Basis_of_Design_Report_Attachment_11.pdf

PDF 21 MB Posted Jul 18, 2018

Attached to: Lower Rouge River Old Canal Remedial Dredging
Solicitation number: W911XK18B0002
Issued by: Department of the Army Corps of Engineers Engineering District Detroit

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Basis of Design Report Attachment 11

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File	Type	Posted
Abstract_W911XK18B0002.pdf	PDF	Sep 4, 2018
W911XK18B0002_Amendment_0004.pdf	PDF	Aug 29, 2018
W911XK18B0002_Amendment_0003.pdf	PDF	Aug 24, 2018
W911XK18B0002_Amendment_0002.pdf	PDF	Aug 20, 2018
W911XK18B0002_Amendment_0001.pdf	PDF	Aug 14, 2018
Site_Visit_Sign-In_Sheets_W911XK18B0002.pdf	PDF	Aug 8, 2018
Register_of_Validated_Testing_Laboratories_27_July_2018.pdf	PDF	Aug 7, 2018
Register_of_Validated_Testing_Laboratories_27_July_2018.xlsx	XLSX spreadsheet	Aug 7, 2018
Basis_of_Design_Report_Attachment_8.pdf	PDF	Jul 18, 2018
Basis_of_Design_Report_Attachment_7.pdf	PDF	Jul 18, 2018
Basis_of_Design_Report_Attachment_10.pdf	PDF	Jul 18, 2018
Basis_of_Design_Report.pdf	PDF	Jul 18, 2018
Basis_of_Design_Report_Attachment_4.pdf	PDF	Jul 18, 2018
Basis_of_Design_Report_Attachment_3.pdf	PDF	Jul 18, 2018
Basis_of_Design_Report_Attachment_1.pdf	PDF	Jul 18, 2018
Basis_of_Design_Report_Attachment_5.pdf	PDF	Jul 18, 2018
Basis_of_Design_Report_Attachment_6.pdf	PDF	Jul 18, 2018
Basis_of_Design_Report_Attachment_9.pdf	PDF	Jul 18, 2018
Basis_of_Design_Report_Attachment_2.pdf	PDF	Jul 18, 2018
Drawings_-_W911XK18B0002_Part_1_of_2.pdf	PDF	Jul 18, 2018
Solicitation_W911XK18B0002_-_LRROC_Remedial_Dredging.pdf	PDF	Jul 18, 2018
Drawings_-_W911XK18B0002_Part_2_of_2.pdf	PDF	Jul 18, 2018
Specifications_-_W911XK18B0002.pdf	PDF	Jul 18, 2018

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GT-01

GT-02

LRR-HS6-UP5

LRR-HS6-X4

LRR-HS6-X5

LRROC-I

LRROC-J

LRROC-K

LRROC-PW-03

LRROC-PW-04

LRROC-PW-05

LRROC-PW-05A OC14-GT-01

OC14-GT-02

OC14-GT-10

OC14-SC-05

OC14-SC-06

OC14-SC-07

OC14-SC-08

OC14-SC-09

OC14-SC-10

OC14-SC-11

OC14-SC-12

OC14-SC-13

OC14-SC-14

OC14-SC-15

OC14-SC-16

OC14-SC-70

STB-01

OHWM

LWD

545545545

550550

560 565 570 57

5575 575

FIG 4

FIG 5

FIG 6FIG 7

FIG 8

FIG 3

S ep

5, 5:

pm rp et rie

H :\S yr ac us e1

\C A

D P ro je ct s\

R ou ge R iv er

\F ig ur es

\P er m it

D ra w in gs \F

-8

R E

M E

N P

S .d w g

PROJ. NO. DATE:

PROJ MGR:

DRAWN BY:

REVIEWED BY:

SCALE:

PREPARED BY: PREPARED FOR:

LOWER ROUGE RIVER OLD CHANNEL

ROUGE RIVER AREA OF CONCERN

DRAFT - NOT FOR CONSTRUCTION

SHEET NO . OF--- AS SHOWN

THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR USE BY UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, HONEYWELL INTERNATIONAL INC., OR HONEYWELL INTERNATIONAL INC.'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ON THE DRAWING. THE DRAWING SHALL NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FOR USE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC. ANY TRANSFER, REUSE, OR MODIFICATION TO THE DRAWING BY OTHERS, WITHOUT THE PRIOR WRITTEN EXPRESS CONSENT OF ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC., WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL

PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC.

amec foster wheeler

SEPTEMBER, 2017

DRAFT DOCUMENT

SUBJECT TO CHANGE IN WHOLE OR IN PART

PRELIMINARY DRAFT - NOT FOR CONSTRUCTION

SCALE IN FEET

30 60

N E

REMEDIATION PLAN (1 OF 6)

FIG 3

J HARRISON-RICE

B HURRY

M CARLINO

P LaROSA

NORTH

KEY PLAN

NOT TO SCALE

NORTH

PROPOSED

PERMANENT

SHEETPILE WALL

LEGEND:

EXISTING UTILITIES

NAVIGATION CHANNEL BOUNDARY

NAVIGATION CHANNEL CENTERLINE

EXISTING CONTOURS (FEET NGVD88)

(1-FOOT INTERVAL)

CORE SAMPLE

EXISTING SHEETPILE WALL

OPEN SHORELINE WITH RIPRAP OR

OTHER EROSION PROTECTION

OTHER SHORELINE INFRASTRUCTURE

DEBRIS

DREDGE AREA

LRROC-AS

556.90

PROPOSED TEMPORARY SHORING

575.37 FEET NAVD88

(ORDINARY HIGH WATER MARK)

571.27 FEET NAVD88

(LOW WATER DATUM)

BACKFILL AREA

PROPOSED PERMANENT

SHEETPILE WALL

OHWM

LWD

STRUCTURAL FILL AREA:

LENGTH: 260 FT

WIDTH: 105 FT

DEPTH: 4 FT

VOLUME: 2400 CY

VOLUME BELOW OHWM: 2400 CY

RIP RAP FOR SHEETPILE WALL

SHEETPILE WALL BACKFILL TO 581 FT

SHEETPILE WALL BACKFILL TO 582 FT

100 YEAR FLOOD PLAIN BOUNDARY

STRUCTURAL FILL AREA:

LENGTH: 190 FT

WIDTH: 70 FT

DEPTH: 4 FT

VOLUME: 2200 CY

VOLUME BELOW OHWM: 2200 CY

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GRAVEL SURFACE

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TOP OF BANK

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CONC WALL

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METAL WALL

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HEADWALL

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CONC. PAD

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CHAIN LINK FENCE

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(CONCRETE)

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B.M. #203 ELEV=583.52

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WALL

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WALL

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WALL

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CONCRETE

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CONCRETE

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WALL

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OVERHEAD PIPES

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MOORING

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CONVEYOR

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CONCRETE

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PARKING

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NO.

