ATTACHMENT C PLANS.pdf

PDF 9 MB Posted Feb 15, 2011

Attached to: INDIANA HARBOR & CANAL CDF, EAST CHICAGO, INDIANA, FACILITY OPERATIONS AND SUPPORT SERVICES (INCLUDES DREDGING ACTIVITIES)
Solicitation number: W912P611R0008
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

About this file

From the source

ATTACHMENT C - PLANS

View the file

Other files

File	Type	Posted
IHC-Industry Meeting Attendance 02-23-11.pdf	PDF	Feb 25, 2011
HAND OUT - PROJECT SUMMARY.pdf	PDF	Feb 17, 2011
ATTACHMENT B Work Place Safety.pdf	PDF	Feb 15, 2011
ATTACHMENT A Quality Assurance Surveillance Plan.pdf	PDF	Feb 15, 2011
DRAFT RFP W912P611R0008 IHC CDF FAC OPS SPT SVCS.pdf	PDF	Feb 15, 2011

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

H A R T

C H

CAL-SAG

LITTLE

CAL R

GRAND CAL R.

CALUMET

RIVER

D E

D U

P A

G E

A G O

S A

CANA

F O

R K

F O

R K

S A

L T

C R

E E

F O

R I V

E R

D E

S P

L A I N

E S

W E

S T

E A

S T

F O

R K

KANKAKE

CROWN POINT

VALPARAISO

MICHIGAN

CITY

JOLIET GARY

WAUKEGAN HARBOR

S K

O K

S K

O K

C H

A G

WISC

ILL.

T R

BOUNDARY

E L

IND

MICHMICH

INDIANA

HARBOR

CALUMET

HARBOR

CHICAGO HARBOR

CHICAGO RIVER

NORTH BRANCH

CHICAGO RIVER

WHEATON

LAKELAKE

DUPAGE

McHENRY

KANE

WILL

LAKE PORTER

LA PORTE

LAKE

MICHIGANN

B R

C H I C

A G

C H I C

A G

W . F

N . B

HARBOR

MICHIGAN CITY

N N

N.T.S.

VICINITY MAP

N.T.S.

LOCATION MAP

INDEX OF DRAWINGS

E-03 MISCELLANEOUS ELECTRICAL DETAILS

E-02 AIR MONITORING STATION ELECTRICAL ROUTING PLAN

E-01 AIR MONITORING STATION ELECTRICAL ROUTING PLAN

C-17 EXTRACTION WELL DETAILS

C-16 LIFT STATION & VALVE VAULT DETAILS

C-15 DIKE MONITORING WELL & ULTRASONIC LEVEL SENSOR DETAILS

C-14 DECANT STRUCTURE DETAILS

C-13 DECANT STRUCTURE PLAN & ELEVATION VIEWS

C-12 TSCA DREDGING CROSS-SECTIONS NORTH AREA

C-11 TSCA DREDGING CROSS-SECTIONS SOUTH AREA

C-10 INDIANA HARBOR DREDGING AREA 10

C-09 INDIANA HARBOR DREDGING AREA 9

C-08 INDIANA HARBOR DREDGING AREA 8

C-07 INDIANA HARBOR DREDGING AREA 7

C-06 INDIANA HARBOR DREDGING AREA 6

C-05 INDIANA HARBOR DREDGING AREA 5

C-04 INDIANA HARBOR DREDGING AREA 4

C-03 INDIANA HARBOR DREDGING AREA 3

C-02 INDIANA HARBOR DREDGING AREA 2

C-01 INDIANA HARBOR DREDGING AREA 1

G-04 OVERALL CDF SITE PLAN

G-03 OVERALL DREDGE AREA MAP & DREDGE VOLUMES

G-02 GENERAL NOTES, SYMBOLS & ABBREVIATIONS

COVER SHEETG-01

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps a u t o t im e

Chicago District

C H

A G

O D

T R

C H

A G

O Y P

G -0

.d g n c w o rk in g \d m s \I

H F

O Y P

G -0

.d g n

SHEET OF

fiof Engineers

US Army Corps of Engineers

US Army Corps

Chicago District

PROJECT MANAGER

CHIEF, DESIGN BRANCH

DATE

DATEDATE

ALL DRAWINGS IN THIS SET.

INDICATE OFFICIAL RECOMMENDATION OF

REQUIRED BY ER 1110-1-8152. SIGNATURES

THE SCOPE OF THEIR EMPLOYMENT AS

ON THESE PROJECT DOCUMENTS WITHIN

TION DESIGNATIONS OF INDIVIDUALS APPEAR

INITIALS OR SIGNATURES AND REGISTRA-

CHICAGO DISTRICT CORPS OF ENGINEERS. THE

THIS PROJECT WAS DESIGNED BY THE

DRAWINGS CONTAINED IN THE SHEET INDEX.

RECOMMENDATION AND APPROVAL FOR ALL

SIGNATURE AFFIXED BELOW INDICATE OFFICAL

REVIEWED BY:

APPROVED BY:

APPROVAL RECOMMENDED BY:

G-01

C O

V E

R S

H E

E T

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O R

T H C

A N

A L S

T R

E E

C H

A G

G A

D G

A J

A G

D a m ia n G

A ll e n

A S S

H O

W N

ATR TEAM LEADER

EAST CHICAGO, INDIANA

O Y P

DREDGING AND FACILITY OPERATION

CONFINED DISPOSAL FACILITY

INDIANA HARBOR AND CANAL

D R

E D

G A

N D F

A C

Y O

P E

R A

N C

O N

E D D

P O

S A

L F

A C

N A H

A R

B O

R A

N D C

A N

A L

INDUSTRY MEETING SET

FEBRUARY 23, 2011

FIRE HYDRANT

CULVERT

LOCATED OBJECT

732.3 SPOT ELEVATION

MONUMENT

ELECTRIC MANHOLE

STANDARD ABBREVIATIONS

MW-XX

EW-XX

MH-XX

STANDARD SYMBOLS

GROUND/FINISHED GRADE

AERIAL PHOTOS FLOWN ON AUGUST 1, 2007 BY AERO-METRIC.

5. PLANIMETRIC FEATURES WERE DEVELOPED BY STERO-PHOTOGRAMMETRIC METHODS FROM

LIABILITY TO OSI.

FOR WHICH IT WAS ACQUIRED SHALL BE AT THE SOLE RISK OF THE USER AND WITHOUT

OF THIS INFORMATION BY CLIENT OR OTHERS BEYOND THE SPECIFIC SCOPE OF WORK

BE CONSIDERED AS INDICATING THE CONDITIONS EXISTING AT THAT TIME. RE-USE

PERFORMED BY OCEAN SURVEYS, INC. ON JULY 20-31, 2008 AND CAN ONLY

4. THE INFORMATION PRESENTED ON THESE DRAWINGS REPRESENT THE RESULTS OF A SURVEY

SURVEY PROCESSING SOFTWARE: MULTIBEAM EDITOR VERSION 2008

SURVEY ACQUISITION SOFTWARE: HYPACK VERSION 4.3

NAVIGATION SYSTEM: APPLANIX POS MV IN REAL TIME KINEMATICS MODE

MULTIBEAM ECHOSOUNDER: RESON SEABAT 8125

SURVEY VESSEL: R/V ABLE

3. THE SURVEY SHOWN WAS BY OCEAN SURVEYS, INC. USING THE FOLLOWING:

ZONE IN U.S. SURVEY FEET AND ARE BASED ON THE NORTH AMERICAN DATUM OF 1983(97).

2. COORDINATES ARE REFERRED TO THE INDIANA STATE PLANE COORDINATE SYSTEM, WEST

IN THE CENTER OF THE BIN.

1 FT BY 1 FT BINNED DATA WITH THE AVERAGE DEPTH WITHIN EACH BIN POSTED

INTERNATIONAL GREAT LAKES DATUM (IGLD 1985). DEPTHS WERE DEVELOPED FROM

CORRECTOR FACTOR OF 0.34 FT ABOVE THE REFERENCE PLANE AT RIMOUSKY QUEBEC,

FOR LAKE MICHIGAN WHICH HAS AN ELEVATION OF 577.5 FT PLUS A HYDRAULIC

1. ALL DEPTHS ARE IN FEET AND ARE REFERENCED TO LOW WATER DATUM (LWD)

GENERAL NOTES FOR SHEETS C-01 THRU C-10 ONLY:

EXISTING GRADIENT SYSTEM MANHOLE

EXISTING GRADIENT SYSTEM EXTRACTION WELL

EXISTING GRADIENT SYSTEM MONITORING WELL

BY USACE DATED JUNE 30, 2010.

REFERENCED FROM THE SOUTH END FEATURES CONTRACT SET OF DRAWINGS PREPARED

8. DIKE ALIGNMENT AND OTHER STRUCTURES SHOWN ARE DESIGN FILES

SEPTEMBER 15, 2008, U.S. ARMY CORPS OF ENGINEERS.

"SAFETY AND HEALTH REQUIREMENTS MANUAL", REVISED

7. ALL WORK SHALL BE IN ACCORDANCE WITH EM-385-1-1,

LIMITS EXCEPT SURVEY WORK REQUIRED IN NOTE 5.

6. THE CONTRACTOR SHALL PERFORM ALL WORK WITHINTHE SPECIFIED WORK

PROJECT SITE.

