WCH_FY16_100_BCOES_PLANS.pdf

DATE:

US ARMY CORPS

OF ENGINEERS

PORTLAND DISTRICT

WEST COAST HOPPER

CHIEF, ENGINEERING AND CONSTRUCTION DIVISION

LANCE A. HELWIG, P.E.

DRAWINGS IN THIS SET

RECOMMENDATION AND APPROVAL OF ALL THE

SIGNATURES AFFIXED HEREON INDICATE OFFICIAL

CHIEF, OPERATIONS DIVISION

DWANE E. WATSEK

CHANNELS AND HARBORS PROJECT

OPERATIONS MANAGER

MICHAEL E. OTT, P.E., PMP

COMMANDING

COLONEL, EN

JOSE L. AGUILAR

DREDGING 2016

T M

H

T A

B L E O

F C

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IC

IN

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Y M

A P

IN

D

E X S

H E

E T

S U

B M

IT

T E

D B

Y

WCH-IND-000

MCR

W C

H -I

N D -0

.D

G N

GRAYS HARBOR

E A

S

K A

R L

A G E

L L

IS

TABLE OF CONTENTS AND VICINITY MAP

FILE

NUMBERNUMBER

DESCRIPTION

P A

C

IF

IC

O

C E

A N

OREGON

PROJECT

LOCATIONS

PORTLAND

NEVADA

CALIFORNIA

WASHINGTON

C H

IE

F

W A

T E

R W

A Y

S M

A

IN

T E

N A

N C

E S

E C

T

C O

R P

S O

F E

N G

IN

E E

R S

S C

A L E

P L

O T

D A

T E

P L

O T

C H

E C

K E

D B

Y

D E

S

IG

N E

D B

Y

A W

A R

D D

A T

E

D R

A W

N B

Y

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N F

IL

E N

A M

E

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T P

O R

T L

A N

D

P O

R T

L A

N D

O R

E G

O N

SAFETY IS A PART

OF YOUR CONTRACT

B

A

C

D

B

A

C

D

1 3 4 5

21 3 4 5

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

US ARMY CORPS

OF ENGINEERS

PORTLAND DISTRICT

NAME

FILE

DRAWING

IDAHO

N

WEST COAST HOPPER DREDGING 2016

HUMBOLDT BAY

COOS BAY

SUISUN BAY

SAMPLE LAYOUT DRAWING

HOODS PLACEMENT SITE

SAMPLE LAYOUT DRAWING

SITE - F PLACEMENT SITE

WCH-MCR-000

WCH-IND-000

WCH-GH1-000

WCH-HUB-000

WCH-MSC-000

WCH-GH2-000

WCH-HUO-000

WCH-SUS-000

WCH-CBF-000

-O

C T -1

W

N -1

-B -0

DWG 1 OF 11

WCH-CB1-000

SAMPLE LAYOUT DRAWING

GRAYS HARBOR STA. 220+00+00 TO 420+00+00

SAMPLE LAYOUT DRAWING

GRAYS HARBOR STA. 555+00+00 TO 670+00+00

SAMPLE LAYOUT DRAWING

HUMBOLDT BAY

W E

S T C

O A

S T

H O

P P

E R D

R E

D G

IN

G

T S

G

WCH-CR1-000

SAMPLE LAYOUT DRAWING

COOS BAY ENTRANCE CHANNEL

SAMPLE LAYOUT DRAWING

SUISUN CHANNEL

SAMPLE LAYOUT DRAWING

MOUTH OF THE COLUMBIA RIVER (MCR)

SAMPLE LAYOUT DRAWING

SAN FRANCISCO MAINSHIP CHANNEL (MSC)

MSC

SAN FRANCISCO

SAMPLE LAYOUT DRAWING

COLUMBIA RIVER

COLUMBIA

RIVER

265+00

B

A

C

D

B

A

C

D

1 3 4 5

21 3 4 5

US ARMY CORPS

OF ENGINEERS

PORTLAND DISTRICT

D A

T E

A P

P R

M A

R K

M A

R K

D A

T E

A P

P R

Primary Control Point

Coordinated Survey Points

Uncoordinated Survey Points

Dredging Ranges

Flow Arrows

Harbor Lines

State Boundary

Aids to Navigation

Lighthouses

Lights

Lighted Ranges

Lighted Buoys

Unlighted Buoys

Daybeacons

Seasonal Lights and Lighted Dredging Ranges

Benchmarks

Gages Staff Recording

Front Rear

Straight Tidal

River Mileage from Mouth 10

FLOOD

EBB

Port

Rear

Port

Fixed Occulting

Front

Starboard Mid Channel Junction

Starboard 43

Flashing, FLOW

SCALE IN FEET

0 500' 1000' 1500' 2000'

OF YOUR CONTRACT

SAFETY IS A PART

500'

