W91238-10-B-0005-0003.pdf

VALLEY RESIDENT OFFICE

2021 JEFFERSON BLVD

WEST SACRAMENTO CA 95691

W62N6M01344549 12674

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this amendment is to make minor corrections to the specif ication as bookmarked and add a separate CLIN for Storm Water Pollution Prevention Plan (SWPPP) Design, Development and Implementation, as it has a different period of performance.

As a result of the volume of changes/corrections, the bid due date is extended to 6 August 2010.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 4

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 30-Jul-2010

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W91238-10-B-0005

X 9B. DATED (SEE ITEM 11)

02-Jun-2010

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

30-Jul-2010

CODE

USACE SACRAMENTO DISTRICT

ATTN: CONTRACTING DIVISION

1325 J STREET-ROOM 878

SACRAMENTO CA 95814-2922

W91238 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE W91238

FACILITY CODECODE

EMAIL:TEL:

W91238-10-B-0005

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 03-Aug-2010 01:00 PM to 06-Aug-2010 01:00 PM.

CLIN 0001

The CLIN extended description has changed from The Contractor shall furnish all materials, labor, equipment, and transportation necessary to complete the work in accordance with this document and all attachments.

In Section 00700, FAR 52.211-10 Commencement, Prosecution and Completion of Work, includes a construction exclusion period from 15 November 2010 through 30 April 2011. Please refer to Section 00 73 05 paragraph 1.3.3 for additional schedule constraints.PreAward Survey and Subcontracting Plan must be provided by the apparent low bidder no later than (2) two business days after bid opening. to The Contractor shall furnish all materials, labor, equipment, and transportation necessary to complete the project in accordance with this document, Exhibit A, and all attachments. Exhibit A is the pricing breakout/consolidation for items included within CLIN 0001. In Section 00700, FAR 52.211-10 Commencement, Prosecution and Completion of Work, includes a construction exclusion period from 15 November 2010 through 30 April 2011. Please refer to Section 00 73 05 paragraph 1.3.3 for additional schedule constraints.PreAward Survey and Subcontracting Plan must be provided by the apparent low bidder no later than (2) two business days after bid opening..

CLIN 0002 is added as follows:

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002 1 Lump Sum Storm Water Pollution Prevention Plan

FFP

Storm Water Pollution Prevention Plan (SWPPP) Design, Development, and Implementation - The Contractor shall provide all labor, material, and equipment to design, develop, and implement the Storm Water Pollution Prevention Plan in accordance with this document and all attachments.

FOB: Destination

PURCHASE REQUEST NUMBER: W62N6M01344549

NET AMT

INSPECTION AND ACCEPTANCE

The following Acceptance/Inspection Schedule was added for CLIN 0002:

INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

Destination Government Destination Government

TABLE OF CONTENTS

The Table of Contents has changed from:

Exhibit/Attachment Table of Contents

DOCUMENT TYPE DESCRIPTION PAGES DATE

Exhibit A CLIN 0001 Exhibit(s) 1 Attachment 1 Wage Determination, CA

100009

36 26-MAR-2010

Attachment 2 Specification #1756 578 19-MAY-2010 Attachment 3 Drawings 41 10-MAY-2010 Attachment 4 PreAward Survey 5 19-MAY-2010 Attachment 5 Sample Subcontracting

Plan

8 01-AUG-2008

Attachment 6 Amendment 0002 Plans&Specs

93 13-JUL-2010

to:

Exhibit/Attachment Table of Contents

DOCUMENT TYPE DESCRIPTION PAGES DATE

Exhibit A CLIN 0001 Exhibit(s) 1 Attachment 1 Wage Determination, CA

100009

36 26-MAR-2010

Attachment 2 Specification #1756 578 19-MAY-2010 Attachment 3 Drawings 41 10-MAY-2010 Attachment 4 PreAward Survey 5 19-MAY-2010 Attachment 5 Sample Subcontracting

Plan

8 01-AUG-2008

Attachment 6 Amendment 0002 Plans&Specs

93 13-JUL-2010

Attachment 7 Amendment 0003 Change Package

388 30-JUL-2010

The following have been deleted:

EXHIBIT A

SECTION 00100 - BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

The following have been added by full text:

EXHIBIT A

(End of Summary of Changes)

Yuba River Basin, CA 1756

MARYSVILLE RING LEVEE PHASE 1

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

00 73 05 SUPPLEMENTARY CONDITIONS REQUIREMENTS FOR THE MARYSVILLE

RING LEVEE PROJECT

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00.00 GENERAL REQUIREMENTS

01 11 00.01 MOBILIZATION AND DEMOBILIZATION

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 32 01 PROJECT SCHEDULE

01 33 00.00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.10 QUALITY CONTROL SYSTEM (QCS)

01 45 00 QUALITY CONTROL

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 57 20 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 02 00 SUBSURFACE DATA

02 41 00 DEMOLITION

DIVISION 05 - METALS

05 50 15 CIVIL WORKS FABRICATIONS

DIVISION 09 - FINISHES

09 97 13.27 EXTERIOR COATING OF STEEL STRUCTURES

DIVISION 10 - SPECIALTIES

10 14 01 SIGNAGE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING, GRUBBING, AND STRIPPING

