Shared Solution

PID:	TS0161
Designation:	944 3090 TIDAL 19
Stamping:	NO 19 1962
Stability:	May hold commonly subject to ground movement
Setting:	Footings of small/medium structures
Mark Condition:	G
Description:	THE BENCH MARK IS A DISK SET IN THE NORTHWEST CORNER OF AN OLD CONCRETE FOUNDATION WHICH IS IN THE NORTHWEST ANGLE OF INTERSECTION OF THE MAIN STREET AND THE ROAD LEADING TO AN ABANDONED DOCK, 21.58 M (70.8 FT) NORTH OF A FIRE HYDRANT ON THE SOUTH SIDE OF THE ROAD, 12.80 M (42.0 FT) WEST OF THE CENTERLINE EXTENSION OF THE PIER, 6.92 M (22.7 FT) NORTHEAST OF A POWER POLE 315 108106 WHICH IS WEST OF THE CENTERLINE EXTENSION OF THE PIER AND ON THE NORTH SIDE OF THE ROAD.
Observed:	2016-04-03T16:13:00Z	more obs 2011-06-09
Source:	OPUS - page5 1209.04

Close-up View

REF_FRAME: NAD_83(2011)

EPOCH: 2010.0000

SOURCE: NAVD88 (Computed using GEOID18)

UNITS: m

SET PROFILE

DETAILS

LAT:	48� 21' 59.52567"	� 0.008 m
LON:	-124� 37' 8.72875"	� 0.010 m
ELL HT:	-15.151	� 0.002 m
X:	-2411849.914	� 0.006 m
Y:	-3493684.354	� 0.010 m
Z:	4744039.322	� 0.006 m
ORTHO HT:	5.677	� 0.051 m

	UTM 10	SPC 4601(WA N)
NORTHING:	5358306.887m	158833.969m
EASTING:	380082.927m	219620.144m
CONVERGENCE:	-1.21026879�	-2.81857377�
POINT SCALE:	0.99977668	0.99995165
COMBINED FACTOR:	0.99977905	0.99995402

	CONTRIBUTED BY
	brendan.pratt
	National Ocean Service

Horizon View

The numerical values for this position solution have satisfied the quality control criteria of the National Geodetic Survey. The contributor has verified that the information submitted is accurate and complete.