Amd_0001_Plans_W9127N-17-B-0008.pdf
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- Oregon Coast Clamshell Maintenance Dredging 2017
- Solicitation number
- W9127N-17-B-0008
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Amendment 0001 Plans, W9127N-17-B-0008
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| File | Type | Posted |
|---|---|---|
| B.01.02_Abstract_17-B-0008.pdf | ||
| Amd_0001_Specs_W9127N-17-B-0008.pdf | ||
| Solicitation_Plans_W9127N-17-B-0008.pdf | ||
| Solicitation_Specs_W9127N-17-B-0008.pdf |
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T M
H
T M
H
S U
B M
IT
T E
D B
Y
OCC-IND-000
OCC-IND-000
O C
C -I
N D -0
.D
G N
COLUMBIA
RIVER
W
IL
L A
M E
T T
E R
IV
E
R
OCC-POR-000
T S
G
K A
R L
A G E
L L
IS
TABLE OF CONTENTS AND VICINITY MAP
FILE
NUMBERNUMBER
DESCRIPTION
CONTRACT DRAWING INDEX
S N
A K
E
R
IV
E R
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
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
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
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
PORT ORFORD
T A
B L E O
F C
O N
T E
N T S A
N D V
IC
IN
T Y M
A P
PLANNING LAYOUT DRAWING
PORT ORFORD RM 00+00+00 TO 00+07+50
O R
E G
O N C
O A
S T C
L A
M S
H E
L L
OCC-BB2-000
OCC-BB1-000 3
PLANNING LAYOUT DRAWING
BAKER BAY 1 RM 00+19+00 TO 01+10+00
PLANNING LAYOUT DRAWING
BAKER BAY 2 RM 02+20+00 TO 02+35+00
OREGON COAST CLAMSHELL MAINTENANCE DREDGING 2017
X X -X
X X -X
X X
X
D A
T E
P L
O T
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
DWG 1 OF 5
W
N -1
-B -0
BAKER BAY
CHINOOK
OCC-CHK-000 5
PLANNING LAYOUT DRAWING
CHINOOK RM 00+50+00 TO 01+51+50
-J
U N
E -2
A
M E
N D
M E
N T
A D
D C
H
IN
O O
K W
O R
K O
C C -C
H K -0
R E
P L
A C
E O
C C -B
B -0
A
N D O
C C -B
B -0
LEAD
1647 K
1647 J
1647 N 1647 G
1647 T
1647 S
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
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
D A
T E
A P
P R
M A
R K
N
X 3,847,000
X 3,848,000
X 3,847,000
Y
,0
Y
,0
Y
,0
X 3,848,000
Y
,0
REFUSAL
DIG TO
ROCK AREA
ANTICIPATED
GAGE
STAFF
REFUSAL
DIG TO
ROCK AREA
ANTICIPATED
A
B
C
D
E
H
FILE
NAME
P O
R T O
R F
O R
D
T M
H
T M
H
F G
STA. 00+00+00
DREDGE AREA #1
DOWNSTREAM LIMIT OF
STA. 00+07+50
DREDGE AREA #2
UPSTREAM LIMIT OF
A
A
B
B
K A
R L
A G E
L L
IS
C
D
E
F
A
B
C
F
G
H
3847980.66 416175.52
3847627.30 416379.77
3847597.54 416507.16
3847685.18 416527.64
3848025.70 416253.44
3847706.08 416438.19
I
J
K
L
3847597.54 416507.16
3847540.66 416750.60
3847628.30 416771.08
3847685.18 416527.64
D E
S
IG
N F
IL
E N
A M
E
THE EXISTING PROJECT
Provides for a turning basin 16 feet deep, 90 feet wide and 750 feet long.
LEGEND
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
Sunken Vessel
SCALE IN FEET
X COORDINATE Y COORDINATE
COORDINATES
NEAR SHORE PLACEMENT
OF YOUR CONTRACT
SAFETY IS A PART
50' 50' 100' 150' 200'
STA. 00+03+88
R M
T
O
-18 ft. MLLW
-20 ft. MLLW20
45' 45'
-18 ft. MLLW CONTOUR
-20 ft. MLLW CONTOUR
N.T.S.
TYPICAL SECTION A+A
-18 ft. MLLW
-20 ft. MLLW20
40' 45'
FACE
DOCK
5'
N.T.S.
TYPICAL SECTION B+B
CL
REQUIRED DREDGING DEPTH
MAXIMUM PAY DEPTH
STA: 00+03+50
CROSS SECTION A - A
CL
REQUIRED DREDGING DEPTH
STA: 00+05+50
CROSS SECTION B - B
SEE SECTION 01 2
2 00.82
FOR DETAILS
POTENTIAL LEAD LINE SOUNDING LOCATION
OCC-POR-000
O C
C -P
O R -0
.D
G N
W
N -1
-B -0
05-JUL-2016
SURVEY DATE
PLACEMENT SITE
05-JUL-2016
SURVEY DATE
DREDGE AREA
STAFF GAGE: Northing: 416427 Easting: 3847618
Reference is Navigation Chart No. 18589 2009 Aerial Photography data source: U.S.D.A., Service Center Agencies the general condition existing at that time.
conductedon the date indicated and can only be considered to represent The information depicted on this map represents the results of a survey une 1968.
