PLANS_-_FY16_MD_Ludingtion_ _Manisteee_Outer_Harbor_Certified_Final_-_RTA__PLANS.pdf
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C H
A N
N E
L
I N
E
C H
A N
N
N
E
OVERDEPTH LIMIT
1.0' ALLOWABLE PAY
R E
Q 'D
D
P T
H
F T
B E
L O
W
D
VARIES
C H
A N
N
N
E
C H
A N
N
N
E
OVERDEPTH LIMIT
1.0' ALLOWABLE PAY
VARIES
R E
Q 'D
P T
H
T
B E
L
D
THIER EMPLOYMENT AS REQUIRED BY ER 1110-1-8152
APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF
SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS
THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR
THIS PROJECT WAS DESIGNED BY THE DETROIT DISTRICT OF
MICHAEL K. O'BRYAN P.E., CHIEF ENGINEERING & TECHNICAL SERVICES
PHILLIP C. ROSS P.E., ACTING CHIEF ENGINEERING & CONSTRUCTION OFFICE
GI-001
NICHOLAS J. ZAGER P.E., CHIEF GEOTECH & STRUCTURES BRANCH
NICHOLAS J. ZAGER /S/
PHILLIP C. ROSS /S/
DAVID WRIGHT /S/ ACTING FOR
S
A AF
E
Y
Y
T
P S
C O
R P
S
N
G
IN
E E
R S
D E
T R
IT
IS
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P 'S
V a lu e n g in e e r in g
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
W M
-F
E B -2
D E
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
P
R O
S S
W M
W
X K -1
-B -0
E B
G R /E
B
IN
D
E X O
F D
R A
W
IN
G S A
N D T
Y P
IC
A L C
R O
S S S
E C
T
IO
N S
L O
C A
T
IO
N M
A P
S P
R O J E
C T M
A P
S
G E
N E
R A
L N
O T
E S
CN104
B
CN101
10. LOADING OF PIERS OR STRUCTURES SHALL NOT EXCEED 100 PSF.
LIMITS SHOWN.
FROM THE PRIOR DREDGING SOUNDINGS TAKEN WITHIN THE UPSTREAM AND DOWNSTREAM
WILL BE REVISED TO CONFORM TO THE NEW 23, 25 AND 26 FT. DEPTH CONTOURS OBTAINED
INDICATED HEREINBEFORE. THE REQUIRED AND OPTIONS MAINTENANCE DREDGING AREAS
ARE BASED UPON THE 23, 25 AND 26 FT. DEPTH CONTOURS RESULTING FROMT HE SURVEY
9. THE REQUIRED AND OPTIONS MAINTENANCE DREDGING AREAS FOR MANISTEE HARBOR
LIMITS SHOWN.
FROM THE PRIOR DREDGING SOUNDINGS TAKEN WITHIN THE UPSTREAM AND DOWNSTREAM
WILL BE REVISED TO CONFORM TO THE NEW 28, 29, 30 AND 31 FT. DEPTH CONTOURS OBTAINED
INDICATED HEREINBEFORE. THE REQUIRED AND OPTIONS MAINTENANCE DREDGING AREAS
ARE BASED UPON THE 28, 29, 30 AND 31 FT. DEPTH CONTOURS RESULTING FROMT HE SURVEY
8. THE REQUIRED AND OPTIONS MAINTENANCE DREDGING AREAS FOR LUDINGTON HARBOR
BE MAINTAINED.
REMOVED FROM WITHIN THE LIMITS SHOWN, HOWEVER THE LEAST DEPTH SHALL
REQUIRED DEPTH INDICATED. PAYMENT WILL BE MADE FOR MATERIAL ACTUALLY
7. DREDGING WITHIN THE TRANSITION AREA SHOWN SHALL BE TO EITHER
MARKED AS REQUIRED AND OPTIONS.
6. DREDGING WORK UNDER THIS CONTRACT FOR THE CONDITIONS SHOWN IS
BENCH MARKS AND HORIZONTAL CONTROL.
5. THE LAKE MICHIGAN AREA OFFICE WILL PROVIDE INFORMATION REGARDING
4. ALL AZIMUTHS ARE REFERENED TO NORTH.
DATUM, U.S. SURVEY FOOT.
STATE PLANE COORDINATE SYSTEM SOUTH ZONE (2113) 1983 NORTH AMERICAN
3. THE GRID SYSTEM SHOW IS BASED ON LAMBERT PROJECTION, MICHIGAN
ABOVE MEAN SEA LEVEL AT RIMOUSKI, QUEBEC (I.G.L.D. 1985).
