APPENDIX F- Sample Survey.pdf

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REPAIR & REPLACE ATON AT THE U. S. COAST GUARD (USCG), BASE TONGUE POINT/COLUMBIA RIVER; ASTORIA, OR
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70Z08826B0000123
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This is a geodetic survey report documenting the horizontal and vertical positioning of a newly constructed aid-to-navigation (ATON) structure for the Quillayute River Sector Light 3 (LLNR 16090) located at La Push, Washington. The survey was performed at the request of Quigg Bros., Inc., of Aberdeen, Washington, and conducted on June 23, 2022, by Minister & Glaeser Surveying, Inc., with surveyor Daniel A. Renton, P.L.S., C.W.R.E.

The survey utilized Global Positioning System (GPS) in static data collection mode (4+ hours) and Real Time Kinematic GPS (RTK-GPS) for positioning verification. Two NGS-OPUS-SHARED-SOLUTION control monuments served as reference stations: "944 2396 TIDAL 7 (PID: SD0158)" and "11+00 25+00 F. LT TOE (PID: BBDR10)". The final position of the light structure's focal point was determined using multiple processing methods (NGS-OPUS, Trimble Business Center, and RTK-GPS) to ensure accuracy. The as-built position in Washington State Plane Coordinates (NAD 83_2011, North Zone, US-Feet) is Northing 354176.41, Easting 706053.57, with NAVD 88 elevation of 32.85 feet and Mean High Water elevation of 26.49 feet. The structure consists of four steel piles with a steel-framed 10-foot square platform supporting a 3-tube VLS-46 sector light, positioned 0.55 feet left of the design range line. QA/QC checks confirmed consistency across all three independent measurement methods, with maximum discrepancies of 0.05 feet horizontally and 0.14 feet vertically.

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MGS Job: 22-264

GEODETIC SURVEY

QUILLAYUTE RIVER SECTOR LIGHT 3 (LLNR 16090)

LA PUSH, WA

Daniel A. Renton, P.L.S., C.W.R.E Vice President Minister & Glaeser Surveying, Inc.

DAR

Typewritten Text 07/12/2022

TEBooth Typewritten Text Survey conducted 6/23/2022

NARRATIVE

This survey was performed at the request of Quigg Bros., Inc., of Aberdeen, Wa. The purpose of this survey was to determine the horizontal and vertical position of one (1) newly constructed aid-to-navigation structures (ATON) QUILLAYUTE RIVER SECTOR LIGHT 3 (LLNR 16090) located at the mouth of the Quillayute River in La Push, Wa. NOAA Chart 18480 (Destruction Island to Amphitrite Point).

(ATON) QUILLAYUTE RIVER SECTOR LIGHT 3 (LLNR 16090)

The position of the navigation structure was determined by the use of the Global Positioning System (GPS) operating in a static data collection mode (4 plus hours). The following National Geodetic Survey Online Positioning User Service Data Base (NGS-OPUS-SHARED-SOLUTION) control monuments were used for this survey:

NGS-OPUS-SHARED-SOLUTION: “944 2396 TIDAL 7 (PID: SD0158)”

NGS-OPUS-SHARED-SOLUTION: “11+00 25+00 F. LT TOE (PID: BBDR10)”

A 1-person survey crew consisting of August “AUG-DOG” Karlsen performed the fieldwork on June 23, 2022. A Trimble R8s GNSS dual frequency receiver was set on NGS-OPUS-SHARED-SOLUTION control station “944 2396 TIDAL 7 (PID: SD0158)”, a Trimble R8 GNSS dual frequency receiver was set on NGS-OPUS-SHARED- SOLUTION control station “11+00 25+00 F. LT TOE (PID: BBDR10)”, a Trimble R8 GNSS dual frequency receiver was set on aid-to-navigation structures (ATON) QUILLAYUTE RIVER SECTOR LIGHT 3 (LLNR 16090). A baseline was measured to the focal point of the center light of the 3 light sector light structure of the (ATON) QUILLAYUTE RIVER SECTOR LIGHT 3 (LLNR 16090) from the two (2) NGS-OPUS-SHARED SOLUTION control stations.

The focal focal point of the center light of the 3 light sector light structure of the (ATON) QUILLAYUTE RIVER SECTOR LIGHT 3 (LLNR 16090) were tied from NGS-OPUS-SHARED-SOLUTION control station “944 2396 TIDAL 7 (PID: SD0158)” and NGS-OPUS-SHARED-SOLUTION control station “11+00 25+00 F. LT TOE (PID: BBDR10)”. The following baselines were measured simultaneously using the NGS-OPUS-SHARED- SOLUTION control stations.