N

FILE

NAME

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T P

O R

T L

A N

D

C O

R P

S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

D E

S

IG

N E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

A W

A R

D D

A T

E

P L

O T

S C

A L E

D E

S

IG

N F

IL

E N

A M

E

S U

B M

IT

T E

D B

Y

C H

IE

F

W A

T E

R W

A Y

S M

A

IN

T S

E C

T

P L

O T

D A

T E

T M

H

E A

S

T S

G

W

N -1

-B -0

-O

C T -1

WCH-GH1-000

K A

R L

A G E

L L

IS

220+00

230+00

240+00

250+00

260+00

270+00

280+00

400+00

410+00

420+00

430+00

440+00

450+00

390+00

A

N

B

M

C

L

D

K

E

J

I

F

G

H

T

O

P

Q

U

V

W

X

S

R

Y 5 ,00

X ,0

X COORDINATE X COORDINATE

X COORDINATE

715830.09

718828.38

719574.08

716575.79 591767.58

595123.21

595789.49

592433.86

Y COORDINATE

A

B

M

N

O 732297.57

Y COORDINATE

598374.37

U

V

W

X

727211.80

724623.47

726317.78

723732.31

Y COORDINATE

592749.12

592471.76

587975.16

588253.38

P

Q

R

T

735293.51

732626.56

735946.00

735836.07 599456.20

599302.42

598835.99

597298.30

AREA #1 COORDINATES

X COORDINATE

725475.97

726460.48

726403.37

725418.86 595846.39

595752.26

596349.53

596443.66

Y COORDINATE

C

D

K

L

AREA #2 COORDINATES

X COORDINATE

726460.48

729855.99

729798.88

726403.37 595752.26

595427.61

596024.88

596349.53

Y COORDINATE

D

E

J

K

AREA #3 COORDINATES

X COORDINATE

729855.99

731703.95

733330.99

733679.91 597313.75

597801.86

596638.78

596024.88

Y COORDINATE

E

F

G

H

AREA #4 COORDINATES

730894.80

729798.88 595427.61

595322.82I

J

S 733656.33 598034.43

NOTES

The project depth curve is shown thus:

made on the dates indicated and can only be considered as indicating the general condition existing at that time.

The information depicted on this map represents the results of surveys

Control is by USACE and NOS-C&GS.

Reference is Navigation Chart No. 18502.

Datum is Mean Lower Low Water, tidal epoch 1960-1978.

Soundings are shown in feet and indicate depths below MLLW.

Elevations are shown thus: +2, indicating height in feet above MLLW.

The MLLW plane is shown thus:

(NAD 83, U.S. Survey Feet).

Coordinates are based on the Lambert Projection for Washington, South Zone

G R

A Y

S H

A R

B O

R

S T

A

T

O

Y 6 ,00

Y 5 ,00

Y 6 ,00

Y 5 ,00

Y 5 ,00

X ,0

X ,0

X ,0

X ,0

X ,0

X ,0

X ,0

PLACEMENT SITE

POINT CHEHALIS

SITE COORDINATES

POINT CHEHALIS PLACEMENT

STA. 342+89+00

DREDGE AREA #4

UPSTREAM LIMIT OF

40'

50'

20'

30' LC

MAXIMUM PAYABLE DEPTH

REQUIRED CHANNEL DEPTH

WORK AREA

BIN MEASURE TO REQUIRED DEPTH

CROSS SECTION A-A

300' 300'

S O

L

IC

IT

A T

IO

N N

O

SITE COORDINATES

SOUTH BEACH PLACEMENT

-42' MLLW

-44' MLLW

NORTHING: 593438 EASTING: 739687

STAFF GAGE WESTPORT MARINA

N.T.S.

STATION 405+00+00

LEGEND

DWG 2 OF 11

S A

M P

L E L

A Y

O U

T D

R A

W

IN

G

SEE CONTRACT SECTION 01 22 00.00 82

FOR REQUIREMENTS

CHANNEL WIDTHS MAY VARY

SBBUS A

CCES

S C

HANNEL

(SBBUS)

USE SITE

BENEFICIAL

SOUTH BEACH

-48' CONTOUR

-50' CONTOUR

-46' CONTOUR

-48' CONTOUR

-44' CONTOUR

-46' CONTOUR

-42' CONTOUR

-44' CONTOUR

A

A

H O

P P

E R D

R E

D G

IN

G

W E

S T C

O A

S T

W C

H -G

H -0

.D

G N

STA. 265+00+00

DREDGE AREA #2

UPSTREAM LIMIT OF

STA. 333+00+00

DREDGE AREA #4

DOWNSTREAM LIMIT OF

STA. 342+89+00

DREDGE AREA #3

DOWNSTREAM LIMIT OF

STA. 377+00+00

DREDGE AREA #3

UPSTREAM LIMIT OF

STA. 420+00+00

DREDGE AREA #1

UPSTREAM LIMIT OF

STA. 377+00+00

DREDGE AREA #1

DOWNSTREAM LIMIT OF

STA. 220+00+00

DREDGE AREA #2

DOWNSTREAM LIMIT OF

(CONTRACTOR WILL BE REQUIRED TO

UTILIZE SBBUS ACCESS CHANNEL

WHILE TRANSITTING TO AND FROM SBBUS.)

