Shared Solution

PID: DE8791
Designation: 177 0000 V TIDAL
Stamping: 0000 V 1993 AS 27 2002
Stability: May hold commonly subject to ground movement
Setting: Retaining wall or concrete ledge
Mark Condition: G
Description: THE BENCH MARK IS A DISK SET FLUSH IN A CONCRETE SEAWALL SOUTH OF A BREAKWATER FOR YACHT MOORAGE AND NORTH OF A SERVICE STATION, ON THE NORTH SIDE OF THE STREET RUNNING ALONG THE WATERFRONT, 14.20 M (46.6 FT) NORTH-NORTHEAST OF THE NE-MOST METAL PLATE ON THE GROUND OF THE SERVICE STATION, 0.91 M (3.0 FT)
NORTH OF A CUT-OFF METAL SIGN POST, 0.25 M (0.8 FT) SOUTH OF THE CYCLONE FENCE RUNNING ALONG THE
WATERFRONT AND 0.2 M (0.7 FT) HIGHER THAN THE STREET LEVEL.
Observed: 2024-03-06T20:10:00Z more obs 2020-06-08
Source: OPUS - page5 2008.25
Close-up View
REF_FRAME:   NAD_83(PA11) EPOCH:   2010.0000 SOURCE:   H = h-N (N = GEOID12B HGT) UNITS:  m  SET PROFILE   DETAILS
LAT: -14° 16' 32.39112" ±  0.021   m
LON: -170° 41' 33.85583" ±   0.013   m
ELL HT: 34.780 ±   0.053   m
X: -6101084.891 ±   0.046  m
Y: -999885.036 ±   0.012  m
Z: -1562566.212 ±   0.034  m
ORTHO HT: 1.342 ±  0.088   m
UTM  2 SPC  5300()
NORTHING: 8421764.340m 0.000m
EASTING: 533141.697m 0.000m
CONVERGENCE: 0.07576667° 0.00000000°
POINT SCALE: 0.99961359 0.0
COMBINED FACTOR: 0.99960812 0.00000000
CONTRIBUTED BY
eric.white
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.