NGS-OPUS-SHARED-SOLUTION: “944 2396 TIDAL 7 (PID: SD0158)”

To

(ATON) QUILLAYUTE RIVER SECTOR LIGHT 3 (LLNR 16090)

NGS-OPUS-SHARED-SOLUTION: “11+00 25+00 F. LT TOE (PID: BBDR10)”

To

(ATON) QUILLAYUTE RIVER SECTOR LIGHT 3 (LLNR 16090)

The position of the aid to navigation (ATON) QUILLAYUTE RIVER SECTOR LIGHT 3 (LLNR 16090) was computed by processing the 4 hours of Static data using the National Geodetic Survey Online Positioning User Service (NGS-OPUS) and cross checked using Static GPS Data Collection that was processed with Trimble Business Center (TBC) software and also cross checked using Real Time Kinematic GPS (RTK-GPS) with the RTK-GPS (Trimble R8s GNSS dual frequency receiver) base set on NGS-OPUS-SHARED-SOLUTION control station “944 2396 TIDAL 7 (PID: SD0158)” and the RTK-GPS (Trimble R10-2 GNSS dual frequency receiver) rover set on (ATON) QUILLAYUTE RIVER SECTOR LIGHT 3 (LLNR 16090)

LISTED BELOW ARE THE QA/QC RESULTS

RTK GPS DATA COLLECTION NORTHING (1) EASTING (1) ELEVATION (2) ELEVATION (3)

QUILLAYUTE RIVER SECTOR LIGHT 3 (LLNR 16090)

354176.46 706053.50 32.74 26.38

STATIC GPS DATA COLLECTION (TBC*) NORTHING (1) EASTING (1) ELEVATION (2) ELEVATION (3)

QUILLAYUTE RIVER SECTOR LIGHT 3 (LLNR 16090) 354176.45 706053.49 32.71 26.35

STATIC GPS DATA COLLECTION (OPUS**) NORTHING (1) EASTING (1) ELEVATION (2) ELEVATION (3)

QUILLAYUTE RIVER SECTOR LIGHT 3 (LLNR 16090) 354176.41 706053.57 32.85 26.49

RTK/STATIC GPS (TBC*) CHECKS Δ NORTHING (1) Δ EASTING (1) Δ ELEVATION (2) Δ ELEVATION (3)

QUILLAYUTE RIVER SECTOR LIGHT 3 (LLNR 16090) 0.01 0.01 0.03 0.03

RTK/STATIC GPS (OPUS**) CHECKS Δ NORTHING (1) Δ EASTING (1) Δ ELEVATION (2) Δ ELEVATION (3)

QUILLAYUTE RIVER SECTOR LIGHT 3 (LLNR 16090) 0.05 -0.07 -0.11 -0.11

STATIC GPS (TBC*)/STATIC GPS (OPUS**) CHECKS Δ NORTHING (1) Δ EASTING (1) Δ ELEVATION (2) Δ ELEVATION (3)

QUILLAYUTE RIVER SECTOR LIGHT 3 (LLNR 16090) 0.04 -0.08 -0.14 -0.14

(1) NAD 83_(2011) (EPOCH:2010.0000), WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, US-FEET

(2) NAVD 88

(3) MHW (MEAN HIGH WATER)

(TBC*) PROCESSED WITH TRIMBLE BUSINESS CENTER SOFTWARE

(OPUS**) PROCESSED USING THE NATIONAL GEODETIC SURVEY ONLINE POSITIONING USER SERVICE

ASBUILT COMPARISON RESULTS

NORTHING (1) EASTING (1) ELEVATION (2) ELEVATION (3)

ASBUILT POSITION

QUILLAYUTE RIVER SECTOR LIGHT 3 (LLNR 16090) 354176.41 706053.57 32.85 26.49

DESIGN POSITION

QUILLAYUTE RIVER SECTOR LIGHT 3 (LLNR 16090) 354176.76 706053.05 33.36 27.00

DELTAS

Δ NORTHING

(1)

Δ EASTING

(1)

Δ ELEVATION

(2)

Δ ELEVATION

(3)

QUILLAYUTE RIVER SECTOR LIGHT 3 (LLNR 16090) -0.35 0.52 -0.51 -0.51

ASBUILT POSITION OF THE QUILLAYUTE RIVER SECTOR LIGHT 3

(LLNR 16090) IS 0.55 FEET LEFT OF RANGE LINE

(1) NAD 83_(2011) (EPOCH:2010.0000), WASHINGTON STATE PLANE

COORDINATE SYSTEM, NORTH ZONE, US-FEET

(2) NAVD 88

(3)MHW (MEAN HIGH WATER)

The Mean High-Water Datum (MHW) elevation was computed from the NOAA Tides and Currents Tables for 9442396 La Push, Quillayute River, Washington. The STATIC (OPUS)-GPS derived elevation was held for the NAVD 88 (GEOID18 CONUS) elevation for (ATON) QUILLAYUTE RIVER SECTOR LIGHT 3 (LLNR 16090)

See attachment “A” for the network control drawing.

