BID NO. 03-1032W

INVITATION FOR BIDS

BID REQUEST NO. #03-1032W

CRAWFORD BRANCH

STABILIZATION

ISSUE DATE: July 15th, 2026

BID OPENING DATE: August 6, 2026

4:00 P.M. LOCAL TIME

ISSUED BY: MACON COUNTY FINANCE DEPARTMENT

5 WEST MAIN STREET

FRANKLIN, NC 28734

PHONE: (828) 349-2027

JACLYN MATHIS, PURCHASING AGENT

**Note: As of July 1, 1997, informal bids received under N.C.G.S. 143-131 are

“CONFIDENTIAL” and are not subject to public inspection until the Contract or Purchase

Order is awarded.**

A. INTRODUCTION

Macon County is requesting bids for the stabilization of the waterway bank at Crawford Branch. Work is to be accomplished as specified in the Construction Plan and Scope of Work.

A mandatory pre-bid meeting will be held on July 29, 2026 at 10:00 AM on site. Parking will be available at the Phillips Street Dog Park in Franklin, NC that is adjacent to the work site.

Attendance at this meeting is required for awarding this contract.

For questions regarding technical & site specification, site visits, installations, construction questions, project management, etc.

Joe Allen jallen@maconnc.org Phone 828.371.4422

For questions regarding Bid Process, Documents, Bid and Contract Terms & Conditions, etc.

Jaclyn Mathis Purchasing Agent jmathis@maconnc.org Phone 828.349.2027

All questions regarding this IFB must be submitted in writing. Responses to all questions received will be made in writing and sent to all known bid holders by addendum.

B. GENERAL BID & DOCUMENT REQUIREMENTS

All bidders submitting bids in relation to this request should familiarize themselves with the following general bid terms and conditions. Bidders not in compliance with these documents subject their bid proposals to rejection. Bid proposals must be submitted complete with all required signed documents, final pricing, signature pages, etc., at the time of submission.

Macon County will not request required information after bid opening and the lack thereof may subject a bid to rejection.

It is the responsibility of all respondents to contact Macon County prior to submitting a response to the IFB to ascertain if any addenda have been issued, and to obtain any and all addenda, execute them, and return addenda with their response to the IFB.

1. The bidder and/or bidders to whom the contract is awarded must comply with all aspects of this bidding process, which are designed to meet the requirements of North Carolina G.S. 143-128, 129 & 131, as amended, which collectively govern bidding procedures for government construction projects in North Carolina.

2. Bids submitted in response to this request will be governed by N.C. General Statute and the general provisions outlined in this request.

3. All bidders for construction, renovation or improvement projects costing $40,000 or above must hold a current, proper North Carolina General Contractor’s license for the project at the time they submit their bid. The quantities provided on the bid form are for general information purposes and the bidder shall be responsible for determining final quantities for each bid item in determining the lump sum price.

4. Macon County Government does not discriminate on the basis of race, color, sex, national origin, religion, age, or disability. Any contractors or vendors who provide services, programs or goods for Macon County are expected to fully comply with the County's non-discrimination policy.

5. Macon County reserves the right to accept or reject any or all bids, evaluate all bids, especially where there is a wide range in specifications, and make an award in the best interest of the County. Macon County reserves the right to take exception to or waive any item in the bid.

6. Bid Submissions, Bid Evaluation and Contract Award: All informal contracts for construction or repair work shall be awarded to the lowest responsible, responsive bidder, taking into consideration quality, performance, and the time specified in the bid for the performance of the contract. In making a determination of responsibility, Macon County may use criteria such as:

• Compliance with bid package requirement

• Contractor’s qualifications

• References

• Financial ability

• Insurance coverage

• Etc.

7. All bids for combinations of work and product must be accompanied by the vendor’s proposed start and completions schedule or timeline and other pertinent project data.