373738

393939

434343

434444

454545

46464646

373738

383839

394040

434444

434343

444545

383839 393939

454545

363636 363737

373737

404040

454646

373737

37383838

393940

414141

414142

434343

353535

353535

454545

35353535

353534

353636

363636

394041

44454545

353535

414242

454546

343434

343434

363737

383938

404041

414243

353535

373737

454546

363636

353536

37383940

35353535

37363735

353535

373737

424243

444545

454646

363637

353636 36363636

404141

424342

444545

353535

353535

363636

383838

383940

353535

353535

353636

373737

44444445

46464748

353535

353535

353535

363637

444545

35353535

363636

363637

373838

454545

353535

363636

373737

38383838

414243

434444

44454545

454545

353535

434343

353535

37373838

393939

414242

383839

424244

454546

373838 383838

393940

353536

42424242

434344

363636

43444444

454546

424242

434344

343535

363636

39394040

424242

444444

464747

343535

404041

42424343

474848

15-JAN-15

SURVEY DATE

DREDGE AREA #1

09-APR-15

SURVEY DATE

DREDGE AREA #2

28-APR-15

SURVEY DATE

DREDGE AREA #3

28-APR-15

SURVEY DATE

DREDGE AREA #4

535352

414041

414140

525049

494950

545454

525252

525252

393939

434444

494849

444444454647

37383738

454646

505051

5151525354

41414142

434546

484848 494949

606061

404243

656564

626159

454646

474748

474747

484849

464747

464447

484647

484748

484849

504949

474646

494848

525353

545454

555656

606061

636260

464545

454545

474646

48474747

474749

515152 505253

555757

626261

454545

444344

444445

454545

444343

454545

505051

45454544

414141

424241

454545

495050

575656

454339

434343

444444

505151

555555

555454

424343

474647

373737

373736

505252

363737

36363636

424141

434447

343434

404041

454545

444448

37373738

383838

383838

363637

414142

**BAD REC**{Z}323435

393939

39393939

363737

383838

393939

383839 393939

414142

09-APR-15

SURVEY DATE

SBBUS

13-APR-15

SURVEY DATE

POINT CHEHALIS

B

A

C

D

B

A

C

D

1 3 4 5

21 3 4 5

US ARMY CORPS

OF ENGINEERS

PORTLAND DISTRICT

D A

T E

A P

P R

M A

R K

M A

R K

D A

T E

A P

P R

Primary Control Point

Coordinated Survey Points

Uncoordinated Survey Points

Dredging Ranges

Flow Arrows

Harbor Lines

State Boundary

Aids to Navigation

Lighthouses

Lights

Lighted Ranges

Lighted Buoys

Unlighted Buoys

Daybeacons

Seasonal Lights and Lighted Dredging Ranges

Benchmarks

Gages Staff Recording

Front Rear

Straight Tidal

River Mileage from Mouth 10

FLOOD

EBB

Port

Rear

Port

Fixed Occulting

Front

Starboard Mid Channel Junction

Starboard 43

Flashing, FLOW

SCALE IN FEET

0 500' 1000' 1500' 2000'

OF YOUR CONTRACT

SAFETY IS A PART

500'

N

FILE

NAME

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T P

O R

T L

A N

D

C O

R P

S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

D E

S

IG

N E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

A W

A R

D D

A T

E

P L

O T

S C

A L E

D E

S

IG

N F

IL

E N

A M

E

S U

B M

IT

T E

D B

Y

C H

IE

F

W A

T E

R W

A Y

S M

A

IN

T S

E C

T

P L

O T

D A

T E

T M

H

E A

S

T S

G

W

N -1

-B -0

-O

C T -1

WCH-GH2-000

K A

R L

A G E

L L

IS

A

NOTES

The project depth curve is shown thus:

made on the dates indicated and can only be considered as indicating the general condition existing at that time.

The information depicted on this map represents the results of surveys

Control is by USACE and NOS-C&GS.

Reference is Navigation Chart No. 18502.

Datum is Mean Lower Low Water, tidal epoch 1960-1978.

Soundings are shown in feet and indicate depths below MLLW.

Elevations are shown thus: +2, indicating height in feet above MLLW.

The MLLW plane is shown thus:

(NAD 83, U.S. Survey Feet).

Coordinates are based on the Lambert Projection for Washington, South Zone

G R

A Y

S H

A R

B O

R

S T

A

T

O

620+

630+

640+

650+

660+

670+

680+

690+

700+

710+

720+00

730+00

740+00

750+00

760+00

Y

0,0

Y

5,0

G

B

C

F

D

E

SOUTH BEACH BENEFICIAL USE SITE

FOR DETAILS

SEE DRAWING WCH-GH1-000

FOR DETAILS

SEE DRAWING WCH-GH1-000

POINT CHEHALIS DISPOSAL SITE

Y

5,0

Y

0,0

X

,0

X

,0

X

,0

Y

0,0

Y

5,0

Y

0,0

X

,0

X

,0

X

,0

Y

5,0

X

,0

X

,0

X

,0

X

,0

S O

L

IC

IT

A T

IO

N N

O

X COORDINATE

746184.94

751067.04

753404.81

757240.31 600803.61

599354.84

599028.79

599447.18

Y COORDINATE

A

B

C

D

757363.99

752318.25

746155.05 599098.46

598570.28

600476.19E

F

G

NORTHING: 593438 EASTING: 739687

STAFF GAGE WESTPORT MARINA

LEGEND

DWG 3 OF 11

S A

M P

L E L

A Y

O U

T D

R A

W

IN

G

-39' CONTOUR

-40' CONTOUR

A

A

H O

P P

E R D

R E

D G

IN

G

W E

S T C

O A

S T

N.T.S. N.T.S.

WORK AREA COORDINATES

W C

H -G

H -0

-D

G N

STA. 555+00+00

DREDGE AREA #5

DOWNSTREAM LIMIT OF

STA. 670+00+00

DREDGE AREA #5

UPSTREAM LIMIT OF

A

A

40'

50'

20'

30'

LC

MAXIMUM PAYABLE DEPTH

REQUIRED CHANNEL DEPTH

WORK AREA

BIN MEASURE TO REQUIRED DEPTH

CROSS SECTION A-A

175' 175'

-39' MLLW

-40' MLLW

N.T.S.

