28 march 2003 - lrp.usace.army.mil design plans.pdf · 18-28). 3.each restoration work area may be...

10
JOB NO. ISSUED FOR: PERMIT RECORD CONSTRUCTION BID REV. DATE DESCRIPTION 2019330 Struthers Dam Removal Struthers, OH - - - - 520 South Main Street Akron, OH 44311 330.572.2100 Fax 330.572.2101 SHEET NO: SHEET: 0 400 200 100 1"=200' Horizontal Scale in Feet 1 2 C-204 SHEET 8/29 SWPP PLAN STAGING AND ACCESS 1 2 BMP 4 POTENTIAL SITE ACCESS ROUTE. 15' WIDE TEMPORARY ACCESS DRIVE WITH CONSTRUCTION ENTRANCE. POTENTIAL SITE ACCESS ROUTE EXISTING SUBMERGED WOODEN STRUCTURE (TO BE REMOVED) EXISTING DAM (TO BE REMOVED) BMP 2 BMP 5 BMP 7 BMP 1 BMP 2 BMP 6 BMP 3

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Page 1: 28 March 2003 - lrp.usace.army.mil Design Plans.pdf · 18-28). 3.each restoration work area may be modified in the field based on site conditions and available materials. 4.bank stabilization

JOB NO.

ISSUED FOR:

PERMIT

RECORD

CONSTRUCTION

BID

REV.

DAT

ED

ESC

RIP

TIO

N

2019330

Stru

ther

s D

am R

emov

alSt

ruth

ers,

OH

-

-

-

-

520 South Main StreetAkron, OH 44311

330.572.2100 Fax 330.572.2101

SHEET NO:

SHEET:

0

400

200

1001"=200'

Horizontal Scale inFeet

1

2

C-204

SHEET 8/29

SWPP

PLA

NST

AGIN

G A

ND

AC

CES

S

12

BMP 4

POTENTIAL SITE ACCESS ROUTE.15' WIDE TEMPORARY ACCESSDRIVE WITH CONSTRUCTIONENTRANCE.

POTENTIAL SITEACCESS ROUTE

EXISTING SUBMERGEDWOODEN STRUCTURE(TO BE REMOVED)

EXISTING DAM (TOBE REMOVED)

BMP 2BMP 5BMP 7

BMP 1BMP 2BMP 6

BMP 3

Page 2: 28 March 2003 - lrp.usace.army.mil Design Plans.pdf · 18-28). 3.each restoration work area may be modified in the field based on site conditions and available materials. 4.bank stabilization

500

501

502

503

504505

506507 508 509 510 511 512 513 514 515 516 517

STA

500+

00

DESI

GN S

PEED

0 mi

/h

501+

00

503+

00

504+

50

513+

75

515+

00

516+

50

518 519 520 521 522 523 524 525 526 527 528 529 530 531 532 533 534 53551

9+50

521+

00

528+

75

531+

50

532+

50

JOB NO.

ISSUED FOR:

PERMIT

RECORD

CONSTRUCTION

BID

REV.

DAT

ED

ESC

RIP

TIO

N

2019330

Stru

ther

s D

am R

emov

alSt

ruth

ers,

OH

-

-

-

-

520 South Main StreetAkron, OH 44311

330.572.2100 Fax 330.572.2101

SHEET NO:

SHEET: C-206

SHEET 10/29

SWPP

P D

RED

GE

PLAN

MATC

H LIN

E ST

A. 51

7+50

GENERAL DREDGE ACTIVITY SEQUENCE1. REMOVE WOODY DEBRIS LOG JAM AT DAM SITE.2. IMPLEMENT WATER MANAGEMENT PLAN /

DEWATERING TRENCH PER SHEET 9.3. DREDGE SELECTED LOCATIONS IN ORDER OF

PRIORITY ZONE # 1-4. MORE OR LESS SEDIMENTMAY BE DREDGED BASED ON ACTUAL SITECONDITIONS AND AVAILABLE BUDGET. NOTE,SEDIMENT AREAS SHOWN OUTSIDE OF PRIORITYDREDGE ZONES HAS BEEN DEEMED TO REMAINBASED ON THE SEDIMENT SAMPLING STUDY.

4. UTILIZE SILT CURTAIN AND/OR OIL BOOM ASNEEDED ADJACENT TO THE DREDGE OPERATION.

5. DREDGE DEPTHS PER CROSS-SECTIONS ONSHEETS 11-13.

6. UTILIZE DEFINED UPLAND AREA(S) FOR DREDGESPOIL PLACEMENT PER SHEET 14.

SEDIMENT: -0.5' TO -1.99'

SEDIMENT: -2.00' TO -3.99'

LEGEND

SEDIMENT: -4.00' TO -9.00'

ENVIROSCIENCE FIELD SAMPLELOCATION AND IDENTIFICATIONNUMBER

#

MATC

H LIN

E ST

A. 51

7+50

PROP. B/L CONST.