Hydraulics Committee, Pacific Northwest River Basins Commission, J River mileage conforms to the River Mile Index of the Hydrology and
Vertical Datum (NAVD 88).
Low Water 1983-2001. MLLW is 0.49 feet below the North American Soundings are shown in feet and indicate depths below Mean Lower Vertical Datum:
U.S. Survey Feet.
Coordinate System (SPCS), Oregon South Zone. Distance units in North American Datum of 1983 (NAD83), projected to the State Plane Horizontal Coordinate System:
NOTES:
SEE DISPOSAL PLAN FOR ADDITIONAL DETAILS
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
O R
E G
O N C
O A
S T C
L A
M S
H E
L L
T S
G S
O L
IC
IT
A T
IO
N N
O
DREDGE AREA #1 COORDINATES DREDGE AREA #2 COORDINATES
X COORDINATE Y COORDINATE X COORDINATE Y COORDINATE
DWG 2 OF 5
L
I J
K
415818.58
PLACEMENT SITE IS 1210.7ft
BETWEEN DREDGE AREA AND
CENTROID TO CENTROID DISTANCE
STA. 00+05+00
DREDGE AREA #2
DOWNSTREAM LIMIT OF
DREDGE AREA #1
UPSTREAM LIMIT OF
DOCK FACE MAXIMUM DEPTH -16 ft. MLLW
MAXIMUM DREDGING / PAY DEPTH
***VERTICAL FACE***
MAXIMUM DREDGING / PAY DEPTH -16 ft
***NOTE ON DREDGING DEPTHS AT DOCK FACE***
3847775.22 414963.49
3847718.09 415761.45
3848516.05
3848573.16 415020.60
800 FT
F
T
N
PLACEMENT SITE
PORT ORFORD NEAR SHORE
NOT TO SCALE
THAN 2 FT VERTICAL ACCUMULATION**
THE SEABED SHALL BE LESS
**MOUNDING OF DREDGE MATERIAL PLACED ON
X X -X
X X -X
X X
X
-J
U N -2
7 9 12 9 5 4 4 8 9 7 5 5 7 5 4 3 2 2
1 1 1 1 0+1+1 +1
+1
7 8 5 3 3 3 3 3 3 3 3 3 3 4 3 2 2 2 1 1
+0+0+1+1+1+1 +1
5 4 3 3 3 3 3 3 2 2 2 2 3 3 2 2 2 1 1 0 0 +0+0+0+1+1+1+1+2
10 5 4 4 4 4 3 3 3 3 3 2 3 2 2 2 2 1 1 0 0 +0+0+0+0+1+1+1+1
9 5 4 3 3 3 3 3 3 3 2 2 2 2 2 1 1 1 1 0 0 +0+0+1+1+1+1+1+1
8 5 4 4 4 4 3 3 3 3 3 2 2 2 2 2 2 1 1 0 +0+0+1+1+1+1+2+2+1
4 4 4 4 4 3 3 3 3 3 2 2 2 1 1 1 1 0 0 +0+0+1+0+0+1
6 6 5 5 5 5 4 4 4 3
3 3 2 2 2 2 1 1 1 1 1 0+0+0+1+1+1+1
7 6 6 5 5 5 5 4 4 4 3 3 3 2 2 2 2 2 1 1 1 0 +0+0+0+0+0+1
5 5 5 4 4 4 3 3 3 2 2 2 2 1 1 1 1 0 0+0+0+1+1+1+1+1
66778
31313131313131313131303130303029292828282827272727272828292928
9 9 8 8 7 7 6 6 5 5 4 4 4 3 3 3 2 2 2 2 1 1 1 1 0 +0+1+1
33344445
889910101111
26272727272726262626
28282829292829282829
3030303030303030303030
313131313030303029292929292928282828282828282727272626262625252525252525252424
14131312111110 1010 9 9
6 5 5 5 4 4 4 4 3 3 2 2 2 2 1 1 0
112222 333444555667778910101111111112121313131414151516171718
2122222223232324242424242425252526262626262626272727272727272828282828282828 2829293030303030
3029292929292929 292928282727 272727 27272726262727262626262625 25252424 232323232323232323222222222121202019181817171615151414 131313121212 11111010 9 9 8 8 7 7 6 6 6 5 5 5 4 4 3 3 3 3 2 2 2
44543345 56666788991010111112121314141415151616171718181919191920202021212222222223
+1 +1
+2
+1
+1
+1
+1
+1
+1
+2
7 9 12 9 5 4 4 8 9 7 5 5 7 5 4 3 2 2
1 1 1 1 0+1+1 +1
+1
7 8 5 3 3 3 3 3 3 3 3 3 3 4 3 2 2 2 1 1
+0+0+1+1+1+1 +1
5 4 3 3 3 3 3 3 2 2 2 2 3 3 2 2 2 1 1 0 0 +0+0+0+1+1+1+1+2
10 5 4 4 4 4 3 3 3 3 3 2 3 2 2 2 2 1 1 0 0 +0+0+0+0+1+1+1+1
9 5 4 3 3 3 3 3 3 3 2 2 2 2 2 1 1 1 1 0 0 +0+0+1+1+1+1+1+1
8 5 4 4 4 4 3 3 3 3 3 2 2 2 2 2 2 1 1 0 +0+0+1+1+1+1+2+2+1