8. All bid proposals must use the forms included. All bid proposals must be signed by an individual authorized to bind the contractor to a contract prior to submission.

9. Delivery of Bids: Electronically transmitted bids will not be accepted. To be considered, bid proposals should include:

i. Completed Non-collusion Affidavit (page 6)

ii. Bid item list (page 7)

iii. Completed Bid Sheet and Contract Terms Acceptance Form (page 8)

Bid proposal must be sealed upon delivery with the project name and number present on the outside of sealed bid proposal.

All bid proposal packages shall be delivered or mailed direct to:

Macon County Finance Department Attn: Jaclyn Mathis 5 W Main Street Franklin, NC 28734

PROMPT DELIVERY OF BIDS TO PURCHASING AGENT IS THE SOLE RESPONSIBILITY OF THE

BIDDER. BIDS RECEIVED AFTER THE BID DEADLINE, REGARDLESS

OF REASON, WILL NOT BE CONSIDERED.

10. Macon County shall not be held responsible for nor will it pay any costs or expense associated with the preparation or submission of a bid proposal submitted in response to this solicitation, such expenses and costs being the sole responsibility of the bidder.

Nothing in this solicitation or any response submitted pursuant to shall obligate Macon County to award a contract to a bidder.

11. In case of default of an awarded contractor, Macon County may procure the articles and/or services from other sources and may hold the defaulting contractor responsible for any excess cost occasioned thereby.

12. Payment: Full payment will be made by check within thirty-days after project completion and final inspection and notification of acceptance is given to the Finance Department by the County’s Soil and Water Director. Once proof of acceptance is received, the Finance Department will process the invoice for payment. No payment will be made until contractor completes all delivery, construction, installation or other provisions or responsibilities as agreed upon prior to project start and corrected any deficiencies found.

13. Terms & Conditions Acceptance: By submitting a signed proposal in response to this solicitation, the individual is verifying that he/she is a duly authorized representative of the company and is able to legally bind the company to this agreement. Signature also denotes agreement that the terms and conditions of this bid shall override all other terms and conditions, regardless of form or delivery.

14. Minimum Insurance Requirements: Macon County requires that all contractors performing site preparation, paving, installation, construction, repairs or renovations on County property shall provide insurance certificates to the County naming Macon County as secondary insured. The contractor shall procure, maintain and provide proof of insurance coverage for injuries to persons and/or property damage as may arise from, or in conjunction with, the work performed on behalf of the county by the contractor, his agents, representatives, employees or subcontractors. Proof of coverage as contained herein shall be submitted prior to the commencement of work and the contractor shall maintain such coverage for the duration of the contract period.

15. Minimum Insurance Coverage Limits: General Liability: $2,000,000 combined single limits, $1,000,000 annual aggregate ($1,000,000 products and completed operations aggregate)

• Automobile Liability: $1,000,000 combined single limits, $1,000,000 annual aggregate.

• Workers Compensation: Workers Compensation is required by all contractors or subcontractors regardless of the number of employees.

16. Builders Risk: Contractor to decide amount of coverage needed for the project materials. The contractor’s insurance shall be primary over any applicable insurance or self-insurance maintained by the County. The contractor shall provide 30 days written notice to the County before any cancellation, suspension, or void of coverage in whole or part, where such provision is reasonable.

• All coverage for subcontractors of the contractor shall be subject to all of the requirements stated herein.

C. SCOPE OF WORK

Work will need to be completed before December 1st 2026. Macon County. Bidders should utilize Construction Plans, Crawford Branch attachment for complete technical Scope of Work.

General Notes:

• Erosion and sediment control practices must be installed, inspected and maintained.

• Silt fence shall be installed on the stream side of any stockpiles.

• Work shall be staged such that no more stream bank is disturbed than can be stabilized with seed, mulch and matting at the end of each work day.

• Disturbed upland areas must be stabilized with seed and mulch within 7 days of reaching final grades.