NAVIGATION AIDS AND CONTROL POINT POSITIONS

(NAD 83_ (2011) (EPOCH: 2010.0000) - GEODETIC)

NAVIGATION AID LATITUDE LONGITUDE ELEVATION

QUILLAYUTE RIVER SECTOR *47° 54' 27.06563"N *124° 38' 40.57728"W **32.85’ ***26.49’

LIGHT 3 (LLNR 16090)

NAVIGATION AIDS AND CONTROL POINT POSITIONS

(WGS_84 - GEODETIC)

NAVIGATION AID LATITUDE LONGITUDE ELEVATION

QUILLAYUTE RIVER SECTOR *47° 54' 27.0850"N *124° 38' 40.6320"W **32.85’ ***26.49’

*GEODETIC POSITION FROM NGS OPUS-SHARED SOLUTION SHEETS AND CONVERTED TO WGS 84

USING ESRI ARCGIS PRO, SEE ATTACHMENT “C”

**NORTH AMERICAN VERTICAL DATUM 1988 (GEOID18_CONUS) (NAVD 88) ELEVATION

AT FOCAL POINT OF LIGHT

***MEAN HIGH WATER DATUM (MHW) ELEVATION AT FOCAL POINT OF LIGHT

CONTROL POINTS USED

NGS-OPUS-SHARED-SOLUTION:

“944 2396 TIDAL 7 (PID: SD0158)” * 47° 54' 31.08944"N * 124° 38' 16.65938"W **17.20’ ***10.33’

NGS-OPUS-SHARED-SOLUTION:

“11+00 25+00 F. LT TOE (PID: BBDR10)” * 47° 54' 44.68725"N * 124° 38' 06.14266"W **27.57’ ***21.22’

*GEODETIC POSITION FROM NGS OPUS-SHARED SOLUTION SHEETS, SEE ATTACHMENT “D”

**NORTH AMERICAN VERTICAL DATUM 1988 (GEOID18_CONUS) (NAVD 88)

*** MEAN HIGH WATER DATUM (MWH)

NAVIGATION AID POSITION

(NAD 83_ (2011) (EPOCH: 2010.0000) WASHINGTON NORTH ZONE,)

(STATE PLANE, US-FEET)

NAVIGATION AID NORTHING EASTING ELEVATION

QUILLAYUTE RIVER SECTOR *354176.41 *706053.57 **32.85’ ***26.49’

TEBooth Highlight

TEBooth Highlight

TEBooth Highlight

TEBooth Highlight

TEBooth Highlight

NAVIGATION AID POSITION

(NAD 83_ (2011) (EPOCH: 2010.0000) WASHINGTON NORTH ZONE,)

(STATE PLANE, METERS)

NAVIGATION AID NORTHING EASTING ELEVATION

QUILLAYUTE RIVER SECTOR * 107953.186 * 215205.560 **10.012’ ***8.073’

LIGHT 3 (LLNR 16090)

*GEODETIC POSITION FROM NGS OPUS-SHARED SOLUTION SHEETS, SEE ATTACHMENT “C”

**NORTH AMERICAN VERTICAL DATUM 1988 (GEOID18_CONUS) (NAVD 88) ELEVATION

AT FOCAL POINT OF LIGHT

*** MEAN HIGH WATER DATUM (MWH) ELEVATION AT FOCAL POINT OF LIGHT

NAVIGATION AID DESCRIPTION REPORT

DATE: 06-23-2022

ATON NAME: QUILLAYUTE RIVER SECTOR LIGHT 3 (LLNR 16090)

NUMBER OF PILES: 4

TYPE OF PILES: STEEL

MISC.: STEEL FRAMED STRUCTURE

QUILLAYUTE RIVER SECTOR LIGHT 3 (LLNR 16090)

SHAPE OF DAY BOARD: GREEN BOARD WITH BLACK LIGHT NUMBER 3

TYPE OF LIGHT: 3 LIGHT SECTOR LIGHT MODEL NUMBER VLS-46

HEIGHT OF LIGHT FOCAL POINT FROM WATER SURFACE: 29.5 FT TIME 11:00 AM PDT

ADDITIONAL INFORMATION:

QUILLAYUTE RIVER SECTOR LIGHT 3 (LLNR 16090) HAS A SOLAR PANEL AND BATTERY PACK

LOCATED ON THE PLATFORM THAT SUPPLIES POWER TO THE LIGHT.

SKETCH: SEE ATTACHMENT “B”

7/12/22, 11:26 AM Shared Solution https://geodesy.noaa.gov/OPUS/getDatasheet.jsp?PID=BBHX38&ts=22193142251 1/1

Shared Solution

PID: BBHX38

Designation: QUILLAYUTE RIVER DIRECTIONAL LIGHT 3 LLNR 16090

Stamping: NONE Stability: Monuments of questionable or unknown reliability

Setting: Light structures (other than listed below) Description: FOCAL POINT OF THE CENTER TUBE OF A 3 LIGHT

SECTOR LIGHT (MODEL VLS-46).