STATION 635+00+00

SEE CONTRACT SECTION 01 22 00.00 82

FOR REQUIREMENTS

CHANNEL WIDTHS MAY VARY

A

A

37 39

3738 40

414142

42 42

43 42

3838 39

383839

424140

42 42 424142

393939

414141

38 39

414242

373637

394141

383838

39 40

414140

39383835

4039 42

404040

424140

4040 40

383836

353434

40 40

414141

40 414141

414040

40 40

4142 41

4040 40

404040

404039

373735

41 42

42 41

40404039

393636

393940

4141 4141

363635

3939 39

4142 41

42 41

41 41

363534

40 40

393939

40 41

403937

333332

414141 40 39

323130

3838 37

40 39

404142

404241 41

41 38 3838 36

40 41

383740

40 40

404038

41 42

34333330

39 4041

4142 41

343232 31

45 4144

414346

494947

50 50

5047 4341

494845

40 42

42 41

3737 35

444647

45 47

50 5049

464647

50 47

444849

475150

48 40

42 41

42 43

424241 40

46 43

42 41

424548

46 51

43 45

42 43

42 41

40 40

38383837

45454340

42 43

474949

51525049

444747

46 48

41 44

404040

444546

44 4138

45 4748

454950

49 5049

494648

525046

4444 45

414140

44 43

42 43

4243 41

434643

42 45

47474642

39 47

44 45

404039

44 4343

43 39

42 35

414344

42 45

454544

4347 47

474543 43 44

424546 4443 43

42 41

39 3838

292925

41 3841 3936

41 40

42 40

42 39

40 41

39 42

38 40

42 42

414243

272724

40 39

373637

252422

353538

37 37

34 35

3635 35

36 3535

343536

31 31

37 35

35 35 34 35

32 33 3433 30

333332

34 31

282726

252424

373738

393939

434343

434444

454545

46464646

373738

383839

394040

434444

434343

444545

383839 393939

454545

363636 363737

373737

404040

454646

373737

37383838

393940

414141

414142

434343

353535

353535

454545

35353535

353534

353636

363636

394041

44454545

353535

414242

454546

343434

343434

363737

383938

404041

414243

353535

373737

454546

363636

353536

37383940

35353535

37363735

353535

373737

424243

444545

454646

363637

353636 36363636

404141

424342

444545

353535

353535

363636

383838

383940

353535

353535

353636

373737

44444445

46464748

353535

353535

353535

363637

444545

35353535

363636

363637

373838

454545

353535

363636

373737

38383838

414243

434444

44454545

454545

353535

434343

353535

37373838

393939

414242

383839

424244

454546

373838 383838

393940

353536

42424242

434344

363636

43444444

454546

424242

434344

343535

363636

39394040

424242

444444

464747

343535

404041

42424343

474848

13-APR-15

SURVEY DATE

DREDGE AREA #5

N

5979679.49

2095740.92

2089673.69

2089802.685973680.88

5979809.96

5948871.13

2103414.82

2098826.82

2095869.925973811.35

J

I

K

L

H

E

G

F

5962212.74

B

A

C

5942376.65

D

Y COORDINATE

Y COORDINATEX COORDINATE

X COORDINATE Y COORDINATE

X COORDINATE

5947978.63

2106643.91

2101983.22

2106695.095961970.29

5943012.75

5967229.25

2108540.11

2116876.31

2114980.115967865.35

DREDGE AREA

SF MAINSHIP CHANNEL

A

Y 2,090,000

A

X ,9 ,0

X ,9 ,0

Y 2,090,000

X ,9 ,0

Reference is Navigation Chart No. 18649.

-O

C T -1

K

T S

G

X ,9 ,0

X ,9 ,0

X ,9 ,0

Y 2,110,000

Y 2,110,000

Y 2,100,000

The information depicted on this map represents the results of surveys

Aerial Photography taken by ESRI, I-CUBED & USDA 2012.

Y 2,100,000

X ,9 ,0

F

G

D

E

J

L

H

I

Soundings are shown in feet and indicate depths below MLLW.

Datum is Mean Lower Low Water (MLLW) of the locality. NGVD 29.

X ,9 ,0 general condition existing at that time.

made on the dates indicated and can only be considered as indicating the

The project depth curve is shown thus:

NOTES

Control is by USACE and NOS-C&GS.

Elevations are shown thus: +2, indicating height in feet above MLLW.

(NAD 83, U.S. Survey Feet).

Horizontal coordinates are based on the Lambert Projection for California Zone 3

T

O

K A

R L

A G E

L L

IS

W C

H -M

S C -0

.D

G N

E A

S

WCH-MSC-000

S A

M P

L E L

A Y

O U

T D

R A

W

IN

G

S O

L

IC

IT

A T

IO

N N

O

FLOOD

EBB

OW

FL

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

D A

T E

A P

P R

Benchmarks

Gages

Harbor Lines

State Boundary

Rear

Tidal

Staff Recording

Uncoordinated Survey Points

Dredging Ranges

Primary Control Point

Coordinated Survey Points

Straight

Front

Flow Arrows

D E

S C

R

IP

T

IO

N

3 4

D

1 3

A

C

B

A

C

D

B

D R

A W

N B

Y

A W

A R

D D

A T

E

C H

IE

F

W A

T E

R W

A Y

S M

A

IN

T S

E C

T

M A

R K

D E

S

IG

N F

IL

E N

A M

E

S U

B M

IT

T E

D B

Y

FILE

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T P

O R

T L

A N

D

4 5

D E

S

IG

N E

D B

Y

C H

E C

K E

D B

Y

C O

R P

S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

PORTLAND DISTRICT

NAME

US ARMY CORPS

OF ENGINEERS

B

C

W

N -1

-B -0

A

SAFETY IS A PART

OF YOUR CONTRACT

S A

N F

R A

N C

IS

C O M

A

IN

S H

IP

C

H A

N N

E L

Lighted Buoys

Unlighted Buoys

Front Rear

Mid Channel JunctionPort Starboard

Lighthouses

Lights

LEGEND

Aids to Navigation

Occulting

Lighted Ranges Fixed Flashing, 4000'