• Work shall be scheduled during periods of low flow.

• Flow shall be pumped around the work area until all structures and bank stabilization is complete.

• Excess excavated materials not useful to the project shall be disposed off-site.

• Equipment should be cleaned and free of fuel, oil and lubricant leaks.

• All fueling should be preformed at least 100 feet from flowing water.

• Equipment shall operate from the top of bank as much as practical and shall take precautions to limit downstream sediment migration.

• Contractor shall repair any damage and return work areas to pre-project conditions.

• Herbicide should be selectively applied at least two weeks prior to excavation.

o Existing native trees and shrubs, including dogwood, willow, and alder, shall be protected from herbicide impacts.

• Exotic plants shall me stripped and removed from site.

Plan and Profile:

• Conform downstream creek bed to upstream culvert inverts.

• Slope and stabilize lower bank 1.5:1

• Slope and stabilize upper bank 2:1

• Plant approved trees and shrubs along south slope.

• Selectively apply aquatic safe herbicide to kudzu, honeysuckle and multi-flora rose prior to grading

• Construct Geolifts and Riprap per construction plan specs.

Refer to the Construction Plan for specs on each proposed area of work.

D. Non-Collusion Affidavit

State of North Carolina County of Macon

1. The signer of this document is the _______________________________(Title) of _______________________________(Company), who is the respondent that has submitted the attached bid response.

2. The undersigned person is fully informed concerning the preparation and contents of the attached response and of all pertinent circumstances related to it, and is authorized to sign this affidavit. This affidavit is given under penalty of perjury as provided by law.

1. Such bid response is genuine and is not collusive or sham in anyway whatsoever.

4. Neither the person responding nor any of its officers, partners, owners, agents, representatives, employees or parties in interest, including the signer of this affidavit, have in any way colluded, conspired, connived or agreed, directly or indirectly, with any other respondent, firm or person to submit collusive or submit a sham response in connection with the contract for which the attached response has been submitted or to refrain from responding in connection with such contract, or has in any manner, directly or indirectly, sought by agreement or collusion or communication or conference with any other responder, firm or person to fix the price or prices in the attached response or of any other responder, or to fix any overhead, profit , or cost to secure through collusion, conspiracy, connivance or unlawful agreement and advantage against any person interested in the proposed contract.

5. The price or prices quoted in the attached response are fair and proper and are not derived by any collusion, conspiracy, connivance or unlawful agreement on the part of the respondent or any of its agents, representatives, owners, employees, or parties in interest.

__________________________ (Seal) Signature of Officer

Subscribed and sworn to before me, this _______ day of _____________, 20 ______.

Notary Public ________________________

My commission expires: ________________

Item Description Quantity Unit Unit Price Extended 1 Mobilization 1 LS 2 Construction Entrance/Exit 1 LS 3 Pump-around Flow Diversion 1 LS 4 Selective Herbicide Treatment 0.7 AC 5 Earthwork 70 CY 6 Geolifts (soil, coir logs, coir matting, stakes) 55 LF 7 Class 1 Riprap for Riffles and Geolift Foundation 90 TON 8 Silt fence 100 LF 9 Erosion Control Matting 360 SY

10 Bank and Buffer Seeding (temporary, permanent, mulching) 0.6 AC 11 Lawn Re-seeding (tall fescue) 0.1 AC 12 Live Stakes (during dormancy) 300 EA 13 Trees and Shrubs (during dormancy) 300 EA

Bid Submitted By: Date:

Bid Item List Crawford Branch Stabilization

June 17, 2026

Headwaters Engineering, PC 6/17/2026

E. BID SHEET & CONTRACT TERMS ACCEPTANCE FORM

Crawford Branch Stabilization

Bid# 03-1032W Company ____________________________________________________________

Address/City/State/Zip _________________________________________________

Telephone Number: _______________ Cell Phone: ___________________

Email Address: _______________________________________________________

OFFER

A. This offer shall be open to acceptance and is irrevocable for a minimum of 120 Days from the bid closing date.

B. Having examined the Place of Work and all matters referred to in the Bid/Contract

Documents prepared by Macon County for the above-mentioned project, we, the undersigned, hereby offer to provide a complete work product.

TOTAL BASE BID $__________________________

Addenda (if none, state “N/A”): #1 __________, #2 __________, #3__________.

Terms & Conditions Acceptance: By signing below, the individual accepts and verifies:

A. That he/she is a duly authorized representative of the company and is able to legally bind the company to this agreement.

B. Understanding of all terms and conditions contained within this solicitation and that this solicitation, its terms and conditions, become the entire contract to which Macon County and contractor will be bound for this project, and shall override and supersede all other terms and conditions, regardless of form or delivery.

C. That this offer is not a “sham” offer and is made without collusion.

D. Acceptance of and agreement to fulfill the insurance & risk requirements set forth above.

Printed Name of Authorized Individual Title

Signature of Authorized Individual Date

PROJECT SITE

LAT: 35.178306; LONG

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EAN

DER; RIG

HT-BEN

DIN

G

PO

O L W

ILL BE M

IR

R O

R

IM

AG

E.

2.

RIG

H

T BAN

K FO

R

PO

O

L N

EAR ST

A 5+15 W

ILL BE REIN

FO

RC

ED W

ITH

G

EO

LIFTS.

SEE DETAIL.

3.

O

U

TSID

E BAN

K SLO

PE VARIES FR

O

M

1.5: 1 TO

2 .5: 1 DEPEN

DIN

G O

N

SPA

C E

AVA

ILABLE.

4.

BAN

KS AN

D

G R

AD

ED

SLO

PES SH

ALL BE RO

U

G H

EN

ED

PERPEN

D

IC

U

LAR TO

SLO

PE, C

O

VERED

W

ITH 3" LAYER O

F TO

PSO

IL, SEED

ED

, M

U

LC

H

ED

AN

D

M

AT

TED

W

ITH 780 G

/M

CO

IR FIBER M

ATTIN

G

5.

BAN

KS SH

ALL BE LIVE-STAKED

AT 3' O

.C

. D U

RIN

G

TH

E D

O

RM

AN

T SEASO

N

FO

LLO

W

IN

G

G

RAD

IN

G

6.

PLAN

T TR

EES AN

D

SH

R

U

BS ALO

N G

TO

P O

F BAN

K AS SPAC

E PERM

ITS.

20'

FINAL FO

N

STR

U

C

30' c..

CJ

T E

J U

N E

A L

E

A S

S H

O

TYPIC

AL

SEC

TIO

N S

S H

E E

T

O

Cl)

0::

A L

F

N S

T R

U C

T

G R

O U

PO

SED

G R

AD

E

12" C O

IR

LO

G

AN

C O

ED

/ 18" W O

O D

EN

STA

KES

LIVE STA

KES AT

3'

O .C

.; SEE N

O

TE 11

BR

U

SH

C

U

TTIN

G S;

SEE N

O

TE 11

IR

M

ATTIN

G

(780 G /M

2) W R

APPED

G

EO

LIFT N

O

TES:

1 , ------------ --------- --- ------ ---- ---

O

I

G E

O L

IF

BASE FLO

EPTH

1' +/-

1.

TO

P O

F STO

N

E FO

U N

D

ATIO

N

TO

C O

IN

C

ID

E W

ITH

BASE FLO

W W

ATER

SU

R

FA

C

E TH

R O

U G

H R

EPAIR

SEC

TIO

N

2.

R

EM

O

VE SLU

M

PED

AN

D

LO

O

SE SO

IL

AN

D

O

VER

EXC

AVAT

E FO

R

STO

N

E FO

U

N D

AT

IO

N

3.

