31_62_16.16_25-6.1_Pile_Driving_Records.pdf

TRANSMITTAL OF SHOP DRAWINGS, EQUIPMENT DATA, MATERIAL SAMPLES, OR

MANUFACTURER'S CERTIFICATES OF COMPLIANCE

For use of this form, see ER 415-1-0; the proponent agency is CECW-CE

SECTION I - REQUEST FOR APPROVAL OF THE FOLLOWING ITEMS (This section will be initiated by the contractor)

TO: FROM: CONTRACT NO. THIS IS A:

PROJECT TITLE AND LOCATIONSPECIFICATION SEC. NO. (Cover only one section with each transmittal) THIS TRANSMITTAL IS FOR: (Check one)

DATE TRANSMITTAL NO.

RESUBMITTAL OF

TRANSMITTAL 31 62 16.16 25-6

12/8/2020 31 62 16.16 25-6.1

MCR Sand Island Test Piles, Mouth of the Columbia River, Clatsop County OR

31 62 16.16 25-

W9127N20C0018

VANCOUVER RESIDENT OFFICE

4480 SE COLUMBIA WAY

VANCOUVER, WA 98661-5570

Duwamish-Pacific Joint Venture 6627 Ellis Ave S Seattle WA98108-3521

FIO GA DA CR DA/CR DA/GA S

ITEM NO.

(See Note

3) a.

DESCRIPTION OF SUBMITTAL ITEM

(Type size, model number/etc) b.

SUBMITTAL TYPE CODE

(See Note 8) c.

NO. OF

COPIES

d.

CONTRACT REFERENCE

DOCUMENT

SPEC. PARA

NO.

e.

DRAWING

SHEET NO.

f.

FOR

CONTRACTOR

USE

g.

VARIATION

(See

Instruction No.

6) h.

FOR CE USE

CODE

(Note 9) i.

4 Pile driving records 03 - PRODUCT DATA 0 3.6.3 A No

Pile 4-1C Cone Impact was done using a driven pile (fixed) template. Refer to QC Daily reports for details.

Remarks from Contractor

ENCLOSURES RETURNED (List by item No.) DATE

SECTION II - APPROVAL ACTION

NAME, TITLE AND SIGNATURE OF APPROVING AUTHORITY

I certify that the above submitted items have been reviewed in detail and are correct and in the strict conformance with the contract drawings and specifications except as otherwise stated.

NAME AND SIGNATURE OF CONTRACTOR

ENG FORM 4025-R, JUL 2015 REPLACES EDITION OF MAR 2012, WHICH IS OBSOLETEPage 1 of 1

Digitally signed by zachm@duwamishservices.com Date: 2020.12.08 10:08:30 -08:00

ILWACO

CHINOOK

PILE DIKE 4.01

(SHEET 2)

PILE DIKE 6.37

(SHEET 3)

WASHINGTON

OREGON

"CHINOOK BASE"

TEMPORARY CONTROL - SET THIS SURVEY

N: 967694.24 E: 7330755.66

EL: 24.25 (MLLW)

"Y535 RESET"

FOUND IN GOOD CONDITION

N: 965273.10 E: 7334057.51

"BETTY M"

SEARCHED FOR - NOT FOUND. PRESUMED LOST.

N: 971040.44 E: 7306559.19

C O L U M B I A R I V E

R

MOUTH OF THE COLUMBIA RIVER

SAND ISLAND TEST PILES

USACE SOLICITATION: W9127N20R0022

SHEET 1 OF 3DRAWN: CDKCHECKED: SRK

COLUMBIA RIVER, OREGON, USA

LEGEND

NOTES

1929 BALTIC WAY, #112 - FERNDALE, WA 98248

SURVEYOR

CLIENT

GEODETICS

6627 ELLIS AVENUE SOUTH, SEATTLE, WA 98108

DATUM: NAD83(2011)

PROJECTION: STATE PLANE, OREGON NORTH

UNITS: US SURVEY FEET

0 1500 3000 6000 9000

SCALE IN FEET

1. HORIZONTAL CONTROL IS BASED ON RECORD COORDINATES FOR

"Y535 RESET".

2. AN RTK BASE STATION WAS SET OVER PROJECT CONTROL

ESTABLISHED AT "CHINOOK BASE". RTK CORRECTIONS WERE

BROADCAST BY UHF RADIO TO THE GPS RECEIVER ON THE CRANE.