31 23 00 EXCAVATION AND FILL

31 25 13.00 EROSION CONTROL SEEDING

31 62 42 CUTOFF WALL SOIL MIXED

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 10 00 BITUMINOUS CONCRETE PAVEMENT

32 11 23 AGGREGATE BASE COURSE

32 17 24.00 10 PAVEMENT MARKINGS

32 31 26 PIPE GATES AND BOLLARDS

DIVISION 33 - UTILITIES

PROJECT TABLE OF CONTENTS Page 1 Amendment 03

Attachment 7 W91238-10-B-0005-0003

30 July 2010

33 24 13 GROUNDWATER MONITORING WELLS

DIVISION 34 - TRANSPORTATION

34 71 13.19 VEHICLE BARRIERS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2 Amendment 03

Attachment 7 W91238-10-B-0005-0003

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 73 05

SUPPLEMENTARY CONDITIONS REQUIREMENTS FOR THE MARYSVILLE RING LEVEE PROJECT

01/10

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SUPPLEMENTARY CONDITIONS REQUIREMENTS

1.3.1 SCR-1 Location of Work

1.3.2 Scope of Work

1.3.3 SCR-3 Allowable Time, Schedule Constraints and Time of

Completion

1.3.4 SCR-4 Site Conditions

1.3.5 SCR-5 Lands and Right-of-Way

1.3.6 SCR-6 Access by Government, and Other Jurisdictional Public

Agencies

1.3.7 SCR-7 Contractor's Tools and Equipment

1.3.8 SCR-8 Locking Gates

1.3.9 SCR-9 Water Source for Construction Operations

1.3.10 SCR-10 Cleaning Up

1.3.11 SCR-11 Protection of Existing Improvements

1.3.12 SCR-12 Record Drawings

1.3.13 SCR-13 Flood Emergency

1.3.14 SCR-14 Permits and Approvals

1.3.15 SCR-15 Dust Control

1.3.16 SCR-16 Fire Control

1.3.17 SCR-17 Air Pollution Control

1.3.18 SCR-18 Noise Control

1.3.19 SCR-19 Allowable Work Hours

1.3.20 SCR-20 Archaeological, Paleontological, and Cultural Resources

1.3.21 SCR-21 Protection of Existing Trees

1.3.22 SCR-22 Biological Resources

1.3.23 SCR-23 Raptor and Migratory Birds

1.3.24 SCR-24 Giant Garter Snake Protocol

1.3.25 SCR-25 Wetlands and Sensitive Habitats

1.3.26 SCR-26 Western Pond Turtle Habitat

1.3.27 SCR-27 U.S. Fish and Wildlife Service

1.3.28 SCR-28 Central Valley Flood Protection Board

1.3.29 SCR-29 Speed Limit

1.3.30 SCR-30 Marysville Levee Commission Coordination

1.3.31 SCR-31 Provision Regarding Maintaining Minimum Flood

Protection During Construction

1.3.32 SCR-32 Coordination with the Contracting Officer and Utilities

Relocation

1.3.33 SCR-33 Haul Routes

1.3.34 SCR-34 Slurry Spill Prevention Contingency Plan

1.3.35 SCR-35 Tree Removal

1.3.36 SCR-36 Resource Coordination

1.3.37 SCR-37 Flood Contingency Plan

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Attachment 7 W91238-10-B-0005-0003

1.3.38 SCR-38 Utility Provider Response Plan

1.3.39 SCR-39 Stop Work Authority

1.3.40 SCR-40 Floodway Construction Schedule

1.3.41 SCR-41 High Visibility Fencing, Habitat Preservation and

Buffers

1.3.42 SCR-42 General Safety Requirements

1.3.43 SCR-43 Storm Water Pollution Prevention Plan

1.3.44 SCR-44 Unsuitable Levee Degrade Material

1.3.45 SCR-45 Grading Permit

1.3.46 SCR-46 Cobbles

1.3.47 SCR-47 Cut-off Wall Rig

1.3.48 SCR-48 Local Jurisdictions Permitting Requirements

1.3.49 SCR-49 Jack Slough Road and Sampson Street Availability

1.3.50 SCR-50 Cutoff Wall Construction Schedule

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

DOCUMENT 00 73 05 Page 2 Amendment 03

Attachment 7 W91238-10-B-0005-0003

SECTION 00 73 05

SUPPLEMENTARY CONDITIONS REQUIREMENTS FOR THE MARYSVILLE RING LEVEE PROJECT

01/10

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2008) Safety and Health Requirements Manual

1.2 SUBMITTALS

The following shall be in accordance with Section 01 33 00.00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals; G Permits and Approvals; G Construction emission/dust control plan; G Permit, waiver or other documentation with the mapped haul routes from local jurisdictions to repair or compensate for damage; G Slurry Spill Prevention Contingency Plan; G Flood Contingency Plan; G Utility Provider Response Plan; G Storm Water Pollution Prevention Plan; G Grading Permit; G

1.3 SUPPLEMENTARY CONDITIONS CONDITIONSREQUIREMENTS

1.3.1 SCR-1 Location of Work

The Project is located in Yuba County, California, along portions of the Marysville Ring Levee that surrounds the City of Marysville.

