W912P6-11-R-0008 IHC CDF Facil Ops Solicitation_Plans.pdf

PDF 14 MB Posted Jul 22, 2011

Attached to: INDIANA HARBOR & CANAL CONFINED DISPOSAL FACILITY OPERATIONS AND SUPPORT SERVICES (INCLUDES DREDGING ACTIVITIES), EAST CHICAGO, INDIANA
Solicitation number: W912P6-11-R-0008
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

About this file

From the source

THIS FILE CONTAINS THE PROJECT PLANS

View the file

Other files

File	Type	Posted
AMENDMENT 0007 IHC FAC OPS.pdf	PDF	Aug 26, 2011
AMENDMENT 0006 IHC FAC OPS.pdf	PDF	Aug 26, 2011
AMD 0005 IHC FAC OPS.pdf	PDF	Aug 24, 2011
Attendance Sheet.pdf	PDF	Aug 19, 2011
SF 30 AMD0004.pdf	PDF	Aug 19, 2011
W912P611R00080001_IHCCDF_FACILITY OPS_AMD0004_Specs.pdf	PDF	Aug 19, 2011
W912P6-11-R-0008_AMD 4_DwgG-04.pdf	PDF	Aug 19, 2011
SF 30 IHC CDF AMD0003.pdf	PDF	Aug 17, 2011
08ES034-Dwg03-Bathymetry-Indiana.pdf	PDF	Aug 16, 2011
08ES034-Dwg02-SRM-Indiana.pdf	PDF	Aug 16, 2011
08ES034-Dwg01-SRM-Indiana.pdf	PDF	Aug 16, 2011
SF30 IHC CDF AMD0002.pdf	PDF	Aug 16, 2011
W912P6-11-R-0008 IHC CDF Facil Ops_AMD001_Plans.pdf	PDF	Aug 4, 2011
W912P611R00080001_IHCCDF_FACILITY OPS_AMD0001_Specs.pdf	PDF	Aug 4, 2011
W912P6-11-R-0008_IHCDF_FACILITY OPS_Solicitation_Specs.pdf	PDF	Jul 22, 2011

Show all 15

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

S-01 BUILDING FLOOR PLAN

E-05 SOUTH END ELECTRICAL UTILITY PLAN

E-04 ELECTRICAL SYSTEM DISTRIBUTION DIAGRAM & SCHEDULE

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 SHEET 10

C-09 INDIANA HARBOR DREDGING SHEET 9

C-08 INDIANA HARBOR DREDGING SHEET 8

C-07 INDIANA HARBOR DREDGING SHEET 7

C-06 INDIANA HARBOR DREDGING SHEET 6

C-05 INDIANA HARBOR DREDGING SHEET 5

C-04 INDIANA HARBOR DREDGING SHEET 4

C-03 INDIANA HARBOR DREDGING SHEET 3

C-02 INDIANA HARBOR DREDGING SHEET 2

C-01 INDIANA HARBOR DREDGING SHEET 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 d o c u m e n ts a n d s e tt in g s \h te c d b \m y d o c u m e n ts \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

D G

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

W P -1

-R -0

JULY 2011

SOLICITATION SET: W912P6-11-R-0008

NATALIE MILLS, P.E. 07/22/2011

JOSEPH J. SCHMIDT, P.E. 07/22/201107/22/2011MICHAEL L. ANDERSON (NAO)