THE LIGHT IS MOUNTED ON THE UNITED STATES COAST

GUARD (USCG) AID TO NAVIGATION (ATON) LLNR 16090

ON THE QUILLAYUTE RIVER DIRECTIONAL LIGHT 3. A 4

PILE STEEL STRUCTURE WITH A 10 FOOT SQUARE

PLATFORM WITH A GREEN BOARD AND BLACK NUMBER

3 ATTACHED.

TO OBTAIN MEAN HIGH WATER, SUBTRACT 6.36 FEET

FROM THE NAVD88 (GEOID 18 CONUS) ELEVATION. TO

OBTAIN MEAN LOWER LOW WATER, ADD 1.45 FEET TO

THE NAVD88 (GEOID 18 CONUS) ELEVATION.

Observed: 2022-06-23T16:50:00Z Source: OPUS - page5 2008.25

Close-up View

REF_FRAME:

NAD_83(2011)

EPOCH:

2010.0000 SOURCE:

NAVD88 (Computed using GEOID18) UNITS: m SET PROFILE DETAILS

LAT: 47° 54' 27.06563" ± 0.004

m

LON: -124° 38' 40.57728" ±

0.005 m

ELL HT: -13.390 ±

0.021 m X: -2435014.763 ±

0.013 m Y: -3523882.477 ±

0.012 m Z: 4709979.563 ±

0.013 m

ORTHO HT: 10.012 ± 0.076

m

UTM

10 SPC

4601(WA N)

NORTHING: 5307330.375m 107953.186m

EASTING: 377102.466m 215205.560m

CONVERGENCE: -1.22055278° -2.83756944°

POINT SCALE: 0.99978559 0.99994897

COMBINED FACTOR: 0.99978769 0.99995107

CONTRIBUTED BY

dar Minister and Glaeser Surveying Incorporated

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.

QUILLAYUTE RIVER DIRECTIONAL LIGHT 3 LLNR

16090

Leaflet | Sources https://geodesy.noaa.gov/OPUS/getimage?imgType=close-up&pid=BBHX38&ts=22193142251 javascript:sendMail() http://www.mgsurvey.com/ https://geodesy.noaa.gov/OPUS/getimage?imgType=horizon&pid=BBHX38&ts=22193142251 http://leafletjs.com/

DAR

ATTACHMENT "C"

From: opus To: Daniel Renton Subject: OPUS solution : 73191740.T01 OP1657551296907 Date: Monday, July 11, 2022 7:56:35 AM

FILE: 73191740.T01 OP1657551296907

NGS OPUS SOLUTION REPORT

All computed coordinate accuracies are listed as peak-to-peak values.

For additional information: https://www.ngs.noaa.gov/OPUS/about.jsp#accuracy

USER: dar@mgsurvey.com DATE: July 11, 2022 RINEX FILE: 7319174q.22o TIME: 14:56:07 UTC

SOFTWARE: page5 2008.25 master278.pl 160321 START: 2022/06/23 16:50:00 EPHEMERIS: igs22154.eph [precise] STOP: 2022/06/23 20:51:00 NAV FILE: brdc1740.22n OBS USED: 8711 / 10219 : 85%

ANT NAME: TRM5800 NONE # FIXED AMB: 71 / 74 : 96%

ARP HEIGHT: 0.237744 OVERALL RMS: 0.017(m)

REF FRAME: NAD_83(2011)(EPOCH:2010.0000) ITRF2014 (EPOCH:2022.4761)

X: -2435014.763(m) 0.013(m) -2435015.578(m) 0.013(m) Y: -3523882.477(m) 0.012(m) -3523881.315(m) 0.012(m) Z: 4709979.563(m) 0.013(m) 4709979.639(m) 0.013(m)

LAT: 47 54 27.06563 0.004(m) 47 54 27.07913 0.004(m) E LON: 235 21 19.42272 0.005(m) 235 21 19.35860 0.005(m) W LON: 124 38 40.57728 0.005(m) 124 38 40.64140 0.005(m) EL HGT: -13.390(m) 0.021(m) -13.664(m) 0.021(m) ORTHO HGT: 10.012(m) 0.076(m) [NAVD88 (Computed using GEOID18)]

UTM COORDINATES STATE PLANE COORDINATES

UTM (Zone 10) SPC (4601 WA N) Northing (Y) [meters] 5307330.375 107953.186 Easting (X) [meters] 377102.466 215205.560 Convergence [degrees] -1.22055278 -2.83756944 Point Scale 0.99978559 0.99994897 Combined Factor 0.99978769 0.99995107

US NATIONAL GRID DESIGNATOR: 10TCU7710207330(NAD 83)

BASE STATIONS USED

PID DESIGNATION LATITUDE LONGITUDE DISTANCE(m)

PTRF 72863.8

AF9668 PABH PACIFIC BEACH CORS ARP N471246.064 W1241216.431 84039.4

DN5849 PTAA PORT ANGELES CORS ARP N480700.571 W1232939.634 88916.8

NEAREST NGS PUBLISHED CONTROL POINT

SD0161 944 2396 TIDAL 3 N475426.000 W1243845.000 97.6

mailto:opus@ngs.noaa.gov mailto:DAR@mgsurvey.com https://www.ngs.noaa.gov/OPUS/about.jsp#accuracy