1.3.2 Scope of Work

Phase 1 of the Marysville Ring Levee project is approximately 4,600 lineal feet (l.f.) long and spans from approximately 1,100 feet east of Jack Slough Road to approximately 400 feet north of the intersection of the Ring Levee with the Union Pacific Railroad tracks. Based on the Levee centerline alignment, Phase 1 spans from station 37+00 to station 83+00.

The Phase 1 footprint spans from station 32+00 to station 88+00.

Phase 1 improvements include the following:

a. A Soil-Cement-Bentonite (SCB) wall spans the entire length of Phase 1.

The cutoff wall will extend through the crown centerline, of the final levee alignment, to depths varying between approximately 102 and 110 feet from the working platform of a partially degraded levee.

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b. Levee geometry corrections between station 49+00 and station 83+00 that include modifications to the levee crown width and the waterside levee slope to meet current U.S. Army Corps of Engineers (USACE) SOP standards.

c. A continuous waterside 15-foot wide and a transitioning landside 10-foot wide (Stations 37+00 to 68+50) to a 20-foot wide (72+50 to 83+00) Operation and Maintenance (O&M) corridor from station 37+00 to station 83+00. The O&M corridor is located adjacent to the toe of the levee slope.

d. New O&M ramps will be required to allow for crossing at the abandoned railroad bed in order to provide continuous access along the waterside toe of the levee.

e. A new Levee Service Road will be installed.

f. Work will include excavation and transport of borrow material to provide suitable material needed for the construction of levee embankment and widening.

g. The levee project site and borrow site(s) will be finished with ramps and all existing appurtenances replaced, final grading, and seeding.

1.3.3 SCR-3 Allowable Time, Schedule Constraints and Time of Completion

The following constraints will apply and must be incorporated into the Contractor's schedule.

TIME OF COMPLETION

1. Contracting Officer and Resident Engineer's Office Facility:

Installed and ready for occupancy not later than five (5) calendar days prior to start of excavation or not later than fifteen (15) calendar days after Notice to Proceed, whichever occurs first.

2. Complete levee widening up to the working platform , any cutoff wall constructed in 2010 and all associated levee re-construction from STA 69+60 to 88+00 and all associated work:

October 31, 2010

3. Complete permanent erosion control and site cleanup for all 2010 disturbed areas:

November 15, 2010

4. Early start and late finish for all work between STA 32+00 and 69+60 67+50 (GGS Habitat Area).

May 1, 2011 (Early Start) to September 30, 2011 (late finish)

5. Early start for any 2011 work between 69+6067+50 and 88+00.

May 1, 2011 (early start)

6. Complete all work in proximity of Jack Slough Road.

July 31, 2011

7. Complete all work including permanent erosion control and site cleanup for all other 2011 disturbed areas:

November 15, 2011

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1.3.4 SCR-54 Site Conditions

The Contractor shall satisfy himself or herself concerning the nature and location of the work; the general and local conditions, particularly those affecting transportation, disposal, handling and storage facilities;

availability of labor, water, power, communications, roads, climatic conditions and seasons; physical conditions at the job sites and Project areas as a whole; job-site topography and ground conditions; permits, equipment, and facilities needed preliminary to, and during, work prosecution; and all other matters which can in any way affect the work, including cost thereof. Failure of the Contractor to become acquainted with all available information regarding any applicable conditions will not relieve the Contractor from the responsibility for properly estimating either the difficulties or the costs of successfully performing the work.

The EA/IS shall be made available upon request by contacting the Contracting Officer.

1.3.5 SCR-56 Lands and Right-of-Way

The right-of-way for the construction of work, as shown on the Plans, will be provided by the U.S. Army Corps of Engineers (USACE). The Contractor is responsible for obtaining land rights and easements for areas to be used for the Contractor's own convenience outside the right of way shown and footprint limits on the Plans and shall absorb complete liability for the use, and/or associated activities related to the use, of such land.

Compliance with environmental and cultural laws shall be followed by the contractor if using lands other than those identified by the Corps.

1.3.6 SCR-67 Access by Government, and Other Jurisdictional Public Agencies

Marysville Levee Commission is responsible for inspecting and maintaining the existing levee. The Contractor shall conduct the work so that Marysville Levee Commission personnel and equipment are not prevented from access to the existing levee at all times for normal and emergency purposes. The Central Valley Flood Protection Board, the U.S. Fish and Wildlife Service, the Army Corps of Engineers, the National Marine Fisheries Service (NMFS), the State Department of Fish and Game, and the County of Yuba have jurisdictional authority over the work as defined in the respective sections, associated permits and/or agreements. The Contractor shall allow these agencies and other jurisdictional public agencies, unrestricted access to the Project site.

1.3.7 SCR-78 Contractor's Tools and Equipment

The Contractor shall furnish all equipment, materials, tools, supplies, and manufactured articles required for the completion of the work in accordance with the Contract. The Contractor shall take the necessary precautions to secure tools and equipment from theft while on-site. The Government assumes no responsibility for lost, vandalized, or stolen equipment belonging to the Contractor, its subcontractors, or its employees.