3. PILES WERE POSITIONED WITH AN RTK GPS INSTALLED AT THE

BOOM TIP ABOVE THE LOAD BLOCK.

4. BOOM TIP GPS WAS INTEGRATED WITH HYPACK DREDGEPACK

PROVIDING A REAL-TIME POSITIONING DISPLAY. THE CRANE

OPERATOR RECORDED POSITIONS AT THE BEGINNING AND END

OF EACH PILE TEST EXCEPT WHERE NOTED ON THE POSITION

TABLE.

2. REAL-TIME PRELIMINARY TIDES FROM NOS TIDE STATION CAPE

DISAPPOINTMENT WERE USED TO COMPUTE MUDLINE DEPTHS.

3. MUDLINE IS RELATIVE TO MLLW AT CAPE DISAPPOINTMENT.

REGISTERED

PROFESSIONAL

LAND SURVEYOR

OREGON

JULY 14, 2009

CHRISTOPHER D. KEMP

56480

EXPIRES: JUNE 30, 2021

REV DESCRIPTION DATE

A B C D

ORIGINAL SUBMITTAL 12/1/20

PROJECT CONTROL

DESIGN TEST LOCATIONS

NO POSITION RECORDEDNP

AS-BUILT TEST LOCATIONS

MOUTH OF THE COLUMBIA RIVER

SAND ISLAND TEST PILES

USACE SOLICITATION: W9127N20R0022

SHEET 2 OF 3DRAWN: CDKCHECKED: SRK

COLUMBIA RIVER, OREGON, USA

LEGEND

NOTES

1929 BALTIC WAY, #112 - FERNDALE, WA 98248

SURVEYOR

CLIENT

GEODETICS

6627 ELLIS AVENUE SOUTH, SEATTLE, WA 98108

DATUM: NAD83(2011)

PROJECTION: STATE PLANE, OREGON NORTH

UNITS: US SURVEY FEET

0 25 50 100 150

SCALE IN FEET

REGISTERED

PROFESSIONAL

LAND SURVEYOR

OREGON

JULY 14, 2009

CHRISTOPHER D. KEMP

56480

EXPIRES: JUNE 30, 2021

PROJECT CONTROL

REV DESCRIPTION DATE

A B C D

ORIGINAL SUBMITTAL 12/1/20

4-1F

4-1C4-2C4-3C

4-2F

4-4C

DESIGN TEST LOCATIONS

NO POSITION RECORDEDNP

NP NP

NP NP

NP NP

NP NP

NP NP

NP NP

NP NP

NP NP

AS-BUILT TEST LOCATIONS

1. HORIZONTAL CONTROL IS BASED ON RECORD COORDINATES FOR

"Y535 RESET".

2. AN RTK BASE STATION WAS SET OVER PROJECT CONTROL

ESTABLISHED AT "CHINOOK BASE". RTK CORRECTIONS WERE

BROADCAST BY UHF RADIO TO THE GPS RECEIVER ON THE CRANE.

3. PILES WERE POSITIONED WITH AN RTK GPS INSTALLED AT THE

BOOM TIP ABOVE THE LOAD BLOCK.

4. BOOM TIP GPS WAS INTEGRATED WITH HYPACK DREDGEPACK

PROVIDING A REAL-TIME POSITIONING DISPLAY. THE CRANE

OPERATOR RECORDED POSITIONS AT THE BEGINNING AND END

OF EACH PILE TEST EXCEPT WHERE NOTED ON THE POSITION

TABLE.

2. REAL-TIME PRELIMINARY TIDES FROM NOS TIDE STATION CAPE

DISAPPOINTMENT WERE USED TO COMPUTE MUDLINE DEPTHS.

3. MUDLINE IS RELATIVE TO MLLW AT CAPE DISAPPOINTMENT.

MOUTH OF THE COLUMBIA RIVER

SAND ISLAND TEST PILES

USACE SOLICITATION: W9127N20R0022

SHEET 3 OF 3DRAWN: CDKCHECKED: SRK

COLUMBIA RIVER, OREGON, USA

LEGEND

NOTES

1929 BALTIC WAY, #112 - FERNDALE, WA 98248

SURVEYOR

CLIENT

GEODETICS

6627 ELLIS AVENUE SOUTH, SEATTLE, WA 98108

DATUM: NAD83(2011)