4 4 4 4 4 3 3 3 3 3 2 2 2 1 1 1 1 0 0 +0+0+1+0+0+1
6 6 5 5 5 5 4 4 4 3
3 3 2 2 2 2 1 1 1 1 1 0+0+0+1+1+1+1
7 6 6 5 5 5 5 4 4 4 3 3 3 2 2 2 2 2 1 1 1 0 +0+0+0+0+0+1
5 5 5 4 4 4 3 3 3 2 2 2 2 1 1 1 1 0 0+0+0+1+1+1+1+1
66778
31313131313131313131303130303029292828282827272727272828292928
9 9 8 8 7 7 6 6 5 5 4 4 4 3 3 3 2 2 2 2 1 1 1 1 0 +0+1+1
33344445
889910101111
26272727272726262626
28282829292829282829
3030303030303030303030
3131313030303029292929292928282828282828282727272626262625252525252525252424
14131312111110 1010 9 9
6 5 5 5 4 4 4 4 3 3 2 2 2 2 1 1 0
112222 333444555667778910101111111112121313131414151516171718
2122222223232324242424242425252526262626262626272727272727272828282828282828 2829293030303030
3029292929292929 292928282727 272727 27272726262727262626262625 25252424 232323232323232323222222222121202019181817171615151414 131313121212 11111010 9 9 8 8 7 7 6 6 6 5 5 5 4 4 3 3 3 3 2 2 2
44543345 56666788991010111112121314141415151616171718181919191920202021212222222223
+1 +1
+2
+1
+1
+1
+1
+1
+1
+2
+2
+4
+3
+4
+3+3
+2
+4
+4
+2
+2
+4
+4
+2
+3
+4
+4
+2
+3
+4
+4
+3
+3
+4
+4 +3
+3 +4
+4 +3
+3 +4
+4
+2
+3 +5
+5
+3
+3
+5
+5 +3
+6
+6
+6
+6
+7
+7
+7
+6
+6
+6
+6
+6
+6
+6
+6
+5
+5
+5
+7
+7
+7
+7
+8
+8
+8
+8
+8
+8
+8
+8
+8
+8
+8
+9
+8
+8
+9
+8 +10
+10
+10
+10
+10
+10
+10
+10
+10
+10+10
+9
+9
+9
+10
+10
+10
+10
+10
+10
+9
+8
+8 +9
+9
+9
+10
+10
+10
+10
+10
+11
+10
+10
+10
+10
+11
+11
+11
+11
+11
+11
+11
+11
+11
+10
+11 +11
+11
+11
+11
+11
+11
+11
+11
+11
+11
+10
+11
+11
+10
+10
+10
+10
+10
+10
+10
+10
+10
+10
+10
+10
+9
+9
+9
7 811106 5 5 5 5 77 8 7 6 857
6 5 4 3 3 33 3 2 2 1 1 2 1
00+0+0+0+0+0+0
P L
A N
N
IN
G L
A Y
O U
T D
R A
W
IN
G
O R E G
O N
W A S H
IN
G T O
N
OREGON
WASHINGTON
OREGON
WASHINGTON
FLOOD
EBB
Channel 10 Fl R Baker Bay West Channel
GAGE
STAFF
B
A
D
B
A
C
D
1 3 4 5
21 3 4 5
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
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
Daybeacon 11
Daybeacon 9
Daybeacon 7
Daybeacon 6
BOAT HUB
BETTY M
HLM TWO
HEEL
W est
N
OF YOUR CONTRACT
SAFETY IS A PART
X 7,304,000
X 7,304,000
X 7,306,000
X 7,308,000
X 7,306,000
Y
,0
Y
,0
X 7,308,000
Y
,0
X 7,310,000
Y
,0
Y
,0
X 7,305,000
Y
,0
X 7,310,000
Y
,0
R
Q 7310850.30 961901.70
7309330.95 962448.96
7307747.52 962766.20
7307924.65 963648.93
7308889.88 963585.59
COORDINATES
PLACEMENT SITE O-3.2-IW
V
W
U
7317250.75 959962.46
7316180.27 961015.50
7317420.19 962282.45
7318493.91 961226.22
COORDINATES
PLACEMENT SITE W-4.8-IW
NOT TO SCALE
X COORDINATE Y COORDINATE X COORDINATE Y COORDINATE
S
7309450.51 963433.90
T
7311057.00 962244.28
PLACEMENT SITE O-3.2-IW
RM 03+01+00 to 03+40+00
NOT TO SCALE
PLACEMENT SITE W-4.8-IW
RM 04+30+00 to 04+50+00
Q
R
T
Q
U
V
X
Y
Z
AA
FJ
G
HI
E
B
C
D
7309409.79 968551.94
7309218.85 970135.82
7308959.05 970672.11
7307835.08 971984.31
7307523.37 972232.64
DREDGE AREA #1 COORDINATES
X COORDINATE Y COORDINATE
A
E
A
C
D
B
OF BUOY CHAIN AND ANCHOR
APPROXIMATE LOCATION
Y: 969533.94
X: 7309342.54
Y
,0
O R E G O N
W A S H I N G T O N
200' 200' 400' 600' 800'
-15 ft. MLLW CONTOUR
-17 ft. MLLW CONTOUR
T M
H
T S
G
T M
H
K A
R L
A G E
L L
IS
S
W
N -1
-B -0
650 feet wide at Ilwaco.