AND VERTICALLY TIED AND ADJUSTED TO NGS MONUMENTS LOCATED WITHIN 5 MILES OF THE

VERTICAL DATUM OF 1988 (NAVD88) U.S. FEET. THEY SHALL ALSO BE HORIZONTALLY

NORTH AMERICAN DATUM OF 1983 (NAD83) AND ALSO, RE-SURVEYED IN THE NORTH AMERICAN

SHALL BE RE-SURVEYED IN THE INDIANA STATE PLANE COORDINATE SYSTEM, WEST ZONE,

5. THE POSITIONS OF THE EXISTING CONTROL POINTS HS/BM-IND-15 AND HS/BM-IND-16

AND VERIFIED WITH FIELD SURVEYS PERFORMED ON 11/06/2009.

THIS PROJECT SITE. THIS CONVERSION IS BASED ON THE PROGRAM "CORPSON"

NGVD29 TO NAVD88, NGVD29 MINUS 0.35 OF A FOOT EQUALS NAVD88 FOR

THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), U.S. FEET. TO CONVERT FROM

DATUM OF 1929 (NGVD29), U.S. FEET. FUTURE USE OF THIS DRAWING SHOULD BE BASED ON

4. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NATIONAL GEODETIC VERTICAL

COST ACCORDINGLY IN THE BID.

THE EXISTING CONDITIONS AT THE TIME OF BIDDING, AND INCLUDE

FROM THOSE SHOWN. THE CONTRACTOR SHALL TAKE ALL NECESSARY ACTIONS TO ASSESS

THAT TIME. EXISTING CONDITIONS DURING CONSTRUCTION MAY VARY AND DIFFER

BY AERO-METRIC ENGINEERING, INC. AND REPRESENTS CONDITIONS EXISTING AT

3. THE SURVEY CONDITIONS SHOWN ARE FROM AN OCTOBER 1994 SURVEY PERFORMED

VERTICAL DATUM OF 1929 (NGVD29) U.S. FEET.

2. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NATIONAL GEODETIC

DATUM OF 1927 (NAD27) U.S. FEET.

STATE PLANE COORDINATE SYSTEM, WEST ZONE, NORTH AMERICAN

1. ALL COORDINATES SHOWN ARE REFERENCED TO THE INDIANA

GENERAL NOTES FOR SHEET G-04 ONLY:

EXISTING SIGN

EXISTING VALVE VAULT

EXISTING CATCH BASIN

EXISTING WATER MAIN

EXISTING FORCE MAIN

EXISTING SLURRY WALL

OVERHEAD POWERLINES

WORK LIMITS

RAILROAD LINE

MANHOLE

TRAFFIC SIGNAL

FENCE LINE

CONTROL POINT

LIGHT POLE

POLE

USACE

TYPICAL

STA

NTS

NGVD

EX.

DWG

DIA.

VERTICAL

VALVE VAULT

U.S. ARMY CORPS OF ENGINEERS

TYPICAL

TYPE

STATION

SOUTH

NOT TO SCALE

NATIONAL GEODETIC VERTICLE DATUM

MONITORING WELL

INVERT ELEVATION

HORIZONTAL

EXISTING

DRAWING

DIAMETER

CENTERLINE

BENCH MARK

AIR MONITORING STATION PAD

MW-#C

MW-#T

EXISTING MONITORING WELL AT DIKE CREST

EXISTING MONITORING WELL AT DIKE TOE

G-02

B B

R E

N S

G E

N E

R A

L N

O T

E S S

Y M

B O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps a u t o t im e

Chicago District

C H

A G

O D

T R

C H

A G

O Y P

G -0

.d g n c w o rk in g \d m s \I

H F

O Y P

G -0

.d g n

SHEET OF

A S S

H O

W N

D a m ia n G

A ll e n

J A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O R

T H C

A N

A L S

T R

E E

C H

A G

D G

O Y P

D R

E D

G A

N D F

A C

Y O

P E

R A

N C

O N

E D D

P O

S A

L F

A C

N A H

A R

B O

R A

N D C

A N

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps auto_time

Chicago District

C H

A G

O D

T R

C H

A G

O Y P

G -0

.d g n c w o rk in g \d m s \I

H F

O Y P

G -0

.d g

A S S

H O

W N

D a m ia n G

A ll e n

J A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O R

T H C

A N

A L S

T R

E E

C H

A G

D G

O Y P

D R

E D

G A

N D F

A C

Y O

P E

R A

N C

O N

E D D

P O

S A

L F

A C

N A H

A R

B O

R A

N D C

A N

A L

TANK

CONC

TANK

TANK TANK

CONC

TANK

CONC

TANK

CONC

TANK

CONC

PILE

CONC

TANK

TANKTANK

TANK

CONC

CONCCONC

CONC

TANK

PILE

CONC CONCCONC

CONC

TANK

PILE

ASPH

TANK

CONC

TANK

PILE

BRUSH

PILE

CONC

PILE

CONC

PILE

TANK

CONC

TANK

PILE

N A

B O R

TANK

TANK TANK

TANK

TANKTANK

TANK

TANKTANK

TANK

PILE

TANK

LEVEE

UNPAVED

PARKING

TANK

PARKING

STORAGE

COLUMBUS DRIVE

B O

N A

B O R

R B

O R

TANK

U/C

U .S

R O

STATE ROUTE 912

PARKING

ASPH

PARKING

Y -Y

V .2

S T A

H S B

V .9

S T A

C A

N A L

S T R E E T

C L

V E N

U E

R E A C

H -2

V .0

S T A

V 1.

S T A

H S B

R E A C

H -2

R E A C

H -2

X -X

V .1

S T A

X 5R

E A C

H -2

R E A C

H -2

V .8

S T A

H S B

V .5

S T A

H S B

V .4

S T A

E L E

T A

D R

E D

T E

N A

B O R

P L

A C

E M

E A

R B

O R

N A

B O R

X -7

W E

E D

W E

E D

REACH 2 (-28’)

REACH 1 (-29’)

REACH

2 ( -28

REACH

3 ( -28

EAC

N A

B O R

N A

B O R

R E A C

H -2

R E A C

H -2

R E

A C

(-2

R E

A C

(-2

REACH 13 (-22’)

REACH 11 (-22’)

R E A C

H -2

R E A C

H -2

R E A C

H -2

R E A C

H -2

R E A C

H -2

R E A C

H -2

R E A C

H -2

COLUMBUS DRIVE

PROJECT KEY MAP

1 INCH = 1,250 FEET

0 1250 2500

EXISTING BOTTOM

+2 FT. ALLOWABLE OVERDREDGE

TOE TOE

(VARIABLE DREDGING WIDTH)

P E

V :3

AREA TO BE DREDGED

NTS

TYPICAL DREDGE & OVERDREDGE CROSS-SECTION

(SEE REACH DEPTHS C-01 THRU C-10)

REQUIRED DREDGING DEPTH

COORDINATES OF CENTERLINE STATIONS

STATION EAST (X) NORTH (Y)

G-03

R E

D G

E V

O L

U M

E S

O V

E R

A L L D

R E

D G

E A

R E

A M

A P

C-01

C-02

C-03

C-04

C-05

C-06

C-07

C-08

C-09

C-10 a a b b b c

0+00.00 2,853,771.99 2,345,816.83

47+58.42 2,854,999.87 2,341,219.57

55+53.84 2,855,423.27 2,340,546.21

78+41.70 2,854,694.16 2,338,377.63

116+25.23 2,851,959.24 2,335,763.18

130+26.53 2,850,939.22 2,334,802.34

142+70.52 2,850,030.27 2,333,953.04

177+25.24 2,847,518.65 2,331,580.94

188+37.17 2,846,707.37 2,330,820.54

225+99.69 2,842,945.51 2,330,891.05

214+46.00(S) 2,846,705.87 2,329,551.79 a b c d d d d a a b b b c

TOTALTSCA AREA DREDGE TO -22 FT. OVERDREDGE TO -24 FT.

CAP TO -25.5 FT.

DREDGE

TSCA DREDGING VOLUME ESTIMATE

13,505

1,9751,175

52,26537,530TOTAL

270 950

18,535

2,080 12,880

2,530 17,92513,365

9,100

2,785 2,245

2,030

1,700

1 (REACH 13)

2 (REACH 13)

3 (REACH 13)

4 (REACH 6)

5 (REACH 7)

8,120 6,615

- SEE SHEETS C-11 & C-12 FOR TSCA DREDGE CROSS-SECTION

- SEE SHEETS C-07 & C-09 FOR TSCA SEDIMENT LOCATION

- SEE SHEETS C-01 THRU C-10

TSCA SEDIMENT

THE 2004 SURVEY.

THE ESTIMATED VOLUME WAS CARRIED OVER FROM

REACH 12 WAS UNABLE TO BE SURVEYED IN 2008.

OF THE FEDERAL CHANNEL ONLY.

INTERESTED IN THE DOCK FACES ON THE SOUTHEAST SIDE

IS PLANNED TO BE DREDGED AS THE PROPERTY OWNER IS

HALF OF THE TOTAL NON-FEDERAL VOLUME FOR THIS REACH

SHOWN ON SHEET C-04.

90,000 CY INCLUDES YEAR 6 NON-FED DREDGE AREA

OF REACHES 3 & 4. YEAR 1 NON-FED VOLUME OF

ARCELORMITTAL’S AREA OF INTEREST ON THE EAST SIDE

OF 165,000 CY OF BACKLOG SEDIMENT VOLUME IN

THE 2009 OA SYSTEMS CORPS. PLANS ESTIMATED A TOTAL

NOTES:

164+24.81 2,848,464.08 2,332,473.85

V .2

S T A

H S B

V .9

S T A

H S B

E L E

T A

S T

H A

E L E

T A

H S

B M

E L E

T A

H A

E L E

T A

E L E

T A

H S

B M

W.E.

582.0

W.E.

582.6

W.E.

586.4

W.E.

