ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT. CONTINUE
JU3626'NORTH ON EBRIGHT ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT. TURN LEFT
JU3626'AND GO WEST ON A PAVED ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT,
JU3626'BEHIND A VERY OLD RESTORED STONE HOUSE.
JU3626'
JU3626'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
JU3626'STAMPED---EBRIGHT 1933---SET INTO THE TOP OF A ROUND CONCRETE
JU3626'MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
JU3626'50.9 METERS (167 FEET) SW FROM THE NORTHWEST CORNER OF THE HOUSE,
JU3626'44.5 METERS (146 FEET) SW FROM THE SOUTHWEST CORNER OF THE HOUSE, 4.3
JU3626'METERS (14 FEET) WNW FROM A 8-INCH HEMLOCK TREE, 9.1 METERS (30 FEET)
JU3626'S FROM THE CENTER OF A PAVED MOBILE HOME PARK STREET, AND 2.1 METERS
JU3626'(7 FEET) N FROM A SIDE WALK.
JU3626'
JU3626'REFERENCE MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
JU3626'NOS) DISK STAMPED---EBRIGHT NO 1 1933---SET INTO THE TOP OF A ROUND
JU3626'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 10 CM (4
JU3626'INCHES) ABOVE THE GROUND LOCATED 16.8 METERS (55 FEET) NW FROM THE
JU3626'NORTHWEST CORNER OF THE OLD HOUSE, 21.79 METERS (71.5 FEET) N FROM
JU3626'THE SOUTHWEST CORNER OF THE OLD HOUSE, 10.7 METERS (35 FEET) S FROM
JU3626'THE PAVED ROAD, AND 0.6 METER (2 FEET) HIGHER THAN THE STATION.
JU3626'
JU3626'REFERENCE MARK NO. 3 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
JU3626'NOS) DISK STAMPED---EBRIGHT 1933 NO 3 1979---SET INTO THE TOP OF A
JU3626'ROUND CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER PROJECTING 10
JU3626'CM (4 INCHES) ABOVE THE GROUND LOCATED 4.6 METERS (15 FEET) N FROM
JU3626'THE CENTER OF THE PAVED ROAD, 4.3 METERS (14 FEET) SE FROM A 8-INCH
JU3626'HOLLY TREE, 0.6 METER (2 FEET) E FROM A MAIL BOX FOR LOT NUMBER 7 OF
JU3626'THE MOBILE HOME PARK, AND 0.3 METER (1 FOOT) LOWER THAN THE STATION.
JU3626'
JU3626'AZIMUTH MARK NO. 1 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
JU3626'NOS) DISK STAMPED---EBRIGHT 1959---SET INTO THE TOP OF A ROUND
JU3626'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
JU3626'LOCATED 45.7 METERS (150 FEET) NNE FROM A LOOKOUT TOWER, 6.4 METERS
JU3626'(21 FEET) W FROM THE CENTER OF EBRIGHT ROAD, 14.6 METERS (48 FEET) N
JU3626'FROM THE CENTER OF A PAVED ROAD, 3.0 METERS (10 FEET) S FROM A
JU3626'POWERLINE POLE NUMBERED 77, AND 0.46 METER (1.5 FEET) E FROM A
JU3626'WITNESS POST.
JU3626
JU3626 STATION RECOVERY (1982)
JU3626
JU3626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
JU3626'1.8 KM (1.10 MI) EAST ALONG STATE HIGHWAY 92 FROM ITS JUNCTION WITH US
JU3626'HIGHWAY 202, BRANDYWINE, THENCE 1.1 KM (0.70 MI) NORTH ALONG EBRIGHT
JU3626'ROAD, THENCE 0.3 KM (0.20 MI) WEST ALONG A PAVED ROAD TO THE MARK ON
JU3626'THE LEFT IN A MOBILE HOME PARK, 8.4 M (27.6 FT) NORTHWEST FROM THE
JU3626'NORTH EDGE OF A MOBILE HOME NUMBERED 12, 3.6 M (11.8 FT) NORTH FROM A
JU3626'FENCE, 3.7 M (12.1 FT) NORTH FROM A MAIL BOX NUMBERED 10, 27.4 M
JU3626'(89.9 FT) SOUTH FROM THE CENTER OF THE ROAD AND 4.6 M (15.1 FT)
JU3626'WEST-NORTHWEST FROM A 6-INCH HEMLOCK TREE.
JU3626
JU3626 STATION RECOVERY (1992)
JU3626
JU3626'RECOVERY NOTE BY US POWER SQUADRON 1992 (BC)
JU3626'TRAILER COURT REVISED INCLUDING NEW PAVED ROAD.
JU3626
JU3626 STATION RECOVERY (2001)
JU3626
JU3626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
JU3626'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
JU3626
JU3626 STATION RECOVERY (2006)
JU3626
JU3626'RECOVERY NOTE BY US POWER SQUADRON 2006 (SAL)
JU3626'RECOVERED IN GOOD CONDITION.
JU3626
JU3626 STATION RECOVERY (2010)
JU3626
JU3626'RECOVERY NOTE BY GEOCACHING 2010 (LPC)
JU3626'MARK NOT FOUND.
JU3626
JU3626 STATION RECOVERY (2013)
JU3626
JU3626'RECOVERY NOTE BY DELAWARE COASTAL PROGRAM 2013
JU3626'RECOVERED IN GOOD CONDITION.
JU3626
JU3626 STATION RECOVERY (2015)
JU3626
JU3626'RECOVERY NOTE BY GEOCACHING 2015 (RLM)
JU3626'MEASUREMENTS FOR THE STATION MARK FELL UNDER THE PAVEMENT OF A PAVED
JU3626'PARKING AREA. REFERENCE MARKS 1 AND 3 AND THE AZIMUTH MARK WERE
JU3626'RECOVERED IN GOOD CONDITION. REFERENCE MARK 1 IS SET IN THE TOP OF A
JU3626'CONCRETE POST WHICH PROJECTS ABOUT 20 INCHES (51 CM) ABOVE THE SURFACE
JU3626'OF THE GROUND.
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