PLAC

E EN

TIR

E LEN

G

TH

O

F STO

N

E FO

U

N D

ATIO

N

4.

R O

LL C

O

IR

M

ATTIN

G

LEN

G

TH

W

ISE ALO

N

G

BAN

K, LEAVIN

G

2' O F 6.5' R

O

LL W

ID

TH

O

VER

STO

N

E

FO

U N

D

ATIO

N

AN

D

EXTEN

D

IN

G

FLAP O

F R

EM

AIN

IN

G C

O

IR

M

ATTIN

G O

VER

TH

E SLO

PE.

5.

PLAC

E C O

IR

LO

G S O

N

TO

P O F C

O

IR

M

AT

TIN

G

AN

D

AN

C

H O

R

TO

SU

BG

R

AD

E W

ITH

W O

O D

EN

STAKES

EVER

Y 3'.

6.

PLAC

E AN

D

C O

M

PA

C

T 12" LIFT O

F C

LEAN

SO

IL O

VER

C

O

IR

AN

D

AG

AIN

ST C

O

IR

LO

G

7.

APPLY

TEM

PO

R

AR

Y AN

D

PER

M

AN

EN

T SEED

M

IX

AN

D

STR

AW

M

U

LC

H O

N

FLAT, EXPO

SED

PO

R

TIO

N O

F TH

E LIFT.

8.

W

R

AP R

EM

AIN

D

ER

O F C

O

IR

R O

LL W

ID

TH

U

P AN

D

O

VER

C O

IR

LO

G

AN

D

STA

KE C

O

IR

M

AT

TIN

G W

ITH

W

O O

D

EN

STA

KES EVER

Y 3'.

9.

PLAC

E TH

IN

LAY

ER

O

F SO

IL O

VER

C

O i R

AN

D

LAY

D

O R

M

AN

T BR

U

SH

C

U

TTIN

G

S AT

6" O .C

10.

R

EPEAT

STEPS 4 -9 TO

R

EAC

H

TH

E TO

P LIFT.

11.

FO

R

W O

R K D

O N

E O U

TSID

E O

F TH

E D

O R

M

AN

T SEASO

N

, O M

IT BR

U

SH

C

U

TTIN

G

S AN

D R

ETU

R

N

TO

TH

E SITE D

U R

IN

G

D O

R M

AN

C

Y TO

IN

STA

LL LIVE STAKES IN

STEAD

i,-

AR

O U

N D

EAC

H

C O

IR

LO

G

AN

D

LIFT;

AN

C H

O R

W

/ 12" EC

O

STA

KES

M

PAC

TED

C

LEAN

SO

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W

ITH

3-5%

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G

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IC

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AP

R

EM

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FT AN

SLU

PED

SO

IL

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K;

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IFFLE EXTEN

S , II

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FO

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IFFLE

LEN

TH

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18" M

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IO

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IN

T O

N

PR

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FILE

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IPR

AP W

ITH

-SITE C

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BBLE AN

AVEL FILLIN

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VO

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S

SC

AR

IFY SU

BG

R

AD

E

PR

IO

R

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STO

N

E PLAC

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T

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C O

N S

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.S.

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KE

1- 111=

111= 111 =

1 11-

3 N O

D

ES M

l

N O

TES:

1.

STA

KE SPAC

IN

G

3' IN

R

IFFLES AN

D

PO

IN

T BAR

S, 2'

O N

PO

O

L O U

TSID

E BAN

KS.

2.

LIVE STAKE M

IX TO

IN

C

LU

D

E

AT LEAST TW

O O

F TH

E

FO

LLO

W

IN

G

SPEC

IES: SILKY

S E

C T

.J_

G W

O O

D

, SILKY W

ILLO

W

24" M

IN

ELD

ER

BER

R

Y, N

IN

EBAR

K, BU

TTO

N

BU

SH

TO

P C

U

T AT

AFTER

STA

LLATIO

BU

S PO

TED

PW

AR

1/2" TO

2"

BASE C

U

T

AT

45 D

EG

S e ca le ce re le n icu m ra m o su

E D

M

IX

E

A N

T L

IS

AN

H O

R M

ATTIN

6"TR

AT

P O

F BAN

K

M

AT

TIN

G

SH

ALL BE

7 80 G /M

2 C

IR

R

EM

O

VE ALL D

EBR

IS,

SC

AR

IFY SU

R

FAC

E, PLAC

E

TO

PSO

IL AN

D

SEED

/M U

LC

BEFO

E PLAC

IN

G

M

ATTIN

STEEL T-PO

ST _

FILTER

FABR

W

IR

E BAC

KIN

G

C O

M

PAC

TED

BAC

KFILL

RUNOFF-

C R

EEK

SID

E

M

IN

SEC

IV

E S

TA

K

IV

E S

T A

K E

D E

T

A L

F

T F

E N

N S

T R

U C

T ive r B irch tu la n ig

S e rvice b e rry

A m e la n ch ie r a rb o re

T ag A ld e r A ln u s se rru la ta in e b a rk

P h yso ca rp u s o p u lifo liu s

W itch

-h a ze l

H a m a m e lis virg in ia tto n

B sh p h a la n th u s o ccid e n ta lis

S w e e tsp ire lte virg in ica u n ta in

C le th le th ra a cu m in ta

AT

TIN

G

PLAC

ED

FLU

SH

W

ITH

BAN

K

SU

R

FA

C

E, LAP O

VER

D O

W N

STR

EAM

D

O W

N

SLO

PE SEAM

S

12" W O

O D

STA

KE PLAC

3' O

.C . D

IAM

O

N D

PAT

TER

ATTIN

G

AN

C H

O R

ED

1'

BELO

W

STR

EAM

BED

R

O S

IO

N

C O

N T

R O

L M

A T

T

S

8 ' M

AX

PR

O

FILE

FILTER

FA

BR

IC

IR

E BAC

STALLATIO

N

AN

D M

AIN

TEN

AN

C

E N O

TES:

8-

8-

8-

8-

8-

8-

1.

SILT FEN

C

E SH

ALL BE PLAC

ED

O N

STR

EAM

SID

E

O

F ALL STO

C

KPILES.

2.

SILT FEN

C

E SH

ALL BE R

EM

O

VED

U

M

PLETIO

N O

F EAR

TH

W O

R K.

3.

R

EM

O

VE AC

C

U M

ULATED SED

IM

EN

T BEFO

R E H

ALF

O

F TH

E SILT FEN

C E C

APAC

ITY IS R

EAC

H

ED

c..<( ch

2:

ro

_J

_J Lll w

DATE:

JUNE 20

SCALE: AS SH

OW

N Cl)

A N

T

IN

G A

S C

O N

T R

T A

SH

EET6 OF 7

PU

P-AR

O

U N

D

IN

STA

LLATIO

N

AN

D M

AIN

TEN

AN

C

E N O

TES:

1.

W O

R

KIN

G

FR

O M

TH

E TO

P O

F BAN

K, IN

STALL SAN

D

BAG

C O

FFER

D

AM

S, D

IVER

SIO

N

PU

M

P, AN

D

SU

C

TIO

N

AN

D

D

ISC

H

AR

G E H

O

SES. R

U N

TH

E

D

IVER

SIO

N

PU

M

P AN

D

IN

SPEC

T W O

R

K AR

EA FO

R

C O

FFER

D

AM

LEAKS.

2.

IN

STALL D

EWAT

ER

IN

G

PU

M

P AN

D

SILT BAG

O

NLY IF WAT

ER

IS EN

TER

IN

G

TH

E W

O R

K

AR

EA.

3.