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ISSUE/DESCRIPTION

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DATE

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APPROVED:

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APPROVED:

AutoCAD SHX Text 1+00

GT-03

GT-04

GT-05

GT-05B

GT-05C

LRR-HS6-UP1

LRR-HS6-UP2

LRR-HS6-UP3

LRR-HS6-UP4

LRR-HS6-X1

LRR-HS6-X2

LRR-HS6-X3

LRROC-L

LRROC-M

LRROC-N

LRROC-O

LRROC-P

LRROC-PW-05A

LRROC-PW-06

LRROC-PW-06A

LRROC-PW-07

LRROC-Q

LRROC-R

LRROC-S

OC14-GT-03

OC14-GT-04

OC14-GT-11

OC14-SC-14

OC14-SC-15

OC14-SC-16

OC14-SC-17

OC14-SC-18

OC14-SC-19

OC14-SC-20

OC14-SC-21

OC14-SC-22

OC14-SC-23

OC14-SC-24

OC14-SC-25

OC14-SC-26

STB-02

STB-03

STB-03B

STB-04

STB-06

STB-06B

OHWMOHWM

OHWM

LWD

REVISED

56056 5565565

575575575

575575

FIG 4

FIG 5

FIG 6FIG 7

FIG 8

FIG 3

S ep

5, 5:

pm rp yr ac us e1

\C A

D P ro je ct s\

R ou ge R iv er

\F ig ur es

\P er m it

D ra w in gs \F

-8

R E

M E

N P

S .d w g

PROJ. NO. DATE:

PROJ MGR:

DRAWN BY:

REVIEWED BY:

SCALE:

PREPARED BY: PREPARED FOR:

LOWER ROUGE RIVER OLD CHANNEL

ROUGE RIVER AREA OF CONCERN

DRAFT - NOT FOR CONSTRUCTION

SHEET NO . OF--- AS SHOWN

PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC.

amec foster wheeler

SEPTEMBER, 2017

DRAFT DOCUMENT

SUBJECT TO CHANGE IN WHOLE OR IN PART

PRELIMINARY DRAFT - NOT FOR CONSTRUCTION

SCALE IN FEET

30 60

NORTH

N E

REMEDIATION PLAN (2 OF 6)

FIG 4

J HARRISON-RICE

B HURRY

M CARLINO

P LaROSA

N E

KEY PLAN

NOT TO SCALE NORTH

PROPOSED

PERMANENT

SHEETPILE WALL

LEGEND:

EXISTING UTILITIES

NAVIGATION CHANNEL BOUNDARY

NAVIGATION CHANNEL CENTERLINE

EXISTING CONTOURS (FEET NGVD88)

(1-FOOT INTERVAL)

RIPARIAN TERRESTRIAL VEGETATION

SUBMERGED AQUATIC VEGETATION

CORE SAMPLE

OPEN SHORELINE WITH RIPRAP OR

OTHER EROSION PROTECTION

DOCK

OTHER SHORELINE INFRASTRUCTURE

DEBRIS

DREDGE AREA

LRROC-AS

556.90

EMERGENT AQUATIC VEGETATION

OHWM

LWD

575.37 FEET NAVD88

(ORDINARY HIGH WATER MARK)

571.27 FEET NAVD88

(LOW WATER DATUM)

PROPOSED PERMANENT

SHEETPILE WALL

EXISTING FENDER

PILE SYSTEM

UTILITY 7

UTILITY 6

UTILITY 10

UTILITY 14a

UTILITY 15

UTILITY 14b

RIP RAP FOR SHEETPILE WALL

SHEETPILE WALL BACKFILL TO 581 FT

SHEETPILE WALL BACKFILL TO 582 FT

100 YEAR FLOOD PLAIN BOUNDARY

25 FT UTILITY OFFSET

STRUCTURAL FILL AREA:

LENGTH: 147 FT

WIDTH: 43 FT

DEPTH: 3 FT

VOLUME: 400 CY

VOLUME BELOW OHWM: 400 CY

STRUCTURAL FILL AREA:

LENGTH: 59 FT

WIDTH: 67 FT

DEPTH: 4 FT

VOLUME: 400 CY

VOLUME BELOW OHWM: 400 CY

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TOP OF BANK

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TOP OF BANK

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CONC WALL

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HEADWALL

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CHAIN LINK FENCE

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B.M. #202 ELEV=586.88

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RAILROAD

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BRIDGE

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CONCRETE CIRCLE CUTOUTS

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PARKING

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PARKING

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PARKING

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PARKING

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PARKING

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PARKING

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PARKING

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PARKING

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PIPE

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BULKHEAD

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PILINGS

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PILINGS

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PILINGS

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WALL

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PIPE

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DOCK

AutoCAD SHX Text

PIPE

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PIPE

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PILINGS

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PILINGS

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WALL

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CONC.

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OVERHEAD PIPES

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CONCRETE

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PARKING

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PARKING

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SUBMERGED CABLE AT -30

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APPROXIMATE LOCATION

AutoCAD SHX Text

NO.

AutoCAD SHX Text

ISSUE/DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED:

AutoCAD SHX Text

APPROVED:

GT-05

GT-05B

GT-05C

GT-06

LRR-HS6-A

LRR-HS6-B

LRR-HS6-C

LRR-HS6-D

LRR-HS6-DOWN2

LRR-HS6-E

LRR-HS6-F

LRR-HS6-G

LRR-HS6-UP1

LRROC-PW-08

LRROC-PW-09

LRROC-T

LRROC-U

LRROC-V

LRROC-W

LRROC-X

LRROC-Y

OC14-GT-05

OC14-GT-06

OC14-GT-07

OC14-GT-12

OC14-SC-26

OC14-SC-27

OC14-SC-28

OC14-SC-29

OC14-SC-30

OC14-SC-31

OC14-SC-32

OC14-SC-33

RRSS-05-07

RRSS-06-07

RRSS-06b-07

RRSS-06c-07

STB-05

STB-07A

OHWM

LWD

570570570570570570

575575

FIG 4

FIG 5

FIG 6FIG 7

FIG 8

FIG 3

S ep

5, 5:

pm rp yr ac us e1

\C A

D P ro je ct s\

R ou ge R iv er

\F ig ur es

\P er m it

D ra w in gs \F

-8

R E

M E

N P

S .d w g

PROJ. NO. DATE:

PROJ MGR:

DRAWN BY:

REVIEWED BY:

SCALE:

PREPARED BY: PREPARED FOR:

LOWER ROUGE RIVER OLD CHANNEL

ROUGE RIVER AREA OF CONCERN

DRAFT - NOT FOR CONSTRUCTION

SHEET NO . OF--- AS SHOWN

PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC.

amec foster wheeler

SEPTEMBER, 2017

DRAFT DOCUMENT

SUBJECT TO CHANGE IN WHOLE OR IN PART

PRELIMINARY DRAFT - NOT FOR CONSTRUCTION

SCALE IN FEET

30 60

NORTH

N E

REMEDIATION PLAN (3 OF 6)

FIG 5

J HARRISON-RICE

B HURRY

M CARLINO

P LaROSA

N E

KEY PLAN

NOT TO SCALE NORTH

PROPOSED

TEMPORARY

SHEETPILE WALL

PROPOSED

PERMANENT

SHEETPILE WALL

LEGEND:

EXISTING UTILITIES

NAVIGATION CHANNEL BOUNDARY

NAVIGATION CHANNEL CENTERLINE

EXISTING CONTOURS (FEET NGVD88)

(1-FOOT INTERVAL)

RIPARIAN TERRESTRIAL VEGETATION

SUBMERGED AQUATIC VEGETATION

CORE SAMPLE

EXISTING SHEETPILE WALL

OPEN SHORELINE WITH RIPRAP OR

OTHER EROSION PROTECTION

DOCK

OTHER SHORELINE INFRASTRUCTURE

DEBRIS

DREDGE AREA

LRROC-AS

556.90

EMERGENT AQUATIC VEGETATION

PROPOSED TEMPORARY SHORING

575.37 FEET NAVD88

(ORDINARY HIGH WATER MARK)

571.27 FEET NAVD88

(LOW WATER DATUM)

BACKFILL AREA

PROPOSED PERMANENT

SHEETPILE WALL

OHWM

LWD

PROPOSED CONTRACTOR WATER ACCESS AREA.

TEMPORARY MOORING STUCTURES TO BE

INSTALLED, IF REQUIRED FOR CONTRACTOR

ACCESS TO THE WATER. ALL MOORING

STRUCTURES IN THIS AREA ARE TEMPORARY AND

WILL BE REMOVED AT COMPLETION OF PROJECT.

