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Details for Benchmark: LY2615

N 41° 22.631 W 074° 41.202 (NAD 83)

Altitude: 0

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

Location:
In ORANGE county, NY View Original Datasheet
Designation:
PT JERVIS REFORMED DUTCH CH
Marker Type:
NGS Benchmark
Setting:
setting not listed - see description
Stability:

Must Read!

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I forgot how to do this

tftbm

Spotted while doing a few Labor Day caches with AGR.

Easy one.

drove past while caching in the area

Thanks for the BM.

Found with no problems. Neat church.

Found this with Team Smokey, and Zeigs after the Tri-State Treasures event, as we were driving past getting a number of local caches.
7/12
Jeepman87

Observed this historic church.

[Photos:]
photoLY2615__533.jpg

Spend the day caching and benchmarking with thea101 and tmwolfe6. very pretty

Found with Thea101 and Nadiasmirnoff. hit a number of bechmarks in Port Jervis on Independence Day.

[Photos:]
photoLY2615 - Port Jervis Church

Observed Spire while in town geocaching.

Recovered in good condition.

Found as described. One of several stations in the Port Jervis area.

[Photos:]
photoView 1 of station
photoView 2 of Station

Found as described - one of several easy observations in Port Jervis.

[Photos:]
photoPort Jervis (NY) Dutch Reformed Church
Station is finial atop spire

#9 of 15 for the day. A nice easy one.

LY2615 found in good condition (see photo). . . . patrick & shirley

[Photos:]
photoLY2615 Dutch Reformed Church Spire
photoHistorical sign for Dutch Reformed Church

Documented History (by the NGS)

01/01/1942 by CGS (MONUMENTED)
DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (GWL) THIS INTERSECTION STATION IS THE FINIAL ATOP THE SPIRE OF THE REFORMED DUTCH CHURCH OF DEER PARK. IT IS LOCATED AT THE NE CORNER OF SULLIVAN AND E MAIN STREETS, 78 FEET N OF THE N CURBING OF E MAIN STREET, 91 FEET E OF THE E CURBING OF SULLIVAN STREET. THE BASE OF THE FINIAL WAS THE POINT OBSERVED ON. IT IS APPROXIMATELY 100 FEET HIGH.

Control Text

  • The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in January 1999.
  • The Laplace correction was computed from DEFLEC99 derived deflections.
  • The geoid height was determined by GEOID99.

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