DAR

ATTACHMENT 'C"

BASE STATION INFORMATION

STATION NAME: ptrf a 3 (Port Renfrew; Port Renfrew, British Columbia Cana

MONUMENT: NO DOMES NUMBER

XYZ -2390981.8393 -3490234.1201 4757287.5792 MON @ 2010.0000 (M)

XYZ -0.0091 -0.0038 -0.0019 VEL (M/YR)

NEU 0.0000 0.0000 0.0000 MON TO ARP (M)

NEU -0.0000 -0.0004 0.1274 ARP TO L1 PHASE CENTER (M)

NEU -0.0001 0.0003 0.1411 ARP TO L2 PHASE CENTER (M)

XYZ -0.1133 -0.0480 -0.0236 VEL TIMES 12.4760 YRS

XYZ 0.0000 0.0000 0.0000 MON TO ARP

XYZ -0.0481 -0.0694 0.0955 ARP TO L1 PHASE CENTER

XYZ -2390982.0007 -3490234.2375 4757287.6511 L1 PHS CEN @ 2022.4761

XYZ -0.0000 0.0000 0.0000 + XYZ ADJUSTMENTS

XYZ -2390982.0007 -3490234.2375 4757287.6511 NEW L1 PHS CEN @ 2022.4761

XYZ -2390981.9526 -3490234.1682 4757287.5556 NEW ARP @ 2022.4761

XYZ -2390981.9526 -3490234.1682 4757287.5556 NEW MON @ 2022.4761

LLH 48 32 39.36302 235 35 12.98368 172.9989 NEW L1 PHS CEN @ 2022.4761

LLH 48 32 39.36303 235 35 12.98370 172.8714 NEW ARP @ 2022.4761

LLH 48 32 39.36303 235 35 12.98370 172.8714 NEW MON @ 2022.4761

STATION NAME: pabh a 3 (Pacific Beach; Pacific Beach, Washington USA)

MONUMENT: 49768M001

XYZ -2439933.8269 -3589636.0686 4657876.4912 MON @ 2010.0000 (M)

XYZ 0.0003 -0.0011 -0.0008 VEL (M/YR)

NEU -0.0000 0.0000 0.0813 MON TO ARP (M)

NEU -0.0017 0.0017 0.0857 ARP TO L1 PHASE CENTER (M)

NEU -0.0022 0.0008 0.1166 ARP TO L2 PHASE CENTER (M)

XYZ 0.0043 -0.0139 -0.0102 VEL TIMES 12.4761 YRS

XYZ -0.0310 -0.0457 0.0597 MON TO ARP

XYZ -0.0320 -0.0501 0.0617 ARP TO L1 PHASE CENTER

XYZ -2439933.8856 -3589636.1783 4657876.6025 L1 PHS CEN @ 2022.4761

XYZ 0.0000 -0.0000 -0.0000 + XYZ ADJUSTMENTS

XYZ -2439933.8856 -3589636.1783 4657876.6025 NEW L1 PHS CEN @ 2022.4761

XYZ -2439933.8536 -3589636.1282 4657876.5407 NEW ARP @ 2022.4761

XYZ -2439933.8226 -3589636.0825 4657876.4811 NEW MON @ 2022.4761

LLH 47 12 46.07762 235 47 43.50538 13.0666 NEW L1 PHS CEN @ 2022.4761

LLH 47 12 46.07767 235 47 43.50530 12.9810 NEW ARP @ 2022.4761

LLH 47 12 46.07767 235 47 43.50530 12.8997 NEW MON @ 2022.4761

STATION NAME: ptaa a 2 (PORT ANGELES; Port Angeles, Washington USA)

MONUMENT: NO DOMES NUMBER

XYZ -2354268.1320 -3557671.8640 4725608.5490 MON @ 2010.0000 (M)

XYZ -0.0088 -0.0008 -0.0048 VEL (M/YR)

NEU -0.0000 0.0000 0.0083 MON TO ARP (M)

NEU -0.0001 0.0011 0.0655 ARP TO L1 PHASE CENTER (M)

NEU 0.0002 0.0005 0.0557 ARP TO L2 PHASE CENTER (M)

XYZ -0.1096 -0.0106 -0.0604 VEL TIMES 12.4760 YRS

XYZ -0.0031 -0.0046 0.0062 MON TO ARP

XYZ -0.0233 -0.0371 0.0486 ARP TO L1 PHASE CENTER

XYZ -2354268.2680 -3557671.9163 4725608.5434 L1 PHS CEN @ 2022.4761

XYZ -0.0000 -0.0000 -0.0000 + XYZ ADJUSTMENTS

XYZ -2354268.2680 -3557671.9163 4725608.5434 NEW L1 PHS CEN @ 2022.4761

XYZ -2354268.2447 -3557671.8792 4725608.4948 NEW ARP @ 2022.4761

XYZ -2354268.2416 -3557671.8746 4725608.4886 NEW MON @ 2022.4761

LLH 48 7 0.58298 236 30 20.29636 66.9240 NEW L1 PHS CEN @ 2022.4761

LLH 48 7 0.58299 236 30 20.29631 66.8586 NEW ARP @ 2022.4761

LLH 48 7 0.58299 236 30 20.29631 66.8503 NEW MON @ 2022.4761

REMOTE STATION INFORMATION

STATION NAME: 7319 1

MONUMENT: NO DOMES NUMBER

XYZ -2435016.0136 -3523881.5346 4709979.8005 MON @ 2022.4759 (M)