UTILITY 18

UTILITY 22

UTILITY 24

UTILITY 28

STRUCTURAL FILL AREA:

LENGTH: 181 FT

WIDTH: 19 FT

DEPTH: 5 FT

VOLUME: 500 CY

VOLUME BELOW OHWM: 500 CY

RIP RAP FOR SHEETPILE WALL

SHEETPILE WALL BACKFILL TO 581 FT

100 YEAR FLOOD PLAIN BOUNDARY

25 FT UTILITY OFFSET

STRUCTURAL FILL AREA:

LENGTH: 70 FT

WIDTH: 40 FT

DEPTH: 4 FT

VOLUME: 300 CY

VOLUME BELOW OHWM: 300 CY

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GROUNDWATER TREATMENT FACILITY

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LOWER ROUGE RIVER OLD CHANNEL

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ELECTRIC MANHOLE MH RIM = 581.88

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ELECTRIC MANHOLE MH RIM = 81.03

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TOP OF BANK

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CONC WALL

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CONC WALL

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CONC WALL

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CONC WALL

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(CONCRETE)

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B.M. #200 ELEV=580.63

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TANK (N.F.L.)

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WOOD DOCK

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TOP OF BANK

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OLD TANK 544 FOUNDATIONS

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OPEN STORAGE

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OPEN STORAGE

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OPEN STORAGE

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PARKING

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PILINGS

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PILINGS

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PILINGS

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PIER

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PIPE

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PIPE

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CONVEYOR

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CONC.

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OVERHEAD ELEC.

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SOLVAY PROCESS CO.

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SUBMERGED CABLE AT -24'

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SUBMERGED CABLE AT -31'

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PAUL

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APPROXIMATE LOCATION

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APPROXIMATE LOCATION

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NO.

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ISSUE/DESCRIPTION

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DATE

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APPROVED:

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APPROVED:

GT-07GT-07A

LRR-HS6-DOWN1

LRR-HS6-DOWN2

LRROC-AA

LRROC-AB

LRROC-AC

LRROC-AT

LRROC-PW-10

LRROC-PW-11

LRROC-PW-12

LRROC-Z

LRR-ZIC-D

OC14-GT-07

OC14-GT-09

OC14-GT-13

OC14-GT-14

OC14-GT-15

OC14-SC-34

OC14-SC-35

OC14-SC-36

OC14-SC-37

OC14-SC-38

OC14-SC-39

OC14-SC-40

OC14-SC-41

OC14-SC-42

OC14-SC-43

OC14-SC-71

STB-08

OHWM

OHW

LWD

550550

555555

560560

5565565

570570

570570570

575575

37+23

37+23'

35+32

35+32'

FIG 4

FIG 5

FIG 6FIG 7

FIG 8

FIG 3

S ep

5, 5:

pm rp yr ac us e1

\C A

D P ro je ct s\

R ou ge R iv er

\F ig ur es

\P er m it

D ra w in gs \F

-8

R E

M E

N P

S .d w g

PROJ. NO. DATE:

PROJ MGR:

DRAWN BY:

REVIEWED BY:

SCALE:

PREPARED BY: PREPARED FOR:

LOWER ROUGE RIVER OLD CHANNEL

ROUGE RIVER AREA OF CONCERN

DRAFT - NOT FOR CONSTRUCTION

SHEET NO . OF--- AS SHOWN

PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC.

amec foster wheeler

SEPTEMBER, 2017

DRAFT DOCUMENT

SUBJECT TO CHANGE IN WHOLE OR IN PART

PRELIMINARY DRAFT - NOT FOR CONSTRUCTION

SCALE IN FEET

30 60

NORTH

N E

REMEDIATION PLAN (4 OF 6)

FIG 6

J HARRISON-RICE

B HURRY

M CARLINO

P LaROSA

N E

KEY PLAN

NOT TO SCALE NORTH

PROPOSED

TEMPORARY

SHEETPILE WALL

PROPOSED

PERMANENT

SHEETPILE WALL

DREDGE AND CAP AREA

LEGEND:

EXISTING UTILITIES

NAVIGATION CHANNEL BOUNDARY

NAVIGATION CHANNEL CENTERLINE

EXISTING CONTOURS (FEET NGVD88)

(1-FOOT INTERVAL)

RIPARIAN TERRESTRIAL VEGETATION

SUBMERGED AQUATIC VEGETATION

CORE SAMPLE

OPEN SHORELINE WITH RIPRAP OR

OTHER EROSION PROTECTION

DEBRIS

DREDGE AREA

LRROC-AS

556.90

EMERGENT AQUATIC VEGETATION

PROPOSED TEMPORARY SHORING

575.37 FEET NAVD88

(ORDINARY HIGH WATER MARK)

571.27 FEET NAVD88

(LOW WATER DATUM)

BACKFILL AREA

PROPOSED PERMANENT

SHEETPILE WALL

OHWM

LWD

STRUCTURAL FILL AREA:

LENGTH: 153 FT

WIDTH: 59 FT

DEPTH: 7 FT

VOLUME: 1200 CY

VOLUME BELOW OHWM: 1200 CY

CAP AREA 1:

MAXIMUM LENGTH: 360 FT

MAXIMUM WIDTH: 120 FT

DEPTH: 4.0 FT

TOTAL VOLUME: 5000 CY

VOLUME BELOW OHWM: 5000 CY

VOLUME OF RIPRAP: 2800 CY

RIP RAP FOR SHEETPILE WALL

SHEETPILE WALL BACKFILL TO 581 FT

100 YEAR FLOOD PLAIN BOUNDARY

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WALL

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WALL

AutoCAD SHX Text T

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(INTAKE)

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GATE

AutoCAD SHX Text 27-A

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OPEN STORAGE

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WALL

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OPEN STORAGE

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OPEN STORAGE

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SLAB

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APPROXIMATE LOCATION

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NO.

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ISSUE/DESCRIPTION

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DATE

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APPROVED:

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APPROVED:

GT-08

LRROC-AC

LRROC-AD

LRROC-AE

LRROC-G

LRROC-PW-13

LRROC-PW-13A

LRROC-PW-14

LRR-ZIC-D

OC14-SC-43

OC14-SC-44

OC14-SC-45

OC14-SC-46

OC14-SC-47

OC14-SC-48

OC14-SC-49

OC14-SC-50

RRSS-03-07

RRSS-04-07

STB-08

STB-09

STB-10

OHWM

LWD

545 545

55055

565565565

5565565

37+23'

FIG 4

FIG 5

FIG 6FIG 7

FIG 8

FIG 3

S ep

5, 5:

pm rp yr ac us e1

\C A

D P ro je ct s\

R ou ge R iv er

\F ig ur es

\P er m it

D ra w in gs \F

-8

R E

M E

N P

S .d w g

PROJ. NO. DATE:

PROJ MGR:

DRAWN BY:

REVIEWED BY:

SCALE:

PREPARED BY: PREPARED FOR:

LOWER ROUGE RIVER OLD CHANNEL

ROUGE RIVER AREA OF CONCERN

DRAFT - NOT FOR CONSTRUCTION

SHEET NO . OF--- AS SHOWN

PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC.

amec foster wheeler

SEPTEMBER, 2017

DRAFT DOCUMENT

SUBJECT TO CHANGE IN WHOLE OR IN PART

PRELIMINARY DRAFT - NOT FOR CONSTRUCTION

SCALE IN FEET

30 60

NORTH

N E

REMEDIATION PLAN (5 OF 6)

FIG 7

J HARRISON-RICE

B HURRY

M CARLINO

P LaROSA

KEY PLAN

NOT TO SCALE NORTH

LEGEND:

EXISTING UTILITIES

NAVIGATION CHANNEL BOUNDARY

NAVIGATION CHANNEL CENTERLINE

EXISTING CONTOURS (FEET NGVD88)

(1-FOOT INTERVAL)

RIPARIAN TERRESTRIAL VEGETATION

SUBMERGED AQUATIC VEGETATION

CORE SAMPLE

OPEN SHORELINE WITH RIPRAP OR

OTHER EROSION PROTECTION

OTHER SHORELINE INFRASTRUCTURE

DEBRIS

DREDGE AREA

LRROC-AS

556.90

EMERGENT AQUATIC VEGETATION

575.37 FEET NAVD88

(ORDINARY HIGH WATER MARK)

571.27 FEET NAVD88

(LOW WATER DATUM)

BACKFILL AREA

OHWM

LWD

UTILITY 38

UTILITY 39

100 YEAR FLOOD PLAIN BOUNDARY

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TOWER

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WALL

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GATE

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PIER

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BULKHEAD

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BULKHEAD

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BULKHEAD

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CONCRETE

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CONCRETE

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PILINGS

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PILINGS

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PILINGS

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CONCRETE

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TOWER

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WRECK

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WEST JEFFERSON AVE.