1.3.8 SCR-89 Locking Gates

The Contractor shall take care to protect and operate any existing gates that control access to the Project right-of-way, in conformance with the Government and Marysville Levee Commission requirements. These requirements include preventing passage through the gates of unauthorized

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Attachment 7 W91238-10-B-0005-0003 persons and equipment during periods of Contractor use of the gates and locking the gates during non-construction periods, if so directed by the Contracting Officer.

1.3.9 SCR-910 Water Source for Construction Operations

Contractor is responsible for identifying, securing, and obtaining all water needed for the project for both potable uses and for construction purposes.

Construction water shall not be obtained from Jack Slough or any other water body adjacent to the project.

1.3.10 SCR-1011 Cleaning Up

The Contractor shall dispose of all trash items in closed containers, which shall be removed at least once per day. Vegetative wastes shall be chipped or delivered to waste energy facilities, mulched, composted, or used for firewood.

1.3.11 SCR-1112 Protection of Existing Improvements

Except as specified herein or as shown on the Plans, existing structures, irrigation water canals, or other improvements in the area adjacent to the work area shall not be disturbed, damaged, or undermined by the Contractor, except where in the opinion of the Contracting Officer it is essential to relocate such improvements. If relocation of any facility is required, the Contractor shall relocate the improvements to be at least equal in condition to the original. The Contractor shall take all necessary precautions to prevent any damage to existing facilities. Should damage or injury occur as a result of the Contractor's operations, the Contractor shall repair or replace such damaged facilities to the Contracting Officer's satisfaction at the Contractor's expense.

The Contractor shall repair any damage to public streets resulting from the Contractor's operations, as directed by the Contracting Officer. Repair shall be made per industry standards and conform to local jurisdictional requirements. Repairs shall be made at no additional cost.

1.3.12 SCR-1312 Record Drawings

The Contractor shall maintain a neat and accurate marked set of working record drawings in accordance with Specifications. The record drawings shall be subject to the inspection of the Contracting Officer at all times and shall be kept current weekly with all work instructions, change orders, and construction adjustments shown thereon and initiated by inspection.

The Contracting Officer reserves the right to withhold progress payments, or portions thereof, if record drawings are not maintained as stated above.

1.3.13 SCR-1413 Flood Emergency

In the event of a flood emergency requiring action by the jurisdictional flood control agencies prior to completion of the work, the Contracting Officer shall have the right to suspend the work in accordance with the General Specifications. Such suspension includes the right of the Contracting Officer to take over the Project to conduct flood protection activities.

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Attachment 7 W91238-10-B-0005-0003

1.3.14 SCR-1514 Permits and Approvals

The Contracting Officer has obtained various permits, agreements, and rights for performance of the work. These permits may be described more fully in other SCRs and these specifications. The Contractor will be required to obtain additional permits or be a signatory on the Contracting Officer obtained permits as noted throughout the specifications. The Contractor shall be responsible for complying with all conditions of the permits and agreements. Any delays to the Project resulting from the Contractor's failure to follow permit requirements will not be the responsibility of the Contracting Officer and the Contractor will not be granted any extension of time for such delays.

The Contractor is responsible for obtaining all environmental permits or use permits required for easements to land being used for the Contractor's own convenience. Any delays to the Project resulting from the lack of these additional permits or the Contractor's failure to follow permit requirements will not be the responsibility of the Contracting Officer and the Contractor will not be granted any extension of time or additional compensation for such delays. Copies of all permits obtained by the Contractor shall be given to the Contracting Officer within 10 days of receipt of permit.

1.3.15 SCR-1615 Dust Control

The Contractor shall comply with the provisions of Section 01 57 20 ENVIRONMENTAL PROTECTION of the General Specifications. The Contractor shall prepare and submit a construction emission/dust control plan to the Contracting Officer and Feather River Air Quality Management District (FRAQMD) and shall receive approval of the plan before groundbreaking.

During the performance of the work, the Contractor shall assume all responsibility for dust control and shall furnish all labor, equipment, and means required, and shall carry out proper and efficient measures wherever and as often as necessary to prevent the construction operations from producing dust in amounts harmful to persons, damaging to property, or causing a nuisance to persons living nearby or occupying buildings in the vicinity of the work, or as directed by the Contracting Officer. Dust control will be strictly enforced with particular emphasis on work areas adjacent to residential and agricultural properties. The curtailment of the construction activities as a result of inadequate dust control measures will not be considered an unavoidable delay. The Contractor shall suspend all grading operations when fugitive dust levels exceed levels specified by FRAQMD regulations or deemed unacceptable by the Contracting Officer.

1.3.16 SCR-1716 Fire Control

No burning shall be allowed for any activities associated with this project.

Delivering removed vegetative material to compost or waste-to-energy facilities is encouraged. Land filling of material shall be minimized.

1.3.17 SCR-1817 Air Pollution Control

The Contractor shall comply with the air pollution control protocols in the General Specifications. To the extent available, the Contractor shall use existing power sources for the Contractor provided trailers rather than temporary power generators. If existing power sources are unavailable, clean fuel, low-emission on-site stationary generator equipment shall be used. Low-sulfur fuel shall be used for stationary construction equipment.