PU

M

P-AR

O

U N

D

SYSTEM

SH

ALL N

O

T BE LEFT U

N

AT

TEN

D

ED

FO

R

AN

Y LEN

G

TH

O

F TIM

E D

U R

IN

G

O

PER

AT

IO

N S.

4.

PR

IO

R

TO

D

AILY D

ISM

AN

TLIN

G O

F TH

E PU

M

P-AR

O U

N D

SYSTEM

, STABILIZE TH

E

STR

EAM

BAN

KS AN

D

BED

W

ITH

IN

TH

E W

O R

K AR

EA W

ITH

SEED

, M U

LC

H

ER

O

SIO

N C

O N

TR

O

L M

ATTIN

G

AN

D

IN

-STR

EAM

STR

U

C

TU

R

ES.

5.

R

EM

O

VE AC

C

U M

U

LATED

SED

IM

EN

T FR

O M

U

PSTR

EAM

SID

E O F D

O W

N

STR

EAM

C

O

FFER

D

AM

AN

D

AN

Y LO

O

SE SO

IL FR

O

M W

ITH

IN

TH

E W

O R

K AR

EA.

6.

R

EM

O

VE D

EWAT

ER

IN

G

PU

M

P (IF U

SED

7.

W

H

ILE D

IVER

SIO

N

PU

M

P IS R

U N

N

IN

G , R

EM

O

VE PO

R

TIO

N

S O F C

O

FFER

D

AM

S

ABO

VE TH

E W

ATER

SU

R

FA

C E.

8.

TU

R N

O

FF D

IVER

SIO

N

PU

M

P AN

D R

EM

O

VE R

EM

AIN

IN

G

PO

R

TIO

N S O

F C O

FFER

D

AM

S BY H

AN

D

9.

PU

M

P-AR

O

U N

D

SH

ALL BE D

ISM

AN

TLED

AN

D

D

ISTU

R

BED

AR

EAS PR

O

TEC

TED

H O

PE SH

EETIN

G O

R

ER

O

SIO

N C

O N

TR

O

L M

AT

TIN

G

IN

AD

VA

N

C E O

F AN

Y

R

AIN

EVEN

T TH

AT

W

O U

LD

C

AU

SE STR

EAM

FLO

W

TO

EXC

EED

TH

E FLO

APAC

ITY O

F TH

E SYSTEM

R O

AD

/D

R

IVEW

AY

R =20'

9" M

IN

. TH

IC

KN

ESS

50' M

C

LASS A STO

N E

O

VER

N O

N -W

VEN

FILTER

FABR

12' M

C O

N S

T R

U C

T

IO

N E

N T

R A

N C

E

E X

IT

A L

F

O N

-W O

VEN

SILT

BAG

N S

T R

U C

T

10' M

IN

. FR

O M

STR

LASS B

S O

N

E PAD

O R

PA

LLET

C O

FFER

D

AM

; C

LASS B STO

N

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/ PLASTIC

SH

EETIN

1' D

EEP

SETTLIN

G

PO

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IL

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EW

ATER

IN

G

PU

M

P I SILT BAG

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VE

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K

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PR

O

TEC

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K VEG

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AD

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VAR

I ES-

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-SI TE C

O

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IVER

SIO

N

PU

M

P C

APAC

ITY

= 150% O

F

BASE FLO

FLO

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EPTH

-1'

H

OPE SH

EETIN

G

W

ITH

6" O F

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-SITE C

O

BBLE O

VER

LAY

U

SE SAN

D

BAG

S AT

BASE

AS N

EC

ESSAR

Y

PR

O

FILE

SPLASH

PA

*N

TE:

W

O R

K AR

EA SH

ALL BE STA

BILIZED

BY

TH

E EN

D

O

F EAC

H W

O R

K D

AY

TO

P O

F BAN

K

M

AX D

EPTH

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BO

TTO

F F

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D

M P

A

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U N

D S

C H

E M

A

SEC

ch 2:

1o

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N E

A L

E

A S

S H

O

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T

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