2000' 3000'

Port StarboardDaybeacons

Seasonal Lights and Lighted Dredging Ranges

1000' 1000'

SCALE IN FEET

T M

H

262+13+00

OF DREDGING

UPSTREAM LIMIT

00+00+00

OF DREDGING

DOWNSTREAM LIMIT

Y: 2122051.01 X: 5993780.58

CRISSY FIELD

TIDE GAGE COORDINATES

COORDINATES

SF-8

COORDINATES

OBDS

D A

T E

P L

O T

D A

T E

P L

O T

W E

S T C

O A

S T

H O

P P

E R D

R E

D G

IN

G

DWG 4 OF 11

CENTROID TO CENTROID

27,389' FROM DREDGE AREA

OCEAN BEACH DISPOSAL SITE (OBDS)

CENTROID TO CENTROID

9,038' FROM DREDGE AREA

SITE SF-8

-56 ft. MLLW -57 ft. MLLW

-55 ft. MLLW

MAXIMUM PAY OVERDEPTH

SAN FRANCISCO MAINSHIP CHANNEL

MAXIMUM DREDGING DEPTH

REQUIRED DREDGING DEPTH

55' CONTOUR (PROJECT DEPTH)

56' CONTOUR (MAX PAY DEPTH)

LC

N.T.S.

80+00+00

CROSS SECTION A-A

BIN MEASURE TO REQUIRED DEPTH (BMRD)

75' 75'

1000' 1000'

SURVEY DATE

18-MAY-2015

CHANNEL

SURVEY DATE

MAR-2013

OBDS

MAR-2013

SF-8

SURVEY DATE

52 53

47 47

44 44

48 4848

48 49

53 5454

55565758

4850 50

51525354

4041 41

42 42

42 42

434344

46 46

48494950

4646464748

40 40

41 41

42 42

43 44

444445

40 40

434343

404040

40 41

4141 42

38 38

40 40

34 35

394040

34 34

39 39

38 38

39 4040

37 37

37 37

38 38

3939 39

42 42 43

36 36

39 39 39 40

42 42 43

44 4445

35 35

36 36 37 37

39 39

41 41

434344 44

45 4545

4647 47 47

38 38 39

40 40 40

42 4344 44

45454646

47 47

38 38

39 3939

40 40

41 42

44454546 46

47 47

43 4444

46 47

474747 47

38 38

4041 42

44 45

39 3939

40 40

4444 44

4646 46

49 49

50 50

505151

5151 51

52 52

40 40

45 45

46 46

40 40

47 48

48 48

OREGON

WASHINGTON

50 1000

10 20 30 40 50

50403020

53+00

53+00

-1

-1

-2

-3

-1

-2

-3

-4

-5 0-2

-5

-4

-3

-2

-2

-1

-3

-1

-2

-3

-4

"7"

B

A

C

D

B

A

C

D

1 5

21 3 4 5

N

2 3 4

10 20

-3

-2

-1

-5

+0

10 20 30

MATERIAL PLACEMENT AREA

OUTER LIMIT COORDINATES

X COORDINATE Y COORDINATE

7254301.00

7257456.00

7258701.76

7255538.35

940167.00

942653.00

941088.33

938595.70

DREDGING DEPTHS

PROJECT DEPTH

ADV. MAINT. DEPTH

1 & 3

QUADS

55'

60'

2 & 4

QUADS

48'

53'

CONTROL COORDINATES

STATION X COORDINATE Y COORDINATE

SCALE IN FEET

1000'1000' 0 2000' 3000' 4000'

Horizontal coordinates are based on the Lambert Projection for Oregon, North Zone

(NAD 83, U.S. Survey Feet).

Vertical datum is Mean Lower Low Water. (MLLW is 0.23 feet below the North

American Vertical Datum (NAVD 88 Geoid 09) at Columbia River Mile 2.0.

Northing: 943276 Easting: 7328226

STAFF GAGE AT HAMMOND BOAT BASIN

FILE

M O

U T

H O

F T

H E C

O L

U M

B

IA

R

IV

E R

D E

S

IG

N E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

A W

A R

D D

A T

E

T M

H

E A

S

T M

H

P L

O T

D A

T E

-O

C T -1

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T P

O R

T L

A N

D

C O

R P

S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

D E

S

IG

N F

IL

E N

A M

E

S U

B M

IT

T E

D B

Y

C H

IE

F

W A

T E

R W

A Y

S M

A

IN

T S

E C

T

W

N -1

-B -0

DREDGING QUADRANTS

7295521.24

7303734.50

7305031.49

7305448.27

7305696.23

7304953.13

7303826.49

7296406.27

7285016.33

7285447.29

954137.20

964927.47

966024.49

966086.12

966067.41

964223.89

964168.12

964044.79

963028.50

952658.59

CHANNEL

CENTER LINE

X COORDINATE Y COORDINATE

2+30+00

7285299.90

7293136.50

7296105.36

7302627.58

7305615.02

953832.37

960970.06

963674.15

964551.40

964827.63

7284720.15

7294060.65

7294808.27

7286956.15

962351.52

966350.40

965605.26

959435.99

NORTH JETTY SITE

7295103.86

7299039.33

7299656.17

7295720.69

966637.96

969722.10

968935.00

X COORDINATE X COORDINATE X COORDINATEY COORDINATE Y COORDINATE Y COORDINATESTATION

O C

E A

N

P A

C

IF

IC

SHALLOW W

ATER S

ITE

SUBMERGED

JETTY

S P I T

P E

A C

O C

K

NORTH

JE

TT

Y

SI

TE

NOTE

: A

LL

C

ELL

S

FT

BY

FT

NORTH

JE

TT

Y

SI

TE

SUBMERGED

JETTY

SOUTH JETTY

B A K E R B

A Y

A P

P R

D A

T E

US ARMY CORPS

OF ENGINEERS

PORTLAND DISTRICT

D E

S C

R

IP

T

IO

N M

A R

K A

P P

R

D A

T E

D E

S C

R

IP

T

IO

N M

A R

K

+0

2000'