deep and 150 feet side to a mooring basin 10 feet deep, 1,200 feet long and deep water in the Columbia River to mile 0.5 in the bay, thence a channel 16 feet
The existing project provides for a channel 16 feet deep and 200 feet wide from
STAFF GAGE U.S.C.G. BOAT DOCK:Northing: 973042 Easting: 7305497
Reference is Navigation Chart No. 18521
2012 Aerial Photography data source: USDA, Service Center Agenciess to represent the general condition existing at that time.
survey conducted on the date indicated and can only be considered
The information depicted on this map represents the results of a
Commitee, Pacific Northwest River Basins Commission, July 1972.
conforms to the River Mile Index of the Hydrology and Hydraulics
Datum (NAVD 88 Geoid 09) at Columbia River Mile 2.6. River mileage
Low Water. MLLW is 0.22 feet below the North American Vertical
Soundings are shown in feet and indicate depths below Mean Lower
Vertical Datum:
U.S. Survey Feet.
Coordinate System (SPCS), Oregon North Zone. Distance units in
North American Datum of 1983 (NAD83), projected to the State Plane
Horizontal Coordinate System:
NOTES:
SCALE IN FEET
LEGEND
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, THE EXISTING PROJECT
J
G
H
I
7307616.83 972349.96
7309085.59 970754.96
7309431.82 970040.26
7309608.30 968576.31
F
JETTY "A"
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
O R
E G
O N C
O A
S T C
L A
M S
H E
L L
S O
L
IC
IT
A T
IO
N N
O
52+80
52+80
D
IK
E B -0.28 D
O L
D
IK
E B -0.28 D
O L
Channel 10 Fl R Baker Bay West Channel
GAGE
STAFF
Entrance Jetty 2, Fl W Baker Bay West Channel
Channel 8, Fl W Baker Bay West Channel
D
IK
E B -0 .7 D
O L
Desdemona Sands Channel Fl W
Leading Light Desdemona Sands Channel
Channel Buoy 11 Baker Bay West
Channel 12 Fl W Baker Bay West Channel
Entrance Jetty 1, Fl G Baker Bay West Channel
Channel Buoy 3 Baker Bay West
Daybeacon 14
X X -X
X X -X
X X
X
A
A
X
Y
Z
AA
535253
62 63
64 64
67 66
67 67
68 69
62 63
63 62
64 65
65 65 66
58 58
59 59 60
60 61
61 61 61 61
62 62 62 62
63 63
64 63
64 64
59 60
62 61
55 55
58 58
58 59
60 60
60 60
53 53
54 54 54
55 55
56 55
55 56 56 57 57
57 57
47 47
48 48
49 49 49
50 50 50 51 51
51 52
46 46
50 49 49
52 52
53 54
54 55
45 45
47 48
47 48
50 51 52 52
54 56
48 48
43 43
43 44
45 45
45 46 47
48 49
50 52
43 44 44
45 45
46 47
48 48
49 50
52 53
55 56
57 57
50 50
56 56
58 58
41 42
43 44 44
55 56
43 43
48 48
52 53 55 55
47 48
50 52
56 58
59 60
45 46 47
49 50
53 52
56 56
61 62
57 58
44 45
47 48
50 52
54 56
58 59
58 59
60 61
52 53
63 63
46 47
51 51
54 55
59 62
62 63
57 61
50 51
58 59
59 60
50 51
56 57 58
59 60
61 61