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The Contractor shall be responsible for arranging appropriate consultation with the Air Resources Board and the FRAQMD, to determine registration and permitting requirements before operating portable engines or portable engine-driven equipment at the project site.

1.3.18 SCR-1918 Noise Control

The Contractor shall comply with Section 01 57 20 ENVIRONMENTAL PROTECTION of the General Specifications to avoid and minimize noise impacts from the construction activities.

Before construction activity begins within 500 feet of one or more residences, the Contractor shall provide written notification to the potentially affected residents, identifying the type, duration, and frequency of activities. Notification materials shall also identify a mechanism for residents to register complaints with the appropriate jurisdiction if demolition noise levels are overly intrusive.

Before haul truck trips are initiated on roads within 600 feet of one or more residences, the Contractor shall provide written notification to the potentially affected residents, identifying the hours and frequency of haul truck trips. Notification materials shall also identify a mechanism for residents to register complaints with the appropriate jurisdiction if haul truck noise levels are overly intrusive or outside exempt daytime hours.

1.3.19 SCR-2019 Allowable Work Hours

The Contractor shall limit construction activities to between the hours of 7 a.m. and 7 p.m., Monday through Saturday, and 8 a.m. to 7 p.m. on Sunday. No other construction work will be allowed outside the above mentioned hours. Such extended work hours must be reflected in the Contractor's initial approved schedule for the Project.

1.3.20 SCR-2120 Archaeological, Paleontological, and Cultural Resources

The Contractor shall comply with protocols in Section 01 57 20, ENVIRONMENTAL PROTECTION, of the General Specifications.

Contractor shall conduct Construction Personnel Training for all on-site employees. If paleontological resources are discovered during construction activities, Contractor shall cease work within 100 feet of the vicinity of the find and immediately contact the archaeologist, through the Contracting Officer, and cooperate with all pertinent mitigation procedures.

1.3.21 SCR-2221 Protection of Existing Trees

All trees outside the work limits, of any kind, are to be protected.

Contractor shall place protective barrier fencing around sensitive trees adjacent to construction areas as directed by the Contracting Officer. If damaged by the Contractor, damaged trees and landscaping shall be replaced by Contractor or otherwise mitigated as directed by Contracting Officer at the Contractor's expense.

1.3.22 SCR-2322 Biological Resources

The Contractor shall comply with the Section 01 57 20.00 41, ENVIRONMENTAL PROTECTION, of the General Specifications to avoid and minimize effect upon endangered or sensitive species in the Project area. The Contractor shall

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Attachment 7 W91238-10-B-0005-0003 schedule activities to comply with the provisions and provide required notice for surveys to be conducted by the Government's Environmental Representative. Construction personnel shall participate in an environmental awareness program, which will be provided by the Contracting Officer at the start of construction. As needed, the Contractor shall provide a translator to allow the training to be conducted in Spanish for Spanish language speakers and other languages as needed or necessary.

1.3.23 SCR-2423 Raptor and Migratory Birds

The Contractor shall comply with the provisions of the Construction Contractor Protocols for Avoiding and Minimizing Impacts to Raptors, Special Status, and Other Nesting Birds, which are included in Section 01 57 20, ENVIRONMENTAL PROTECTION, of the General Specifications. If a nesting bird is found injured on the Project site, the Contracting Officer shall be notified immediately so the animal can be relocated to a raptor recovery center.

1.3.24 SCR-2524 Giant Garter Snake Protocol

The Contractor shall comply with the provisions of the Construction Contractor Protocols for Avoiding and Minimizing Impacts to the Giant Garter Snake (GGS), which is included in Section 01 57 20, ENVIRONMENTAL PROTECTION, of the General Specifications and as described in the drawings. Work areas within this Contract include areas that have been identified as Giant Garter Snake habitat. As such, the Contracting Officer has required the installation of K-Rails as defined in Section 01 57 20.00 41, ENVIRONMENTAL PROTECTION as shown on the plans to separate these areas from areas of ground disturbing activities. Giant garter snakes encountered during construction activities shall be allowed to move away from the area on their own volition. Some of the K-Rails shown on the drawings provide a barrier for equipment from entering GGS habitat. No construction activity shall occur between STA 32+00 to 67+50 until the 2011 construction season as described in paragraph 1.3.3, SCR-3, herein. (See Phase 1-GGS Habitat with 200 foot Buffer Map)

1.3.25 SCR-2625 Wetlands and Sensitive Habitats

The Contractor shall not impact Wetlands and Sensitive Habitats. Some of the K-Rails shown on the drawings provide a barrier preventing equipment from entering wetland areas.

1.3.26 SCR-2726 Western Pond Turtle Habitat

The Contractor shall comply with requirements defined in Section 01 57 20, ENVIRONMENTAL PROTECTION, of the General Specifications.

1.3.27 SCR-2827 U.S. Fish and Wildlife Service

A Biological Opinion has been issued by the U.S. Fish and Wildlife Service.

The Contractor shall comply with the terms and conditions and is responsible for implementing all requirements and obligations included in the opinion. A copy of the Biological Opinion is available upon request to the Contracting Officer.