LOW WATER DATUM (L.W.D.) FOR LAKE MICHIGAN, ELEVATION 577.5 FT
2. ALL DEPTHS, CONTOURS, AND ELEVATIONS ARE REFERENCED TO
DATE OF MANISTEE HARBOR: 14 MAY 2015.
DATE OF LUDINGTON HARBOR: 29 APRIL 2015.
EXISTING AT THAT TIME.
INDICATED BELOW. THESE SHALL BE CONSIDERED AS GENERAL CONDITIONS
RESULTS OF AUTOMATED HYDROGRAPHIC SURVEYS MADE ON THE DATES
1. THE INFORMATION DEPICTED ON THESE DRAWINGS REPRESENTS THE
GENERAL NOTES:
Manistee Harbor
Details - Option 6
Maintenance Dredging and Harbor Maintenance
11 of 11 DT501FY16 Ludington and Manistee Outer
Manistee Harbor
Guardrail, Ladder and Gate Installation Plan - Option 6
Maintenance Dredging and Harbor Maintenance
ST302 10 of 11FY16 Ludington and Manistee Outer
Manistee Harbor
Guardrail and Ladder Location Plan and Layout - Option 6
Maintenance Dredging and Harbor Maintenance
9 of 11 ST301FY16 Ludington and Manistee Outer
Manistee Harbor
Placement Plan and Real Estate Plan
Maintenance Dredging and Harbor Maintenance
8 of 11 RR102FY16 Ludington and Manistee Outer
Manistee Harbor
Dredge Plan Options 4-5
Maintenance Dredging and Harbor Maintenance
7 of 10 CN105FY16 Ludington and Manistee Outer
Manistee Harbor
Dredge Plan - Required
Maintenance Dredging and Harbor Maintenance
6 of 11 CN104FY16 Ludington and Manistee Outer
Ludington Harbor
Placement Plan and Real Estate Plan
Maintenance Dredging and Harbor Maintenance
5 of 11 RR101FY16 Ludington and Manistee Outer
Ludington Harbor
Dredge Plan Options 1-3
Maintenance Dredging and Harbor Maintenance
4 of 11 CN103FY16 Ludington and Manistee Outer
Ludington Harbor
Dredge Plan - Required Con't
Maintenance Dredging and Harbor Maintenance
3 of 11 CN102FY16 Ludington and Manistee Outer
Ludington Harbor
Dredge Plan - Required
Maintenance Dredging and Harbor Maintenance
2 of 11 CN101FY16 Ludington and Manistee Outer
Index of Drawings and Typical Cross Secions
Location Maps, Project Maps, General Notes, Maintenance Dredging and Harbor Maintenance
1 of 11 GI001FY16 Ludington and Manistee Outer
TITLE SHEET ID SHEET NUMBER
M A
IN
T E
N A
N C
E D
R E
D G
IN
G A
N D H
A R
B O
R M
A
IN
T E
N A
N C
E F
Y L
U D
IN
G T
IO
N A
N D M
A N
IS
T E
E O
U T
E R
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
Detroit District of Engineers
US Army Corps
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
G R
SHEET OF
B
C O
E S R
E V
IE
W M
A R
O
C T
B
C O
E B
A C
K C
H E
C K
N
O V
G R
B
C O
E S R
E V
IE
W
B
C O
E B
A C
K C
H E
C K
D
E C
G R
G R
G
R J
A N
C E
R T
IF
IE
D F
IN
A L
G R
C
E R
T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D V
E R
T
IS
E F
E B
EXISTING BOTTOM
MATERIAL TO BE DREDGED
EXISTING BOTTOM
MATERIAL TO BE DREDGED
MANISTEE TYPICAL SECTION
LWD =577.5 FT
PAYMENT LIMIT
SIDE SLOPE
PAYMENT LIMIT
SIDE SLOPE
LWD =577.5 FT
LUDINGTON TYPICAL SECTION
TINKHAM RD.
J E
B A
V Y
R
9 10 11
BRYANT RD.
L&N R.R.
N
PROJECT MAP - LUDINGTON HARBOR, MICHIGAN
NTS
HARBOR
LUDINGTON 1
C H
E R
MANISTEE R.
15 14
C
X
.R
FILER TWP.
MERKEY RD.