63 64 64
51 52
60 60 60 61
61 62 62
62 63
65 65
53 54
60 59
61 62
55 56
65 65
60 61
63 64
66 67
68 69
62 62
63 63
65 66
66 67
69 70
70 70
71 72
46 59
53 54
52 52
44 50
04-AUG-2016
SURVEY DATE
O-3.2-IW
04-AUG-2016
SURVEY DATE
W-4.8-IW
16 13
13 12
12 10
10 9
11 12
10 9
5 6
2 1
+1
2 2
2 3
2 3
+5
10 6
7 8 7 8 9 8
11 16
10 9 4 3
+0
+0
+0
+1 +1
+1 +0
+0
CHANNEL CONTOUR
P L
A N
N
IN
G L
A Y
O U
T D
R A
W
IN
G
O C
C -B
B -0
.D
G N
-J
U N -2
B A
K E
R B
A Y S
H E
E T
SITE O-3.2-IWAPPROXIMATELY 1.1 MILES
CHANNEL) TO CENTROID OF PLACEMENT
DISTANCE FROMRM 02+35+00(BAKER BAY
SITE W-4.8-IW APPROXIMATELY 2.4 MILES
CHANNEL) TO CENTROID OF PLACEMENT
DISTANCE FROM RM 02+35+00 (BAKER BAY
PLACEMENT PLAN
CAN BEFOUND IN SAMPLE
SITE USAGE REQUIREMENTS
PLACEMENT PLAN
IN SAMPLE
CAN BEFOUND
REQUIREMENTS
SITE USAGE
RM 01+10+00
DREDGE AREA #1
UPSTREAM LIMIT OF
POTENTIAL
RM 00+19+00
DREDGE AREA #1
DOWNSTREAM LIMIT OF
POTENTIAL
OCC-BB1-000
972092.747307939.71
RM 01+25+00
DREDGE AREA #2
UPSTREAM LIMIT OF
POTENTIAL
RM 01+15+00
DREDGE AREA #2
DOWNSTREAM LIMIT OF
POTENTIAL
O
L
M
N
DREDGE AREA #2 COORDINATES
X COORDINATE Y COORDINATE
K
P
5 4
+1
+0
+0
+1
+2
4 3
+2
+2
+2
+2
+2
+2
+1
+1
+2
+2
+1
+1 +3
5 4
+1
+0
+0
+1
+2
4 3
+2
+2
+2
+2
+2
+2
+1
+1
+2
+2
+1
+1 +3
+4 +4 +4+4 +4
+4 +4
+4
+4
+4
+4
+4
+4
+4
+3+5
+7 +7 +9
+11 +12
+13
+14 +13
+11
+8
+7
+6 +6
+5 +5
+6
+5 +4
+4
+3 +3
+3+3 +3
+3 +3 +3
+3
+3
+3
+3+3 +3
+3
+5
+5
+6 +6
+7 +7
+8
+8
+9
+10
+10
+10
+10
+10
+9
+9 +10
+9+8 +7+9+9
+6+7
+9+9+9 +8
+6 +8
+3+3
+5 +3
+11
+11
+11
+11
+11
+11
+10
+9
+6
+5
+4
+4 +5
+5 +5
+4 +5
+5
+5
+5
+4 +4
+4 +4
+4+4 +4
+5 +5
+5+5 +5
+5 +5
+6 +5+5
+5 +5+5
+6 +5
+5 +5
+5 +5
+6
+5
+5 +5
+5 +5
+5+5 +5
+5 +6
+6 +6
+5 +6
+6 +6
+6 +5+5
+5 +5
+5 +5
+5 +5
+5 +5
+5 +5+6
+6 +6
+6 +6
+6 +6
+6 +6
+5 +5
+5 +5
+5 +5
+6 +7
+7
+6 +6
+6 +6+5
+6+6 +7 +5
+6
+6 +7
+6 +7
+7+7
+7
+7
+10+11+11+10
+8+9
+11+11
+8 +11
+8+10 +8
+8
+7
+10 +9
+11
+13+13 +13+13+13+14
+14 +14
+13 +13
+13 +13+12
+12+12 +12+11
+11 +12
+12+12+12 +12
+12 +12+11
+10 +11
+11 +12+12
+12+12
+11 +11+11+11
+9+10+9
+6
7307132.30 972544.19
7307045.85 972613.06
7307116.70
7307225.76 972661.51
972748.39
7306221.69 972860.70
7306264.85 973004.36
04-AUG-2016
SURVEY DATE
DREDGE AREA 1
17-APR-2017
SURVEY DATE
DREDGE AREA 2
75' 75'
-18 ft. MLLW
CL
N.T.S.
REQUIRED DREDGING DEPTH
MAXIMUM ALLOWED DEPTH
-17 ft. MLLW
MAXIMUM PAY DEPTH
-15 ft. MLLW
SURVEY.
DETERMINED BY PRE-DREDGE
AND STATIONING TO BE
ACTUAL DREDGING DEPTHS
75' 75'
RIVER MILE: 01+05+70
CROSS SECTION A - A
-18 ft. MLLW
CL
N.T.S.
REQUIRED DREDGING DEPTH
MAXIMUM ALLOWED DEPTH
-17 ft. MLLW
MAXIMUM PAY DEPTH
-15 ft. MLLW
SURVEY.