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SUBMERGED CABLE

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SUBMERGED CABLE

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NO.

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ISSUE/DESCRIPTION

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DATE

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APPROVED:

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APPROVED:

GT-09

LRROC-AI

LRROC-AJ

LRROC-AM

LRROC-PW-16

LRR-ZIC-E

OC14-GT-16

OC14-SC-57

OC14-SC-58

OC14-SC-59

OC14-SC-60

OC14-SC-61

OC14-SC-62

O H

W M

O H

W M

O H

W M

O H

W M

O H

W M

O H

W M

LWD

57+84

57+84'

61+88

61+88'

FIG 4

FIG 5

FIG 6FIG 7

FIG 8

FIG 3

S ep

5, 5:

pm rp yr ac us e1

\C A

D P ro je ct s\

R ou ge R iv er

\F ig ur es

\P er m it

D ra w in gs \F

-8

R E

M E

N P

S .d w g

PROJ. NO. DATE:

PROJ MGR:

DRAWN BY:

REVIEWED BY:

SCALE:

PREPARED BY: PREPARED FOR:

LOWER ROUGE RIVER OLD CHANNEL

ROUGE RIVER AREA OF CONCERN

DRAFT - NOT FOR CONSTRUCTION

SHEET NO . OF--- AS SHOWN

PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC.

amec foster wheeler

SEPTEMBER, 2017

DRAFT DOCUMENT

SUBJECT TO CHANGE IN WHOLE OR IN PART

PRELIMINARY DRAFT - NOT FOR CONSTRUCTION

SCALE IN FEET

30 60

NORTH

REMEDIATION PLAN (6 OF 6)

FIG 8

J HARRISON-RICE

B HURRY

M CARLINO

P LaROSA

KEY PLAN

NOT TO SCALE NORTH

PROPOSED

TEMPORARY

SHEETPILE WALL

DREDGE AND CAP AREA

LEGEND:

EXISTING UTILITIES

NAVIGATION CHANNEL BOUNDARY

NAVIGATION CHANNEL CENTERLINE

EXISTING CONTOURS (FEET NGVD88)

(1-FOOT INTERVAL)

RIPARIAN TERRESTRIAL VEGETATION

SUBMERGED AQUATIC VEGETATION

CORE SAMPLE

EXISTING SHEETPILE WALL

OPEN SHORELINE WITH RIPRAP OR

OTHER EROSION PROTECTION

DOCK

DEBRIS

DREDGE AREA

LRROC-AS

556.90

EMERGENT AQUATIC VEGETATION

PROPOSED TEMPORARY SHORING

575.37 FEET NAVD88

(ORDINARY HIGH WATER MARK)

571.27 FEET NAVD88

(LOW WATER DATUM)

BACKFILL AREA

OHWM

LWD

DREDGE AREA C:

MAXIMUM LENGTH: 200 FT

MAXIMUM WIDTH: 65 FT

DREDGE DEPTH 4 FT

DREDGE VOLUME: 2100 CY

VOLUME BELOW OHWM: 2100 CY

STRUCTURAL FILL :

LENGTH: 235 FT

WIDTH: 56 FT

DEPTH: 4 FT

TOTAL VOLUME: 1600 CY

VOLUME BELOW OHWM: 1600 CY

DREDGE AREA B:

MAXIMUM LENGTH: 128 FT

MAXIMUM WIDTH: 60 FT

DREDGE DEPTH 8 FT

DREDGE VOLUME: 1700 CY

VOLUME BELOW OHWM: 1700 CY

CAP AREA 2:

MAXIMUM LENGTH: 90 FT

MAXIMUM WIDTH: 36 FT

DEPTH: 5.25 FT

TOTAL VOLUME: 800 CY

VOLUME BELOW OHWM: 800 CY

VOLUME OF RIPRAP: 500 CY

100 YEAR FLOOD PLAIN BOUNDARY

STRUCTURAL FILL AREA:

LENGTH: 128 FT

WIDTH: 17 FT

DEPTH: 8 FT

VOLUME: 500 CY

VOLUME BELOW OHWM: 500 CY

PROPOSED

TEMPORARY

SHEETPILE WALL

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WALL

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WALL

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PIPE

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SLAB

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SLAB

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PIER

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PIER

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PILING

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PIPE

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PARKING

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PARKING

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SPOIL AREA

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NO.

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ISSUE/DESCRIPTION

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DATE

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APPROVED:

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APPROVED:

El ev at io n in

F ee t

Horizontal Distance in Feet 1x Vertical Exaggeration

7+80-7+80'

0 20 40 60 80 100 120 140 160 180 200 220 240

7+80 7+80'

3H:1V 5H:1V

(MAX.)

DU-1

Structural Fill Area

AUTHORIZED NAVIGATION CHANNEL

LWD = 571.27 FT NAVD88

OHWM = 575.37 FT NAVD88

NAVIGATION CHANNEL = 546.27 FT NAVD88

EXTENT OF SLOT DREDGING TO AVOID

DESTABILIZATION OF EXISTING SHEET PILE WALL

3H:1V

Required Dredge Grade Line

Existing sheet pile Wall (NTS)

Authorized Channel Sideslope (2H:1V)

Existing Bathymetry

Zug Island Bulkhead (NTS)

El ev at io n in

F ee t

Horizontal Distance in Feet 1x Vertical Exaggeration

25+79-25+79'

0 20 40 60 80 100 120 140 160 180 200 220 240

3H:1V

DU-23 DU-24

Former Detroit Tar Property

Structural Fill Area

LWD = 571.27 FT NAVD88

OHWM = 575.37 FT NAVD88

NAVIGATION CHANNEL = 553.27 FT NAVD88

AUTHORIZED NAVIGATION CHANNEL

Required Dredge Grade Line

Permanent sheet pile Wall

Proposed Temporary sheet pile Wall (NTS)

Scour Protection

Existing Bathymetry

Existing Zug Island Open Shoreline with Rip Rap/Erosion Protection/Debris

Permanent sheet pile Wall Backfill to 581 ft

Authorized Channel

Sideslope (2H:1V)

Authorized Channel Sideslope (2H:1V)

Existing Open Shoreline with Rip Rap/Erosion Protection/Debris

Existing Bathymetry

M ar

4, :2 1a m b hu rry yr ac us e1 \C

P ro je ct s\

R ou ge R iv er

\F ig ur es

\P er m it

D ra w in gs \F

-1

- R

N C

R O

O N

dw g

SCALE IN FEET

10 20

REMEDIATION CROSS

SECTIONS 7+80 AND 25+79

FIG 9

J HARRISON-RICE

B HURRY

M CARLINO

P LaROSA

SCALE:

SECTION25+79

FIG 5 1" = 10'

SCALE:

SECTION7+80

FIG 3 1" = 10'

LEGEND:

EXISTING BATHYMETRY

PROPOSED DREDGE DESIGN

ALLOWABLE OVERDREDGE (0.5 FT)

NAVIGATION CHANNEL

PROPOSED DREDGE REMOVAL

STRUCTURAL FILL AREA

NOTE:

Temporary sheetpile wall shown for illustrative purposes only.