S C

J A

U L

FIRE HYDRANT

LOCATED OBJECT

732.3 SPOT ELEVATION

MONUMENT

STANDARD ABBREVIATIONS

MW-XX

EW-XX

MH-XX

STANDARD SYMBOLS

GROUND/FINISHED GRADE

EXISTING GRADIENT SYSTEM MANHOLE

EXISTING GRADIENT SYSTEM EXTRACTION WELL

EXISTING GRADIENT SYSTEM MONITORING WELL

MANHOLE

TRAFFIC SIGNAL

FENCE LINE

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

L S

CONTROL POINT

LIGHT POLE

STRUCTURE

EXISTING ELECTRIC

HTTP://140.194.76.129/PUBLICATIONS/ENG-MANUALS/EM385-385-1-1/2008_ENGLISH/TOC.HTML

EXISTING SIGN

EXISTING VALVE VAULT

EXISTING CATCH BASIN

& FORCE MAIN PIPE

EXISTING GRADIENT HEADER

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING WATER MAIN

EXISTING SLURRY WALL

OVERHEAD POWERLINES

WORK LIMITS

RAILROAD LINE

VERTICAL

VALVE VAULT

U.S. ARMY CORPS OF ENGINEERS

TYPICAL

TYPE

TOXIC SUBSTANCES CONTROL ACT

STATION

SOUTH

PROPOSED

NOT TO SCALE

NATIONAL GEODETIC VERTICLE DATUM

MONITORING WELL

LOWER WATER DATUM

INVERT ELEVATION

HORIZONTAL

EXISTING

DRAWING

DIAMETER

CONFINED DISPOSAL FACILITY

CENTERLINE

BENCH MARK

AIR MONITORING STATION PAD

USACE

TYPICAL

TSCA

STA

PR.

NTS

NGVD

LWD

EX.

DWG

DIA.

CDF

MANUAL POSTED PRIOR TO DATE OF CONTRACT AWARD. SEE POSTINGS AT

REVISED SEPTEMBER 15, 2008, U.S. ARMY CORPS OF ENGINEERS , INCLUDING ALL AMENDMENTS TO THE

8. ALL WORK SHALL BE IN ACCORDANCE WITH EM-385-1-1, "SAFETY AND HEALTH REQUIREMENTS MANUAL", EXCEPT WHEN DREDGING OR WHERE SURVEY WORK IS REQUIRED.

7. THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN THE EXISTING FENCE LINE SHOWN ON SHEET G-04

AVOID DAMAGE TO EXISTING PIPELINE AND UTILITIES IN THE CANAL.

PROPERTY OWNERS ADJACENT TO THE DREDGING OPERATION AREA IN ORDER TO LOCATE AND

ALL KNOWN PIPELINE CROSSINGS IN THE CANAL. THE CONTRACTOR SHALL CONTACT

6. CONTRACTOR SHALL BE AWARE OF ALL ONSITE OVERHEAD UTILITIES. THESE DRAWINGS INDICATE

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

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

BE CONSIDERED AS INDICATING THE CONDITIONS EXISTING AT THAT TIME.

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 SHOWN ON C-01 THRU C-10 ARE IN FEET AND ARE REFERENCED TO LOW WATER DATUM (LWD)

GENERAL 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 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 d o c u m e n ts a n d s e tt in g s \h te c d b \m y d o c u m e n ts \d m s \I

H F

O Y P

G -0

.d g n

SHEET OF

A S S

H O

W N

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

W P -1

-R -0

S C

J A

U 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

D 10R

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

REACH 1 (-29’)

PROJECT KEY MAP

1 INCH = 1,250 FEET

0 1250 2500

+2 FT. ALLOWABLE OVERDREDGE

(VARIABLE DREDGING WIDTH)

P E

V :4

AREA TO BE DREDGED

NTS

(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 2,853,771.992,345,816.83

47+58.42 2,854,999.872,341,219.57

55+53.84 2,855,423.272,340,546.21

78+41.70 2,854,694.162,338,377.63

113+99.03 2,852,122.752,335,919.49

130+26.53 2,850,939.222,334,802.34

142+70.52 2,850,030.272,333,953.04

177+25.24 2,847,518.652,331,580.94

188+37.17 2,846,707.372,330,820.54

225+99.69 2,842,945.512,330,891.05

214+46.00(S) 2,846,705.872,329,551.79 a b c d d d d a a b b b c

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

CAP TO -25.5 FT.

DREDGE

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

164+24.81 2,848,464.082,332,473.85

FOR NON-TSCA SEDIMENT

TYPICAL DREDGE & OVERDREDGE CROSS-SECTION

AND ARE BASED ON NORTH AMERICAN DATUM OF 1983(97)

COORDINATE SYSTEM, WEST ZONE IN U.S. SURVEY FEET

- COORDINATES REFER TO INDIANA STATE PLANE

- SEE SHEETS C-01 THRU C-10

FOR BREAKDOWN OF QUANTITIES).

TSCA SEDIMENT (SEE TSCA VOLUME ESTIMATE BELOW

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

AND 8 IS PLANNED TO BE DREDGED AS THE PROPERTY OWNER IS

HALF OF THE TOTAL NON-FEDERAL VOLUME SHOWN FOR REACH 6,7

SHOWN ON SHEET C-04.