640'

0'

NAME

55 & 48 CONTOUR (PROJECT DEPTH)

60 & 53 CONTOUR

Y 960,000

X ,3

,0

Y 970,000

X ,3

,0

X ,2

,0

X ,2

,0

Y 970,000

X ,2

,0

X ,3

,0

X ,3

,0

NOT TO SCALE

Y

Z

W

X

R M -1

-0

T

O R

M

Y 960,000

X ,2

,0

MATERIAL DREDGING AREAS

OUTER LIMIT COORDINATES

-2-00-00

0+00+00

0+40+21.45

2+00+00

SHALLOW WATER SITE

MATERIAL PLACEMENT AREA

OUTER LIMIT COORDINATES

O

P

Q

R V

U

T

S

MATERIAL PLACEMENT AREA

OUTER LIMIT COORDINATES

965850.86

FLOOD

EBB

(MLLW)

ELEV.

LEGEND

Primary Control Point

Coordinated Survey Points

Uncoordinated Survey Points

Dredging Ranges

River Mileage from Mouth

Front

Flow Arrows Straight

Harbor Lines

State Boundary

Benchmarks

Gages Staff Recording

Rear

Tidal

Aids to Navigation

Lighthouses

Lights Fixed Flashing, Occulting

Lighted Ranges Front Rear

Lighted Buoys

Unlighted Buoys Port Starboard Mid Channel Junction

Daybeacons Port Starboard

Seasonal Lights and Lighted Dredging Ranges

NOTES

Control is by USACE and NOS-C&GS.

Soundings are shown in feet and indicate depths below MLLW.

Elevations are shown thus: +2, indicating height in feet above MLLW.

The project depth curve is shown thus:

Reference is Navigation Chart No. 18521.

River mileage conforms to the River Mile Index of the Hydrology and Hydraulics

Committee, Pacific Northwest River Basin Commission,July 1972.

The information depicted on this map represents the results of surveys made on the dates indicated and can only be considered as indicating the general condition existing at that time.

B

C

D

A

I

J

K

H

E

F

G

Guard Lookout New Coast

Baker Bay 14

Baker Bay 12

91H-01-05

0574 D

Baker Bay 14

O R

E G

O N

W A

S H

IN

G T

O N

Baker Bay 8

Dike

0574 A

0572 MID

Leading, Fl W Desdemona Sands

Baker Bay 1

Baker Bay 2

Day Beacon 6

Sand Island Lower Dike Fl G

.0

W A S

H

IN

G T

O N

O R

E G

O N

O R

E G

O N

W A S

H

IN

G T

O N

OREGON

WASHINGTON

6000 FT.

OREGONWASHINGTON

O

T

U

Barty

A

-1

-5

-4

FLO

O

D

EBB

A

B

B

OF YOUR CONTRACT

SAFETY IS A PART

0574 A

0574 B

0574 C

1000' X 1000'

CELLS APPROX.

W

Z

Y

X

CLATSOP SPIT-3

D E S

D E

M O

N A S

H O

A L C

H A

N N

E L

E B

BF

L O

O D

"2"

"4"

"3"

"6"

"8"

"10"

"12"

"14"

"11"

"9"

952185.44

L 7295801.13 961612.03

M 7297879.37 962580.87

N 7305775.76 963632.57

7283669.59

WCH-MCR-000

W C

H -M

C R -0

.D

G N

S A

M P

L E L

A Y

O U

T D

R A

W

IN

G

P L

O T

S C

A L E

HAMMOND

TIDE GAGE LOCATION

HAMMOND BOAT BASIN - HAMMOND, OREGON

BETTY M RM2

DISAPPOINTMENT

FT. STEVENS LT 26

WEST

CHUMMY

7306557.80

7304952.97

7328430.65

7310734.57

7317853.96

971039.95

971267.12

945011.55

953584.19

944268.97 60'

K A

R L

A G E

L L

IS

S O

L

IC

IT

A T

IO

N N

O

"7"

"9"

NORTH

JE

TT

Y

SI

TE

SHALLOW W

ATER S

ITE

P

Q

R

S

V

MCR DEEP WATER SITE DZ-14

MCR DWS DZ-14

DWS DZ-14 IS APPROXIMATELY 6.2 MILES

AT RM -02-00-00 TO CENTROID OF

NOTE: DISTANCE FROM C/L OF CHANNEL

01-JUL-15

SURVEY DATE

DWG 5 OF 11

D R

E D

G

IN

G

W E

S T C

O A

S T H

O P

P E

R

W E S T S A N D I S

L A N D

-60'

-50'

-40'

500' 680'1320' 1320' 0'1000'

QUADRANT 1

QUADRANT 2

-53' MAXIMUM

PAY LINE LIMIT

MLLW

-60' MAX PAY LINE

PAY LINE

-53' MAX

CL

-60' MAXIMUM PAY LINE LIMIT

TYPICAL SECTION A-A

-30'

N.T.S.