NEU -0.0009 -0.0010 0.2378 MON TO ARP (M)

NEU 0.0009 0.0010 0.0748 ARP TO L1 PHASE CENTER (M)

NEU -0.0001 -0.0023 0.0772 ARP TO L2 PHASE CENTER (M)

XYZ -0.0918 -0.1311 0.1759 MON TO ARP

XYZ -0.0274 -0.0413 0.0561 ARP TO L1 PHASE CENTER

XYZ -2435016.1327 -3523881.7070 4709980.0325 L1 PHS CEN @ 2022.4761

BASELINE NAME: ptrf 7319

XYZ 0.4356 0.2223 -0.1644 + XYZ ADJUSTMENTS

XYZ -2435015.6971 -3523881.4847 4709979.8681 NEW L1 PHS CEN @ 2022.4761

XYZ -2435015.6698 -3523881.4434 4709979.8120 NEW ARP @ 2022.4761

XYZ -2435015.5780 -3523881.3123 4709979.6361 NEW MON @ 2022.4761

LLH 47 54 27.07912 235 21 19.35855 -13.3551 NEW L1 PHS CEN @ 2022.4761

LLH 47 54 27.07909 235 21 19.35850 -13.4300 NEW ARP @ 2022.4761

LLH 47 54 27.07912 235 21 19.35855 -13.6677 NEW MON @ 2022.4761

BASELINE NAME: pabh 7319

XYZ 0.4429 0.2242 -0.1658 + XYZ ADJUSTMENTS

XYZ -2435015.6899 -3523881.4828 4709979.8667 NEW L1 PHS CEN @ 2022.4761

XYZ -2435015.6625 -3523881.4415 4709979.8105 NEW ARP @ 2022.4761

XYZ -2435015.5707 -3523881.3104 4709979.6347 NEW MON @ 2022.4761

LLH 47 54 27.07922 235 21 19.35878 -13.3601 NEW L1 PHS CEN @ 2022.4761

LLH 47 54 27.07919 235 21 19.35874 -13.4349 NEW ARP @ 2022.4761

LLH 47 54 27.07922 235 21 19.35878 -13.6727 NEW MON @ 2022.4761

BASELINE NAME: ptaa 7319

XYZ 0.4297 0.2124 -0.1532 + XYZ ADJUSTMENTS

XYZ -2435015.7030 -3523881.4946 4709979.8792 NEW L1 PHS CEN @ 2022.4761

XYZ -2435015.6756 -3523881.4533 4709979.8231 NEW ARP @ 2022.4761

XYZ -2435015.5839 -3523881.3222 4709979.6473 NEW MON @ 2022.4761

LLH 47 54 27.07908 235 21 19.35859 -13.3392 NEW L1 PHS CEN @ 2022.4761

LLH 47 54 27.07906 235 21 19.35854 -13.4141 NEW ARP @ 2022.4761

LLH 47 54 27.07908 235 21 19.35859 -13.6518 NEW MON @ 2022.4761

G-FILES

Axx2022 623 22 623 B2022 6231649 22 6232051 1 page5 v2008.25IGS 132 1 2 27NGS 2022 711IFDDPX

IITRF2014_2215 IGS 20220619

C00090002 440336254 15 336471442 25 473079194 36 X1742A7319X1742APTRF

D 1 2 9019586 1 3 -7437886 2 3 -8514407

Axx2022 623 22 623 B2022 6231649 22 6232051 1 page5 v2008.25IGS 132 1 2 27NGS 2022 711IFDDPX

IITRF2014_2215 IGS 20220619

C00090003 -49182518 15 -657547721 24 -521031536 30 X1742A7319X1742APABH

D 1 2 8649523 1 3 -8941426 2 3 -7518691

Axx2022 623 22 623 B2022 6231649 22 6232051 1 page5 v2008.25IGS 132 1 2 27NGS 2022 711IFDDPX

IITRF2014_2215 IGS 20220619

C00090005 807473422 14 -337905524 20 156288413 26 X1742A7319X1742APTAA

D 1 2 7237556 1 3 -7992157 2 3 -9181176

POST-FIT RMS BY SATELLITE VS. BASELINE

OVERALL 02 05 06 11 12 13 15 16

ptrf-7319| 0.019 0.018 0.024 0.013 0.016 0.020 18 19 20 23 24 25 26 29 31 ptrf-7319| 0.026 0.026 0.019 ... 0.017 ... 0.026 0.016 0.023