PROP. B/L CONST.

CONTAMINATED SEDIMENT,PRIORITY SEDIMENT REMOVAL AREA

0

160

80

401"=80'

Horizontal Scale inFeet

MUNICIPAL BOUNDARY

EXISTING SUBMERGEDWOODEN STRUCTURE(TO BE REMOVED)

EXISTING DAM(TO BE REMOVED)

30% DREGE SEDIEMENT QUANTITIESDREDGEAREA NO. APPROX. CUT (CY)

D1D2D3D4

TOTAL 6325

10551550

6203100

NOTES

PARTIALLY INSIDE GRADING AREA G3 & G4INSIDE GRADING AREA G2INSIDE GRADING AREA G2

INSIDE GRADING AREA G3

NOTE: DREDGE QUANTITIES REFLECT ONLY DREDGING EXCAVATIONVOLUMES PRIOR TO PROPOSED RIVER RESTORATION GRADING. DREDGEDAREAS SHALL BE FILLED PER THE PROPOSED RIVER GRADING (REFER TORIVER RESTORATION GRADING PLANS ON SHEET 17).

D3

D4 D2

D1

RIVER RESTORATION GRADINGWORK AREA

D# PROPOSED DREDGE AREAPRIORITY ZONE #

Page 3: 28 March 2003 - lrp.usace.army.mil Design Plans.pdf · 18-28). 3.each restoration work area may be modified in the field based on site conditions and available materials. 4.bank stabilization

531+00532+00

533+00534+00

535+00536+00

JOB NO.

ISSUED FOR:

PERMIT

RECORD

CONSTRUCTION

BID

REV.

DAT

ED

ESC

RIP

TIO

N

2019330

Stru

ther

s D

am R

emov

alSt

ruth

ers,

OH

-

-

-

-

520 South Main StreetAkron, OH 44311

330.572.2100 Fax 330.572.2101

SHEET NO:

SHEET: C-301

SHEET 16/29

DAM

REM

OVA

L PL

AN

0

40

20

101"=20'

Horizontal Scale inFeet

EX. THALWEG

PROP. SILT CURTAIN

LEGEND

ACCESS ROUTE

DAM REMOVAL LIMITS

POTENTIAL CONCRETE SPOIL AREA

GENERAL DAM REMOVAL KEYNOTES

ACCESS AND STAGING FROM THE NORTH BANK.

REMOVE FROM SOUTH TO NORTH (NOTE: DAMREMOVAL TO TAKE PLACE SUBSEQUENT TODREDGING ACTIVITY).

CONCRETE DEBRIS TO BE PLACED BENEATHPLANNED RESTORATION AREAS.

1

2

3

2

3

3

1

1

3

3

Page 4: 28 March 2003 - lrp.usace.army.mil Design Plans.pdf · 18-28). 3.each restoration work area may be modified in the field based on site conditions and available materials. 4.bank stabilization

539+71.27

504+00505+00

506+00 507+00 508+00 509+00 510+00 511+00 512+00 513+00 514+00 515+00 516+00 517+00 518+00 519+00 520+00 521+00 522+00 523+00 524+00 525+00 526+00 527+00 528+00 529+00 530+00 531+00532+00 533+00 534+00 535+00 536+00 537+00 538+00

539+00

JOB NO.

ISSUED FOR:

PERMIT

RECORD

CONSTRUCTION

BID

REV.

DAT

ED

ESC

RIP

TIO

N

2019330

Stru

ther

s D

am R

emov

alSt

ruth

ers,

OH

-

-

-

-

520 South Main StreetAkron, OH 44311

330.572.2100 Fax 330.572.2101

SHEET NO:

SHEET: C-401

SHEET 17/29

RIV

ER R

ESTO

RAT

ION

KEY

PLAN

0

300

150

751"=150'

Horizontal Scale inFeet

SHEET 18

SHEET 19

SHEET 20

SHEET 21

SHEET 22SHEET 23PROP. B/L CONST.