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

OF REACHES 3 & 4. AREA 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:

TOTAL (C.Y.)

TSCA DREDGING VOLUME ESTIMATE (C.Y.)

TOE (FEDERAL PROJECT CHANNEL LIMIT)TOE (FEDERAL PROJECT CHANNEL LIMIT)

SHOWN ON C-01 THROUGH C-10.

NOTE: TOE = FEDERAL PROJECT CHANNEL LIMITS

207+69.02(S) 2,846,705.092,328,888.69

207+40.59(S) 2,846,705.122,328,917.12

206+72.87(S) 2,846,705.202,328,984.84

204+93.48(S) 2,846,705.412,329,164.23

204+32.09(S) 2,846,705.482,329,225.62

203+32.74(S) 2,846,705.602,329,324.96

2,846,704.852,328,691.86209+65.85(S)

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 d o c u m e n ts a n d s e tt in g s \h te c d b \m y d o c u m e n ts \d m s \I

H F

O Y P

G -0

.d g

A S S

H O

W N

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

W P -1

-R -0

S C

J A

U L

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

A M

AMAM

B U I

L D I

N G

A D

M I

N I

S T

R A

T I

O N

MW-5T

E W

M W

T A

N K

T A

N K

T A

N K

T A

N K

T A

N K

T A

N K

T A

N K

T A

N K

U.S . R

OUTE

O U

P A

R K

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

E E

E M

E E

LS-2

EW-01A

MW-01A

MW-01B

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

MW-02B

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

MW-03B

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

MW-04B

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

MW-05B

EW-05C EW-05BEW-05DEW-08A

EW-08B

E W

M W

E W

D E

B E

MH-1

LS-1

MH-2MH-3MH-4MH-5MH-7

MH-8

M H

MH-20

M H

VV-1

VV-2

M H

G A

R A

G E

E W

M W

G-04

O V

E R

A L L C

D F S

E P

L A

EW-06AMW-06A

MW-06B

EW-06C EW-06BEW-06DMW-07A

MW-07B

EW-07C EW-07BEW-07D

E W

M W

EW-07A

E W

M W

EW-13A

EW-13B EW-13CMW-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-17A

EW-17B

MW-17B

EW-17A EW-18CMW-18AEW-18B

MW-18B

EW-18A

E W

D E

M W

E W

B E

E W

D E

B E

E W

B E

MH-6

M H

MH-15

MH-16

MH-17 MH-18 MH-19

WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

WWWWWWWWWWWWWWW

M W

E W

D E

C M

A E

C M

A E

C M

M W

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 d o c u m e n ts a n d s e tt in g s \h te c d b \m y d o c u m e n ts \d m s \I

H F

O Y P

G -0

.d g

A S S

H O

W N

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

W P -1

-R -0

S C

J A

U L

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 #

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"

CELL

EAST

CELL

WEST

WELL

EXTRACTION

EX. GRADIENT

WELL

MONITOR

EX. GRADIENT

MANHOLE

EX. GRADIENT

STATION (TYP)

EX. AIR MONITOR

DIKE

EX. EXTERIOR

EX. LIFT STATION #1

TOP OF DIKE

EX. RAMP TO

STRUCTURE

EX. DECANT

PAD

EX. TURNAROUND

DIKE

EX. INTERIOR

PAD

EX. CRANE

PAD

EX. STORAGE

PIPE

DISCHARGE

8" FORCE MAIN

EX. LIFT STATION

VALVE IN

EX. AIR

(TYP)

EX. HYDRANT

IN MH

EX. AIR VALVE

PIPE

DISCHARGE

8" FORCE MAIN

EX. LIFT STATION VAULT

EX. VALVE

STRUCTURE

EX. DECANT

PAD

EX. TURNAROUND

ACCESS ROAD

EX. GRAVEL

EX. 8" FORCE MAIN

PLANT PAD

EX. TREATMENT

WALL

SHEET PILE

EX. CANAL

TANK

SANITARY

EX. UNDERGROUND

PARKING LOT

EX. VISITOR

E X

(PR.)

TREATMENT PLANT

CONNECTION TO

8" BLIND FLANGE

DOCK

EX. FLOATING

OIL BOOM (PR.)