PROJ. NO. DATE:

PROJ MGR:

DRAWN BY:

REVIEWED BY:

SCALE:

PREPARED BY: PREPARED FOR:

LOWER ROUGE RIVER OLD CHANNEL

ROUGE RIVER AREA OF CONCERN

DRAFT - NOT FOR CONSTRUCTION

SHEET NO . OF--- AS SHOWN

PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC.

amec foster wheeler

JANUARY, 2018

DRAFT DOCUMENT

SUBJECT TO CHANGE IN WHOLE OR IN PART

PRELIMINARY DRAFT - NOT FOR CONSTRUCTION

AutoCAD SHX Text

NO.

AutoCAD SHX Text

ISSUE/DESCRIPTION

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DATE

AutoCAD SHX Text

APPROVED:

at io n in

F ee t

Horizontal Distance in Feet 1x Vertical Exaggeration

35+32-35+32'

0 20 40 60 80 100 120 140 160 180 200 220 240

LIMIT OF CAP 1

3H:1V

DU-34

NAVIGATION CHANNEL = 554.27 FT NAVD88

LWD = 571.27 FT NAVD88

OHWM = 575.37 FT NAVD88

AUTHORIZED NAVIGATION CHANNEL

Existing Water Intake Structure Headwall

(NTS)

Required Dredge Grade Line

Authorized Channel Sideslope (2H:1V)Authorized Channel

Sideslope (2H:1V)

Existing Zug Island Open Shoreline with Rip Rap/Erosion Protection/Debris

Existing Bathymetry

El ev at io n in

F ee t

Horizontal Distance in Feet 1x Vertical Exaggeration

37+23-37+23'

0 20 40 60 80 100 120 140 160 180 200 220 240

3H:1V

DU-35 DU-36

Structural Fill Area

NAVIGATION CHANNEL = 554.27 FT NAVD88

LWD = 571.27 FT NAVD88

OHWM = 575.37 FT NAVD88

AUTHORIZED NAVIGATION CHANNEL

Proposed Temporary sheet pile Wall (NTS)

Required Dredge Grade Line

Authorized Channel Sideslope (2H:1V)

Existing Bathymetry

Existing Zug Island Open Shoreline with Rip Rap/Erosion Protection/Debris

Existing Open Shoreline with Rip Rap/Erosion Protection/Debris

M ar

4, :2 1a m b yr ac us e1 \C

P ro je ct s\

R ou ge R iv er

\F ig ur es

\P er m it

D ra w in gs \F

-1

- R

N C

R O

O N

dw g

SCALE IN FEET

10 20

REMEDIATION CROSS

SECTIONS 35+32 AND 37+23

FIG 10

J HARRISON-RICE

B HURRY

M CARLINO

P LaROSA

SCALE:

SECTION35+32

FIG 6 1" = 10'

LEGEND:

EXISTING BATHYMETRY

PROPOSED DREDGE DESIGN

ALLOWABLE OVERDREDGE (0.5 FT)

NAVIGATION CHANNEL

PROPOSED DREDGE REMOVAL

PROPOSED CAP AREA

STRUCTURAL FILL AREA

NOTE:

Temporary sheetpile wall shown for illustrative purposes only.

SCALE:

SECTION37+23

FIG 6 1" = 10'

PROJ. NO. DATE:

PROJ MGR:

DRAWN BY:

REVIEWED BY:

SCALE:

PREPARED BY: PREPARED FOR:

LOWER ROUGE RIVER OLD CHANNEL

ROUGE RIVER AREA OF CONCERN

DRAFT - NOT FOR CONSTRUCTION

SHEET NO . OF--- AS SHOWN

PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC.

amec foster wheeler

JANUARY, 2018

DRAFT DOCUMENT

SUBJECT TO CHANGE IN WHOLE OR IN PART

PRELIMINARY DRAFT - NOT FOR CONSTRUCTION

AutoCAD SHX Text

NO.

AutoCAD SHX Text

ISSUE/DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED:

at io n in

F ee t

Horizontal Distance in Feet 1x Vertical Exaggeration

57+84-57+84'

0 20 40 60 80 100 120 140 160 180 200 220 240

3H:1V 3H:1V

LIMIT OF CAP 2

DU-41

Structural Fill Area

LWD = 571.27 FT NAVD88

OHWM = 575.37 FT NAVD88

NAVIGATION CHANNEL = 550.27 FT NAVD88

AUTHORIZED NAVIGATION CHANNEL Approx. Existing Concrete Plant Wall

Location (NTS)

Required Dredge Grade Line

Proposed Temporary sheet pile Wall (NTS)

Authorized Channel Sideslope (2H:1V)

Existing Bathymetry

Existing Zug Island Open Shoreline with Rip Rap/Erosion Protection/Debris

El ev at io n in

F ee t

Horizontal Distance in Feet 1x Vertical Exaggeration

61+88-61+88'

0 20 40 60 80 100 120 140 160 180 200 220 240

3H:1V

DU-42

LWD = 571.27 FT NAVD88

OHWM = 575.37 FT NAVD88

NAVIGATION CHANNEL = 550.27 FT NAVD88

AUTHORIZED NAVIGATION CHANNEL

Required Dredge

Grade Line

Approx. Existing Concrete Plant Wall

Location (NTS) Proposed Temporary sheet pile Wall (NTS)

Authorized Channel Sideslope (2H:1V)

Structural Fill Area

Existing Zug Island Open Shoreline with Rip Rap/Erosion Protection/Debris

Existing Bathymetry

M ar

4, :2 1a m b yr ac us e1 \C

P ro je ct s\

R ou ge R iv er

\F ig ur es

\P er m it

D ra w in gs \F

-1

- R

N C

R O

O N

dw g

SCALE IN FEET

10 20

REMEDIATION CROSS

SECTIONS 57+84 AND 61+88

FIG 11

J HARRISON-RICE

B HURRY

M CARLINO

P LaROSA

LEGEND:

EXISTING BATHYMETRY

PROPOSED DREDGE DESIGN

ALLOWABLE OVERDREDGE (0.5 FT)

NAVIGATION CHANNEL

PROPOSED DREDGE REMOVAL

PROPOSED CAP AREA

STRUCTURAL FILL AREA

SCALE:

SECTION57+84

FIG 8 1" = 10'

NOTE:

Temporary sheetpile wall shown for illustrative purposes only.

SCALE:

SECTION61+88

FIG 8 1" = 10'

PROJ. NO. DATE:

PROJ MGR:

DRAWN BY:

REVIEWED BY:

SCALE:

PREPARED BY: PREPARED FOR:

LOWER ROUGE RIVER OLD CHANNEL

ROUGE RIVER AREA OF CONCERN

DRAFT - NOT FOR CONSTRUCTION

SHEET NO . OF--- AS SHOWN

PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC.

amec foster wheeler

JANUARY, 2018

DRAFT DOCUMENT

SUBJECT TO CHANGE IN WHOLE OR IN PART

PRELIMINARY DRAFT - NOT FOR CONSTRUCTION

AutoCAD SHX Text

NO.

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ISSUE/DESCRIPTION

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DATE

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APPROVED:

OHWM

OHW

LWD

LWD 550

560560

565 565

556556

FLOAT

D M

O O

O L

S ep

5, 5:

pm rp yr ac us e1

\C A

D P ro je ct s\

R ou ge R iv er

\F ig ur es

\P er m it

D ra w in gs \F

- R

E S

U S

P E

N S

C O

O L

N .d w g

PROJ. NO. DATE:

PROJ MGR:

DRAWN BY:

REVIEWED BY:

SCALE:

PREPARED BY: PREPARED FOR:

LOWER ROUGE RIVER OLD CHANNEL

ROUGE RIVER AREA OF CONCERN

DRAFT - NOT FOR CONSTRUCTION

SHEET NO . OF--- AS SHOWN

PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC.

amec foster wheeler

SEPTEMBER, 2017

DRAFT DOCUMENT

SUBJECT TO CHANGE IN WHOLE OR IN PART

PRELIMINARY DRAFT - NOT FOR CONSTRUCTION

SCALE IN FEET

30 60

NORTH

RESUSPENSION CONTROL

PLAN

FIG 12

J HARRISON-RICE

B HURRY

M CARLINO

P LaROSA

KEY PLAN

NOT TO SCALE NORTH

APPROXIMATE LOCATION OF

PROPOSED PERMANENT

SHEETPILE WALL

STAND-ALONE PERMEABLE

TURBIDITY CURTAIN FOR

MODIFIED MOBILE

RESUSENSION SYSTEM ONLY

SEDIMENT TRANSPORT SCOW

SPILL CONTROL

ENCLOSED MOON POOL

MOBILE RESUSPENSION

CONTROL SYSTEM

OMNISOURCE

CORPORATION

TYPICAL WATER QUALITY

MONITORING BUOY

NOT TO SCALE

NOTES:

1. WATER QUALITY STATIONS WILL BE PLACED OUTSIDE THE LIMITS OF THE

NAVIGATION CHANNEL.