PROJECTION: STATE PLANE, OREGON NORTH

UNITS: US SURVEY FEET

SCALE IN FEET

REGISTERED

PROFESSIONAL

LAND SURVEYOR

OREGON

JULY 14, 2009

CHRISTOPHER D. KEMP

56480

EXPIRES: JUNE 30, 2021

REV DESCRIPTION DATE

A B C D

ORIGINAL SUBMITTAL 12/1/20

6-1C6-2C6-3C6-4C

6-1F6-2F6-3F

NP NP

NP NP

NP NP

NP NP

NP NP

NP NP

NP NP

NP NP

NP NP

NP NP

NP NP

NP NP

NP NP

1. HORIZONTAL CONTROL IS BASED ON RECORD COORDINATES FOR

"Y535 RESET".

2. AN RTK BASE STATION WAS SET OVER PROJECT CONTROL

ESTABLISHED AT "CHINOOK BASE". RTK CORRECTIONS WERE

BROADCAST BY UHF RADIO TO THE GPS RECEIVER ON THE CRANE.

3. PILES WERE POSITIONED WITH AN RTK GPS INSTALLED AT THE

BOOM TIP ABOVE THE LOAD BLOCK.

4. BOOM TIP GPS WAS INTEGRATED WITH HYPACK DREDGEPACK

PROVIDING A REAL-TIME POSITIONING DISPLAY. THE CRANE

OPERATOR RECORDED POSITIONS AT THE BEGINNING AND END

OF EACH PILE TEST EXCEPT WHERE NOTED ON THE POSITION

TABLE.

2. REAL-TIME PRELIMINARY TIDES FROM NOS TIDE STATION CAPE

DISAPPOINTMENT WERE USED TO COMPUTE MUDLINE DEPTHS.

3. MUDLINE IS RELATIVE TO MLLW AT CAPE DISAPPOINTMENT.

PROJECT CONTROL

DESIGN TEST LOCATIONS

NO POSITION RECORDEDNP

AS-BUILT TEST LOCATIONS

0 25 50 100 150

Sand Island Test Piles Mouth of the Columbia River

Navigation Report

Revision: Date: Prepared By:

A 12/1/2020 Chris Kemp

Prepared For:

Duwamish Services 6627 Ellis Avenue South City, State, ZIP

Recipient: Zach Martin Email: zachm@duwamishservices.com Phone: (206) 930-0459

1929 Baltic Way, #112 Ferndale, WA 98248 phone: 206.333.2995 website: www.markeroffshore.com

Prepared By:

Email:

Mobile:

Chris Kemp, PLS ckemp@markeroffshore.com

206.660.8555

Marker Offshore LLC | 1929 Baltic Way, Unit 112 | Ferndale, WA 98248

(206) 333-2995 www.markeroffshore.com

Control Verification Static GNSS observations were recorded at “Y535 Reset” to verify the record horizontal control and establish vertical control for the project. Data were submitted to the NGS Online Positioning User Service (OPUS) for post processing. Ultra-Rapid ephemeris solutions were used.

Point Ant. Ht.

(Ft.)

Obs. Length (Hrs.)

Northing Easting Elevation

(NAVD88)

Y535 Reset Record 965273.10 7334057.51 NA Measured (OPUS) 2:00 965273.27 7334057.76 14.97 Delta 0.17 0.15

Control Sets A semi-permanent base station was established at the Chinook Port Office. A 2” galvanized mast was lag bolted into a creosote bollard adjacent to the office. With an RTK Base setup over Y535 Reset, a 180 second epoch RTK position was logged for the Antenna ARP while installed on the mast.

Figure 3: RTK base station "CHINOOK BASE"

Elevations were adjusted to MLLW using the NAVD88 to MLLW datum separation of 0.38 (MLLW lower) provided on “Columbia River, Sand Island Test Piles, Site Plan”, Sheet C-001, Feb. 21, 2020.

Point Obs. Length (Sec)

Northing Easting Elevation

(NAVD88)

Elevation

(MLLW)

CHINOOK

BASE

Measured (RTK) 180 967694.24 7330755.66 23.87 24.25

Control Checks After starting the base station at “CHINOOK”, an RTK rover was used to check back into “Y535 RESET” to verify the base station setup. Results are provided in the table below.

Point Obs. Length (Sec)

Northing Easting Elevation

(NAVD88)

Elevation

(MLLW)

Y535 Reset Record 965273.10 7334057.51 14.97 15.35 Measured (RTK) 180 965273.12 7334057.49 14.94 15.32 Delta 0.02 0.02 -0.03 -0.03 www.markeroffshore.com www.markeroffshore.com

Project Control Record Control Project control was provided on “Columbia River, Sand Island Test Piles, Site Plan”, Sheet C-001, Feb.