INSTALL/MAINTAIN

HOUSE

CONTROL

EX. GRADIENT

DITCH

EX. DRAINAGE

MAIN

EX. 8" FORCE

EX. LIFT STATION #2

SLURRY WALL

EX. PERIMETER

SECURITY FENCE

PERIMETER

EX. SITE

RING ROAD

EX. SITE

ACCESS ROAD

EX. DIKE

TOP OF DIKE

EX. RAMP TO

PAD

EX. CRANE

WELL (TYP)

MONITORING

EX. DIKE

POINT (TYP)

WORK LIMIT

NOTE 8)

PAD (SEE

EX. DEBRIS

OIL BOOM (PR.)

INSTALL/MAINTAIN

ENTRANCE GATE

EX. CANTILEVER

WALL

EX. ANCHOR

VALVE VAULT

EX. FORCE MAIN

CULVERT

EX. BOX

CULVERT

EX. BOX

CULVERT

EX. BOX

CULVERT

EX. BOX

BLDG./GARAGE

ADMINISTRATION

EX.

COLLECTOR PIPE

EX. 12" GRADIENT

COLLECTOR PIPE

EX. 12" GRADIENT

ALONG CANAL WALL

NO WORK AREA (DOCKING VESSELS)

(SEE NOTE 9)

WALL TIE RODS

EX. ANCHOR

VALVE VAULT

EX. 3-WAY

VALVE VAULT

EX. 3-WAY

LEGEND

LAYDOWN AREA FOR CONTRACTOR’S USE

APPROXIMATE LOCATION OF EXISTING

AREA

EX. LAYDOWN

CULVERT

EX. BOX

RINSING HYDRANT

EX. DECON

VALVE

EX. SHUT-OFF

EX. 8" DRAIN

VALVE

EX. SHUT-OFF

TRENCH DRAIN

STATION W/

EX. DECON

CELL ONLY.

7. DEBRIS TO BE PLACED IN THE WEST

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:

TO THOSE STRUCTURES.

GRADIENT SYSTEM CONTROL PANELS AND WELLS TO AVOID DAMAGE

10. CONTRACTOR SHALL TAKE PRECAUTION WHEN WORKING AROUND THE

AND SHEET PILE CANAL WALL AT THE SOUTH END OF THE SITE.

THIS AREA IS DELINEATED BETWEEN THE EAST-WEST ACCESS ROAD

VEHICLES OR STORE EQUIPMENT ON THE ANCHOR WALL TIE-RODS.

9. CONTRACTOR SHALL NOT OPERATE MACHINERY/EQUIPMENT, DRIVE

TRACKING OF MUD OR CONTAMINANTS DURING DEBRIS HANDLING.

APPROVED METHOD AT THE DEBRIS PAD TO PREVENT

MUST HOSE DOWN OR CLEAN DEBRIS/TRUCKS USING AN

SHALL BE ALLOWED OUTSIDE OF THE CDF. THE CONTRACTOR

NO OTHER DEBRIS STOCKPILES OR STORAGE AREAS

DEBRIS ONSITE WILL BE AT THE DEBRIS PAD.

8. THE ONLY PLACE THE CONTRACTOR SHALL STOCKPILE

-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)

R E

A C

H -2

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

CENTERLINE

LEGEND

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:

AREA 4 FEDERAL DREDGE AREA

D R

E D

G S

H E

E T

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 d o c u m e n ts a n d s e tt in g s \h te c d b \m y d o c u m e n ts \d m s \I

H F

O Y P

C -0

.d g

A S S

H O

W N

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

W P -1

-R -0

S C

J A

U 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

AREA 3 FEDERAL DREDGE AREA

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:

AREA 4 FEDERAL DREDGE AREA

S E

E S

H E

E T C -0

O R C

O N

U A

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 S

H E

E T

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 d o c u m e n ts a n d s e tt in g s \h te c d b \m y d o c u m e n ts \d m s \I

H F

O Y P

C -0

.d g

A S S

H O

W N

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

W P -1

-R -0

S C

J A

U L

-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

CENTERLINE

ENTERLINE

LEGEND

AREA 3 FEDERAL DREDGE AREA

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

AREA 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:

D R

E D

G S

H E

E T

N A H

A R

B O

N 2,341,726.75

E 2,855,510.31

N 2,340,614.00

E 2,855,621.49

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…

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.