PROP. WORK AREA 4

PROP. WORK AREA 3

PROP. WORK AREA 2

PROP. WORK AREA 1

RIVER RESTORATION GRADING QUANTITIES

WORKAREA

BASEAPPROX.CUT (CY)

1234

TOTAL 11,300

18003220

36702620

NOTES

8,875

18903820

18051360

NO DREDGE WORK---------

NOTES:1. GRADING QUANTITIES WERE DETERMINED USING POST DREDGE RIVER BED SURFACE.2. CUT/FILL QUANTITIES REFLECT GRADING TO SUBGRADE (NOT INCLUDING ROCK

PLACEMENT PER BANK STABILIZATION DETAIL ON SHEET 29).LEGEND

RIVER RESTORATION GRADING WORK AREA

GENERAL RESTORATION ACTIVITY SEQUENCE:1. RIVER RESTORATION GRADING TYPICALLY SHALL BE

IMPLEMENTED AFTER DREDGE ACTIVITY COMPLETED.

2. RESTORATION GRADING SHALL TAKE PLACE IN ORDER OF WORKAREA #1-4 (REFER TO PLAN/PROFILE AND CROSS-SECTION SHEETS18-28).

3. EACH RESTORATION WORK AREA MAY BE MODIFIED IN THE FIELDBASED ON SITE CONDITIONS AND AVAILABLE MATERIALS.

4. BANK STABILIZATION TECHNIQUES MAY INCLUDE MIXED ROCK/SOILMATERIALS AND/OR BRUSH LAYERING.

5. RESTORATION ACTIVITY MAY BE MORE OR LESS THAN SHOWNBASED ON AVAILABLE PROJECT BUDGET.

PROP. WORK AREA 2OPTIONAL GRADING AREA

OPTIONAL RIVER RESTORATION GRADING WORK AREA

BASEAPPROX.FILL (CY)

OPTIONALAPPROX.CUT (CY)

580

-580

2,705

-2705

OPTIONALAPPROX.FILL (CY)

- -- -

Page 5: 28 March 2003 - lrp.usace.army.mil Design Plans.pdf · 18-28). 3.each restoration work area may be modified in the field based on site conditions and available materials. 4.bank stabilization

800

805

810

815

820

800

805

810

815

820

509+50 510+00 511+00 512+00 513+00 514+00 514+50

PROP.GRADE

PROP.GRADE

809.4

9

809.2

8

809.0

8

-0.20%

BEGI

N RI

FFLE

STA.

510+

49.32

ELEV

. 809

.59

END

RIFF

LEST

A. 51

3+39

.79EL

EV. 8

09.00

-0.05%

510+00 511+00 512+00 513+00 514+00

513+

38.31

510+

50.62

512+

00

810

811

812813 814

810

815

815

815

811812

813814

816

816

816

817

817 817

818

810

815

811812813814

816817

818

810

811

812813814

JOB NO.

ISSUED FOR:

PERMIT

RECORD

CONSTRUCTION

BID

REV.

DAT

ED

ESC

RIP

TIO

N

2019330

Stru

ther

s D

am R

emov

alSt

ruth

ers,

OH

-

-

-

-

520 South Main StreetAkron, OH 44311

330.572.2100 Fax 330.572.2101

SHEET NO:

SHEET: C-402

SHEET 18/29

RIV

ER R

ESTO

RAT

ION

PLAN

AN

D P

RO

FILE

WO

RK

AREA

4

0

40

20

101"=20'

Horizontal Scale inFeet

PROP. RIVER THALWEG

PROP. BANKFULL

PROP. GRADE CONTROL

PROP. B/L CONST.

FOR RIVER CROSS SECTIONS, SEE SHEETS 24-28.

RESTORATION KEYNOTES

GRADE CONTROL FEATURE (SEE SHEET 29)

ABANDONED STORM OUTFALL; CONFIRM ANDSEAL OFF. ACTIVE STORM OUTFALL SHALL BEEXTENDED WITH NEW END TREATMENT.

PROPOSED BANK STABILIZATION RESTORATION.

1

2

3

1

3

3

22

2

Page 6: 28 March 2003 - lrp.usace.army.mil Design Plans.pdf · 18-28). 3.each restoration work area may be modified in the field based on site conditions and available materials. 4.bank stabilization

800

805

810

815

820

800

805

810

815

820

517+50 518+00 519+00 520+00 521+00 522+00 522+50

PROP.GRADE

PROP.GRADE

805.5

0

805.0

0

806.5

4

-2.95%0.00%

3.47%

MID

POOL

STA.

519+

86.30

ELEV

. 805

.00

-0.05%

518+00 519+00 520+00 521+00 522+00

519+

90.33

521+

35.45

805

810

806807

808809

811

812812812

805

810

806807

808809

811

807808

809809

807808

JOB NO.

ISSUED FOR:

PERMIT

RECORD

CONSTRUCTION

BID

REV.