21, 2020.

Control Point Easting Northing

BETTY M 7306559.19 971040.44

Y535 RESET 7334057.51 965273.10

Datum: NAD83 (2011) Projection: Oregon State Plane, North Units: US Survey Feet

Recovery Y535 Reset was found at the intersection of Chinook Park Road and Highway 101 approximately 0.8 miles southeast of the Chinook Marina. The monument is stainless steel drive rod with a punch mark in a monument case (lid damaged). The rod is not centered with an offset to the SW side of the case. It did not appear bent.

Figure 1: Y535 RESET

Betty M is located on Jetty A, south of the USCG Station Cape Disappointment. The point is in a secure area and is accessible with an USCG escort only. The point was searched for using RTK stakeout with the base station at Y535 Reset and not found. USCG personnel informed survey crew the jetty was completely rebuilt in 2016, so its likely the point is lost.

Figure 2: Jetty condition at “Betty M” in March 2015, August 2015, 2018 (L to R) (Google Earth) www.markeroffshore.com

Control Verification Static GNSS observations were recorded at “Y535 Reset” to verify the record horizontal control and establish vertical control for the project. Data were submitted to the NGS Online Positioning User Service (OPUS) for post processing. Ultra-Rapid ephemeris solutions were used.

Point Ant. Ht.

(Ft.)

Obs. Length (Hrs.)

Northing Easting Elevation

(NAVD88)

Y535 Reset Record 965273.10 7334057.51 NA Measured (OPUS) 2:00 965273.27 7334057.76 14.97 Delta 0.17 0.15

Control Sets A semi-permanent base station was established at the Chinook Port Office. A 2” galvanized mast was lag bolted into a creosote bollard adjacent to the office. With an RTK Base setup over Y535 Reset, a 180 second epoch RTK position was logged for the Antenna ARP while installed on the mast.

Figure 3: RTK base station "CHINOOK BASE"

Elevations were adjusted to MLLW using the NAVD88 to MLLW datum separation of 0.38 (MLLW lower) provided on “Columbia River, Sand Island Test Piles, Site Plan”, Sheet C-001, Feb. 21, 2020.

Point Obs. Length (Sec)

Northing Easting Elevation

(NAVD88)

Elevation

(MLLW)

CHINOOK

BASE

Measured (RTK) 180 967694.24 7330755.66 23.87 24.25

Control Checks After starting the base station at “CHINOOK”, an RTK rover was used to check back into “Y535 RESET” to verify the base station setup. Results are provided in the table below.

Point Obs. Length (Sec)

Northing Easting Elevation

(NAVD88)

Elevation

(MLLW)

Y535 Reset Record 965273.10 7334057.51 14.97 15.35 Measured (RTK) 180 965273.12 7334057.49 14.94 15.32 Delta 0.02 0.02 -0.03 -0.03 www.markeroffshore.com

Crane Positioning Pile top location was measured with RTK GPS. An antenna was installed on a gimbled antenna mount at the boom tip centered over the load block. The GPS system used was a Trimble SPS461 with a GA830 antenna. The crane GPS received RTK corrections from the base station at “CHINOOK BASE” broadcast by UHF radio. The SPS461 output real-time position that was recorded and displayed in Hypack Dredgepack navigation software. An additional Hemisphere vector GPS was installed on the barge “LASH” to provide position and heading of the barge and orientation to the work area.

Pile test locations provided in the plans were loaded into the map display. At each location, the current pile test location was selected. The boom tip location was shown graphically relative to the selected location and an alpha numerical display showed the range and bearing. Pile was set as near as possible to the design location for the first test and at the prescribed offsets for subsequent tests.

Pile location at the start of driving and end of driving were intended to be recorded by the operator for each test. While real-time positioning was functioning for pile placement, positions were not logged on certain tests and are shown as shaded cells on the provided test result tables.

Positions recorded in Hypack only contain northing, easting, time, and date information. Time and date were correlated with the Project Engineers pile logs to determine the associated test.