589.7

MW-5T

A M

AMAM

MW-6T

MW-6C

MW-5C

MW-4C

MW-4T

MW-7T

MW-7C

MW-1C

MW-1T

MW-2C

MW-2T MW-3T

MW-3C

AIR MONITORING STATION LOCATIONS

DIKE STATIONING

AM #8

AM #7

AM #6

AM #5

AM #4

AM #3

AM #2

AM #1

88+00

78+50

71+00

58+50

47+00

37+50

30+00

15+50

AIR MONITOR #

B U I

L D I

N G

O P

E R

A T I

O N

F A

C I

L I

M W

LS-2

EW-01A

MW-01A

MW-01B

EW-01C EW-01B EW-22DEW-01DEW-02A

MW-02A

MW-02B

EW-02C EW-02BEW-02DEW-03A

MW-03A

MW-03B

EW-03C EW-03BEW-03DEW-04A

MW-04A

MW-04B

EW-04C EW-04BEW-04DEW-05A

MW-05A

MW-05B

EW-05C EW-05BEW-05D

EW-08A

EW-08B

E W

M W

E W

D E

B E

MH-1

LS-1

MH-2MH-3MH-4MH-5

MH-7

MH-8

M H

MH-20

M H

VV-1

VV-2

31+0

32+00

33+00

34+00

35+00

36+00

38+00

39+00

40+00

41+00

42+00

44+00

45+00

46+00

1+0

71+00

72+00

73+00

74+00

76+00

77+00

78+00

79+00

80+00

81+00

82+00

83+00

84+00

85+00

86+00

87+00

43+00

75+00

37+00

G A

R A

G E

E W

M W

EW-06A

MW-06A

MW-06B

EW-06C EW-06BEW-06D

MW-07A

MW-07B

EW-07C EW-07BEW-07D

E W

M W

EW-07A

E W

M W

E W

EW-13C

MW-13A

EW-13D

MW-13B

EW-14A MW-14A EW-14CEW-14B EW-14D

MW-14B

EW-15A

MW-15A EW-15CEW-15B EW-15D

MW-15B

EW-16A

MW-16A EW-16CEW-16B EW-16D

MW-16B

EW-17DEW-17CMW-17AEW-17B

MW-17B

EW-17A

EW-18C

MW-18AEW-18B

MW-18B

EW-18A

E W

D E

M W

E W

B E

E W

B E

E W

B E

MH-6

M H

MH-16 MH-17 MH-18 MH-19

E B

O V

E R

A L L C

D F S

E P

L A

G-04

C L I

INDIANAPOLIS BLVD.

R I

L A

O R

N A

CDF SITE PLAN

SCALE: 1" = 140’-0"

070’140’ 140’

SCALE: 1’’= 140’-0"

ROAD

GRAVEL ACCESS

PARKING LOT

VISITOR

BLDG./GARAGE

FACILITY

PLANT PAD

TREATMENT

STATION

DECON

PAD

STORAGE

PAD

DEBRIS

PAD

CRANE

DOCK

FLOATING

DITCH

DRAINAGE

SLURRY WALL

PERIMETER

HOUSE

CONTROL

GRADIENT

STRUCTURE

DECANT

STRUCTURE

DECANT

PAD

CRANE

DIKE

INTERIOR

DIKE

EXTERIOR

ROAD

RING

SITE

ROAD

DIKE ACCESS

PAD

TURNAROUND

PAD

TURNAROUND

STATION (TYP)

AIR MONITOR

WELL

EXTRACTION

GRADIENT

WELL

MONITOR

GRADIENT

MANHOLE

GRADIENT

WALL

SHEET PILE

CANAL

(TYP)

HYDRANT

VAULT

VALVE

SECURITY FENCE

PERIMETER

SITE

GATE

ENTRANCE

CANTILEVER

CELL

EAST

CELL

WEST

TOP OF DIKE

RAMP TO

TOP OF DIKE

RAMP TO

TANK

SANITARY

UNDERGROUND

TURNAROUNDS

TRUCK

WELL (TYP)

MONITORING

DIKE

PIPE

COLLECTOR

12" GRADIENT

PIPE

DISCHARGE

8" FORCE MAIN

LIFT STATION

PIPE

DISCHARGE

8" FORCE MAIN

LIFT STATION

IN MH

AIR VALVE

IN MH

AIR VALVE

LIFT STATION #2

LIFT STATION #1

POINT (TYP)

WORK LIMIT

VALVE VAULT

FORCE MAIN

VALVE VAULT

FORCE MAIN

8" FORCE MAIN

WWTP

CONNECTION TO

8" BLIND FLANGE

OIL BOOM

INSTALL/MAINTAIN

OIL BOOM

INSTALL/MAINTAIN

CELL ONLY.

6. TSCA MATERIAL TO BE PLACED IN THE EAST

SHEET C-17.

5. SEE GRADIENT EXTRACTION & MONITORING WELLS

4. SEE DECANT STRUCTURE DETAILS SHEET C-13.

3. SEE DIKE MONITORING WELLS SHEET C-15.

VAULT DETAILS SHEET C-16.

2. SEE LIFT STATION & FORCE MAIN VALVE

SHEET C-16.

1. SEE BLIND FLANGE CONNECTION DETAIL

NOTES:

M W

E W

D E

C M

E W

C M

E W

C M

M W

WL05

HS/BM-IND-15

HS/BM-IND-16

WL12WL01

WL02

WL07WL06

WL08

WL10

WL09

WL03

WL04

WL11

WL08A

WL08B

WL08C

L1060

L1059

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps auto_time

Chicago District

C H

A G

O D

T R

C H

A G

O Y P

G -0

.d g n c w o rk in g \d m s \I

H F

O Y P

G -0

.d g

A S S

H O

W N

D a m ia n G

A ll e n

J A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O R

T H C

A N

A L S

T R

E E

C H

A G

D G

O Y P

D R

E D

G A

N D F

A C

Y O

P E

R A

N C

O N

E D D

P O

S A

L F

A C

N A H

A R

B O

R A

N D C

A N

A L

17 17

P A

R K

P A

R K

P A

R K

P A

R K

W P

A R

N D

A T

E D

N D

A T

E D

N D

A T

E D

N D

A T

E D

N D

A T

E D

S .T .H

BOULEVARD

W W

B.O. & C.T. RR.

INDIANAPOLISBOULEVARD

O .S

O .S . O .S

O .S

P A

R K

P A

R K

BOULEVARD

L A

O R

N A

B.O. & C.T. RR.

-29’

L A K E M I C H I G A N

LIMITS OF FEDERAL PROJECT CHANNEL (TOE)LIMITS OF FEDERAL PROJECT CHANNEL (TOE)

100’

160’

LIMITS OF FEDERAL PROJECT CHANNEL (TOE)

E 2,853,500

E 2,854,000

E 2,854,500

E 2,855,000

1 INCH = 100 FEET

0 100 20050

C-01

D R

E D

G A

R E

N A H

A R

B O

CENTERLINE

LEGEND

YEAR 4 NON-FEDERAL DREDGE AREA

S E

E S

H E

E T C -0

O R C

O N

U A

ON SHEET G-03.

LINE NOT SHOWN. SEE CROSS-SECTION

OF THE DREDGING BOUNDARY. OVERDREDGE

1. HATCHED DREDGE AREA SHOWN IS THE TOE

NOTES:

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps aut o_ tim e

Chicago District

C H

A G

O D

T R

C H

A G

O Y P

C -0

.d g n c w o rk in g \d m s \I

H F

O Y P

C -0

.d g

A S S

H O

W N

D a m ia n G

A ll e n

J A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O R

T H C

A N

A L S

T R

E E

C H

A G

D G

O Y P

D R

E D

G A

N D F

A C

Y O

P E

R A

N C

O N

E D D

P O

S A

L F

A C

N A H

A R

B O

R A

N D C

A N

A L

ELEV. 583.82

STA. HS/BM-IND-2

ELEV. 588.06

STA. 80-1

1.4 1.6 2.23.1 3.43.95.2 5.3

5.5 5.7

5.7

6.0 6.0

6.4

6.4 6.5

7.3 7.4

7.4

7.8

7.8 8.0 8.2

8.3

9.0

9.1

9.3 9.3

9.3 9.7

9.8

9.9

10.3 10.5

10.5

10.8

11.1 11.1

11.1 11.1 11.5

11.5 11.7

11.7

12.0 12.0

12.2 12.3

12.4

12.5

12.8 12.9

13.1 13.5 13.5

13.5 13.6

13.7

13.7 13.8 13.9

14.1 14.1 14.3

14.5

14.8 14.9 16.0

16.1

16.4

16.7

16.8 17.1

17.3

17.4 17.4

18.9

19.2 19.2 19.8

20.0 20.2

20.4 20.5

20.5

20.6

20.9 21.1 21.3

21.3

21.8 21.9

22.1

22.1 22.2 22.3 23.4

23.6

23.7 23.8

23.9

24.0 24.1

24.3 24.5

24.8

25.3

25.4 25.4

25.5

25.6 25.8

26.0 26.1

26.1

26.2 26.3 26.5

26.5

26.6 26.7

26.8

26.9

26.9 27.0 27.1

27.2 27.2 27.2 27.2

27.2

27.3 27.3

27.3

27.4

27.4 27.4 27.4 27.4

27.4 27.4

27.4

27.5 27.5 27.5

27.5 27.5

27.5

27.6

27.6 27.6

27.6 27.6 27.6

27.6

27.6 27.6

27.6

27.7

27.7 27.7

27.7

27.8 27.8

27.8

27.8 27.8

27.8

27.9

27.9 27.9

27.9

27.9 27.9

27.9

28.0

28.0 28.0

28.0

28.0 28.0

28.0

28.0 28.0

28.0

28.1 28.1

28.1

28.1 28.1 28.1

28.1 28.1

28.1

28.1 28.1

28.1

28.1 28.1

28.1

28.2

28.2 28.2

28.2

28.2 28.2

28.2 28.2 28.2

28.2

28.2 28.2

28.2

28.3

28.3 28.3

28.3

28.3 28.3

28.3

28.3 28.3

28.3

28.3 28.3

28.4

28.4 28.4

28.4

28.4 28.4

28.4

28.4 28.4

28.4 28.4 28.4 28.4

28.4

28.4 28.4

28.4 28.4 28.4

28.4

28.5

28.5 28.5

28.5

28.5 28.5

28.5 28.5 28.5 28.5

28.5

28.5 28.5

28.5

28.5 28.5

28.6 28.6

28.6

28.6 28.6

28.6

28.6 28.6

28.7

28.7 28.7

28.7

28.7 28.7

28.7

28.7 28.7

28.7

28.8

28.8 28.8

28.8

28.8 28.8

28.8

28.8 28.8 28.8

28.8 28.8

28.8

28.8 28.8

28.8

28.8 28.8

28.8

28.9

28.9 28.9 28.9

28.9

28.9 28.9

28.9

28.9 28.9

28.9 28.9 28.9

28.9

28.9 28.9 28.9

28.9

28.9 28.9

28.9

28.9 28.9

28.9 28.9 28.9

29.0 29.0 29.0

29.0

29.0 29.0

29.0

29.0 29.0

29.0

29.0 29.0

29.0 29.0 29.0

29.0 29.0

29.1

29.1 29.1

29.1

29.1 29.1

29.1

29.1 29.1

29.1

29.1 29.1

29.1

29.1 29.1 29.1 29.1 29.1

29.1 29.1 29.1 29.1

29.2

29.2 29.2

29.2 29.2 29.2

29.2

29.2 29.2

29.2 29.2 29.2 29.2 29.2

29.2 29.2

29.2 29.2 29.2 29.2 29.2

29.2

29.2 29.2

29.2

29.2 29.2

29.2

29.3

29.3 29.3

29.3

29.3 29.3

29.3

29.3 29.3

29.3

29.3 29.3

29.3

29.3 29.3 29.3

29.3

29.3 29.3

29.3 29.3 29.3 29.3

29.4 29.4

29.4

29.4 29.4

29.4

29.4 29.4

29.4

29.4 29.4

29.4

29.4 29.4

29.4

29.4 29.4 29.4

29.4

29.4 29.4

29.4

29.4 29.4

29.4

29.4 29.4

29.4

29.5

29.5 29.5

29.5

29.5 29.5

29.5

29.5 29.5 29.5 29.5

29.5

29.5 29.5

29.5

29.5 29.5 29.5

29.5

29.6

29.6 29.6

29.6

29.6 29.6

29.6

29.6 29.6 29.6

29.6 29.6 29.6 29.6

29.6 29.6 29.6

29.6

29.6 29.6

29.6

29.6 29.6

29.6

29.6 29.6 29.6

29.6 29.6

29.6

29.6 29.6

29.6

29.7

29.7 29.7

29.7 29.7 29.7 29.7

29.7

29.7 29.7

29.7

29.7 29.7

29.7

29.7 29.7

29.8 29.8

29.8

29.8 29.8

29.8

29.8 29.8 29.8

29.8 29.8

29.8

29.8 29.8 29.8

29.8

29.8 29.8

29.8

29.8 29.8

29.8

29.8 29.8 29.8

29.8

29.9 29.9

29.9

29.9 29.9

29.9

29.9 29.9

29.9

29.9 29.9 29.9 29.9 29.9

29.9 29.9 29.9

29.9 29.9 29.9 29.9 29.9 29.9 29.9

29.9

29.9 29.9

29.9

29.9 29.9

29.9

30.0

30.0 30.0

30.0

30.0 30.0

30.0

30.0 30.0 30.0 30.0 30.0

30.0 30.0

30.0 30.0 30.0

30.0

30.0 30.0 30.0

30.0

30.1 30.1

30.1

30.1 30.1 30.1

30.1 30.1 30.1 30.1

30.1

30.1 30.1

30.1

30.1 30.1

30.1

30.1 30.1 30.1 30.1

30.1

30.1 30.1

30.1

30.1 30.1

30.1

30.2

30.2 30.2 30.2

30.2

30.2 30.2

30.2

30.2 30.2 30.2

30.2

30.2 30.2 30.2

30.2 30.2 30.2 30.2 30.2

30.2

30.2 30.2 30.2 30.2 30.2 30.2

30.2

30.2 30.2

30.2

30.2 30.2

30.3

30.3 30.3 30.3

30.3

30.3 30.3 30.3 30.3

30.3 30.3

30.3

30.3 30.3 30.3 30.3

30.3 30.3

30.3

30.3 30.3

30.3

30.3 30.3

30.4

30.4 30.4

30.4

30.4 30.4 30.4 30.4 30.4 30.4

30.4 30.4 30.4 30.4 30.4

30.4

30.4 30.4 30.4 30.4

30.4

30.4 30.4

30.4

30.4 30.4

30.4

30.4 30.4

30.4

30.4 30.4

30.4

30.5 30.5 30.5

30.5

30.5 30.5

30.5

30.5 30.5

30.5

30.5 30.5 30.5

30.5

30.5 30.5

30.5

30.5 30.5

30.5

30.5 30.5

30.5

30.5 30.5

30.5

30.5 30.5

30.5

30.5 30.5

30.5

30.6 30.6

30.6

30.6 30.6

30.6 30.6 30.6

30.6

30.6 30.6

30.6

30.6 30.6 30.6

30.6

30.6 30.6 30.6

30.6

30.6 30.6

30.6

30.6 30.6

30.7

30.7 30.7

30.7

30.7 30.7 30.7

30.7

30.7 30.7

30.7

30.7 30.7 30.7

30.7 30.7

30.7

30.7 30.7 30.7

30.7

30.7 30.7

30.7

30.8 30.8

30.8

30.8 30.8 30.8 30.8 30.8 30.8 30.8 30.8

30.8 30.8 30.8 30.8 30.8

30.8

30.8 30.8 30.8 30.8

30.8

30.8 30.8 30.8 30.8

30.8 30.8 30.8

30.8

30.8 30.8

30.8

30.8 30.8

30.8

30.8 30.8

30.8

30.8 30.8

30.8 30.8 30.8

30.8

30.8 30.8

30.8

30.8 30.8

30.9

30.9 30.9 30.9

30.9

30.9 30.9 30.9 30.9 30.9 30.9

30.9

30.9 30.9

30.9 30.9 30.9 30.9 30.9

30.9

30.9 30.9 30.9

30.9

30.9 30.9

30.9

30.9 30.9

30.9 30.9 30.9

30.9

30.9 30.9 30.9

30.9

30.9 30.9

30.9

30.9 30.9 30.9

30.9

30.9 30.9

30.9

30.9 30.9 30.9

30.9 30.9

30.9 30.9 30.9

30.9

30.9 30.9

30.9

30.9 30.9

30.9

30.9 30.9

30.9

31.0

31.0 31.0

31.0

31.0 31.0 31.0

31.0 31.0 31.0 31.0

31.0 31.0

31.0

31.0 31.0 31.0

31.0

31.0 31.0 31.0

31.0

31.0 31.0

31.0 31.0 31.0 31.0

31.0 31.0

31.0

31.0 31.0

31.0

31.0 31.0 31.0

31.0 31.0

31.0

31.0 31.0

31.0

31.0 31.0

31.0 31.0 31.0 31.0

31.0

31.0 31.0

31.0 31.0 31.0 31.0

31.0 31.0

31.0

31.0 31.0 31.0

31.0

31.1

31.1 31.1

31.1

31.1 31.1

31.1 31.1 31.1 31.1 31.1 31.1

31.1 31.1 31.1

31.1 31.1

31.1 31.1 31.1

31.1

31.1 31.1

31.1

31.1 31.1 31.1 31.1

31.1

31.1 31.1

31.1

31.1 31.1 31.1

31.1 31.1

31.1 31.1 31.1 31.1