-60'

-50'

-40'

-30'

500' 680'1320' 1320' 0'1000'

QUADRANT 3

-60' MAXIMUM PAY LINE LIMIT

QUADRANT 4

-53' MAXIMUM

PAY LINE LIMIT

MLLW

TYPICAL SECTION B-B

N.T.S.

-60 MAX PAY LINE

-53' MAX

PAY LINE

LC

Q U

AD

R

AN

T

02+30+00

OF PAY AREA

UPSTREAM LIMIT

-0 2- -0

O F

PAY

AR

EA

D O

W N

STR

EAM

L

IM

IT

Q U

AD

R

AN

T

QUADRANT 4

J

K

A

M

F

E

N

L

C O

LU

M

BI

A R

IV

ER

C /L

QUADRANT

B C D

GHI

93878481797977757471707068676665646362636261615859585858585657545456545553545453525253545355535354565658586062656768717376788183

76 74 7275 7569 7067 64 6563 59 55 5756 55 52 49 52 52 51 49 52 52 52 4948 52 52 5150 5154 5152 53 5554 53 52 5556 56 56 54 57 57 56 58 57 56 59 58 59 60 60 59 60 64 66 66 66 70

10398

757271706866666362636363636161605859575857575755545455535353555252525352515152525151515153535455565658606264687070737577787980

82 80 78 76 76 74 68 6666 64 60 58 585653 53 53 54 53 54 53 52 51 53 53 51 52 545352 54 5554 53 5556 55 58 57 55 58 60 57 59 6160 6063 63 65 6567 66 67 67 69 71 71 72 7476 79 81

119128

9188848381787675747370706866656564636363606060595957595658565555555455545453545354535354545455555757586163646769717274768080

79 77 77 72 69 69 65 64 64 5959 61 56 54 5556 5253 5553 52 54 55 56 5353 55 53 56 56 56 56 58 58 57 58 58 59 61 60 61 61 63 64 6465 66 67 69 71 73 72 76 76 80 8283 85 88 90 95

102109

116125

130123119 11110598979390878483807876747370706866656564636362596161585959595756575556555554545354545353535355545556565758616362666770717576

7476 74 72 67 66 64 6161 58 5757 5754 5453 53 54 52 53 54 5454 55 54 55 55 5655 56 57 5858 58 60 58 5860 62 6462 62 65 65 65 696970 70 74 767677 82 83 85 89 94 94 96101105112

121127131

125120118

11510910610310096928885828180777574737068686766666363616061615858575758575756565655565554535354525452545355575761616162636566687372

68 65 6864 60 62 6157 5756 52 535553 52 5453 53 57 55 52 54 56 56 54 5657 56 5759 55 57 59 62 62 62 60 61 64 62 6768 66 70 71 70 72 76 76 77 8183 85 889093 97100103107

110113116115118

110111110109109

108105103 98949188868382797876747370716767656564626161595858585758575755555555545353545253535252535453545554575758636464646566

63 63 60 59 60 59 5755 52 52 52 5053 51 52 51 5152 5353 52 53 53535255 54 54 55 55 57 58 58 59 6160 63 62 6365 67 66 70 7073 72 74 76 7880 818589 88 919397101103104107105106103101

9798991011019898969491888784828078747471707168656464626059615957575554555553535252535352525151535149505050515151525454565758585962

5756 56 56 555352 51 514850 4949 50 47 50 49 49 5050 51 51 50 51 53 51 52 51 52 55 53 555557 57 59 59 60 62 62 64 64 66 70 69 70 74 75 77 80 8083 85 86 89 91 93 94 96 97 94 92 89 88

8486869288908787838282797678747371696665646362605958585756555352525151515151514849484949484848494947494849494951515153545555

52 51 52 50 5249 48 48 48 48 46 47 46 47 45 48 4746 46 47 4847 46 50 50 47 50 50 49 53 5454 54 5455 5758 59 61 60 62 63 63 6668 68 7172 73 74 7677 82 818283 85 83 81 78 80 7775 71

6570737474757777787876767373717070676565646261605857565756545352525150494849474846464646464545464545464644464546474848504950

45 45

45 43 44 44 45 44 44 44 44 44 4345 454744 45 47 47 4748 47 4950 49 51 52 53 5554 55 56 57 60 60 6161 64 63 6767 67 70 72 71 72 7172 72 73 71 69 68 66 63 62 60 5956

5657585960646566676867676767656664646260615958585655545354525050494948494847454544434344454342434443424342434342

FILE

NAME

DWG 6 OF 11

S O

L

IC

IT

A T

IO

N N

O

W

N -1

-B -0

B

A

C

D

B

A

C

D

1 3 4 5

21 3 4 5

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T P

O R

T L

A N

D

C O

R P

S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

E G

O N

D E

S

IG

N E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

A W

A R

D D

A T

E

P L

O T

S C

A L E

D E

S

IG

N F

IL

E N

A M

E

S U

B M

IT

T E

D B

Y

C H

IE

F

W A

T E

R W

A Y

S M

A

IN

T S

E C

T

P L

O T

D A

T E

US ARMY CORPS

OF ENGINEERS

PORTLAND DISTRICT

D A

T E

A P

P R

M A

R K

M A

R K

OREGON

WASHINGTON

53+25

53+25

53+25

Cleaveland 1, Fl G

Crims Island 6, Fl R

"5"

W A

SH

IN

G

TO

N

O R

EG

O N

W A S H I N G T O N

FLOW GAGE

STAFF

LT 3, Fl G

58.31

DIKE

DI

KE

7.

.5

7DI

KE

DI

KE

7.