DAT

ED

ESC

RIP

TIO

N

2019330

Stru

ther

s D

am R

emov

alSt

ruth

ers,

OH

-

-

-

-

520 South Main StreetAkron, OH 44311

330.572.2100 Fax 330.572.2101

SHEET NO:

SHEET: C-403

SHEET 19/29

RIV

ER R

ESTO

RAT

ION

PLAN

AN

D P

RO

FILE

WO

RK

AREA

3

0

40

20

101"=40'

Horizontal Scale inFeet

PROP. RIVER THALWEG

PROP. BANKFULL

PROP. GRADE CONTROL

PROP. B/L CONST.

FOR RIVER CROSS SECTIONS, SEE SHEETS 24-28.

RESTORATION KEYNOTES

GRADE CONTROL FEATURE (SEE SHEET 29)

ABANDONED STORM OUTFALL; CONFIRM ANDSEAL OFF. ACTIVE STORM OUTFALL SHALL BEEXTENDED WITH NEW END TREATMENT.

PROPOSED BANK STABILIZATION RESTORATION.

1

2

3

1

222

3

3

Page 7: 28 March 2003 - lrp.usace.army.mil Design Plans.pdf · 18-28). 3.each restoration work area may be modified in the field based on site conditions and available materials. 4.bank stabilization

800

805

810

815

820

800

805

810

815

820

523+20 524+00 525+00 526+00 527+00 528+00 528+20

PROP.GRADE

PROP.GRADE

808.9

3

808.7

9

808.6

5

808.5

1

808.3

7

808.3

5

-0.14%

BEGI

N RI

FFLE

STA.

523+

53.81

ELEV

. 808

.65

-0.05%

524+00 525+00 526+00 527+00 528+00

523+

63.51

525+

00

526+

50

528+

00

810

809

811

812813

810

809

811

812813

811

812

811811

812

810

809

809

JOB NO.

ISSUED FOR:

PERMIT

RECORD

CONSTRUCTION

BID

REV.

DAT

ED

ESC

RIP

TIO

N

2019330

Stru

ther

s D

am R

emov

alSt

ruth

ers,

OH

-

-

-

-

520 South Main StreetAkron, OH 44311

330.572.2100 Fax 330.572.2101

SHEET NO:

SHEET: C-404

SHEET 20/29

RIV

ER R

ESTO

RAT

ION

PLAN

AN

D P

RO

FILE

WO

RK

AREA

2 W

EST

0

40

20

101"=40'

Horizontal Scale inFeet

PROP. RIVER THALWEG

PROP. BANKFULL

SEE

SHEE

T C-4

05

PROP. B/L CONST.

FOR RIVER CROSS SECTIONS, SEE SHEETS 24-28.

RESTORATION KEYNOTES

EX. SUBMERGED WOOD STRUCTURE, ELEV. = 811.29'± ( TO BE REMOVEDTO ELEV. = 809.00', BASE TO BE REUSED FOR GRADE CONTROL.

ABANDONED STORM OUTFALL; CONFIRM ANDSEAL OFF. ACTIVE STORM OUTFALL SHALL BEEXTENDED WITH NEW END TREATMENT.

PROPOSED BANK STABILIZATION RESTORATION.

3

1

2

3

11 1

2

2

3

LEGENDOPTIONAL RIVER RESTORATIONGRADING WORK AREA

Page 8: 28 March 2003 - lrp.usace.army.mil Design Plans.pdf · 18-28). 3.each restoration work area may be modified in the field based on site conditions and available materials. 4.bank stabilization

800

805

810

815

820

800

805

810

815

820

525+40 526+00 527+00 528+00 529+00 530+00 530+40

PROP.GRADE

PROP.GRADE

-0.14%

808.7

4

808.6

5

808.5

1

808.3

7

808.2

3

808.0

9

807.2

4

-0.05%

526+00 527+00 528+00 529+00 530+00

530+

11.68

526+

50

528+

00

529+

00

811

811

810

808809

811

812813

811811

812

810

809

809

810

808809

811

JOB NO.

ISSUED FOR:

PERMIT

RECORD

CONSTRUCTION

BID

REV.

DAT

ED

ESC

RIP

TIO

N

2019330

Stru

ther

s D

am R

emov

alSt

ruth

ers,

OH

-

-

-

-

520 South Main StreetAkron, OH 44311

330.572.2100 Fax 330.572.2101

SHEET NO:

SHEET: C-405

SHEET 21/29

RIV

ER R

ESTO

RAT

ION

PLAN

AN

D P

RO

FILE

WO

RK

AREA

2

0

40

20

101"=20'

Horizontal Scale inFeet

SEE SHEET C-404

PROP. RIVER THALWEG

PROP. BANKFULL

SEE

SHEE

T C-4

06

PROP. B/L CONST.