EYEBOLT

NAVIGATION

LIGHT

EXISTING SEDIMENT BOTTOM

CONCRETE BLOCK

SONDE

ANCHOR CHAIN

(SEE NOTE 2)

ANCHORING

SYSTEM

AK STEEL

GENERAL LOCATION OF INTAKE PROTECTION

BARRIER. BARRIER TO BE ANCHORED WITH

BOTTOM ANCHORS OR BE STEEL-PILE SUPPORTED

AS DETERMINED BY THE CONTRACTOR

FIG 14

FIG 13

DREDGE AND CAP AREA

LEGEND:

NAVIGATION CHANNEL BOUNDARY

NAVIGATION CHANNEL CENTERLINE

EXISTING CONTOURS (FEET NGVD88)

(1-FOOT INTERVAL)

DEBRIS

PROPOSED TEMPORARY SHORING

575.37 FEET NAVD88

(ORDINARY HIGH WATER MARK)

571.27 FEET NAVD88

(LOW WATER DATUM)

STRUCTURAL FILL AREA

PROPOSED PERMANENT

SHEETPILE WALL

OHWM

LWD

WHEN CLOSE TO THE SHORELINE, THE

DREDGE WILL WORK OFF THE BACK

OF THE MOON-POOL SYSTEM AND THE

STAND-ALONE TURBIDITY CURTAINS

WILL PROVIDE CONTAINMENT FROM

THE BARGE TO THE SHORELINE.

EXAMPLE DOWN-STREAM

"NEAR-FIELD" WATER QUALITY

MONITORING BUOY LOCATION.

BUOY WILL REMAIN OUTSIDE OF

NAVIGATION CHANNEL.

EXAMPLE DOWN-STREAM

"FAR-FIELD" WATER QUALITY

MONITORING BUOY LOCATION.

BUOY WILL REMAIN OUTSIDE OF

NAVIGATION CHANNEL. WHEN AWAY FROM THE

SHORELINE, THE DREDGE WILL

WORK THROUGH THE MOON-POOL.

EXAMPLE UP-STREAM

"BACKGROUND" WATER QUALITY

MONITORING BUOY LOCATION

NOTE:

Turbidity monitoring buoys will be deployed outside of the navigation channel and will be moved as necessary to remain at the required distances from the work area.

INTAKE PROTECTION BARRIER (IPB)

WEST END SECTION

EAST END SECTION

FIG 14

EXAMPLE LOCATION OF WATER

QUALITY MONITORING BUOY

UPSTREAM OF WATER INTAKE.

BUOY WILL REMAIN OUTSIDE OF

NAVIGATION CHANNEL.

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WALL

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WALL

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(INTAKE)

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GATE

AutoCAD SHX Text 27-A

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OPEN STORAGE

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WALL

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OPEN STORAGE

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OPEN STORAGE

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SLAB

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APPROXIMATE LOCATION

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NO.

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ISSUE/DESCRIPTION

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DATE

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APPROVED:

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APPROVED:

S ep

5, 5:

pm rp yr ac us e1

\C A

D P ro je ct s\

R ou ge R iv er

\F ig ur es

\P er m it

D ra w in gs \F

-1

E S

U S

P E

N S

C O

O L.

dw g

PROJ. NO. DATE:

PROJ MGR:

DRAWN BY:

REVIEWED BY:

SCALE:

PREPARED BY: PREPARED FOR:

LOWER ROUGE RIVER OLD CHANNEL

ROUGE RIVER AREA OF CONCERN

DRAFT - NOT FOR CONSTRUCTION

SHEET NO . OF--- AS SHOWN

PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC.

amec foster wheeler

SEPTEMBER, 2017

DRAFT DOCUMENT

SUBJECT TO CHANGE IN WHOLE OR IN PART

PRELIMINARY DRAFT - NOT FOR CONSTRUCTION

NORTH

RESUSPENSION CONTROL

DETAILS (1 OF 2)

FIG 13

J HARRISON-RICE

B HURRY

M CARLINO

P LaROSA

NOTES:

1. SECURE NON-FLOAT PERMEABLE AND IMPERMEABLE TURBIDITY CURTAINS TO

MODULAR BARGE SYSTEM AS DETAILED HEREIN. PLACE CHAINS OR EQUIVALENT OFF

BARGE ALONG THE INNER AND OUTER EDGE OF TURBIDITY CURTAINS TO MINIMIZE

BILLOWING OF CURTAINS INTO THE MOONPOOL.

2. EXACT SIZE, CONFIGURATION, AND QUANTITY OF THE MOBILE RESUSPENSION

CONTROL SYSTEMS SHALL BE DETERMINED BY CONTRACTOR.

3. SECURE SORBENT BOOMS TO THE INNER AND OUTER EDGE OF THE MODULAR BARGE

SYSTEM TO ABSORB POTENTIAL SHEEN AND FLOATING NAPL.

4. PLACE SPILL APRON BETWEEN MODULAR BARGE SYSTEM AND SEDIMENT TRANSPORT

SCOW DURING LOADING. SPILL APRON SHALL BE SUPPORTED BY THE MODULAR BARGE

SYSTEM AND OVERHANG ATTACHED TO THE SEDIMENT TRANSPORT SCOW.

MOBILE RESUSPENSION CONTROL SYSTEM ISOMETRIC VIEW

NOT TO SCALE

STAND ALONE PERMEABLE TURBIDITY

CURTAIN AND OIL SORBENT BOOM

(SEE DETAIL FIGURE 14)

NOTES:

1. SECURE STAND-ALONE PERMEABLE TURBIDITY CURTAINS TO MODULAR BARGE SYSTEM AS

DETAILED HEREIN. PLACE CHAINS OR EQUIVALENT OFF BARGE ALONG THE INNER AND OUTER

EDGE OF TURBIDITY CURTAIN TO MINIMIZE BILLOWING OF CURTAIN UNDER THE MODULAR BARGE.

2. SECURE SORBENT BOOMS TO THE INNER AND OUTER EDGE OF THE MODULAR BARGE SYSTEM TO

ABSORB POTENTIAL SHEEN.

3. PLACE SPILL APRON BETWEEN MODULAR BARGE SYSTEM AND SEDIMENT TRANSPORT SCOW

DURING LOADING. SPILL APRON SHALL BE SUPPORTED BY THE MODULAR BARGE SYSTEM AND

OVERHANG ATTACHED TO THE SEDIMENT TRANSPORT SCOW.

4. EXACT SIZE, CONFIGURATION, AND QUANTITY OF THE MODIFIED MOBILE RESUSPENSION

CONTROL SYSTEMS SHALL BE DETERMINED BY CONTRACTOR.