DI

KE

6.

DI

KE

7.

DI

KE

7.

53+25

53+25

Fisher Island 9, Fl G

W alker Island 12, Q R

"10"

Fisher Island 4

O R E G O N

DIK

E 6

0.5

DIK

E .21

DIK

E .85

7, Fl G

Fisher Island

DI

KE

0.

DI

KE

1.

D A

T E

A P

P R

O

REG

O N

W

ASH

IN

G

TO

N

Horizontal coordinates are based on the Lambert Projection for Oregon, North Zone (NAD 83, U.S. Survey Feet).

Committee, Pacific Northwest River Basin Commission,July 1972.

River mileage conforms to the River Mile Index of the Hydrology and Hydraulics

Reference is Navigation Chart No. 18524.

Vertical datum is Columbia River Datum. CRD is 3.93 feet above North American Vertical Datum of 1988 (NAVD 88 Geoid 09) at Columbia River Mile 82.2.

2012 Aerial Photography data source: USDA, Service Center Agencies.

Primary Control Point

Coordinated Survey Points

Uncoordinated Survey Points

Dredging Ranges

Flow Arrows

Harbor Lines

State Boundary

Aids to Navigation

Lighthouses

Lights

Lighted Ranges

Lighted Buoys

Unlighted Buoys

Daybeacons

Seasonal Lights and Lighted Dredging Ranges

Benchmarks

Gages Staff Recording

Front Rear

Straight Tidal

River Mileage from Mouth 10

FLOOD

EBB

Port

Rear

Port

Fixed Occulting

Front

Starboard Mid Channel Junction

Starboard 43

Flashing, FLOW

Elevations are shown thus: +2, indicating height in feet above CRD.

Control is by USACE and NOS-C&GS.

Soundings are shown in feet and indicate depths below CRD.

The project depth curve is shown thus:

general condition existing at that time.

made on the dates indicated and can only be considered as indicating the

The information depicted on this map represents the results of surveys

NOTES

SCALE IN FEET

X COORDINATE X COORDINATE

0 500' 1000' 1500' 2000'

OF YOUR CONTRACT

SAFETY IS A PART

7543506.70

7549705.16

7551148.19

7550997.69 918861.49

919232.10

919818.06

925020.92

Y COORDINATE

A

B

C

K

D 7551261.05

Y COORDINATE

919510.06

500'

N

NORTHING: 926110 EASTING: 7543090

STAFF GAGE AT LIGHT 3:

E

F

G

H 7555010.95

7554449.39 918215.37

916866.32

Y 915,000

Y 920,000

X ,5

,0

X ,5

,0

Y 915,000

X ,5

,0

Y 925,000

Y 920,000

Y 930,000

X ,5

,0

X ,5

,0

Y 930,000

Y 925,000

X ,5

,0

X ,5

,0

X ,5

,0

RM 57+40+00

DREDGE AREA #1

DOWNSTREAM LIMIT OF

RM 59+30+00

DREDGE AREA #2

DOWNSTREAM LIMIT OF

DREDGE AREA #1

UPSTREAM LIMIT OF

61+00+00

DREDGE AREA #2

UPSTREAM LIMIT OF

A

B

D

J

E

F

G

H

I

L M

M

N

O

P

COORDINATES

DREDGE AREA #1

O-58.3-IW COORDINATES

PLACEMENT SITE

I 7552977.24 918111.62

M

N

O

P

7547100.40

7547518.29 920739.77

920241.91

X COORDINATE Y COORDINATE

40'

50'

20'

30'

300' 400'

LC

MAXIMUM PAYABLE DEPTH

REQUIRED CHANNEL DEPTH

REQUIRED TOE DEPTH

75'

-46' CRD

-47' CRD

N.T.S.

STATION 58+05+00

46' CONTOUR

47' CONTOUR

C

-45' CRD

R M

T

O

S T

E L L

A -F

IS

H E

R B

A R W

A L

K E

R I S

L A

N D R

E A

C H

T M

H

E A

S

T S

G

-O

C T -1

K

A R

L A G E

L L

IS

A

WORK AREA

PRE / POST

CROSS SECTION A-A

7549510.87

7549484.21 919481.30

919465.24L

M

COORDINATES

DREDGE AREA #2

J 7551016.50 918907.81

7557701.81 915389.29

7557275.47 914898.64

N

7543249.54 924714.54N

K

175'

S A

M P

L E L

A Y

O U

T D

R A

W

IN

G

40'

50'

20'

30'

300' 350'

LC

MAXIMUM PAYABLE DEPTH

REQUIRED CHANNEL DEPTH

REQUIRED TOE DEPTH

75'

-45' CRD

-46' CRD

N.T.S.

STATION 60+25+00

-44' CRD

125'

WORK AREA

BIN MEASURE TO REQUIRED DEPTH (BMRD)

CROSS SECTION B-B

45' CONTOUR

46' CONTOUR

A

B

B

PLACEMENT SITE O-58.3-IW

EVENLY THROUGHOUT SITE

MAX DISPERSAL EACH LOAD, SPREAD LOADS

DREDGE AREAS

PLACEMENT AREA WITHIN 4 MILES OF ALL

MAX QTY: **,*** CY

H O

P P

E R D

R E

D G

IN

G

W E

S T C

O A

S T

W C

H -C

R -0

.D

G N

WCH-CR1-000

SEE CONTRACT SECTION 01 22 00.00 82

FOR ACCEPTANCE REQUIREMENTS

SEE CONTRACT SECTION 01 22 00.00 82

FOR ACCEPTANCE REQUIREMENTS

N