1.3.28 SCR-2928 Central Valley Flood Protection Board

The Government has obtained encroachment permits from the Central Valley

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Flood Protection Board for work on this project. A copy of the permit(s) is available upon request to the Contracting Officer. The Contractor shall comply with the conditions of this permit(s), except where the Technical Specifications specify criteria that are more stringent.

1.3.29 SCR-3029 Speed Limit

The speed limit in all Project work areas and along levees shall be 15 m.p.h., except on county roads and on highways. The Contracting Officer may also require that speed limits on project site be reduced further to ensure vibration limits are not violated.

1.3.30 SCR-3130 Marysville Levee Commission Coordination

Marysville Levee Commission manages the existing levees throughout the project area. The Contractor shall coordinate their work with Marysville Levee Commission through the Contracting Officer, allowing Marysville Levee Commission access to its facilities at all times. The Contractor shall maintain access for the Marysville Levee Commission through the Contracting Officer at all times.

1.3.31 SCR-3231 Provision Regarding Maintaining Minimum Flood Protection During Construction

Contractor shall have all levee improvements planned for a construction season completed by the deadlines outlined in Time of Completion requirements as described in paragraph 1.3.3, SCR-3, herein. Contractor shall not disturb the existing levee system beyond the limits of construction. Disturbance includes but is not limited to roadways, ramps, pipes and/or utilities crossings, or excavations within the limits of construction. Stockpiling suitable construction materials is acceptable provided written approval is first obtain from the Contracting Officer.

1.3.32 SCR-3332 Coordination with the Contracting Officer and Utilities Relocation

Contractor shall coordinate and cooperate with the Contracting Officer and all utility providers on relocation of any existing overhead and electrical utilities and gas within the limits of construction that may hinder the performance of Contractor's construction activities. Contractor shall assist in coordination and work with the Contracting Officer such that the utilities are relocated in time not to delay and to allow for completion of improvements in accordance with the Time of Completion schedule.

1.3.33 SCR-3433 Haul Routes

All haul and access routes shall be existing public roads, maintenance roads, and temporary haul roads as approved for such use by the Contracting Officer. The 5th Street Bridge between Yuba and Sutter Counties shall not be used. Stockpiling of construction materials, including portable equipment, vehicles, and supplies, shall be restricted to designated construction staging areas. Movement of heavy equipment to and from the Project site shall be restricted to load limit approved roadways. The Contractor's construction access points shall be limited to those shown on the Plans, defined in the Specifications, or as directed in the field by the Contracting Officer. Paved areas at these controlled access points shall be swept each day, or more frequently, as required by the Contracting Officer to control dust and clean up material tracked or spilled on said paved areas or roadways. The Contractor shall conform to all governing

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Attachment 7 W91238-10-B-0005-0003 codes, laws, and ordinances.

Contractor shall obtain a permit, waiver or other documentation with the mapped haul routes from local jurisdictions to repair or compensate for damage to local roads used in hauling to or from the project site. The permit, waiver or other documentation provided by the local jurisdiction may specify the conditions for repairs to be performed or appropriate compensation to account for the road damage. Contractor shall provide a copy of the permit, waiver or other documentation from local jurisdictions with the mapped haul routes to the Contracting Officer and resident engineer prior to commencement of haul operations. All cost associated with permits, haul road repairs, fees shall be incurred by the Contractor and shall not be paid separately from unit prices or lump-sum prices contained in the Bidding Schedule.

1.3.34 SCR-3534 Slurry Spill Prevention Contingency Plan

Contractor shall monitor at the beginning and end of each shift for the presence of slurry materials exiting the trench due to unknown voids visually detected. A rapid lowering of the slurry level in the trench would also be an indication of such leakage. If a man-made pipe is encountered during the cutoff wall trench excavation, the adjacent property will be monitored for evidence of slurry exiting the trench. Inclinometers will be monitored daily for any movement in the trench side wall and reported to the Contracting Officer. All slurry pipes will be restricted to the land side of the levee at or near the top of the working platform. If a pipe breaks, the slurry will therefore spill onto the working platform. If any of the aforementioned conditions are observed, contractor shall halt trenching operations until the cause of the slurry loss is determined. If the level of slurry continues to drop, contractor shall immediately backfill the trench with mixed and unmixed trench spoils. In order to mitigate a potential instability in the trench side wall, the slurry level will be maintained until the trench is completely backfilled. The level of the slurry in the trench will be monitored to mitigate any overtopping from the slurry displaced by the backfill. In addition, the contractor will be required to remove and dispose of offsite any slurry observed in adjacent areas using whatever means necessary to isolate the affected area and complete cleanup procedures. Water quality samples will be obtained.

Thirty days prior to commencement of construction work involving slurry, a slurry spill prevention and contingency plan shall be prepared by the Contractor and shall be submitted for review, coordination and approval by the Contracting Officer.

1.3.35 SCR-3635 Tree Removal

Tree removal (clearing and grubbing) must be approved by the Contracting Officer through coordination with the resource agencies. If nesting birds are present, removal will not be allowed.

1.3.36 SCR-3736 Resource Coordination

All contact and coordination with the resource agencies shall occur through the Contracting Officer in coordination with the Government's environmental representative.