N
PROJECT MAP - MANISTEE HARBOR, MICHIGAN
NTS
BREAKWALL
B R
E A
K W
A L
L
HARBOR
MANISTEE
ST. JOSEPH
AND HARBOR MAINTENANCE
OUTER MAINTENANCE DREDGING
FY16 LUDINGTON AND MANISTEE
MINNESOTA
DULUTH
WISCONSIN
GREEN BAY
IOWA
DAVENPORT
ILLINOIS
CHICAGO
LAKE
MICHIGAN
MICHIGAN
LAKE SUPERIOR
BO
UNDARY
INTERNATIO
NAL
CANADA
SOO
BAY
LAKE HURON
GEORGIAN
SAGINAW
MICHIGAN
PROJECT
LOCATIONS
DETROIT
FORT WAYNE
INDIANA OHIO
CLEVELAND
LAKE
ERI
E
U
IN
T E R
NATIO
NAL
B O
NDARY
SCALE OF MILES
50 75 1000
LOCATION MAP
US ARMY CORPS
OF ENGINEERS
DETROIT DISTRICT
LUDINGTON
MANISTEE
238,883.70
239,270.06
238,701.27238,701.27
238,719.22238,719.22
238,201.90
238,286.33
238,354.07
239,698.69
238,847.62
238,789.53
238,861.50
239,008.34
239,790.96
239,314.88
239,306.17
239,395.89
239,292.26
240,452.19
239,924.79
NORTH
X
19,131,345.31
EAST
19,132,946.6619,132,946.66
19,132,042.2519,132,042.25
19,131,244.35
19,132,571.86
19,131,873.29
19,130,653.57
19,131,460.48
19,132,689.18
19,131,412.81
19,131,272.08
19,132,983.78
19,131,443.97
19,131,317.59
19,131,176.86
19,130,669.56
19,131,925.71
19,132,114.24
19,130,237.06
8S8S
6S
CHANNEL LINE T.P.
7S7S
4S
5S
3S
1S
2S
6N
5N
8N
PT A
PT B
7N
4N
2N
3N
CHTP
1N
11N
Y
237,624.03
Y
237,861.65
238,199.30
238,444.02
238,603.16
237,717.28
238,685.58
238,728.33
237,686.20
238,701.27
239,008.34
NORTH
NORTH
238,636.69
238,903.06
X
X
19,135,536.28
19,135,346.18
19,135,268.47
19,135,059.21
19,134,733.17
19,134,419.38
19,135,631.32
19,133,737.41
19,135,300.68
19,132,946.66
19,132,983.78
EAST
EAST
19,135,225.44
19,133,021.42
CENTER LINE T.P.
14S
13S
12S
11S
10S
10N
9S
9N
8S
8N
2C
1C
CHANNEL LINE T.P.
T.P.
T.P.
CENTER LINE TURNING POINT CL 1
0 100 100 200FT
SCALE: 1''= 100'
REQUIRED DREDGE PLAN
LUDINGTON HARBOR
L.W.D.
OHWM
GI001
A
N
N
R
IP
R
A P
R
IP
R
A P
R
IP
R
A P
R
IP
R
A P
S O
U T
H
L U
D I
N G
T O
N
L A
K
M
C H I
G A
N
E 19,1 31,000
C O
N C R E T E
B R E
A K
W A T E R
C O
N C R E T E
B R E
A K
W A T E R
C
L
F
S
S
S
S
S
S
N
N
N
N
N
C
S
.1
W
C
S
CN-101
S
A AF
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In c r e a s e
P r o f it .S u b m it
V
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W M
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-B -0
E B
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B
D R
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G
IN
G T
O
.0 F
T B
E L
O W W
A T
E R L
W D
D O
W N
S T
R E
A M L
IM
IT
O
F R
E Q
U
IR
REQ'D DREDGING
NORTH LIMIT OF REQ'D DREDGING
SOUTH LIMIT OF
L U
D
IN
G T
O N H
A R
B O
R D
R E
D G
E P
L A
N -R
E Q
U
IR
E D
M A
IN
T E
N A
N C
E D
R E
D G
IN
G A
N D H
A R
B O
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A
IN
T E
N A
N C
E F
Y L
U D
IN
G T
IO
N A
N D M
A N
IS
T E
E O
U T
E R
MATCH LINE SHEET 3
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
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D E
S
IG
N E
D B
Y
D E
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N
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2 3
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4 5
A
B
M A
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A P
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D A
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F
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P L
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C A
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D A
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M A
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D E
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T
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N
C O
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R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
Detroit District of Engineers
US Army Corps
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
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C K
D B
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D E
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2 3
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A
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P L
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C A
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P L
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A T
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D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
G R
SHEET OF
B
C O
E S R
E V
IE
W M
A R
O
C T
B
C O
E B
A C
K C
H E
C K
N
O V
G R
B
C O
E S R
E V
IE
W
B
C O
E B
A C
K C
H E
C K
D
E C
G R
G R
G
R J
A N
C E
R T
IF
IE
D F
IN
A L
G R
C
E R
T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D V
E R
T
IS
E F
E B
ORDINARY HIGH WATER MARK
LOW WATER DATUM
CROSS SECTION C.S.
REQUIRED REQ,D
BENCH MARK B.M. X
TYPICAL (TYP)
HORIZONTAL CONTROL POINT 29
CHANNEL LINE TURNING POINT 2
SHORELINE
CENTER LINE
CHANNEL LINE
28.0 FT. DEPTH CONTOUR
29.0 FT. DEPTH CONTOUR
LEGEND FOR LUDINGTON HARBORS
AREA TO 28.0 FT. BELOW L.W.D.
REQUIRED MAINTENANCE DREDGING
CENTER LINE TURNING POINT CL 1
L.W.D.
OHWM
S
19,130,669.56
19,130,653.57
19,131,176.86
19,131,317.59
19,131,443.97
240,452.19
239,924.79
238,354.07
239,306.17
239,292.26
239,395.89
19,132,983.78
19,131,272.08
19,131,412.81
19,131,460.48
19,131,873.29
19,132,571.86
239,314.88
239,008.34
238,861.50
238,847.62
238,789.53
238,286.33
238,201.90
19,132,689.18
239,790.96
239,698.69
19,132,042.25
19,132,946.66
238,719.22
238,701.27
19,132,042.25
19,132,946.66
238,719.22
238,701.27
238,883.70
19,131,244.35 239,270.06
19,131,345.31
N
19,132,983.78
19,132,946.66
19,135,300.68
19,133,737.41
19,135,631.32
19,134,419.38
19,134,733.17
19,135,536.28 237,686.20
19,135,059.21
19,135,268.47
19,135,346.18
239,008.34
238,701.27
238,728.33
238,685.58
237,717.28
238,603.16
238,444.02
238,199.30
237,861.65
237,624.03
N
S
0 100 100 200FT
SCALE: 1''= 100'
R I P
R A
P
R
IP
R
A P
CONCRETE
RAMP
P I L I N
G S
RIP-RAP
SAND
DUNES
R I P
R A
P
H A
M L I
N
M A
R Q
U E
T T
E
N
,0
S
N
C
L
N
R
IP
R A
P
RIP-
RAP
RIP-RAP
WALL
P O
O L
SAND DUNES
SAND DUNES
R
IP
R A
P
R
IP
R A
P
R
IP
R A
P
R
IP
R A
P
R
IP
R A
P
P A
R K I N
G
P A
R K I N
G
P A
R K I N
G
P A
R K I N
G
P A
R K I N
G
LAKE SHORE DRIVE
U S
M
N
,0
E 19,134 ,000
E 19,133 ,000
N
,0
S
DREDGE PLAN (CON'T)
LUDINGTON HARBOR REQUIRED
CHTP EAST NORTH
X Y
1N
1S
2N
3N
4N
7N
19,130,237.06
19,132,114.24
CHANNEL LINE T.P.
11N
8N
2S
3S
4S
5S
6S
5N 19,131,925.71
6N
7S
8S
7S
8S
PT A
PT B
.9
E
W
.9
E
.8
W
CN-102
S
A AF
E
Y
Y
T
P S
C O
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G
IN
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D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
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P 'S
V a g in e e r
T R
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M
IC
H
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D
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U .S
A R
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P S O
F E
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IN
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X
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-F
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D E
T R
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IT
M
IC
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IG
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P S O
F E
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IN
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X
P
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S S
W M
W
X K -1
-B -0
E B
G R /E
B
NORTH DREDGE LIMIT SOUTH DREDGE LIMIT
D R
E D
G
IN
G T
O
.0
F T F
T B
E L
O W L
W D
U P
S T
R E
A M L
IM
IT
O
F R
E Q
U
IR
E D
L U
D
IN
G T
O N H
A R
B O
R D
R E
D G
E P
L A
N -R
E Q
U
IR
E D C
O N 'T
REQ'D DREDGING
SOUTH LIMIT OF
REQ'D DREDGING
NORTH LIMIT OF
M A
IN
T E
N A
N C
E D
R E
D G
IN
G A
N D H
A R
B O
R M
A
IN
T E
N A
N C
E F
Y L
U D
IN
G T
IO
N A
N D M
A N
IS
T E
E O
U T
E R
T.P. EAST NORTH
X Y
8N
8S
9N
9S
CHANNEL LINE T.P.