GALVANIZED PIPE FOR

BILLOW CONTROL ATTACHED

WITH RISER CLAMPS OR

EQUIVALENT WELDED TO

DECK OF MODULAR BARGE

TURBIDITY CURTAIN

REEFING CABLE AND

HAND WINCH

GALVANIZED CABLE REEFING LINE

ATTACHED TO HAND WINCH

GALVANIZED MOORING

BOTTOM CHAIN FOR

BILLOW CONTROL

GALVANIZED PIPE

GALVANIZED TEE

GALVANIZED FLOOR FLANGE

90° GALVANIZED

SIDE OUTLET ELBOW

NON-FLOAT PERMEABLE

TURBIDITY CURTAIN ON OUTSIDE

PERIMETER OF THE MOON-POOL

(SEE DETAIL FIGURE 14)

GALVANIZED NIPPLE

WEIGHT ATTACHMENTS AS

DETERMINED BY THE CONTRACTOR

DECK CLEAT

FLEXIFLOAT MODULAR

BARGES OR EQUIVALENT

APPROVED ALTERNATIVE

OIL SORBENT BOOM

SECURED TO FLEXIFLOAT

BARGES

SPUD OR EQUIVALENT

ALTERNATIVE

ANCHORING SYSTEM

CHAIN

CONNECTIONS

TO BARGE

(AS REQUIRED)

FLOATFLOAT FLOAT

A T

NON-FLOAT PERMEABLE

TURBIDITY CURTAIN

(SEE DETAIL FIGURE 14)

GALVANIZED PIPE FOR

BILLOW CONTROL ATTACHED

WITH RISER CLAMPS OR

EQUIVALENT ENGINEER

APPROVED ALTERNATIVE

WELDED TO DECK OF

MODULAR BARGE

TURBIDITY CURTAIN

REEFING CABLES

AND HAND WINCH

GALVANIZED MOORING

BOTTOM CHAIN FOR

BILLOW CONTROL

DECK CLEAT

GALVANIZED PIPE

A T

SEDIMENT TRANSPORT

SCOW

SPILL CONTROL

CRANE MAT

GALVANIZED MOORING

BOTTOM CHAIN FOR

BILLOW CONTROL

ENCLOSED

MOONPOOL

NON-FLOAT IMPERMEABLE

TURBIDITY CURTAIN ON

OUTSIDE PERIMETER OF

THE MOON-POOL

MOBILE RESUSPENSION CONTROL SYSTEM

FOR WORK IN NAVIGATION CHANNEL (TYP. DETAIL)

MODIFIED MOBILE RESUSPENSION CONTROL SYSTEM DETAILS

FOR WORK NEAR SHORELINE (TYP. DETAIL)

NOT TO SCALE

FLEXIFLOAT MODULAR

BARGES OR EQUIVALENT

APPROVED ALTERNATIVE

OIL SORBENT BOOM

SECURED TO FLEXIFLOAT

BARGES

SPUD OR EQUIVALENT

ALTERNATIVE

ANCHORING SYSTEM

CHAIN

CONNECTIONS

TO BARGE

(AS REQUIRED)

FLOATFLOAT FLOAT

A T

NON-FLOAT PERMEABLE

TURBIDITY CURTAIN ON OUTSIDE

PERIMETER OF THE MOONPOOL

(SEE DETAIL FIGURE 14)

GALVANIZED PIPE FOR

BILLOW CONTROL ATTACHED

WITH RISER CLAMPS OR

EQUIVALENT ENGINEER

APPROVED ALTERNATIVE

WELDED TO DECK OF

MODULAR BARGE

TURBIDITY CURTAIN

REEFING CABLES

AND HAND WINCH

GALVANIZED MOORING

BOTTOM CHAIN FOR

BILLOW CONTROL

DECK CLEAT

GALVANIZED PIPE

A T

SEDIMENT TRANSPORT

SCOW

SPILL CONTROL

CRANE MAT

GALVANIZED MOORING

BOTTOM CHAIN FOR

BILLOW CONTROL

ENCLOSED

MOONPOOL

NOT TO SCALE

AutoCAD SHX Text

NO.

AutoCAD SHX Text

ISSUE/DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED:

5, 5:

pm rp yr ac us e1

\C A

D P ro je ct s\

R ou ge R iv er

\F ig ur es

\P er m it

D ra w in gs \F

-1

E S

U S

P E

N S

C O

O L.

dw g

PROJ. NO. DATE:

PROJ MGR:

DRAWN BY:

REVIEWED BY:

SCALE:

PREPARED BY: PREPARED FOR:

LOWER ROUGE RIVER OLD CHANNEL

ROUGE RIVER AREA OF CONCERN

DRAFT - NOT FOR CONSTRUCTION

SHEET NO . OF--- AS SHOWN

PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC.

amec foster wheeler

SEPTEMBER, 2017

DRAFT DOCUMENT

SUBJECT TO CHANGE IN WHOLE OR IN PART

PRELIMINARY DRAFT - NOT FOR CONSTRUCTION

NORTH

RESUSPENSION CONTROL

DETAILS (2 OF 2)

FIG 14

J HARRISON-RICE

B HURRY

M CARLINO

P LaROSA

NOTES:

1. INSTALL NON-FLOAT PERMEABLE TURBIDITY CURTAIN AS PART OF A MOBILE

RESUSPENSION CONTROL SYSTEM AS SHOWN ON FIGURE 13.

2. CONTRACTOR SHALL MAINTAIN THE BOTTOM OF THE TURBIDITY CURTAIN

SEDIMENT SURFACE.

ALL PVC SEAMS, THERMALLY WELDED

GALVANIZED BOTTOM BALLAST CHAIN

ENCLOSED WITHIN 22 OUNCE PVC FABRIC

REINFORCED ANCHOR POINT

D E

A S

R E

Q U

PVC IMPERMEABLE LOWER SECTION

PVC IMPERMEABLE UPPER SECTION

NON-FLOAT PERMEABLE TURBIDITY CURTAIN DETAIL

NOT TO SCALE

EXISTING SEDIMENT

SURFACE

GEOTEXTILE FILTER FABRIC

SKIRT REEFING LINE

GALVANIZED PIPE ATTACHED TO

MODULAR BARGE SYSTEM TO SECURE

CURTAIN TO BARGE

WATER LEVEL

BRASS LACING

GROMMETS

WEBBING SEWN FOR

GROMMET REINFORCEMENT

GALVANIZED

TOP TENSION CABLE

GALVANIZED MOORING BOTTOM CHAINS OR

EQUIVALENT SECURED TO BARGE TO PREVENT

BILLOWING AS REQUIRED

BRASS GROMMETS

GALVANIZED CABLE

WITH GALVANIZED

WIRE ROPE CLAMPS

GALVANIZED UPPER BALLAST CHAIN

(LOW TIDE BALLAST)

WEIGHT

ATTACHMENTS

AS DETERMINED BY

THE CONTRACTOR

NOTES:

1. STAND-ALONE PERMEABLE TURBIDITY CURTAIN TO BE PLACED AS SHOWN ON FIGURE 13.

2. CONTRACTOR SHALL MAINTAIN THE BOTTOM OF THE TURBIDITY CURTAIN SEDIMENT

SURFACE.

