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Details for Benchmark: SV1775

N 47° 58.028 W 117° 25.797 (NAD 83)

Altitude: 2197

Coordinates may not be exact. Altitude is GPS OBS and location is ADJUSTED. (more info)

Location:
In SPOKANE county, WA View Original Datasheet
Designation:
PARK
Marker Type:
horizontal control disk
Setting:
set into the top of a round concrete monument
Stability:
May hold, but of type commonly subject to surface motion.

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Documented History (by the NGS)

01/01/1991 by NGS (MONUMENTED)
09/08/1992 by NGS (GOOD)
DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 STATION IS LOCATED ABOUT 32 KM (19.9 MI)NORTH OF SPOKANE, 3 KM (1.9 MI)EAST-NORTHEAST OF DEER PARK, AT THE DEER PARK MUNICIPAL AIRPORT, JUST EAST OF THE NORTH-SOUTH TAXI, JUST NORTH OF AN UNUSED EAST-WEST TAXI, NEAR THE SYMMETRICAL CIRCLE AND WINDSOCK. OWNERSHIP--CITY OF DEER PARK, EAST 316 CRAWFORD STREET, DEER PARK, WA, 99006. AIRPORT MANAGER IS KIETH REILLY, PHONE 509-276-8802. CONTACT HIM FOR KEY TO LOCKED GATE. TO REACH FROM THE JUNCTION OF MAIN AND CRAWFORD STREETS IN DOWNTOWN DEER PARK, GO EAST ON CRAWFORD STREET FOR 2.17 KM (1.35 MI)TO A PAVED ROAD LEFT. TURN LEFT, NORTHEAST, ON AIRPORT ROAD FOR 1.23 KM (0.76 MI)TO A T-ROAD. TURN LEFT, NORTH, ON CEDAR ROAD FOR 0.46 KM (0.29 MI)TO A GRAVEL LANE RIGHT. TURN RIGHT, EAST, ON GRAVEL ENTRANCE ROAD TO AIRPORT FOR 0.12 KM (0.07 MI)TO A LOCKED GATE. PASS THROUGH GATE ON GRAVEL ROAD FOR 50 M (164.0 FT)TO APRON. TURN RIGHT, SOUTH, FOR 40 M (131.2 FT)PASSING GAS PUMPS ON THE LEFT. TURN LEFT, EAST, FOR 50 M (164.0 FT)TO THE TAXI. TURN LEFT, NORTH, ON TAXI FOR 0.13 KM (0.08 MI)TO A TAXI ON THE RIGHT. TURN RIGHT, EAST, ON TAXI FOR 0.13 KM (0.08 MI)TO RUNWAY 04-22. CROSS RUNWAY AND CONTINUE EAST ON OLD TAXI FOR 0.11 KM (0.07 MI) TO THE WINDSOCK ON THE LEFT AND THE STATION. STATION MARK IS SET IN THE TOP OF A 25-CM ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS 50.0 M (164.0 FT)SOUTH-SOUTHEAST FROM THE WINDSOCK POLE, 18.2 M (59.7 FT)SOUTHEAST FROM A 1.0 M (3.3 FT) TALL, 15 CM DIAMETER PVC PIPE PROJECTING FROM THE GROUND, 9.3 M (30.5 FT)NORTH FROM THE CENTER OF OLD TAXI, AND 0.9 M (3.0 FT) SOUTH FROM A FIBERGLASS WITNESS POST.
07/27/1996 by CHANCE (GOOD)
RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL) THE STATION IS LOCATED 21 MILES (33.8 KM) NORTH OF SPOKANE, 6.5 MILES (10.5 KM) SOUTHEAST OF CLAYTON, 2.0 MILES (3.2 KM) NORTHEAST OF DEER PARK, AT THE DEER PARK AIRPORT, BOB DANO - MAYOR / AIRPORT MANAGER, PHONE 509-276-8802 TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 195 AND MAIN AVE IN DEER PARK, PROCEED NORTH ON MAIN AVE 0.8 MI (1.3 KM) TO CRAWFORD STREET, TURN RIGHT AND PROCEED EAST 1.35 MI (2.17 KM) TO AIRPORT ROAD, TURN LEFT AND PROCEED NORTHEAST ON AIRPORT ROAD 0.75 MI (1.21 KM) TO JUNCTION WITH CEDAR ROAD. TURN LEFT AND PROCEED NORTH ON CEDAR ROAD 0.3 MI (0.5 KM) TO AIRPORT ENTRANCE, TURN RIGHT AND PROCEED EAST 0.15 MI (0.24 KM) THROUGH THE ENTRANCE GATE TO JUNCTION WITH NORTH-SOUTH TAXIWAY, TURN LEFT AND PROCEED NORTH 0.05 MI (0.08 KM) TO JUNCTION WITH EAST-WEST TAXIWAY, TURN RIGHT AND PROCEED EAST 0.15 ACROSS RUNWAY 16-34 TO THE STATION ON THE LEFT THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY HORIZONTAL CONTROL MARK SET IN TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE SURFACE. THE STATION IS LOCATED 9.25 M (30.35 FT) NORTH OF THE CENTERLINE OF THE ABANDONED TAXIWAY, 1.65 METERS (5.41 FT) NORTH OF THE NORTH EDGE OF THE TAXIWAY, 50.1 METERS (164.4 FT) SOUTH OF THE WIND SOCK, 18.2 M (59.7 FT) SOUTHEAST OF A LONE 15 CM PVC PIPE PROJECTING VERTICALLY ABOVE GROUND, 90.75 M (297.74 FT) EAST OF THE CENTERLINE OF RUNWAY 16-34, 0.95 M (3.12 FT) SOUTH OF A CARSONITE WITNESS POST THE STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS) - WASHINGTON ANA SURVEYS 1996
08/19/1997 by NGS (GOOD)
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (KRN) RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES. AIRPORT MANAGER IS MRS. PENNY LUMIS, ADDRESS-1200 NORTH CEDAR, DEER PARK, WASHINGTON, 99006. PHONE- (509) 276-8663.

Control Text

  • This mark is at Deer Park Airport (07S)
  • The horizontal coordinates were established by GPS observations and adjusted by the National Geodetic Survey in December 1992.
  • The orthometric height was determined by GPS observations and a high-resolution geoid model.
  • GPS derived orthometric heights for airport stations designated as PACS or SACS are published to 2 decimal places. This maintains centimeter relative accuracy between the PACS and SACS. It does not indicate centimeter accuracy relative to other marks which are part of the NAVD 88 network.
  • The X, Y, and Z were computed from the position and the ellipsoidal ht.
  • The Laplace correction was computed from DEFLEC99 derived deflections.
  • The ellipsoidal height was determined by GPS observations and is referenced to NAD 83.
  • The geoid height was determined by GEOID99.

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