31.1 31.1

31.1

31.1 31.1 31.1

31.1

31.1 31.1 31.1 31.1 31.1

31.1

31.1 31.1 31.1

31.1 31.1 31.1 31.1 31.1

31.1

31.1 31.1 31.1 31.1

31.1

31.1 31.1 31.1 31.1 31.1

31.1 31.1

31.1

31.1 31.1

31.1

31.1 31.1

31.1

31.1 31.1

31.1

31.1 31.1

31.1

31.1 31.1

31.1

31.1 31.1

31.1

31.2

31.2 31.2 31.2 31.2 31.2 31.2 31.2 31.2

31.2 31.2 31.2

31.2

31.2 31.2

31.2

31.2 31.2

31.2

31.2 31.2

31.2

31.2 31.2

31.2

31.2 31.2 31.2 31.2 31.2

31.2

31.2 31.2

31.2 31.2 31.2

31.2

31.2 31.2 31.2 31.2 31.2

31.2

31.2 31.2

31.2 31.2 31.2

31.2 31.2

31.2

31.2 31.2

31.2 31.2 31.2

31.2 31.2

31.2

31.2 31.2

31.2

31.2 31.2

31.2

31.2 31.2

31.2

31.2 31.2

31.2 31.2 31.2 31.2 31.2

31.2

31.2 31.2 31.2

31.3 31.3 31.3

31.3

31.3 31.3 31.3

31.3 31.3

31.3

31.3 31.3 31.3 31.3 31.3

31.3

31.3 31.3

31.3

31.3 31.3 31.3

31.3

31.3 31.3 31.3

31.3

31.3 31.3 31.3

31.3

31.3 31.3 31.3

31.3

31.3 31.3

31.3

31.3 31.3

31.3

31.3 31.3

31.3

31.3 31.3

31.3

31.3 31.3

31.3

31.3 31.3 31.3 31.3

31.3

31.3 31.3 31.3

31.3 31.3

31.3

31.3 31.3 31.3 31.3 31.3

31.3

31.3 31.3

31.3

31.3 31.3 31.3

31.3

31.3 31.3

31.3

31.4

31.4 31.4 31.4 31.4 31.4

31.4 31.4 31.4 31.4

31.4 31.4

31.4

31.4 31.4

31.4

31.4 31.4 31.4 31.4

31.4

31.4 31.4

31.4

31.4 31.4

31.4

31.4 31.4 31.4 31.4 31.4 31.4

31.4 31.4

31.4

31.4 31.4

31.4

31.4 31.4 31.4

31.4

31.4 31.4

31.4

31.4 31.4

31.4

31.4 31.4 31.4

31.4 31.4 31.4 31.4

31.4

31.4 31.4

31.4

31.4 31.4

31.4

31.4 31.4

31.4 31.4 31.4

31.4 31.4

31.4 31.4 31.4 31.4

31.4 31.4

31.4 31.4 31.4

31.4

31.4 31.4

31.4 31.4 31.4 31.4

31.4

31.4 31.4 31.4 31.4

31.4

31.4 31.4 31.4

31.4 31.4 31.4 31.4

31.4 31.4

31.4

31.4 31.4

31.4

31.4 31.4

31.4

31.4 31.4

31.4

31.4 31.4

31.4

31.5

31.5 31.5

31.5

31.5 31.5

31.5

31.5 31.5 31.5 31.5

31.5

31.5 31.5 31.5

31.5

31.5 31.5

31.5

31.5 31.5

31.5

31.5 31.5

31.5 31.5 31.5 31.5 31.5

31.5

31.5 31.5

31.5

31.5 31.5

31.5

31.5 31.5

31.5

31.5 31.5

31.5

31.5 31.5 31.5

31.5

31.5 31.5 31.5

31.5

31.5 31.5

31.5

31.5 31.5 31.5 31.5

31.5

31.6

31.6 31.6 31.6 31.6

31.6

31.6 31.6

31.6

31.6 31.6 31.6 31.6

31.6 31.6 31.6

31.6

31.6 31.6

31.6

31.6 31.6

31.6 31.6 31.6 31.6

31.6

31.6 31.6

31.6

31.6 31.6 31.6

31.6

31.6 31.6

31.6

31.6 31.6

31.6

31.6 31.6 31.6

31.6

31.6 31.6

31.6

31.6 31.6

31.6

31.6 31.6 31.6 31.6 31.6 31.6

31.6

31.6 31.6

31.6

31.6 31.6

31.6

31.6 31.6 31.6 31.6 31.6

31.6

31.6 31.6

31.6

31.6 31.6

31.6 31.6 31.6

31.6

31.6 31.6 31.6

31.6

31.6 31.6

31.6

31.6 31.6 31.6 31.6

31.6 31.6 31.6

31.6 31.6

31.6

31.6 31.6

31.6 31.6 31.6

31.6 31.6 31.6 31.6

31.6

31.6 31.6 31.6

31.6 31.6 31.6 31.6 31.6

31.6 31.6 31.6

31.6

31.6 31.6

31.6 31.6 31.6

31.6

31.6 31.6 31.6 31.6

31.6 31.6

31.6

31.6 31.6 31.6

31.6

31.7

31.7 31.7 31.7

31.7

31.7 31.7

31.7

31.7 31.7

31.7

31.7 31.7 31.7

31.7

31.7 31.7 31.7

31.7

31.7 31.7

31.7

31.7 31.7

31.7

31.7 31.7

31.7

31.7 31.7

31.7

31.7 31.7

31.7

31.7 31.7 31.7

31.7

31.7 31.7 31.7 31.7

31.7

31.7 31.7 31.7 31.7 31.7 31.7

31.7 31.7 31.7 31.7

31.7

31.7 31.7

31.7 31.7 31.7

31.7 31.7

31.7

31.7 31.7 31.7

31.7 31.7

31.7

31.7 31.7 31.7 31.7

31.7

31.7 31.7

31.7 31.7 31.7 31.7 31.7 31.7

31.7 31.7

31.7

31.7 31.7

31.7 31.7 31.7 31.7 31.7

31.7 31.7

31.7 31.7 31.7

31.7 31.7

31.7

31.7 31.7

31.7

31.7 31.7

31.7

31.8 31.8

31.8

31.8 31.8 31.8 31.8

31.8

31.8 31.8

31.8

31.8 31.8 31.8 31.8 31.8

31.8 31.8 31.8 31.8

31.8

31.8 31.8 31.8

31.8

31.8 31.8

31.8

31.8 31.8

31.8

31.8 31.8 31.8 31.8

31.8 31.8

31.8

31.8 31.8

31.8

31.8 31.8

31.8

31.8 31.8 31.8 31.8 31.8 31.8

31.8 31.8 31.8

31.8

31.8 31.8

31.8 31.8 31.8 31.8 31.8 31.8 31.8

31.8

31.8 31.8

31.8

31.8 31.8

31.8

31.8 31.8 31.8 31.8 31.8 31.8

31.8 31.8 31.8 31.8

31.8

31.8 31.8

31.8

31.8 31.8

31.8

31.8 31.8

31.8

31.8 31.8 31.8 31.8

31.8 31.8 31.8

31.8 31.8

31.8 31.8 31.8

31.8 31.8

31.8

31.9

31.9 31.9

31.9

31.9 31.9 31.9

31.9 31.9

31.9

31.9 31.9

31.9 31.9 31.9 31.9

31.9 31.9

31.9 31.9 31.9

31.9 31.9

31.9 31.9 31.9 31.9 31.9

31.9 31.9

31.9

31.9 31.9 31.9 31.9 31.9

31.9

31.9 31.9 31.9

31.9

31.9 31.9 31.9

31.9

31.9 31.9 31.9 31.9

31.9

31.9 31.9 31.9

31.9

31.9 31.9 31.9

31.9

31.9 31.9 31.9

31.9 31.9

31.9

31.9 31.9

31.9

31.9 31.9

31.9

32.0 32.0

32.0

32.0 32.0

32.0 32.0 32.0 32.0 32.0 32.0

32.0

32.0 32.0

32.0 32.0 32.0

32.0

32.0 32.0 32.0 32.0 32.0 32.0

32.0 32.0

32.0

32.0 32.0 32.0 32.0

32.0 32.0 32.0

32.0

32.0 32.0 32.0

32.0

32.0 32.0 32.0

32.0 32.0

32.0

32.0 32.0 32.0 32.0

32.0

32.0 32.0

32.0

32.0 32.0

32.0

32.0 32.0

32.1

32.1 32.1

32.1

32.1 32.1 32.1 32.1 32.1

32.1 32.1 32.1 32.1 32.1 32.1 32.1

32.1 32.1

32.1

32.1 32.1

32.1

32.1 32.1

32.1

32.1 32.1 32.1

32.1

32.1 32.1

32.1

32.1 32.1 32.1 32.1

32.1

32.1 32.1

32.2 32.2

32.2

32.2 32.2 32.2

32.2

32.2 32.2

32.2

32.2 32.2

32.2

32.2 32.2

32.3 32.3

32.3

32.3 32.3 32.3

32.3

32.3 32.3

32.3

32.3 32.3

32.4 32.4

32.4

32.5 32.5 32.5 32.5

32.5 32.5

32.5 32.5 32.5 32.5

32.5

32.5 32.5 32.5 32.5

32.5 32.6 32.6

32.6

32.6 32.6

32.6

32.7 32.7 32.7

32.7

32.8

32.8 32.8

32.8

32.9

32.9 33.0 33.0

33.0

33.0 33.0

33.1

33.2 33.2

33.3

33.3 33.3

33.4

W .E

-29

-29’

-28’

C O

N C

INDIANA HARBOR

LIMITS OF FEDERAL PROJECT CHANNEL (TOE)

R E

A C

H -2

R E

A C

H -2

100’

160’

210’

420’

130’

500’

130’

3.1 7.5

14.1 16.9 17.2 17.8 18.3 18.4 19.2 19.9 20.5 20.5 21.0 21.1 21.3 22.5 22.6 22.5 23.1 23.6 24.0 24.5

25.2 24.9

25.3 25.8 26.0 26.0 25.8 25.6 25.4 25.4 25.1 24.9 24.4 24.3

LIMITS OF FEDERAL PROJECT CHANNEL (TOE)

E 2,854,000

E 2,854,500

E 2,855,000

E 2,855,500

CENTERLINE

LEGEND

YEAR 4 NON-FEDERAL DREDGE AREA

YEAR 3 FEDERAL DREDGE AREA

M A

T C

H L

E T

O S

H E

E T C -0

M A

T C

H L

E T

O S

H E

E T C -0

OF THE DREDGING BOUNDARY. OVERDREDGE

1. HATCHED DREDGE AREA SHOWN IS THE TOE

NOTES:

0.1 0.20.40.40.4

ELEV. 583.82

STA. HS/BM-IND-2

ELEV. 601.18

STA. IND. HAR.