1.3.37 SCR-3837 Flood Contingency Plan

In the event the water surface elevation of the adjacent river is

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Attachment 7 W91238-10-B-0005-0003 forecasted by the State-Federal Flood Forecast Center to increase significantly for any reason, the Contracting Officer reserves the right to require the Contractor to stop excavation and to begin continuous operations to complete all partially completed section (s) of the levee embankment and the cutoff wall. At least 15 days prior to any Levee Excavation, the Contractor shall submit a contingency plan outlining the contingency operations in the event that river elevations above the flood stage (as defined by the USACE) are forecasted. The contingency plan shall include the proposed measure to protect the landside areas which have a reduced level of protection due to construction activities. The plan shall include river stage monitoring, river stage at which the plan will be activated, material and equipment to be used in performance of the contingency plan, and location, type and quantity of the stockpiled emergency material. The plan shall also include the length of levee, where stockpiled material will be stored, and the method for monitoring river elevations. The Contractor shall keep any levee degrade material on the project site for the duration of the construction period, protected from inclement weather, for use as emergency backfill as necessary. The Flood Contingency Plan shall be submitted to the Contracting Officer for review.

1.3.38 SCR-3938 Utility Provider Response Plan

Contractor shall prepare and submit a Utility Response Plan. Plan shall detail how utility locations are verified, provide protocol for coordination with Utility Providers, detail process on conducting required worker training for all on-site employees with respect to accidental utility damage, and provide utility provider emergency contact information. Contractor is responsible for coordinating any temporary utility services needs during construction, and shall assume all temporary utility services cost.

1.3.39 SCR-4039 Stop Work Authority

The Contracting Officer in cooperation with the Government's Environmental Representative shall have the authority to immediately stop any activity that is not in compliance with the permits, and/or order any reasonable measure to avoid the unauthorized take of an individual of the Covered Species (e.g., giant garter snake, Swainson's hawk, valley elderberry longhorn beetle, Federally- and State-listed fish).

1.3.40 SCR-4140 Floodway Construction Schedule

Contractor shall not perform any work within the existing floodway (i.e., waterside) per the date restrictions in Time of Completion requirement herein and shall not begin any construction until evaluation of upstream conditions indicate that inundation of these areas is unlikely to occur.

1.3.41 SCR-4241 High Visibility Fencing, Habitat Preservation and Buffers

Contractor shall provide high visibility fencing that shall be placed to prevent encroachment of construction personnel and equipment into areas outside of or adjacent to the project footprint that contain sensitive habitats, including at least 20 feet from the dripline of elderberry shrubs and up to 200 feet from the edge of aquatic features that are suitable giant garter snake habitat. K-Rails shall be used in areas noted on the drawings. (See Phase 1-GGS Habitat with 200 foot Buffer Map). The fencing shall be inspected by the ContractorrContractor before the start of each work day and shall be maintained until completion of the Project. The

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Contractor shall not remove the fencing until construction of the Project is completed. No insecticides, herbicides, or other chemicals that might harm the longhorn beetle or its host plant shall be used within 100 feet of the elderberry shrubs.

1.3.42 SCR-4342 General Safety Requirements

The Contractor shall conform to all applicable occupational safety and health standards, rules, regulations, and orders established by the State of California or Federal Government. The Contractor shall, upon request, submit to the Contracting Officer a copy of their Injury Illness Prevention Program (IIPP) (including Site Safety Plan and Code of Safe Work Practices) for review. The Contractor is required to fulfill the requirements of these programs during the prosecution of the Work, and comply with conditions set forth in the Specifications. The Contractor shall comply with all regulations set forth in EM 385-1-1.

1.3.43 SCR-4443 Storm Water Pollution Prevention Plan

Coverage under the State Water Resources Control Board (SWRCB) General Permit to Discharge Water Associated with Construction Activity shall be obtained by the Contractor for this Project prior to initiation of any construction activities. The Notice of Intent (NOI) shall comply with the Terms of the General Permit to Discharge Storm Water Associated with Construction Activity (WQ Order No. 99-08-DWQ) and/or (WQ Order No.

2009-0009-DWQ); contingent upon SWRCB direction at the time of filing. The Contractor shall develop and submit to the Contracting Officer a Storm Water Pollution Prevention Plan (SWPPP) for the work in accordance with the state's guidelines and the Specification 01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL that address the all pertinent SWPPP regulations, including the new regulations that become effective as of July 1, 2010.

The Contractor shall implement the SWPPP prior to the start of soil-disturbing activity, and be responsible for all monitoring and maintenance until permanent erosion control has been established, as determined by the Contracting Officer. The SWPPP shall include Best Management Practices to prevent sediment, runoff from dust control, and oil and other chemicals used in construction from entering areas containing snake habitat. The Contractor shall use fiber netting and other environmentally sound materials and methods as defined in Specification

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL.

1.3.44 SCR-4544 Unsuitable Levee Degrade Material

It is anticipated that a portion of the Levee Degrade material will be classified as unsuitable for construction of the levee embankment. Dredge tailings incorporated into the levee during a previous levee construction project is considered unsuitable and shall be removed down to the working surfaceworking platform. After dredging, contractor shall over exacerbate excavate and dispose of any exposed unsuitable material in entirety or landside of new levee centerline as determined by the Contracting Officer.

This material shall be hauled and disposed of at the Contractor's expense. .