OVERALL 02 05 06 11 12 13 15 16

pabh-7319| 0.015 0.014 0.018 0.010 0.014 0.016 18 19 20 23 24 25 26 29 31 pabh-7319| 0.017 0.012 0.015 ... 0.016 0.017 0.018 0.015 0.017

OVERALL 02 05 06 11 12 13 15 16

ptaa-7319| 0.015 0.014 0.018 0.011 0.020 0.015 18 19 20 23 24 25 26 29 31 ptaa-7319| 0.020 0.012 0.016 ... 0.020 0.015 0.019 0.015 0.015

OBS BY SATELLITE VS. BASELINE

OVERALL 02 05 06 11 12 13 15 16

ptrf-7319| 2961 387 307 209 371 267 18 19 20 23 24 25 26 29 31 ptrf-7319| 156 78 449 ... 101 ... 106 364 166

OVERALL 02 05 06 11 12 13 15 16

pabh-7319| 2666 376 288 90 349 178 18 19 20 23 24 25 26 29 31 pabh-7319| 177 41 387 ... 62 387 149 35 147

OVERALL 02 05 06 11 12 13 15 16

ptaa-7319| 3084 397 310 215 65 254 18 19 20 23 24 25 26 29 31 ptaa-7319| 185 87 461 ... 98 445 116 302 149

ITRF position of 7319 as determined by individual baselines X Y Z ptrf -2435015.578 -3523881.312 4709979.636 pabh -2435015.571 -3523881.310 4709979.635 ptaa -2435015.584 -3523881.322 4709979.647

Residuals of position determined by individual baselines from the final position X Y Z East North Up ptrf -0.000 0.003 -0.003 -0.002 -0.001 -0.004 pabh 0.007 0.005 -0.005 0.003 0.003 -0.009 ptaa -0.006 -0.007 0.008 -0.001 -0.002 0.012

Covariance Matrix for the xyz OPUS Position (meters^2).

0.0000032756 0.0000004464 -0.0000007411

0.0000004464 0.0000073711 -0.0000010233 -0.0000007411 -0.0000010233 0.0000201889

Covariance Matrix for the enu OPUS Position (meters^2).

0.0000041816 -0.0000013191 0.0000011618 -0.0000013191 0.0000114199 0.0000067115

0.0000011618 0.0000067115 0.0000152341

Horizontal network accuracy = 0.00708 meters.

Vertical network accuracy = 0.00765 meters.

Derivation of NAD 83 vector components

Position of reference station ARP in NAD_83(2011)(EPOCH:2010.0000).

Xa(m) Ya(m) Za(m)

PTRF 0.00000 0.00000 0.00000

PABH -2439933.03423 -3589637.29056 4657876.48201 2010.00

PTAA -2354267.30942 -3557673.04071 4725608.48182 2010.00

Position of reference station monument in NAD_83(2011)(EPOCH:2010.0000).

Xr(m) Yr(m) Zr(m)

PTRF 0.00000 0.00000 0.00000

PABH -2439933.00323 -3589637.24486 4657876.42231 2010.00

PTAA -2354267.30632 -3557673.03611 4725608.47562 2010.00

Velocity of reference station monument in NAD_83(2011)(EPOCH:2010.0000).

Vx (m/yr) Vy (m/yr) Vz (m/yr)

PTRF 0.01020 -0.00321 0.00623

PABH 0.01926 -0.00054 0.00754

PTAA 0.01040 -0.00020 0.00321

Vectors from unknown station monument to reference station monument in NAD_83(2011)(EPOCH:2010.0000).

Xr-X= DX(m) Yr-Y= DY(m) Zr-Z= DZ(m)

PTRF 2435014.76300 3523882.47700 -4709979.56300

PABH -4918.24023 -65754.76786 -52103.14069 2010.00

PTAA 80747.45668 -33790.55911 15628.91262 2010.00

STATE PLANE COORDINATES - U.S. Survey Foot

SPC (4601 WA N)

Northing (Y) [feet] 354176.411 Easting (X) [feet] 706053.575 Convergence [degrees] -2.83756944 Point Scale 0.99994897 Combined Factor 0.99995107

********** New Reference Frame Preview **********

We are replacing the nation’s NAD 83 and NAVD 88 datums, to improve access and accuracy of the National Spatial Reference System. More at https://geodesy.noaa.gov/datums/newdatums/

Below are approximate coordinates for this solution in the new frames:

APPROX ORTHO HGT: 9.159 (m) [PROTOTYPE (Computed using xGeoid19B,GRS80,ITRF2014)] https://geodesy.noaa.gov/datums/newdatums/

This position and the above vector components were computed without any knowledge by the National Geodetic Survey regarding the equipment or field operating procedures used.