DETERMINED BY PRE-DREDGE
AND STATIONING TO BE
ACTUAL DREDGING DEPTHS
B
B
RIVER MILE: 01+22+00
CROSS SECTION B - B
K
P
O
L
M
N
R M
T
O
R M
T
O
LEGEND
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, SCALE IN FEET
N
OF YOUR CONTRACT
SAFETY IS A PART
X ,3 ,0
Ch an ne l 2
Qk F l G
Ba ke r B ay W es t
Ba sin F l G
Ilw ac o
M oo rin g
Ba sin F l R
Ilw ac o
M oo rin g
Da yb ea co n
H- -0
B
C
D
B
A
C
D
1 3 4 5
4 5
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
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
7310850.30 961901.70
7309330.95 962448.96
7307747.52 962766.20
7307924.65 963648.93
7308889.88 963585.59
COORDINATES
PLACEMENT SITE O-3.2-IW
7317250.75 959962.46
7316180.27 961015.50
7317420.19 962282.45
7318493.91 961226.22
COORDINATES
PLACEMENT SITE W-4.8-IW
X COORDINATE Y COORDINATE X COORDINATE Y COORDINATE
7309450.51 963433.90
7311057.00 962244.28
100' 100' 200' 300' 400'
X ,3 ,0
X ,3 ,0
X ,3 ,0
Y 978,000
Y 980,000
W
N -1
-B -0
T S
G
E A
S
T S
G
A
21 3
F
E
B
C
D
7305236.01 976694.16
7306012.86 977729.04
7306188.01 977869.95
7306282.03 977753.07
7306121.53 977623.96
7305355.98 976604.11
X COORDINATE Y COORDINATE
A
Y 980,000
A
K A
R L
A G E
L L
IS
W A S H I N G T O N
THE EXISTING PROJECT
650 feet wide at Ilwaco.
deep and 150 feet side to a mooring basin 10 feet deep, 1,200 feet long and deep water in the Columbia River to mile 0.5 in the bay, thence a channel 16 feet
The existing project provides for a channel 16 feet deep and 200 feet wide from
STAFF GAGE U.S.C.G. BOAT DOCK:Northing: 973042 Easting: 7305497
Reference is Navigation Chart No. 18521
2012 Aerial Photography data source: USDA, Service Center Agenciess to represent the general condition existing at that time.
survey conducted on the date indicated and can only be considered
The information depicted on this map represents the results of a
Commitee, Pacific Northwest River Basins Commission, July 1972.
conforms to the River Mile Index of the Hydrology and Hydraulics
Datum (NAVD 88 Geoid 09) at Columbia River Mile 2.6. River mileage
Low Water. MLLW is 0.22 feet below the North American Vertical
Soundings are shown in feet and indicate depths below Mean Lower
Vertical Datum:
U.S. Survey Feet.
Coordinate System (SPCS), Oregon North Zone. Distance units in
North American Datum of 1983 (NAD83), projected to the State Plane
Horizontal Coordinate System:
NOTES:
Ch an ne l 2 Fl
G
Ba ke r B ay W es t
PR
O
JE
C T
EN
D
O F
FE
D
ER
A L
LO
C A L
IN
TE
R
ES
TS
M A
IN
TA
IN
ED
B Y
Y 978,000
Y 977,000
Y 977,000
Y 979,000
Y 979,000
X ,3 ,0
X ,3 ,0
X ,3 ,0
X ,3 ,0
A
B
C
D
F
E
NOT TO SCALE
PLACEMENT SITE O-3.2-IW
RM 03+01+00 to 03+40+00
NOT TO SCALE
PLACEMENT SITE W-4.8-IW
RM 04+30+00 to 04+50+00
30-JUL-2015
SURVEY DATE
O-3.2-IW
30-JUL-2015
SURVEY DATE
W-4.8-IW
APPROXIMATELY 3.5 MILES
SITE O-3.2-IW
TO CENTROID OF PLACEMENT
RM 02+35+00 (BAKER BAY CHANNEL)
DISTANCE FROM
APPROXIMATELY 4.6 MILES
TO CENTROID OF PLACEMENT SITE W-4.8-IW
RM 02+35+00 (BAKER BAY CHANNEL)
DISTANCE FROM
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
O R
E G
O N C
O A
S T C
L A
M S
H E
L L
75' 75'
-18 ft. MLLW
CL
N.T.S.
REQUIRED DREDGING DEPTH
MAXIMUM ALLOWED DEPTH
-17 ft. MLLWMAXIMUM PAY DEPTH
A
X X -X
X X -X
X X
X
-J
U N -2
31-AUG-2016
SURVEY DATE
DREDGE AREA
M
M
N
N
O
O
P
P
Q
Q
R
R
S
S
T T
U
U
V
V
W
W
C O
N T
R A
C T N
O
O C
C -B
B -0
.D
G N
B A
K E
R B
A Y S
H E
E T
P L
A N
N
IN
G L
A Y
O U
T D
R A
W
IN
G
PLACEMENT PLAN
CAN BEFOUND IN SAMPLE
SITE USAGE REQUIREMENTS
PLACEMENT PLAN
IN SAMPLE
CAN BEFOUND
REQUIREMENTS
SITE USAGE
OCC-BB2-000
RM 02+35+00
ACCEPTANCE AREA 3
UPSTREAM LIMIT OF
POTENTIAL
RM 02+20+00
ACCEPTANCE AREA 3
DOWNSTREAM LIMIT OF
POTENTIAL
-16 ft. MLLW
RIVER MILE: 02+34+00
CROSS SECTION A - A
-16 ft. MLLW CONTOUR
-17 ft. MLLW CONTOUR
K
J
I
H G
L
3 2
0 1
1+ 1+
-18 ft. MLLW
CL
N.T.S.
REQUIRED DREDGING DEPTH
MAXIMUM ALLOWED DEPTH
-17 ft. MLLWMAXIMUM PAY DEPTH
-16 ft. MLLW
175'240'
ACCEPTANCE AREA #3 COORDINATES ACCEPTANCE AREA #4 COORDINATES
7307503.20 979086.49
7306967.17 978496.77
7307057.83 978569.68
7307239.17 979058.29
7307537.72 978763.24
7307061.19 978379.89
G
H
I
J
K
L
B
B
RM 03+00+00
ACCEPTANCE AREA 4
UPSTREAM LIMIT OF
POTENTIAL
RM 02+45+00
ACCEPTANCE AREA 4
DOWNSTREAM LIMIT OF
POTENTIAL
X COORDINATE Y COORDINATE
R M
T
O
R
M
T
O
RM: 02+50+00
CROSS SECTION B - B
52 52
54 56
56 59
62 65
70696769676765666466656363636363646361606260
68666564636464626260616161595859595859595857565654
65656463615957596158585858585756565454535251515049
63626061605858565856555553535353525050484848474644
61616058585655565552524952515049484746454544444343
58595657555454535251514949494847464544454544424342
56565655545252525049494847474747474645454444434344
56555353525252515151505149494848484847484747464546
565557555455545354555455545453545352525352525151
616161616160606162616062616159596059595958585858
67676666656565666565646464656465656264636261625960
70697068676868666668676865666464646463636162606060
65666664646462626160605960585958
30 35 45 5040
454030 35
00 05
05 1052+80
Chino ok Ch anne l 5 Fl
G
Chino ok Ch anne l 2 Fl
R
Fl RChino ok Ch anne l 8
MLLWSTAFF
GAGE
Nick
N
OF YOUR CONTRACT
SAFETY IS A PART
SCALE IN FEET
NOTES
B
A
C
D
B
A
C
D
1 3 4 5
21 3 4 5
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
S O
L
IC
IT
A T
IO
N N
O
P L
O T
D A
T E
P L
A N
N
IN
G L
A Y
O U
T D
R A
W
IN
G
US ARMY CORPS
OF ENGINEERS
PORTLAND DISTRICT
D A
T E
A P
P R
M A
R K
M A
R K
OCC-CHK-000
X X
X
O C
C -C
H K -0
.D
G N
D A
T E
A P
P R
200' 200' 400' 600' 800'
LEGEND
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
THE EXISTING PROJECT
STAFF GAGE CHINOOK BOAT RAMP : Northing: 968032 Easting: 7330649 existing at that time.
on the date indicated and can only be considered to represent the general condition The information depicted on this map represents the results of a survey conducted
Commitee, Pacific Northwest River Basins Commission, July 1972.
River mileage conforms to the River Mile Index of the Hydrology and Hydraulics at Columbia River Mile 5.7.
MLLW is 0.15 feet below the North American Vertical Datum (NAVD 88 Geoid 09) Soundings are shown in feet and indicate depths below Mean Lower Low Water.
Vertical Datum:
System (SPCS), Oregon North Zone. Distance units in U.S. Survey Feet.
North American Datum of 1983 (NAD83), projected to the State Plane Coordinate Horizontal Coordinate System:
and 500 feet wide at Chinook. The turning and mooring basin is maintained by local interests.
provides for a channel 10 feet deep and 150 feet wide from deep water in the
Columbia River to a turning and mooring basin 10 feet deep, 590 feet long
Y 970,000
Y 970,000
X ,3 ,0
X ,3 ,0
Y 964,000 X ,3 ,0
X ,3 ,0
Y 966,000
Y 964,000
X ,3 ,0
X ,3 ,0
X ,3 ,0
Y 968,000
Y 968,000
X ,3 ,0
X COORDINATE X COORDINATE X COORDINATEY COORDINATE
A
B
C
D
E
F
G
H
I
J
Y COORDINATE Y COORDINATE
X COORDINATE Y COORDINATE X COORDINATE Y COORDINATE
7324454.22 955917.09
7324876.38 957874.81
7329800.28 956813.02
7329378.12 954855.30 959962.467317250.75
961015.507316180.27
962282.457317420.19
7318493.91 961226.22
X
U
V
W
Q
R
S
T
N
N
PLACEMENT AREA D
W-4.8-IW
PLACEMENT SITE
Y 966,000
AREA D COORDINATES
PLACEMENT
W-4.8-IW COORDINATES
PLACEMENT SITE
A B
C D
E
F
G
H
IJ
WORK AREA 1 COORDINATES WORK AREA 2 COORDINATES
K
L
N O
P
M
K
L
M
N
O
P
N.T.S.
CL
N.T.S.
REQUIRED DREDGING DEPTH
MAXIMUM DREDGING DEPTH
-9 FT MLLW CONTOUR
-11 FT MLLW CONTOUR
-10 FT MLLW CONTOUR
-11 FT MLLW CONTOUR
-10 ft. MLLW
-11 ft. MLLW
-12 ft. MLLW
MAXIMUM PAID OVERDEPTH
CL
REQUIRED DREDGING DEPTH
MAXIMUM DREDGING DEPTH
-9 ft. MLLW
-11 ft. MLLW
-12 ft. MLLW
MAXIMUM PAID OVERDEPTH
7326773.19 965591.97
7327403.68 966052.21
7328169.24 966786.69
7328289.41 966938.14
7328529.73 967467.07
7328632.30 968036.28
7328779.92 968009.68
7328617.97 967110.89
7327942.93 966260.15
7326861.63 965470.81
7328929.42 968674.04
7328864.07 968863.06
7329044.34 968925.39
7329981.33 968078.98
7329880.78 967967.67
7329051.92 968716.40
W
N -1
-B -0
K A
R L
A G E
L L
IS
T S
G
T M
H
T S
G
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
O R
E G
O N C
O A
S T C
L A
M S
H E
L L
T
O
T
O
A
A
13131313131313131313131212121212121212121212121212111111111111111111111111111111111111111111111111111111111111111111111111111112121212121212121212121212121212111111111111111010101010 9 9 9 9 8 8 8 7 7 7 7 7 7 6 6 6 6 6 5 5 6 5 5 4 4 4 3 3 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3
3 4 5 6
6 7 7 8
8 8 8 8 8 8 9 9
9 9 9 9
8 8 8 7 7
9 9
6 7 9
9 9
10101010
10101010
991010
109 8
99998
8777665666777777788888888888889999999999101010101010111111111111111212121212121212131313131313131212121212121212121111111111111111111111111111111111121112121212121212121212121212121212121212121212121212121212121212121213131313131313131313
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8 8 8 9
9 9 9
9 9 9 9 9 9 9 9 9 8 8
8 8 8
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13131313131313131313131313131313121212121212121212121211111111111111111111111111111011101110101010101010101010101010101010111111111111111111111111111110101010101010 9 9 9 8 8 8 8 8 7 7 6 6 5 5 5 5 5 4 4 4 3 3 3 3 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 2 2 2 2 2 3 3 3 3 3 3 3 3
3 3 3
3 3 3 3 3 3 3 3 3
5 4 4 3
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122223
33333333322222111111112122222222222223333334444555566677788888888899999999999999999999101010101010101010101010111111111111111111111111121212121212121212121313131313131313131313131313131414
1414141413131413131413131313131313131313131313131313131313131313131212121212121212121111111111111110101010101010101010 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 8 8 8 8 8 8 7 7 7 7 7 7 7 7 7 7 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 7 6 6 6 6 6 6 6 6 5 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4 4 4 4 4 4 4 4 4 4
4 5 5
8888888888888888
7 7 7 7 7 7
RIVER MILE: 01+09+50
CROSS SECTION A - A
75'135.6'
B
B
10-MAY-2017
SURVEY DATE
75'75'
RIVER MILE: 01+49+00
CROSS SECTION B - B
CRITERIA FOR DETAILS.
SOUNDINGS. SEE SURVEY ACCETANCE
LINE SPACING AND 30' BETWEEN
BE RUN CROSS-LINE WITH 100'
PRE/POST DREDGE SURVEY WILL
PLANNING PURPOSES ONLY.
CHANNEL LINE SURVEY SHOWN FOR
***NOTE***
00+50+00
LIMITS OF ACCEPTANCE AREA 1
POTENTIAL DOWNSTREAM
01+30+00
AREA 1
ACCEPTANCE
LIMITS OF
UPSTREAM
POTENTIAL
01+38+00
AREA 2
LIMITS OF ACCEPTANCE
POTENTIAL DOWNSTREAM
01+51+50
AREA 2
ACCEPTANCE
LIMITS OF
UPSTREAM
POTENTIAL
DETERMINED BY PRE-DREDGE SURVEY
AND STATIONING TO BE
ACTUAL DREDGING DEPTHS
DETERMINED BY PRE-DREDGE SURVEY
AND STATIONING TO BE
ACTUAL DREDGING DEPTHS
-J
U N -2
C H
IN
O O
K A
C C
E P
T A
N C
E A
R E
A S
27I
J
K
L
M
N
O
P
22-SEP-2015
SURVEY DATE
N.T.S.N.T.S.CENTROID IS 13890 FT
01+30+00 TO DISPOSAL
DISTANCE FROM RM
CENTROID IS 13813 FT
01+30+00 TO DISPOSAL
DISTANCE FROM RM
DWG 5 OF 5
W A S
H
IN
G T
O N
O R
E G
O N
IN PLACEMENT PLAN
REQUIREMENTS FOUND
SPECIFIC PLACEMENT
IN PLACEMENT PLAN
REQUIREMENTS FOUND
SPECIFIC PLACEMENT
| Signed_Cover_Sheet |
| OCC-IND-000 |
| OCC-POR-000 |
| OCC-BB1-000 |
| OCC-BB2-000 |
| OCC-CHK-000 |
File details come from the government source that posted it. Updated .