0.5 0.9

1.1

1.3 1.4

1.4

1.6

1.7 1.8

1.9

2.0

2.2

2.3

2.6 3.0

3.1

3.2

3.4

3.6

3.9

4.0

4.1

4.2 4.8

4.9

5.1

5.2

5.3

5.4

5.5 5.75.7

5.7 5.85.9

6.0 6.2

6.2

6.4

6.5 6.5

6.6

6.86.8

6.9

7.0

7.1

7.17.3

7.4

7.47.5

7.5

7.6

7.8 7.8

7.8

8.0

8.1

8.2

8.38.6

8.6

8.8

8.8 9.0

9.1

9.3 9.3

9.3

9.4

9.69.6

9.7 9.8

10.1

10.2

10.3 10.3

10.3

10.4

10.5

10.5 10.6

10.8 10.9 10.9

11.1

11.1 11.1

11.1

11.1 11.4 11.4

11.5 11.5

11.5

11.7

11.8

11.9

11.9 12.0

12.1

12.2 12.3

12.3

12.4

12.5

12.5 12.5

12.6

12.8

12.8 12.8

12.9

13.1

13.2

13.3 13.4

13.4 13.5

13.6

13.6 13.6

13.7 13.7

13.8 13.8

14.1 14.1

14.2

14.4

14.5

14.8 14.9 14.9

14.9

15.1 15.3

15.3

15.4 15.4

15.4

15.5

15.5 15.5

15.5

15.6 15.6

15.7

15.7 15.7

16.0

16.1

16.3

16.4 16.4

16.5

16.6 16.6 16.7

16.8

16.8 17.0

17.1 17.1

17.2

17.3

17.8

17.9

18.0

18.2 18.6

18.9 19.0

19.1

19.2

19.3

19.4

19.5

19.7

19.7 19.7

19.9

20.0

20.1 20.2 20.3

20.3

20.4

20.5 20.5

20.6

20.7 20.7

20.8

20.9

20.9 20.9

20.9

21.1

21.1 21.2 21.2

21.3

21.3 21.3 21.4

21.5

21.6

21.7

21.7 21.7

21.8 21.8

21.9

21.9 21.9 22.0 22.0 22.0

22.1

22.2

22.2 22.2

22.3

22.4

22.4 22.4

22.4

22.5 22.5

22.6

22.6 22.6 22.6 22.6

22.7

22.8

22.9

23.0 23.0 23.0 23.0 23.0 23.1 23.1 23.1 23.1

23.1

23.2

23.3

23.3 23.3

23.4

23.4 23.4

23.4

23.4 23.4

23.4

23.5

23.5 23.5 23.5

23.5

23.5 23.5

23.5

23.6 23.6

23.6

23.7

23.7 23.7

23.7

23.8

23.8 23.8

23.8

23.9

23.9 23.9

23.9

24.0

24.1

24.1 24.1 24.1

24.1 24.1

24.1

24.1 24.1

24.1

24.2

24.2 24.2

24.2

24.3

24.3 24.3

24.3

24.4

24.4 24.4

24.4

24.4 24.4 24.4

24.4

24.5 24.5

24.5

24.5 24.5

24.5

24.6

24.7

24.7 24.7

24.7

24.8

24.8 24.8 24.8

24.8

24.9

24.9 24.9

24.9

24.9 24.9

25.0

25.0 25.0

25.0

25.1

25.1 25.1

25.1

25.1 25.1

25.1 25.1 25.1 25.1 25.1 25.1 25.1

25.2 25.2 25.2 25.2

25.2

25.2 25.2 25.2 25.2 25.2 25.2 25.2 25.2 25.2 25.2 25.2 25.2 25.2 25.2 25.2 25.2

25.3 25.3

25.3

25.3 25.3

25.3

25.4 25.4

25.4

25.4 25.4

25.4

25.4 25.4

25.4

25.5

25.5 25.5 25.5

25.5

25.5 25.5

25.5 25.5 25.5 25.5

25.5

25.5 25.5 25.5

25.5

25.6

25.6 25.6 25.6

25.6

25.6 25.6 25.6 25.6

25.6 25.6 25.6

25.6

25.6 25.6

25.7

25.7 25.7

25.7

25.7 25.7

25.7 25.7 25.7

25.7

25.8

25.8 25.8 25.8

25.8

25.8 25.8

25.9

25.9 25.9

25.9

25.9 25.9

25.9

25.9 25.9

25.9

25.9 25.9 25.9 25.9 25.9 25.9 25.9 25.9

25.9

26.0

26.0 26.0

26.0

26.0 26.0

26.0

26.0 26.0

26.0

26.1

26.1 26.1

26.1

26.1 26.1

26.1 26.1 26.1 26.1

26.1 26.1

26.1

26.2 26.2

26.2

26.2 26.2 26.2

26.2

26.2 26.2

26.2

26.2 26.2 26.2

26.2

26.3

26.3 26.3

26.3

26.3 26.3

26.3

26.3 26.3

26.3

26.4

26.4 26.4

26.4

26.4 26.4

26.4

26.4 26.4 26.4 26.4

26.4

26.5

26.5 26.5

26.5

26.5 26.5

26.5

26.5 26.5

26.5

26.5 26.5 26.5

26.5

26.6

26.6 26.6

26.6

26.6 26.6

26.6

26.6 26.6

26.6 26.6 26.6

26.6 26.6

26.6

26.7

26.7 26.7

26.7

26.7 26.7

26.7

26.7 26.7

26.7

26.7 26.7 26.7 26.7

26.7 26.7 26.7

26.7 26.7

26.7

26.8

26.8 26.8

26.8

26.8 26.8

26.8

26.8 26.8

26.8 26.8 26.8 26.8

26.8 26.8

26.8

26.9

26.9 26.9

26.9

26.9 26.9 26.9

26.9

26.9 26.9

26.9

26.9 26.9 26.9

26.9 26.9 26.9 26.9 26.9

26.9 26.9 26.9

26.9

27.0

27.0 27.0

27.0

27.0 27.0

27.0

27.1

27.1 27.1

27.1

27.1 27.1

27.1

27.1 27.1 27.1 27.1 27.1

27.1

27.1 27.1

27.2 27.2 27.2

27.2

27.2 27.2 27.2

27.2

27.2 27.2

27.2

27.2 27.2

27.2

27.2 27.2 27.2 27.2

27.2 27.2 27.2 27.2 27.2

27.3 27.3

27.3

27.3 27.3

27.3

27.3 27.3

27.3

27.3 27.3

27.3

27.3 27.3

27.3

27.4

27.4 27.4 27.4 27.4

27.4 27.4

27.4

27.4 27.4

27.4

27.4 27.4 27.4

27.4 27.4

27.4 27.4 27.4

27.4

27.4 27.4

27.4 27.4 27.4

27.4

27.4 27.4 27.4 27.4

27.4 27.4 27.4

27.4

27.5 27.5 27.5

27.5 27.5

27.5

27.5 27.5

27.5

27.5 27.5

27.5

27.5 27.5 27.5

27.5

27.5 27.5

27.5

27.5 27.5 27.5

27.5 27.5 27.5 27.5 27.5

27.5

27.5 27.5

27.6

27.6 27.6

27.6 27.6 27.6

27.6

27.6 27.6

27.6

27.6 27.6

27.6

27.6 27.6 27.6

27.6

27.6 27.6

27.6

27.6 27.6

27.6 27.6 27.6 27.6

27.6

27.6 27.6 27.6 27.6 27.6

27.6

27.6 27.6

27.7

27.7 27.7

27.7

27.7 27.7

27.7

27.7 27.7

27.7

27.7 27.7 27.7

27.7

27.8 27.8

27.8

27.8 27.8

27.8

27.8 27.8

27.8

27.8 27.8

27.8

27.8 27.8

27.8

27.8 27.8 27.8

27.8

27.8 27.8

27.8 27.8 27.8 27.8 27.8

27.8 27.8

27.8

27.9

27.9 27.9

27.9

27.9 27.9

27.9

27.9 27.9 27.9

27.9

27.9 27.9

27.9

27.9 27.9

27.9

27.9 27.9

27.9

27.9 27.9

27.9 27.9 27.9

27.9 27.9

28.0

28.0 28.0

28.0

28.0 28.0

28.0

28.0 28.0

28.0

28.0 28.0

28.0

28.0 28.0 28.0

28.0 28.0

28.0 28.0 28.0

28.0 28.0

28.0

28.0 28.0 28.0 28.0

28.0 28.0 28.0

28.0

28.0 28.0

28.0

28.0 28.0

28.0

28.0 28.0

28.0

28.1

28.1 28.1 28.1

28.1 28.1

28.1

28.1 28.1

28.1

28.1 28.1

28.1

28.1 28.1

28.1

28.1 28.1 28.1

28.1

28.1 28.1

28.1

28.1 28.1 28.1 28.1

28.1 28.1

28.1 28.1 28.1

28.1

28.1 28.1

28.1

28.1 28.1

28.2 28.2

28.2

28.2 28.2

28.2 28.2 28.2

28.2

28.2 28.2

28.2

28.2 28.2 28.2

28.2

28.2 28.2 28.2

28.2

28.2 28.2 28.2

28.2

28.2 28.2

28.2

28.2 28.2

28.2

28.3

28.3 28.3

28.3

28.3 28.3

28.3

28.3 28.3

28.3

28.3 28.3

28.3

28.3 28.3

28.3

28.3 28.3

28.3

28.3 28.3

28.4

28.4 28.4

28.4

28.4 28.4

28.4 28.4 28.4 28.4

28.4

28.4 28.4

28.4 28.4 28.4

28.4

28.4 28.4

28.4

28.4 28.4 28.4

28.4 28.4 28.4 28.4

28.4 28.4

28.4

28.4 28.4

28.4 28.4 28.4 28.4

28.4 28.4 28.4

28.4 28.4

28.4

28.5