7/12/22, 9:56 AM Shared Solution https://www.ngs.noaa.gov/OPUS/getDatasheet.jsp?PID=BBDR10&ts=14290143103 1/1

Shared Solution

PID: BBDR10

Designation: 11+00 25+00 F. LT TOE

Stamping: 11+00-25+00 F. LT TOE Stability: Monument will probably hold position well

Setting: Object surrounded by mass of concrete Description: 3.5 INCH BRASS DISK - TO REACH THE STATION FROM

THE JUNCTION OF SR101 AND SR110 (LAPUSH ROAD)

NORTH OF FORKS; GO SOUTHWESTERLY 13.8 MI WHERE

THE ROAD TURNS RIGHT AND BECOMES ALDER STREET;

THEN LEFT ON RIVER STREET TO A THREE WAY

INTERSECTION WITH MAIN STREET; TURN RIGHT ON

MAIN STREET TURN RIGHT ON MAIN STREET, GO 0.2 MI

TO A GRAVEL DRIVE ENTRANCE TO THE QUILEUTE

MARINA BOAT RAMP. FROM THE BENCHMARK IS

APPROXIMATELY 250.00 FT N35E ON THE EAST EDGE OF

GRAVEL DRIVE THRU THE BOAT TRAILER PARK.

Observed: 2014-08-23T15:42:00Z 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: 47° 54' 44.68725" ± 0.011

m

LON: -124° 38' 6.14266" ±

0.008 m

ELL HT: -19.598 ±

0.014 m X: -2434194.526 ±

0.012 m Y: -3523953.201 ±

0.004 m Z: 4710339.769 ±

0.013 m

ORTHO HT: 3.771 ± 0.073

m

UTM

10 SPC

4601(WA N)

NORTHING: 5307859.207m 108461.397m

EASTING: 377828.754m 215946.602m

CONVERGENCE: -1.21354669° -2.83044761°

POINT SCALE: 0.99978341 0.99994866

COMBINED FACTOR: 0.99978648 0.99995173

CONTRIBUTED BY

tylers US Army Corps Of Engineers

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.

11+00 25+00 F. LT TOE

Leaflet | Sources https://www.ngs.noaa.gov/OPUS/getimage?imgType=close-up&pid=BBDR10&ts=14290143103 javascript:sendMail() http://www.usace.army.mil/ https://www.ngs.noaa.gov/OPUS/getimage?imgType=horizon&pid=BBDR10&ts=14290143103 http://leafletjs.com/

DAR

7/12/22, 9:55 AM Shared Solution https://www.ngs.noaa.gov/OPUS/getDatasheet.jsp?PID=SD0158&ts=14290125343 1/2

Shared Solution

PID: SD0158

Designation: 944 2396 TIDAL 7

Stamping: 7 1955 Stability: Monuments of questionable or unknown reliability

Setting: Light structures (other than listed below) Mark

Condition:

G

Description: TO REACH THE STATION FROM THE JUNCTION OF SR101

AND SR110 (LAPUSH RD.) NORTH OF FORKS; GO

SOUTHWESTERLY 13.8 MILES WHERE THE ROAD TURNS

RIGHT AND BECOMES ALDER STREET; THEN LEFT ON

RIVER STREET TO A THREE WAY INTERSECTION AT

MAIN STREET; THEN TURN LEFT ON MAIN STREET; GO

APPROXIMATELY 200 FEET TO A ASPHALT DRIVE

LEADING TO A TWO STORY WOODEN BUILDING MADE

OF CEDAR SHAKES AND BLUE METAL ROOF (FORMERLY

THE COAST GUARD ADMINISTRATION BUILDING),

QUILEUTE TRIBAL SCHOOL.

Observed: 2014-08-22T20:23:00Z more obs 1977 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: 47° 54' 31.08944" ± 0.003

m

LON: -124° 38' 16.65938" ±

0.008 m

ELL HT: -14.982 ±

0.003 m X: -2434553.102 ±

0.007 m Y: -3524088.056 ±

0.005 m Z: 4710061.688 ±

0.001 m

ORTHO HT: 8.405 ± 0.070

m

UTM

10 SPC

4601(WA N)

NORTHING: 5307444.042m 108052.740m

EASTING: 377601.569m 215707.754m

CONVERGENCE: -1.21564309° -2.83262259°

POINT SCALE: 0.99978409 0.99994889

COMBINED FACTOR: 0.99978644 0.99995124

CONTRIBUTED BY

tylers US Army Corps Of Engineers

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.

944 2396 TIDAL 7

Leaflet | Sources https://www.ngs.noaa.gov/cgi-bin/ds_mark.prl?PidBox=SD0158 https://www.ngs.noaa.gov/OPUS/getimage?imgType=close-up&pid=SD0158&ts=14290125343 javascript:sendMail() http://www.usace.army.mil/ https://www.ngs.noaa.gov/OPUS/getimage?imgType=horizon&pid=SD0158&ts=14290125343 http://leafletjs.com/

DAR

GEODETIC SURVEY
NAVIGATION AID LATITUDE LONGITUDE ELEVATION
NAVIGATION AID LATITUDE LONGITUDE ELEVATION
CONTROL POINTS USED
NAVIGATION AID DESCRIPTION REPORT

File details come from the government source that posted it. Updated .