ALL PVC SEAMS, THERMALLY WELDED

REINFORCED ANCHOR POINT

D E

A S

R E

Q U

22 OUNCE PVC IMPERMEABLE LOWER SECTION

22 OUNCE PVC IMPERMEABLE UPPER SECTION

STAND-ALONE PERMEABLE TURBIDITY CURTAIN DETAIL

NOT TO SCALE

GEOTEXTILE FILTER FABRIC

SKIRT REEFING LINE

WATER LEVEL

BRASS LACING

GROMMETS

WEBBING SEWN FOR

GROMMET REINFORCEMENT

REINFORCED

ANCHOR POINTS

AS DETERMINED BY

THE CONTRACTOR

LOW TIDE BALLAST

EXPANDABLE POLYSTYRENE (EPS) FLOTATION

COLLAR ENCLOSED IN 22 OUNCE PVC IMPERMEABLE

UPPER SECTION

WEIGHT

ATTACHMENTS

AS DETERMINED BY

THE CONTRACTOR

GALVANIZED BOTTOM BALLAST CHAIN

ENCLOSED WITHIN 22 OUNCE PVC FABRIC

EXISTING SEDIMENT

SURFACE

OIL SORBENT BOOM ON INSIDE OF CURTAIN

FLOTATION HOOD

BALLAST CHAINTBD. BASED ON FINAL DESIGN

TBD BASED

ON FINAL DESIGN

AS SHOWN. FINAL LENGTH TBD

SUPPORT WEBBING

FILTERING LAYER OR

IMPERMEABLE LAYER AS

DETERMINED BY

CONTRACTOR DESIGN

NOTE

1. SAMPLE BARRIER CONFIGURATION ONLY. FINAL DESIGN TO CONSIDER FACTORS OF LOADING, FILTERING CAPACITY OF GEOTEXTILE, ATTACHMENT TO ANCHORING/MOORING SYSTEM, DURABILITY AND ABRASION RESISTANCE FOR THE LIFE OF THE REMEDIAL ACTIVITIES, ABILITY TO CLEAN OR REPAIR AS NECESSARY, AND

OTHER FACTORS AS APPROPRIATE.

2. CONTRACTOR MAY ELECT TO USE PERMEABLE SECTIONS OF FABRIC TO FILTER SOLIDS AS WELL AS IMPERMEABLE SECTIONS TO DIVERT WATER. FINAL CONFIGURATION AND MATERIALS TO BE DETERMINED BY

THE CONTRACTOR.

WATER INTAKE PROTECTION BARRIER

NOT TO SCALE3

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\C A

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PROJ. NO. DATE:

PROJ MGR:

DRAWN BY:

REVIEWED BY:

SCALE:

PREPARED BY: PREPARED FOR:

LOWER ROUGE RIVER OLD CHANNEL

ROUGE RIVER AREA OF CONCERN

DRAFT - NOT FOR CONSTRUCTION

SHEET NO . OF--- AS SHOWN

PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC.

amec foster wheeler

SEPTEMBER, 2017

DRAFT DOCUMENT

SUBJECT TO CHANGE IN WHOLE OR IN PART

PRELIMINARY DRAFT - NOT FOR CONSTRUCTION 18

PERMANENT BULKHEAD WALL

TYPICAL SECTION

FIG 15

J HARRISON-RICE

B HURRY

M CARLINO

P LaROSA

SEDIMENT

PROPOSED DREDGE LINE

EXISTING GRADE

EMBANKMENT FILL

PROPOSED FILL

BULKHEAD WALL

TOP ELEV 582 - 584

LACUSTRINE

CLAY

GLACIAL TILL

WALER

TIE ROD

ELEV

575.0±

WALER

574.0±

DEADMAN ANCHOR

TOP ELEV 582 - 584

LACUSTRINE

CLAY

GLACIAL TILL

TYPICAL SECTION - PROPOSED PERMANENT BULKHEAD WALL

0 50 100 1500-50-100-150-200-250

ALLUVIUM

75' - 125'

RIPRAP

15'

NOT TO SCALE

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APPROVED:

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pm rp yr ac us e1

\C A

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A P

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S S

E C

N .d w g

PROJ. NO. DATE:

PROJ MGR:

DRAWN BY:

REVIEWED BY:

SCALE:

PREPARED BY: PREPARED FOR:

LOWER ROUGE RIVER OLD CHANNEL

ROUGE RIVER AREA OF CONCERN

DRAFT - NOT FOR CONSTRUCTION

SHEET NO . OF--- AS SHOWN

PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC.

amec foster wheeler

SEPTEMBER, 2017

DRAFT DOCUMENT

SUBJECT TO CHANGE IN WHOLE OR IN PART

PRELIMINARY DRAFT - NOT FOR CONSTRUCTION 18

TYPICAL CAP CROSS

SECTIONS

FIG 16

J HARRISON-RICE

B HURRY

M CARLINO

P LaROSA

NOTES:

1. CONTRACTOR SHALL INSTALL CAP TYPE A IN AREA SHOWN ON SHEET FIGURE 6.

2. CONTRACTOR SHALL INSTALL CAP TYPE B IN AREA SHOWN ON SHEET FIGURE 8.

3. MINIMUM CAP LAYER THICKNESS AND MAXIMUM OVERPLACEMENT ALLOWANCES SHOWN. CONTRACTOR SHALL INSTALL CAPS IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS AND THE TOP OF CAP

SHALL REMAIN A MINIMUM OF 3 FEET BELOW THE NAVIGATION CHANNEL ELEVATION.

4. RESIDUAL COVER MINIMUM LAYER THICKNESS AND MAXIMUM OVERPLACEMENT ALLOWANCE IS SHOWN.

CONTRACTOR SHALL PLACE RESIDUAL COVER ON THE POST-DREDGE SURFACE WHERE REQUIRED IN

ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS.

5. IN THE AREA SHOWN ON FIGURE 6, THE CONTRACTOR SHALL PLACE CAP 1 AT THE MAXIMUM ALLOWABLE THICKNESS OF 47" BY PLACING ADDITIONAL FILTER OR ARMOR STONE (WITHIN OVERPLACEMENT

TOLERANCE FOR EACH LAYER.

CAP 1

NOT TO SCALE

6" MIN.

18" MIN.

FILTER LAYER (GRAVEL)

POST-DREDGE MUDLINE

CHEMICAL ISOLATION LAYER

(SAND/ORGANOCLAY)

OVERLYING WATER

47"

CAP 2

NOT TO SCALE

CHEMICAL ISOLATION LAYER (MAXIMUM OVERPLACEMENT ALLOWANCE)

FILTER LAYER (MAXIMUM OVERPLACEMENT ALLOWANCE)

6" MIN.

28" MIN.

FILTER LAYER (GRAVEL)

POST-DREDGE MUDLINE

CAP A ARMOR LAYER (COBBLE/BOULDER) ODOT TYPE C MATERIAL

OVERLYING WATER

63"

CHEMICAL ISOLATION LAYER (MAXIMUM OVERPLACEMENT ALLOWANCE)

FILTER LAYER (MAXIMUM OVERPLACEMENT ALLOWANCE)

CAP A ARMOR LAYER (MAXIMUM

OVERPLACEMENT ALLOWANCE)

14"

CHEMICAL ISOLATION LAYER

(SAND/ORGANOCLAY)

RESIDUAL COVER

NOT TO SCALE

6" MIN.

6" MIN.SAND (MAXIMUM OVERPLACEMENT ALLOWANCE)

POST-DREDGE MUDLINE

SAND

12"

CAP B ARMOR LAYER (COBBLE/BOULDER) ODOT TYPE D MATERIAL

CAP B ARMOR LAYER (MAXIMUM

OVERPLACEMENT ALLOWANCE)

NOT TO SCALE

CAP TRANSITION DETAIL

Temporary Sheetpile

Required Dredge Grade Line

DU LIMITS

Existing Mudline

3H:1V 3H:1V

Sand

Filter

Cap

1 5'

15'

DREDGE CUT

OVERCUT SEDIMENT/SOIL AND

REPLACE WITH CAP A ARMOR

MATERIAL (COBBLE/BOULDER)

SHEETPILE WALL

SHEETPILE WALL - SCOUR PROTECTION

NOT TO SCALE

31 2

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APPROVED:

OHWM

LWD

PROJ. NO. DATE:

PROJ MGR:

DRAWN BY:

REVIEWED BY:

SCALE:

PREPARED BY: PREPARED FOR:

LOWER ROUGE RIVER OLD CHANNEL

ROUGE RIVER AREA OF CONCERN

DRAFT - NOT FOR CONSTRUCTION

SHEET NO . OF--- AS SHOWN

THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR USE BY THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, HONEYWELL INTERNATIONAL INC. OR HONEYWELL INTERNATIONAL INC.'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ON THE DRAWING.

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