QE2316 ***********************************************************************
QE2316  FBN         -  This is a Candidate for Federal Base Network Control.
QE2316  DESIGNATION -  MARY RM 5
QE2316  PID         -  QE2316
QE2316  STATE/COUNTY-  OR/BENTON
QE2316  USGS QUAD   -  MARYS PEAK (1984)
QE2316
QE2316                         *CURRENT SURVEY CONTROL
QE2316  ___________________________________________________________________
QE2316* NAD 83(1998)-  44 30 16.05270(N)    123 33 08.19710(W)     ADJUSTED
QE2316* NAVD 88     -      1250.2    (meters)    4102.     (feet)  GPS OBS
QE2316  ___________________________________________________________________
QE2316  EPOCH DATE  -        1997.00
QE2316  X           -  -2,518,773.826 (meters)                     COMP
QE2316  Y           -  -3,797,918.589 (meters)                     COMP
QE2316  Z           -   4,449,102.441 (meters)                     COMP
QE2316  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
QE2316  ELLIP HEIGHT-        1228.09  (meters)                     GPS OBS
QE2316  GEOID HEIGHT-         -22.13  (meters)                     GEOID99
QE2316
QE2316  HORZ ORDER  -  A
QE2316  ELLP ORDER  -  THIRD     CLASS I
QE2316
QE2316.The horizontal coordinates were established by GPS observations
QE2316.and adjusted by the National Geodetic Survey in April 2000.
QE2316.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
QE2316.DATUM ITEM on the data sheet items page.
QE2316.The horizontal coordinates are valid at the epoch date displayed above.
QE2316.The epoch date for horizontal control is a decimal equivalence
QE2316.of Year/Month/Day.
QE2316
QE2316.The orthometric height was determined by GPS observations and a
QE2316.high-resolution geoid model.
QE2316
QE2316.The X, Y, and Z were computed from the position and the ellipsoidal ht.
QE2316
QE2316.The Laplace correction was computed from DEFLEC99 derived deflections.
QE2316
QE2316.The ellipsoidal height was determined by GPS observations
QE2316.and is referenced to NAD 83.
QE2316
QE2316.The geoid height was determined by GEOID99.
QE2316
QE2316;                    North         East     Units   Scale      Converg.
QE2316;SPC OR N     -    97,682.266 2,257,339.381   MT  0.99996130 -2 09 52.7
QE2316;UTM  10      - 4,928,052.799   456,098.557   MT  0.99962370 -0 23 13.7
QE2316
QE2316:                Primary Azimuth Mark                     Grid Az
QE2316:SPC OR N     -  MARY AZ MK                               009 30 45.3
QE2316:UTM  10      -  MARY AZ MK                               007 44 06.3
QE2316
QE2316|---------------------------------------------------------------------|
QE2316| PID    Reference Object                     Distance      Geod. Az  |
QE2316|                                                           dddmmss.s |
QE2316|        MARY AZ MK                                         0072052.6 |
QE2316| QE2678 MARY AZ MK 2                                       0072050.4 |
QE2316| QE2317 MARY ECC                             15.301 METERS 04719     |
QE2316| QE2319 MARY RM 3                            27.983 METERS 18954     |
QE2316| QE2320 MARYS PEAK ANTENNA                   58.968 METERS 22923     |
QE2316| QE2315 MARY                                 18.238 METERS 23122     |
QE2316|---------------------------------------------------------------------|
QE2316
QE2316                          SUPERSEDED SURVEY CONTROL
QE2316
QE2316  NAD 83(1991)-  44 30 16.05036(N)    123 33 08.19724(W) AD(       ) B
QE2316  ELLIP HT    -        1228.22  (m)                      GP(       ) 4 1
QE2316  NAD 83(1986)-  44 30 16.07834(N)    123 33 08.22854(W) AD(       ) 1
QE2316  NAD 27      -  44 30 16.64642(N)    123 33 03.85001(W) AD(       ) 1
QE2316  NGVD 29     -      1249.0    (m)         4098.     (f) GPS OBS
QE2316
QE2316.Superseded values are not recommended for survey control.
QE2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
QE2316.See file dsdata.txt to determine how the superseded data were derived.
QE2316
QE2316_MARKER: DR = REFERENCE MARK DISK
QE2316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
QE2316_STAMPING: MARY 1903 NO 5 1972
QE2316_MAGNETIC: N = NO MAGNETIC MATERIAL
QE2316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
QE2316+STABILITY: SURFACE MOTION
QE2316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
QE2316+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1998
QE2316
QE2316  HISTORY     - Date     Condition        Recov. By
QE2316  HISTORY     - 1972     MONUMENTED       NGS
QE2316  HISTORY     - 1972     GOOD             NGS
QE2316  HISTORY     - 1980     GOOD             NGS
QE2316  HISTORY     - 1988     GOOD             EGPSSC
QE2316  HISTORY     - 19890707 GOOD             NGS
QE2316  HISTORY     - 19900521 GOOD             NGS
QE2316  HISTORY     - 19980521 GOOD             NGS
QE2316
QE2316                          STATION DESCRIPTION
QE2316
QE2316''DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LDF)
QE2316''THE STATION IS ABOUT 24-1/2 MILES NORTHWEST OF HARRISBURG, 1-1/2
QE2316''MILES WEST-SOUTHWEST OF CORVALLIS, 9-1/2 MILES WEST-SOUTHWEST OF
QE2316''PHILOMATH NEAR THE MARYS PEAK LOOKOUT TOWER AND IN THE NORTHWEST
QE2316''QUARTER SECTION 28 R-7-W,T-12-S.  IT IS ON PROPERTY OF THE
QE2316''U.S. FOREST SERVICE.
QE2316''
QE2316''TO REACH THE STATION FROM THE POST OFFICE IN PHILOMATH, GO WESTERLY
QE2316''ON U.S. HIGHWAY 20 FOR 0.8 MILE TO THE JUNCTION OF STATE HIGHWAY
QE2316''34.  TURN LEFT AND GO SOUTHWEST ON HIGHWAY 34 FOR 5.0 MILES TO
QE2316''DECKER ROAD ON THE LEFT, CONTINUE SOUTHWEST ON HIGHWAY 34 FOR 4.0
QE2316''MILES TO A PAVED SIDE ROAD ON THE RIGHT AND SIGN MARYS PEAK
QE2316''ROAD.  TURN RIGHT AND GO WESTERLY UP HILL ON MARYS PEAK ROAD FOR
QE2316''5.5 MILES TO A PAVED SIDE ROAD ON THE LEFT AT SIGN MARY 5 PK
QE2316''C.G.S. HARLAN 13 U.S. HIGHWAY 20 21, CONTINUE NORTHERLY ON
QE2316''MAIN TRAVELED ROAD FOR 4.15 MILES TO A LOCKED RAIL GATE.  (KEY
QE2316''CAN BE OBTAINED FROM THE FOREST SERVICE).  TO REACH THE AZIMUTH
QE2316''MARK FROM THIS POINT, TURN RIGHT AND GO NORTH ON A GRAVELED ROAD
QE2316''THROUGH PICNIC AREA FOR 0.1 MILE TO THE NORTH END OF PICNIC
QE2316''AREA AND THE MARK NEAR A CABLE FENCE.) PASS THROUGH THE GATE
QE2316''AND GO SOUTHERLY UPHILL ON MARYS PEAK ROAD FOR 0.6 MILE TO THE
QE2316''MARYS PEAK LOOKOUT TOWER AND THE STATION.
QE2316''
QE2316''STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED MARY 1903
QE2316''NO 5 1972, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
QE2316''MONUMENT THAT IS FLUSH WITH THE GROUND.  THE UNDERGROUND STATION
QE2316''MARK IS A STANDARD REFERENCE MARK DISK SET 32 INCHES BELOW THE
QE2316''GROUND.  IT IS 49.6 FEET NORTHEAST OF THE NORTHEAST LEG OF THE
QE2316''LOOKOUT TOWER, 34.3 FEET NORTHWEST OF THE FLAG POLE AND 18 FEET
QE2316''EAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD.
QE2316''
QE2316''MARY 1903 IS AN OLD TYPE BRASS TRIANGULATION STATION DISK, STAMPED
QE2316''MARY 1903, CEMENTED IN A DRILL HOLE IN A BURIED BOULDER 2 INCHES
QE2316''BELOW THE GROUND SURFACE.  IT IS IN THE APPROXIMATE CENTER OF THE
QE2316''LOOKOUT TOWER.
QE2316''
QE2316''REFERENCE MARK 3 IS A STANDARD DISK, STAMPED MARY NO 3 1940,
QE2316''CEMENTED IN A DRILL HOLE IN A 1 BY 2 FOOT ROCK OUTCROP THAT IS
QE2316''FLUSH WITH THE GROUND.  IT IS 69.6 FEET SOUTHWEST OF THE FLAG POLE
QE2316''AND 51.8 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER.
QE2316''
QE2316''AZIMUTH MARK IS A STANDARD DISK, STAMPED MARY 1903 1972, SET IN
QE2316''THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 2 INCHES
QE2316''BELOW THE GROUND SURFACE.  IT IS 9.0 FEET NORTH OF THE APPROXIMATE
QE2316''CENTER OF A GRAVELED ROAD, 3.0 FEET EAST OF A METAL WITNESS POST
QE2316''AND 1.5 FEET SOUTHWEST OF A GUARD FENCE CONCRETE POST.
QE2316''
QE2316''MARY ECC (OSHD) IS A BRONZE STATION MARK DISK OF THE OREGON STATE
QE2316''HIGHWAY DEPARTMENT, STAMPED MARY ECC 1963, SET IN THE TOP OF A
QE2316''RECTANGULAR CONCRETE MONUMENT THAT PROJECTS 2 INCHES.  IT IS 66.2
QE2316''FEET NORTH-NORTHEAST OF THE FLAG POLE AND 100 FEET NORTHEAST OF
QE2316''THE NORTHEAST LEG OF THE LOOKOUT TOWER.
QE2316
QE2316                          STATION RECOVERY (1972)
QE2316
QE2316''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
QE2316''RECOVERED IN GOOD CONDITION.
QE2316
QE2316                          STATION RECOVERY (1980)
QE2316
QE2316''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
QE2316''THE STATION, REFERENCE MARK 3 AND MARY 1905 AND THE AZIMUTH MARK
QE2316''WERE RECOVERED IN GOOD CONDITION.  DISTANCES TO THESE MARKS CHECKED
QE2316''FAVORABLY.  MARY ECC OSHO WAS SEARCHED FOR BUT NOT RECOVERED.  A FEW
QE2316''PIECES OF CONCRETE WERE FOUND WHERE THE MARK WAS SUPPOSED TO BE.
QE2316''
QE2316''THE LOOKOUT TOWER HAS BEEN REMOVED.  THERE ARE TWO OTHER BUILDINGS
QE2316''ON THE TOP OF THE HILL.  THE 1972 DESCRIPTION AND TO REACH IS ADEQUATE
QE2316''FOR RECOVERY.
QE2316
QE2316                          STATION RECOVERY (1988)
QE2316
QE2316''RECOVERY NOTE BY EAGLE GPS SURVEYING CORPORATION 1988 (WLC)
QE2316''THE STATION WAS RECOVERED AT THIS DATE.
QE2316''ALL MARKS WERE RECOVERED AS DESCRIBED.
QE2316''
QE2316''DESCRIBED BY LAYNE CASWELL.
QE2316
QE2316                          STATION RECOVERY (1989)
QE2316
QE2316''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
QE2316''ABOUT 24-1/2 MILES NORTHWEST OF HARRISBURG, 15-1/2
QE2316''MILES WEST-SOUTHWEST OF CORVALLIS, 9-1/2 MILES WEST-SOUTHWEST OF
QE2316''PHILOMATH NEAR THE MARYS PEAK LOOKOUT TOWER IN THE NORTHWEST
QE2316''QUARTER OF SECTION 28 R-7-W, T-12-S AND ON PROPERTY OF THE U.S.
QE2316''FOREST SERVICE.
QE2316''TO REACH FROM THE POST OFFICE IN PHILOMATH, GO WESTERLY
QE2316''ON U.S. HIGHWAY 20 FOR 0.8 MILE TO THE JUNCTION OF STATE HIGHWAY
QE2316''34.  TURN LEFT AND GO SOUTHWEST ON HIGHWAY 34 FOR 5.0 MILES TO
QE2316''DECKER ROAD ON THE LEFT, CONTINUE SOUTHWEST ON HIGHWAY 34 FOR 4.0
QE2316''MILES TO A PAVED SIDE ROAD ON THE RIGHT AND SIGN MARYS PEAK
QE2316''ROAD.  TURN RIGHT AND GO WESTERLY UPHILL ON MARYS PEAK ROAD FOR
QE2316''5.5 MILES TO A PAVED SIDE ROAD ON THE LEFT AT MARY 5 PK C.G.S.
QE2316''HARLAN 13 U.S. HIGHWAY 20 21, CONTINUE NORTHERLY ON MAIN TRAVELED
QE2316''ROAD FOR 4.15 MILES TO A LOCKED RAIL GATE.  (KEY CAN BE
QE2316''OBTAINED FROM THE FOREST SERVICE).  PASS THROUGH THE GATE AND
QE2316''GO SOUTHERLY UPHILL ON MARYS PEAK ROAD FOR 0.6 MILE TO THE MARYS
QE2316''PEAK LOOKOUT TOWER AND THE STATION.
QE2316''REFERENCE MARK 5 IS A STANDARD DISK, STAMPED MARY 1903 NO 5 1972,
QE2316''SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
QE2316''FLUSH WITH THE GROUND.  IT IS 49.6 FEET NORTHEAST OF THE NORTHEAST
QE2316''LEG OF THE LOOKOUT TOWER, 34.3 FEET NORTHWEST OF THE FLAG POLE AND
QE2316''18 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD.  THE
QE2316''UNDERGROUND REFERENCE MARK IS 32-INCHES BELOW THE GROUND
QE2316''SURFACE.  A TRAVERSE CONNECTION WAS MADE TO THIS MARK WITH THE
QE2316''ABOVE DISTANCE.
QE2316''THERE IS A LOCKED GATE ABOUT 0.6 MILE FROM
QE2316''THE STATION.  THE COMBINATION CAN BE GOTTEN FROM THE USFS RANGER
QE2316''STATION IN ALSEA.  THEIR PHONE NUMBER IS 487-5811.
QE2316''DESCRIBED BY L.L. RIGGERS.
QE2316
QE2316                          STATION RECOVERY (1990)
QE2316
QE2316''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
QE2316''STATION IS LOCATED ABOUT 15 KM (9.3 MI) SOUTHWEST OF PHILOMATH, 13 KM
QE2316''(8.1 MI) NORTH OF ALSEA, 2 KM (1.2 MI) EAST OF THE LINCOLN-BENTON
QE2316''COUNTY LINE, IN THE SIUSLAW NATIONAL FOREST, ON THE TOP OF MARYS
QE2316''PEAK, A LARGE GRASSY HILL, AT THE SITE OF THE NOW-REMOVED LOOKOUT
QE2316''TOWER, IN THE NORTHWEST 1/4 OF SECTION 28, T 12 S, R 7 W.
QE2316''OWNERSHIP--US FOREST SERVICE.  CALL 503-487-5811 FOR LOCK
QE2316''COMBINATION.
QE2316''TO REACH FROM THE CITY FIRE STATION IN THE WEST SECTION OF PHILOMATH,
QE2316''GO WEST ON US HIGHWAY 20 AND STATE HIGHWAY 34 FOR 1.08 KM (0.67 MI)
QE2316''TO A FORK IN THE HIGHWAY.  BEAR LEFT, SOUTHWEST, ON HIGHWAY 34 FOR
QE2316''14.26 KM (8.86 MI) TO A PAVED CROSSROAD JUST BEFORE REACHING ROAD
QE2316''SUMMIT OF THE COASTAL RANGE, AND SIGN -MARYS PEAK ROAD-.  TURN RIGHT,
QE2316''NORTHWEST, ON USFS ROAD 30 FOR 8.61 KM (5.35 MI) TO A GRAVEL ROAD
QE2316''LEFT.  CONTINUE AHEAD, UPGRADE, ON USFS ROAD 3010 FOR 6.51 KM
QE2316''(4.05 MI) TO ROAD END AT A PARKING LOT AND A LOCKED POLE GATE (LOCK
QE2316''COMBINATION CHANGED REGULARLY). PASS THROUGH GATE, SOUTHERLY, ON
QE2316''GRAVEL ROAD FOR 1.04 KM (0.65 MI) TO ITS END AT HIGH GROUND AND THE
QE2316''STATION ON THE LEFT.
QE2316''STATION MARK IS SET IN THE TOP OF A 25-CM ROUND CONCRETE POST FLUSH
QE2316''WITH THE GROUND.  IT IS 5.5 M (18.0 FT) EAST OF, AND LEVEL WITH THE
QE2316''ROAD CENTER, 15.4 M (50.5 FT) NORTHEAST OF THE NORTHEAST LEG OF OLD
QE2316''LOOKOUT TOWER, AND 19.5 M (64.0 FT) NORTH-NORTHEAST OF THE NORTHEAST
QE2316''CORNER OF A SMALL CONCRETE BUILDING.
QE2316
QE2316                          STATION RECOVERY (1998)
QE2316
QE2316''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CLS)
QE2316''THE STATION IS LOCATED ABOUT 15.0 KM (9.30 MI) SOUTHWEST OF PHILOMATH,
QE2316''13.0 KM (8.05 MI) NORTH OF ALSEA, 2.0 KM (1.25 MI) EAST OF THE
QE2316''LINCOLN-BENTON COUNTY LINE, IN THE SIUSLAW NATIONAL FOREST, ON THE TOP
QE2316''OF MARYS PEAK, A LARGE GRASSY HILL, AT THE SITE OF THE NOW-REMOVED
QE2316''LOOKOUT TOWER, IN THE NORTHWEST 1/4 OF SECTION 28, TOWNSHIP 12 SOUTH,
QE2316''RANGE 7 WEST.  OWNERSHIP--U.S. FOREST SERVICE. CALL 541-487-5811 FOR
QE2316''LOCK COMBINATION.  TO REACH FROM THE CITY FIRE STATION IN THE WEST
QE2316''SECTION OF PHILOMATH, GO WEST ON U.S. HIGHWAY 20 AND STATE HIGHWAY 34
QE2316''FOR 1.1 KM (0.70 MI) TO A FORK IN THE HIGHWAY. BEAR LEFT, SOUTHWEST,
QE2316''ON HIGHWAY 34 FOR 14.3 KM (8.90 MI) TO A PAVED CROSSROAD JUST BEFORE
QE2316''REACHING ROAD SUMMIT OF THE COASTAL RANGE, AND SIGN -MARYS PEAK ROAD-.
QE2316''TURN RIGHT, NORTHWEST, ON U.S. FOREST SERVICE ROAD 30 FOR 8.6 KM (5.35
QE2316''MI) TO A GRAVEL ROAD LEFT.  CONTINUE AHEAD, UPGRADE, ON U.S. FOREST
QE2316''SERVICE ROAD 3010 FOR 6.5 KM (4.05 MI) TO ROAD END AT A PARKING LOT
QE2316''AND A LOCKED POLE GATE (LOCK COMBINATION CHANGED REGULARLY).  PASS
QE2316''THROUGH GATE, SOUTHERLY, ON GRAVEL ROAD FOR 1.04 KM (0.65 MI) TO ITS
QE2316''END AT HIGH GROUND AND THE STATION ON THE LEFT.  STATION IS A STANDARD
QE2316''REFERENCE MARK DISK SET IN THE TOP OF A 25 CM ROUND CONCRETE POST
QE2316''FLUSH WITH THE GROUND.  IT IS 5.5 M (18.0 FT) EAST FROM, AND LEVEL
QE2316''WITH THE CENTER OF THE ROAD, AND 19.5 M (64.0 FT) NORTH-NORTHEAST OF
QE2316''THE NORTHEAST CORNER OF A SMALL CONCRETE BUILDING.