Results Test results are provided in the attached tables.

www.markeroffshore.com

Pile Dike 4.01

DESIGN LOCATION TEST START TEST END

Date Time Start Time End Location Driver Tip Northing Easting Northing Easting Northing Easting Tide Mudline Depth

10/6/2020 10:54 11:08 4-1C VIBRATORY CONE 965385 7315056 965385.0 7315056.5 3.11 14.89 9.5

10/7/2020 15:10 15:49 4-1C IMPACT CONE 965385.3 7315056.9 965384.7 7315056.1 7.07 12.93 39

10/6/2020 12:11 12:17 4-1F VIBRATORY PILE ONLY

965390 7315037

965389.5 7315037.1 4.40 25.6 38

10/6/2020 13:57 14:55 4-1F IMPACT CONE 965397.4 7315036.4 6.28 27.72 41

10/6/2020 15:42 16:37 4-1F IMPACT RING 965384.4 7315034.8 7.28 22.72 38

10/9/2020 11:00 11:32 4-2C IMPACT CONE

965243 7315027

965244.3 7315025.9 4.49 10.51 24

10/9/2020 12:10 12:38 4-2C IMPACT RING 965247.9 7315028.0 4.63 10.37 21.5

10/8/2020 8:29 9:03 4-2F VIBRATORY CONE

965150 7314987

965150.8 7314985.9 965149.3 7314984.4 4.78 30.22 24

10/8/2020 9:14 10:13 4-2F IMPACT CONE 965142.0 7314987.2 965142.7 7314986.3 4.39 24.61 39

10/8/2020 11:07 11:30 4-3C IMPACT CONE

965145 7315007

965146.1 7315006.1 965145.6 7315006.0 3.96 12.04 42

10/8/2020 12:29 13:59 4-3C IMPACT RING 965139.1 7315006.2 965139.5 7315005.6 4.58 14.42 38

10/8/2020 15:35 16:44 4-4C IMPACT CONE

965037 7314986

965037.2 7314986.6 5.29 14.71 41

10/9/2020 8:14 9:22 4-4C IMPACT ROCK SHOE 965043.4 7314984.3 5.61 13.39 42

www.markeroffshore.com

Pile Dike 6.37

DESIGN LOCATION TEST START TEST END

Date Time Start Time End Location Driver Tip Northing Easting Northing Easting Northing Easting Tide Mudline Depth

10/5/2020 9:14 10:21 6-1C IMPACT ROCK SHOE 960869 7329042 960875.0 7329046.1 960875.2 7329048.0 2.01 12 21

10/5/2020 12:12 13:50 6-1C IMPACT RING 4.67 13.33 36

9/18/2020 9:06 9:24 6-1F VIBRATORY PILE ONLY

960887 7329023

960887.9 7329023.4 960888.3 7329023.0 0.37 34.63 8

9/18/2020 12:00 14:34 6-1F VIBRATORY CONE 960885.7 7329022.7 960885.6 7329022.7 6.01 32 36

9/30/2020 9:53 11:24 6-2C IMPACT CONE

960740 7328911

960741.9 7328912.5 960740.9 7328911.0 3.75 14.25 36

9/30/2020 13:14 16:26 6-2C IMPACT ROCK SHOE 960737.1 7328907.8 7.30 15.7 36

9/22/2020 8:37 10:22 6-2F IMPACT RING

960608 7328751

960600.1 7328745.5 3.89 21.11 43

9/22/2020 11:57 13:03 6-2F IMPACT CONE 2.91 23.09 46

9/22/2020 14:55 16:34 6-3C IMPACT ROCK SHOE

960592 7328766

6.73 11.27 36

9/27/2020 12:02 14:18 6-3C IMPACT RING 6.31 14.69 40

9/16/2020 15:36 15:48 6-3F IMPACT PILE ONLY

960500 7328646

960502.9 7328644.2 960501.9 7328645.5 5.03 35.97 36

9/17/2020 14:26 14:39 6-3F VIBRATORY RING 960500.2 7328646.2 960500.4 7328645.4 7.99 32 36

9/27/2020 17:00 17:26 6-3F VIBRATORY CONE 960503.4 7328650.2 2.57 24.43 32

9/17/2020 8:54 9:14 6-4C VIBRATORY PILE ONLY

960485 7328662

960485.3 7328660.4 960485.6 7328658.8 0.61 11.39 16

9/28/2020 9:30 15:24 6-4C IMPACT RING 960486.9 7328664.7 4.31 11.69 36

9/28/2020 11:59 14:40 6-4C IMPACT CONE 960491.5 7328669.1 6.54 12.46 21