T.P. EAST NORTH
X Y
1C
2C
19,133,021.42
19,135,225.44
CENTER LINE T.P.
238,903.06
238,636.69
10N
10S
11S
12S
13S
14S
MATCH LINE SHEET 2
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
Detroit District of Engineers
US Army Corps
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
G R
SHEET OF
B
C O
E S R
E V
IE
W M
A R
O
C T
B
C O
E B
A C
K C
H E
C K
N
O V
G R
B
C O
E S R
E V
IE
W
B
C O
E B
A C
K C
H E
C K
D
E C
G R
G R
G
R J
A N
C E
R T
IF
IE
D F
IN
A L
G R
C
E R
T
IF
IE
D F
IN
A L R
E A
D Y T
O A
D V
E R
T
IS
E F
E B
ORDINARY HIGH WATER MARK
LOW WATER DATUM
CROSS SECTION C.S.
BENCH MARK B.M. X
REQUIRED REQ,D
TYPICAL (TYP)
HORIZONTAL CONTROL POINT 29
CHANNEL LINE TURNING POINT 2
SHORELINE
CENTER LINE
CHANNEL LINE
28.0 FT. DEPTH CONTOUR
29.0 FT. DEPTH CONTOUR
LEGEND FOR LUDINGTON HARBOR
AREA TO 28.0 FT. BELOW L.W.D.
REQUIRED MAINTENANCE DREDGING
238,883.70
239,270.06
238,701.27238,701.27
238,719.22238,719.22
238,201.90
238,286.33
238,354.07
239,698.69
238,847.62
238,789.53
238,861.50
239,008.34
239,790.96
239,314.88
239,306.17
239,395.89
239,292.26
240,452.19
239,924.79
NORTH
X
19,131,345.31
EAST
19,132,946.6619,132,946.66
19,132,042.2519,132,042.25
19,131,244.35
19,132,571.86
19,131,873.29
19,130,653.57
19,131,460.48
19,132,689.18
19,131,412.81
19,131,272.08
19,132,983.78
19,131,443.97
19,131,317.59
19,131,176.86
19,130,669.56
19,131,925.71
19,132,114.24
19,130,237.06
8S8S
6S
CHANNEL LINE T.P.
7S7S
4S
5S
3S
1S
2S
6N
5N
8N
PT A
PT B
7N
4N
2N
3N
CHTP
1N
11N
Y
237,624.03
Y
237,861.65
238,199.30
238,444.02
238,603.16
237,717.28
238,685.58
238,728.33
237,686.20
238,701.27
239,008.34
NORTH
NORTH
238,636.69
238,903.06
X
X
19,135,536.28
19,135,346.18
19,135,268.47
19,135,059.21
19,134,733.17
19,134,419.38
19,135,631.32
19,133,737.41
19,135,300.68
19,132,946.66
19,132,983.78
EAST
EAST
19,135,225.44
19,133,021.42
CENTER LINE T.P.
14S
13S
12S
11S
10S
10N
9S
9N
8S
8N
2C
1C
CHANNEL LINE T.P.
T.P.
T.P.
CENTER LINE TURNING POINT CL 1
N
N
0 100 100 200FT
SCALE: 1''= 100'
R
IP
R
A P
R
IP
R
A P
R
IP
R
A P
R
IP
R
A P
S O
U T
H
L U
D I
N G
T O
N
L A
K
M
C H I
G A
N
E 19,1 31,000
C O
N C R E T E
B R E
A K
W A T E R
C O
N C R E T E
B R E
A K
W A T E R
C
L
F
S
S
S
S
S
S
N
N
N
N
N
W
W
DREDGE PLAN
LUDINGTON HARBOR OPTIONS 1 - 3
(30 FT AND 31 FT)
OPTION 1 AT INVTERVALS OF ONE FOOT IN DEPTH
NOTE: OPIONS 2 AND 3 COMPRISE THE SAME AREA AS
OPTIONS DREDGING
NORTH LIMIT OF
OPTIONS DREDGING
SOUTH LIMIT OF
C
S
W
CN-103
S
A AF
E
Y
Y
T
P S
C
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