FOR RIVER CROSS SECTIONS, SEE SHEETS 24-28.

RESTORATION KEYNOTES

ABANDONED STORM OUTFALL; CONFIRM ANDSEAL OFF. ACTIVE STORM OUTFALL SHALL BEEXTENDED WITH NEW END TREATMENT.

PROPOSED BANK STABILIZATION RESTORATION.

1

2

1 1 12

2

LEGENDOPTIONAL RIVER RESTORATIONGRADING WORK AREA

Page 9: 28 March 2003 - lrp.usace.army.mil Design Plans.pdf · 18-28). 3.each restoration work area may be modified in the field based on site conditions and available materials. 4.bank stabilization

800

805

810

815

820

800

805

810

815

820

530+00 531+00 532+00 533+00 534+00 535+00

PROP.GRADE

PROP.GRADE

-2.95%

-0.32%

MID

POOL

STA.

532+

52.30

ELEV

. 805

.56-0.05%

530+00 531+00 532+00 533+00 534+00 535+00

530+

11.68 53

2+52

.30

810

806807

808809

811812 813

810

806807

808

811812 813

807808

810

808809

811

810

810

806

806

806

806

807

807

808

808809

809

811

811812

812

813

813

JOB NO.

ISSUED FOR:

PERMIT

RECORD

CONSTRUCTION

BID

REV.

DAT

ED

ESC

RIP

TIO

N

2019330

Stru

ther

s D

am R

emov

alSt

ruth

ers,

OH

-

-

-

-

520 South Main StreetAkron, OH 44311

330.572.2100 Fax 330.572.2101

SHEET NO:

SHEET: C-406

SHEET 22/29

RIV

ER R

ESTO

RAT

ION

PLAN

AN

D P

RO

FILE

WO

RK

AREA

2 E

AST

SEE SHEET C-405

PROP. RIVER THALWEG

PROP. BANKFULL

0

40

20

101"=20

Horizontal Scale inFeet

PROP. B/L CONST.

FOR RIVER CROSS SECTIONS, SEE SHEETS 24-28.

RESTORATION KEYNOTES

ABANDONED STORM OUTFALL; CONFIRM ANDSEAL OFF. ACTIVE STORM OUTFALL SHALL BEEXTENDED WITH NEW END TREATMENT.

PROPOSED BANK STABILIZATION RESTORATION.

1

2

12

2

Page 10: 28 March 2003 - lrp.usace.army.mil Design Plans.pdf · 18-28). 3.each restoration work area may be modified in the field based on site conditions and available materials. 4.bank stabilization

800

805

810

815

820

800

805

810

815

820

536+08.13 537+00 538+00 539+00 540+00

PROP.GRADE

PROP.GRADE

PVI S

ta. 53

9+69

.86PV

I Elev

. 812

.80

-0.34%

807.7

9

807.4

5

807.1

2

BEGI

N RI

FFLE

STA.

536+

38.83

ELEV

. 808

.00

END

RIFF

LEST

A. 53

9+34

.58EL

EV. 8

07.00

-0.05%

536+00 537+00538+00

539+00

539+71.27

536+

39

539+

33.90

538+

00

808

809

810

811812

813 813

808809810

811812

813

JOB NO.

ISSUED FOR:

PERMIT

RECORD

CONSTRUCTION

BID

REV.

DAT

ED

ESC

RIP

TIO

N

2019330

Stru

ther

s D

am R

emov

alSt

ruth

ers,

OH

-

-

-

-

520 South Main StreetAkron, OH 44311

330.572.2100 Fax 330.572.2101

SHEET NO:

SHEET: C-407

SHEET 23/29

RIV

ER R

ESTO

RAT

ION

PLAN

AN

D P

RO

FILE

WO

RK

AREA

1

0

40

20

101"=20'

Horizontal Scale inFeet

FOR RIVER CROSS SECTIONS, SEE SHEETS 24-28.

PROP. RIVER THALWEG

PROP. BANKFULL

PROP. B/L CONST.

PROP. GRADE CONTROL

RESTORATION KEYNOTES

GRADE CONTROL FEATURE (SEE SHEET 29)

ABANDONED STORM OUTFALL; CONFIRM ANDSEAL OFF. ACTIVE STORM OUTFALL SHALL BEEXTENDED WITH NEW END TREATMENT.

PROPOSED BANK STABILIZATION RESTORATION.

1

2

3

1

2 22

3

3