28.5 28.5

28.5 28.5 28.5 28.5

28.5

28.5 28.5

28.5

28.5 28.5

28.5

28.5 28.5 28.5

28.5

28.5 28.5 28.5 28.5

28.5 28.5

28.5

28.5 28.5

28.5

28.6 28.6

28.6

28.6 28.6

28.6

28.6 28.6

28.6

28.6 28.6

28.6

28.6 28.6

28.6

28.6 28.6 28.6

28.6 28.6

28.6

28.6 28.6 28.6 28.6

28.6

28.7

28.7 28.7

28.7

28.7 28.7

28.7

28.7 28.7

28.7

28.7 28.7

28.7

28.7 28.7

28.7

28.7 28.7

28.7

28.7 28.7

28.7

28.8

28.8 28.8

28.8

28.8 28.8 28.8

28.8 28.8

28.8

28.8 28.8

28.8

28.8 28.8

28.8

28.8 28.8

28.8

28.8 28.8

28.8

28.8 28.8

28.9

28.9 28.9

28.9

28.9 28.9

28.9 28.9 28.9

28.9

28.9 28.9 28.9

28.9

28.9 28.9

28.9

28.9 28.9

28.9 28.9 28.9

28.9

28.9 28.9

28.9

28.9 28.9

28.9 28.9 28.9 28.9 28.9

28.9

28.9 28.9

28.9

28.9 28.9

28.9

29.0

29.0 29.0

29.0

29.0 29.0

29.0 29.0 29.0

29.0 29.0

29.0

29.0 29.0

29.0 29.0 29.0 29.0

29.0

29.0 29.0

29.0

29.0 29.0

29.0

29.1

29.1 29.1

29.1

29.1 29.1

29.1

29.1 29.1

29.1

29.1 29.1 29.1 29.1 29.1

29.1 29.1 29.1 29.1

29.1 29.1

29.1

29.2 29.2

29.2 29.2 29.2

29.2

29.2 29.2

29.2 29.2 29.2 29.2 29.2

29.2 29.2

29.2 29.2 29.2 29.2 29.2

29.2

29.2 29.2

29.2

29.2 29.2

29.2

29.2 29.2

29.2

29.2 29.2

29.2

29.2 29.2

29.2

29.3

29.3 29.3

29.3

29.3 29.3

29.3

29.3 29.3

29.3

29.3 29.3 29.3

29.3

29.3 29.3

29.3 29.3 29.3 29.3

29.3

29.3 29.3

29.3

29.4

29.4 29.4

29.4

29.4 29.4

29.4

29.4 29.4

29.4

29.4 29.4 29.4

29.4

29.4 29.4

29.4

29.4 29.4

29.4

29.4 29.4

29.4

29.4 29.4

29.4

29.4 29.4

29.4

29.5

29.5 29.5

29.5

29.5 29.5 29.5 29.5

29.5

29.5 29.5

29.5

29.5 29.5 29.5

29.5

29.5 29.5

29.5

29.6

29.6 29.6 29.6

29.6 29.6 29.6 29.6

29.6 29.6 29.6

29.6

29.6 29.6

29.6

29.6 29.6

29.6

29.6 29.6 29.6

29.6 29.6

29.6

29.6 29.6

29.6

29.6 29.6

29.6

29.6 29.6

29.6

29.6 29.6

29.6

29.7 29.7

29.7 29.7 29.7 29.7

29.7

29.7 29.7

29.7

29.7 29.7

29.7

29.7 29.7

29.7

29.7 29.7

29.8

29.8 29.8 29.8

29.8 29.8

29.8

29.8 29.8 29.8

29.8

29.8 29.8

29.8

29.8 29.8

29.8

29.8 29.8 29.8

29.8

29.8 29.8

29.8

29.8 29.8

29.8

29.8 29.8 29.8

29.8

29.9 29.9 29.9 29.9 29.9

29.9 29.9 29.9

29.9 29.9 29.9 29.9 29.9 29.9 29.9

29.9

29.9 29.9

29.9

29.9 29.9

29.9

29.9 29.9

29.9 29.9 29.9 29.9

29.9 29.9

29.9

29.9 29.9

29.9

29.9 29.9

29.9

30.0 30.0

30.0

30.0 30.0 30.0 30.0 30.0

30.0 30.0

30.0 30.0 30.0

30.0

30.0 30.0 30.0

30.0

30.0 30.0 30.0

30.0

30.0 30.0

30.0

30.0 30.0

30.0

30.0 30.0

30.0

30.1 30.1 30.1 30.1

30.1

30.1 30.1

30.1

30.1 30.1

30.1

30.1 30.1 30.1 30.1

30.1

30.1 30.1

30.1

30.1 30.1

30.1

30.1 30.1

30.1

30.1 30.1

30.1

30.1 30.1 30.1 30.1

30.1

30.2

30.2 30.2 30.2

30.2 30.2 30.2 30.2 30.2

30.2

30.2 30.2 30.2 30.2 30.2 30.2

30.2

30.2 30.2

30.2

30.2 30.2 30.2

30.2 30.2

30.2 30.2 30.2

30.2 30.2

30.2

30.2 30.2

30.2

30.2 30.2

30.2

30.3 30.3

30.3

30.3 30.3 30.3 30.3

30.3 30.3

30.3

30.3 30.3

30.3

30.3 30.3

30.3

30.3 30.3

30.3

30.3 30.3 30.3

30.3 30.3

30.4 30.4 30.4 30.4

30.4

30.4 30.4

30.4

30.4 30.4

30.4

30.4 30.4

30.4

30.4 30.4

30.4

30.4 30.4

30.4

30.4 30.4

30.4

30.4 30.4

30.5 30.5

30.5

30.5 30.5

30.5

30.5 30.5

30.5

30.5 30.5

30.5

30.5 30.5

30.5

30.5 30.5 30.5

30.5

30.5 30.5

30.6

30.6 30.6

30.6

30.6 30.6

30.6

30.6 30.6

30.6

30.6 30.6

30.6

30.6 30.6 30.6 30.6

30.6

30.6 30.6

30.6 30.6 30.6

30.6

30.6 30.6

30.7

30.7 30.7 30.7

30.7 30.7

30.7

30.7 30.7 30.7

30.7

30.7 30.7

30.7

30.7 30.7

30.7

30.7 30.7

30.7

30.7 30.7

30.7 30.7 30.7 30.7

30.7

30.7 30.7

30.7

30.7 30.7

30.8 30.8

30.8

30.8 30.8

30.8 30.8 30.8

30.8

30.8 30.8

30.8

30.8 30.8

30.8

30.8 30.8

30.8

30.8 30.8 30.8 30.8

30.8

30.8 30.8 30.8

30.8

30.8 30.8 30.8

30.8 30.8

30.8

30.8 30.8

30.8

30.8 30.8 30.8

30.9 30.9

30.9

30.9 30.9 30.9

30.9 30.9

30.9 30.9 30.9

30.9

30.9 30.9

30.9

30.9 30.9

30.9

30.9 30.9

30.9

30.9 30.9

30.9 30.9 30.9

30.9 30.9

30.9

30.9 30.9

30.9

30.9 30.9 30.9 30.9

30.9

30.9 30.9

30.9

30.9 30.9 30.9 30.9

30.9

30.9 30.9

31.0 31.0 31.0 31.0

31.0

31.0 31.0

31.0 31.0 31.0 31.0

31.0 31.0

31.0

31.0 31.0 31.0

31.0

31.0 31.0 31.0

31.0 31.0

31.0

31.0 31.0

31.0

31.0 31.0

31.0

31.0 31.0

31.0

31.1

31.1 31.1

31.1

31.1 31.1

31.1

31.1 31.1

31.1

31.1 31.1

31.1

31.1 31.1 31.1

31.1

31.1 31.1 31.1

31.1 31.1

31.1

31.1 31.1 31.1

31.1

31.1 31.1 31.1

31.1 31.1 31.1 31.1

31.1

31.1 31.1

31.1

31.1 31.1

31.2

31.2 31.2 31.2

31.2 31.2

31.2

31.2 31.2

31.2

31.2 31.2

31.2

31.2 31.2

31.2

31.2 31.2

31.2 31.2 31.2 31.2 31.2

31.2

31.2 31.2 31.2

31.2

31.2 31.2

31.2

31.2 31.2

31.2

31.2 31.2

31.3

31.3 31.3 31.3

31.3 31.3

31.3

31.3 31.3 31.3 31.3 31.3

31.3

31.3 31.3

31.3

31.3 31.3 31.3

31.3

31.3 31.3

31.3

31.3 31.3

31.3

31.3 31.3

31.3

31.3 31.3

31.3

31.3 31.3

31.3

31.3 31.3

31.3

31.4 31.4

31.4 31.4 31.4

31.4

31.4 31.4

31.4 31.4 31.4 31.4

31.4

31.4 31.4 31.4 31.4

31.4

31.4 31.4 31.4

31.4 31.4 31.4 31.4

31.4 31.4

31.4

31.4 31.4

31.4

31.4 31.4

31.4

31.4 31.4

31.4

31.4 31.4

31.4

31.4 31.4

31.4

31.4 31.4 31.4

31.4 31.4

31.4

31.4 31.4

31.4 31.4 31.4

31.4

31.4 31.4 31.4

31.4 31.4

31.4

31.4 31.4

31.5

31.5 31.5

31.5

31.5 31.5 31.5

31.5

31.5 31.5 31.5

31.5

31.5 31.5

31.5

31.5 31.5 31.5 31.5

31.5

31.5 31.5 31.5 31.5

31.5

31.5 31.5

31.5

31.5 31.5

31.5

31.5 31.5

31.5

31.6

31.6 31.6 31.6

31.6 31.6 31.6 31.6 31.6

31.6 31.6 31.6

31.6

31.6 31.6

31.6 31.6 31.6

31.6

31.6 31.6 31.6 31.6

31.6 31.6

31.6

31.6 31.6 31.6

31.6

31.6 31.6 31.6 31.6 31.6

31.6

31.6 31.6

31.6

31.6 31.6

31.6

31.6 31.6

31.6

31.7 31.7 31.7 31.7 31.7

31.7 31.7

31.7 31.7 31.7

31.7 31.7

31.7

31.7 31.7

31.7

31.7 31.7

31.7

31.7 31.7 31.7

31.7

31.7 31.7

31.7

31.8

31.8 31.8

31.8

31.8 31.8 31.8 31.8

31.8 31.8 31.8

31.8 31.8

31.8 31.8 31.8

31.8 31.8

31.8

31.8 31.8

31.8

31.9

31.9 31.9

31.9

31.9 31.9

31.9

31.9 31.9 31.9

31.9

31.9 31.9

31.9

32.0 32.0 32.0 32.0

32.0

32.0 32.0

32.0

32.0 32.0

32.0

32.0 32.0

32.0

32.0 32.0

32.0

32.0 32.1

32.1

32.1 32.1

32.1 32.1 32.1

32.1 32.1

32.2 32.2

32.2

32.2 32.2

32.2

32.3 32.3

ELEV. 597.14

STA. HS/BM-IND-3

W .E

1 INCH = 100 FEET

0 100 20050

C-02

E D

G A

R E

N A H

A R

B O

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps aut o_ tim e

Chicago District

C H

A G

O D

T R

C H

A G

O Y P

C -0

.d g n c w o rk in g \d m s \I

H F

O Y P

C -0

.d g

A S S

H O

W N

D a m ia n G

A ll e n

J A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O R

T H C

A N

A L S

T R

E E

C H

A G

D G

O Y P

D R

E D

G A

N D F

A C

Y O

P E

R A

N C

O N

E D D

P O

S A

L F

A C

N A H

A R

B O

R A

N D C

A N

-28’

ELEV. 593.22

STA. 80-3

LIGHTHOUSE AND BREAKWATER.

RIP RAP AROUND "RED"

FEATURE #17

CABLE/WIRE ROPE.

FEATURE #14

LIGHTHOUSE AND BREAKWATER.

RIP RAP AROUND "GREEN"

FEATURE #16

LIMITS OF FEDERAL PROJECT CHANNEL (TOE)

INDIANA HARBOR

LIM

ITS OF FEDERAL PROJECT CHANNEL (TOE)

0.0

R E

A C

H (-2

R E

A C

H (-2

R E

A C

H (-2

R E

A C

H (-2

500’

130’

260’

62+ 84.97

130’

80’

50’

3.1 8.7 9.5

13.4 18.9 18.4 20.1 22.2 22.7 22.8 24.7 24.5 26.4 25.4 28.2 27.1 29.2 30.3 31.4 28.8 30.7 28.7

31.8 29.3

31.9 29.2 29.9 28.5 28.6 27.8 29.9 32.3 33.1 33.9 30.9 27.7

2.5 6.9

11.1 15.1 17.5 18.2 18.6 18.8 20.3 19.8 21.1 20.9 21.1 22.0 23.5 23.3 25.9 23.4 23.2 24.9 24.3 24.9

26.2 24.2

26.7 28.1 28.1 27.9 26.6 28.0 28.4 27.9 28.4 28.8 28.3

4.7 7.4

11.1 17.3 18.1 18.6 18.9 20.5 20.6 21.1 21.5 21.5 22.2 22.6 23.2 22.9 23.5 23.2 23.7 23.8 23.9 24.6

25.6 24.8

25.9 26.7 25.8 25.7 25.4 25.4 25.5 25.3 25.2 25.1 23.3

3.1 7.5

14.1 16.9 17.2 17.8 18.3 18.4 19.2 19.9 20.5 20.5 21.0 21.1 21.3 22.5 22.6 22.5 23.1 23.6 24.0 24.5

25.2 24.9

25.3 25.8 26.0 26.0 25.8 25.6 25.4 25.4 25.1 24.9 24.4 24.323.424.6

2.9 7.6

12.8 18.7 18.7 20.0 20.1 21.9 22.1 23.3 23.5 24.4 24.9 25.0 25.7 26.2 27.1 28.2 29.5 30.6 31.9 32.3

32.3 32.2

31.8 31.8 31.2 30.5 31.4 30.9 30.4 29.4 30.7 29.5 28.1 26.7

2.5 8.8 9.7

15.1 17.8 21.7 21.3 23.2 22.8 23.4 23.6 24.0 24.3 24.5 25.0 25.7 27.3 28.7 30.1 31.6 31.3 32.2

32.6 32.6

32.8 32.4 32.7 32.0 32.5 33.3 32.3 31.8 32.6 32.3 30.4 29.4

2.2 4.6

10.7 14.5 17.6 19.3 20.8 21.5 22.7 22.6 24.5 23.7 26.6 25.2 28.0 28.0 30.7 30.3 32.3 31.1 32.2 31.8

33.3 33.3

33.6 33.2 33.6 34.2 33.5 32.1 32.7 33.3 34.1 33.3 32.2 28.9

18.1 18.1 18.1 18.8 20.8 21.6 21.8 22.2 22.8 23.7 25.0 26.0 27.6 28.2 30.4 31.2 32.1 33.1

33.7 33.5

34.3 34.6 34.8 36.1 34.2 34.2 33.3 33.2 32.2 32.5 30.9 29.6

7.1 11.3 16.3 16.2 16.5 17.0 17.7 18.0 19.2 19.4 20.9 21.4 22.8 23.2 25.7 26.3 28.6 29.7 30.5 32.3 33.4

34.9 33.9

33.1 34.6 35.5 34.4 35.2 35.5 32.6 31.9 31.3 31.1 29.5 29.1

0.1 5.9

12.5 16.7 17.0 19.4 19.1 22.0 20.3 20.4 21.8 21.8 25.6 26.1 28.9 30.1 32.0 32.9 31.8

32.4 33.7

32.4 33.4 34.0 34.3 34.2 33.8 32.1 31.7 31.7 30.5 30.1 29.5

LIMIT

S OF FE

DERAL PROJECT CHANNEL (TOE)

LIMI

OF F

EDERAL

ROJE

CT C

HANNEL (

TOE)

LIMITS OF FEDERAL PROJECT CHANNEL (TOE)

E 2,855,500

E 2,856,000

E 2,856,500

1 INCH = 100 FEET

0 100 20050

C-03

D R

E D

G A

R E

N A H

A R

B O

CENTERLINE

ENTERLINE

LEGEND

YEAR 3 FEDERAL DREDGE AREA

YEAR 2 FEDERAL DREDGE AREA YEAR 2 NON-FEDERAL DREDGE AREA

YEAR 1 NON-FEDERAL DREDGE AREA

S E

E S

H E

E T C -0

R C

O N

U A

M A

T C

H L

E T

O S

H E

E T C -0

N 2,339,792.96

E 2,856,323.95 N 2,339,935.10

E 2,856,286.93

N 2,341,804.16

E 2,855,800.15

N 2,341,077.10

E 2,855,683.83

OF THE DREDGING BOUNDARY. OVERDREDGE

1. HATCHED DREDGE AREA SHOWN IS THE TOE

NOTES:

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

D of Engineers

US Army Corps aut o_ tim e

Chicago District

C H

A G

O D

T R

C H

A G

O Y P

C -0

.d g n c w o rk in g \d m s \I

H F

O Y P

C -0

.d g

A S S

H O

W N

D a m ia n G

A ll e n

J A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

O R

T H C

A N

A L S

T R

E E

C H

A G

D G

O Y P

D R

E D

G A

N D F

A C

Y O

P E

R A

N C

O N

E D D

P O

S A

L F

A C

N A H

A R

B O

R A

N D C

A N

A L

0.2

0.3

0.40.40.4

ELEV. 583.60

STATION 6

STA. IND. HAR.

0.50.6

1.1

1.2

1.4

1.7

1.9

2.5

2.6

2.9

3.2

3.3 3.83.8

3.9

4.0

4.1

4.2 4.6

4.8

4.94.9 5.4

5.4

5.5

5.5 5.5

5.7 5.7

5.8

6.0

6.1

6.26.2

6.2 6.4

6.4

6.5

6.6

6.7 6.8

7.0

7.1

7.2

7.4

7.6

7.9

8.2

8.3

8.6

8.9

9.0 9.0

9.0

9.1

9.3

9.4 9.9 9.9

10.0

10.3

10.7

10.8 10.8

10.8

10.9

11.0

11.1

11.1 11.1 11.1

11.2

11.3

11.4

11.5

11.6

11.7

11.8

11.9 11.9

12.0

12.1

12.3

12.4

12.5

12.5 12.5

12.6

12.7

12.8

12.9

13.0

13.2

13.4

13.5

13.6 13.6

13.6

13.6 13.6

13.6

13.7

13.8

14.0

14.2

14.3

14.5

14.6 14.6

14.6

14.9

15.0

15.1

15.2

15.3

15.4 15.4

15.4

15.5

15.6

15.7

15.8

15.9

16.0

16.1

16.3

16.4

16.6

16.8

16.9

16.9 16.9 16.9

17.0

17.0 17.0

17.0

17.2 17.2 17.2

17.3

17.3 17.3

17.4

17.5

17…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.