1.3.45 SCR-4645 Grading Permit

Contractor shall obtain a Grading Permit from Yuba County prior to initializing work. Copy of work permit shall be given to the Contracting Officer prior to disturbing ground.

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1.3.46 SCR-4746 Cobbles

Contractor should be aware that cobbles may exist within the cutoff wall profile. No additional allowances will be allowed for working around cobbles.

1.3.47 SCR-4847 Cut-off WallCSM Rig

The contractor may need to work in different areas of the site, while installing the cutoff wall, instead of working straight through from beginning to end. Because of the GGS habitat area requirement to complete work by Oct 1 between 37+00 and 69+6067+50, the contractor may need to reposition the CSM rig throughout the construction period to accommodate the working restrictions. No additional payment will be made for repositioning the cutoff wall installation equipment, and such cost shall be included within the unit price for Cutoff Wall Construction.

1.3.48 SCR-4948 Local Jurisdictions Permitting Requirements

Contractor shall obtain a permit, waiver or other documentation with the mapped haul routes from local jurisdictions to repair or compensate for damage to local roads used in hauling to or from the project site. The permit, waiver or other documentation provided by the local jurisdiction may specify the conditions for repairs to be performed or appropriate compensation to account for the road damage. Contractor shall provide a copy of the permit, waiver or other documentation from local jurisdictions with the mapped haul routes to the Contracting Officer and resident engineer prior to commencement of haul operations. All cost associated with permits, haul road repairs, fees shall be incurred by the Contractor and shall not be paid separately from unit prices or lump-sum prices contained in the Bidding Schedule.

Contractor shall obtain a grading permit from Yuba County.

1.3.49 SCR-5049 Jack Slough Road and Sampson Street Availability

Temporary access over the levee at Sampson Street and Jack Slough Road/26th Street is to be provided to local traffic at all times except for a 1 or 2 week closure for levee degrade, levee construction, and wall construction.

Road closures, detours, temporary access, ramp grades, and associated traffic control shall comply with all applicable local jurisdiction and State regulations; and be coordinated with the Contracting Officer and local agencies.

1.3.50 SCR-50 Cutoff Wall Construction Schedule

The contractor may at his option begin cutoff wall construction in the 2010 construction season. If the contractor chooses to begin cutoff wall construction in 2010, the degraded levee shall be re-constructed and restored to final grades by the Time of Completion deadlines at no additional cost to the government.

PART 2 PRODUCTS

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PART 3 EXECUTION

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GGS Impact Area - 200ft Buffer Phase 1 Impact Area Wetlands

Phase 1 - GGS Habitat with 200ft Buffer

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Phase 1 - GGS Habitat with 200ft Buffer

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00.00

GENERAL REQUIREMENTS

03/04

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SCRAP MATERIAL

1.4 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

1.5 UTILITIES

1.6 GENERAL SAFETY REQUIREMENTS

1.6.1 General

1.6.2 The Contractor's Superintendent

1.6.3 Job Hazard Analysis

1.6.4 Violations

1.6.5 Fire Prevention

1.6.6 Recordkeeping/Reporting Requirements

1.6.7 Accident Reporting

1.7 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.8 PLANNED STREET CLOSURES

1.8.1 Transportation Mitigation

1.9 EQUIPMENT DATA FORM

1.10 SPECIAL CONSTRUCTION PROCEDURES

1.11 GOVERNMENT RETAINED ARCHITECT-ENGINEER (A/E)

1.12 COMMERCIAL BORROW SITE

1.13 COMMERCIAL DISPOSAL SITE

1.14 HAUL ROUTE PLAN

1.15 HAUL ROAD RECORDING DAMAGE TO ROADS, REPAIRS, AND DOCUMENTATION

1.15.1 Pre-Construction Survey

1.15.2 Post-Construction Survey

1.16 PROJECT SECURITY AND PUBLIC SAFETY

1.17 BID ITEM OVERRUN

1.18 NON CONTRACT WORK

1.19 WARRANTY OF CONSTRUCTION

1.20 PAYMENT

1.21 PROJECT SURVEYS

1.21.1 Survey Services

1.21.2 Survey Supervision and Scheduling

1.22 Pre-Construction Video and Photograph Survey

1.23 Post-Construction Video and Photograph Survey

1.24 FINAL EXAMINATION AND ACCEPTANCE

1.25 ENVIRONMENTAL LITIGATION

1.26 AFTER AWARD DOCUMENTS (Contractor Prepared)

PART 2 PRODUCTS

PART 3 EXECUTION

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SECTION 01 00 00.00

GENERAL REQUIREMENTS

03/04

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this section to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2008) Safety and Health Requirements Manual

ER 415-1-15 (1989) Construction Time Extensions for Weather

U.S. ARMY CORPS OF ENGINEERS, SACRAMENTO DISTRICT (CESPK)

DM 4-805-10 (1991) Survey Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1904 Recording and Reporting Occupational Injuries and Illnesses

U.S. CODE

USC Title 29 Title 29 Labor

CODE OF FEDERAL REGULATIONS (CFR)

29 CFR Part 1926 Part 1926 Safety and Health Regulations for Construction

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section

01 33 00.00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction…