Amendment 0004.pdf

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

Anclote River, Maintenance Dredging, 9 Foot Project Pinellas and Pasco County, Florida

This Amendment is being issued to:

DELETE Table of Contents and REPLACE w ith Table of Contents.

DELETE Submittal Register and REPLACE w ith Submittal Register.

DELETE SECTION 35 20 23 and REPLACE w ith SECTION 35 20 23.

DELETE SECTION 35 20 26.

DELETE SECTION 35 20 27.

Please see Summary of Changes for complete details.

Receipt of Proposal due date remains unchaged 05 April 2021 @ 2:00 PM Eastern Standard Time.

1. CONTRACT ID CODE PAGE OF PAGES

1 71

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

16C. DATE SIGNED

BY 22-Mar-2021

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 W912EP21R0007

X 9B. DATED (SEE ITEM 11)

19-Feb-2021

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 is extended, X 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 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

22-Mar-2021

CODE

USA ENGINEER DISTRICT, JACKSONVILLE

CONTRACTING DIVISION

701 SAN MARCO BLVD

JACKSONVILLE FL 32207-8175

W912EP 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SF 30 CONTINUATION SHEET

Anclote River, Maintenance Dredging, 9 Foot Project Pinellas and Pasco County, Florida

W912EP-21-R-0007 1 AMENDMENT 0004

SUMMARY OF CHANGES

1. SPECIFICATIONS:

The text changes have been updated with additions noted by underlined text and deletions noted by line/cross-outs, and pertain only to changes made by this revision. The entire section is replaced if there is any change. The Project Table of Contents and Submittal Register are replaced without underlines and cross-outs if there are changes to these documents. New sections are added without underlines and cross-outs.

Changes to Specifications:

Volume 1 of 2 – Contract Clauses:

N/A

Volume 2 of 2 – Technical Specifications:

DELETE Table of Contents and REPLACE with Table of Contents.

DELETE Submittal Register and REPLACE with Submittal Register.

DELETE SECTION 01 57 20 and REPLACE with SECTION 01 57 20.

ADD Appendix to SECTION 01 57 20.

DELETE SECTION 35 20 23 and REPLACE with SECTION 35 20 23.

DELETE SECTION 35 20 26.

DELETE SECTION 35 20 27.

2. DRAWINGS:

N/A

(End of Summary of Changes)

Anclote River, Maintenance Dredging, 9-Foot Project Pinellas and Pasco Counties, Florida

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 31 21 CONTROL MONUMENT DESCRIPTIONS

00 31 32.10 GEOTECHNICAL DATA REPORT - DREDGE MATERIAL

00 31 32.20 GEOTECHNICAL DATA REPORT - DMMA

00 33 50 WEATHER, WATER STAGE AND TIDE DATA

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE PROCEDURES

01 32 01 PROJECT SCHEDULE (Alternate)

01 33 00 SUBMITTAL PROCEDURES

01 35 25 OWNER SAFETY REQUIREMENTS - DIVING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 05 DREDGING/BEACH FILL PLACEMENT - CONTRACTOR QUALITY CONTROL

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 55 26 TRAFFIC CONTROL

01 57 20 ENVIRONMENTAL PROTECTION

01 57 25 TURBIDITY AND DISPOSAL MONITORING

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 22 13 VIBRATION MONITORING REQUIREMENTS FOR EXISTING STRUCTURES

DI VI SI ON 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DI VI SI ON 05 - METALS

05 05 23 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

06 10 00 ROUGH CARPENTRY

06 13 33 PIER TIMBERWORK

DI VI SI ON 31 - EARTHWORK

31 05 22 GEOTEXTILES USED AS FILTERS

31 11 00 CLEARING AND GRUBBING

31 62 19 TIMBER PILES

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 31 13 CHAIN LINK FENCES AND GATES

32 92 23 SODDING

DI VI SI ON 33 - UTI LI TI ES

33 40 00 STORM DRAINAGE UTILITIES

33 40 00.20 FLASHBOARD RISER SYSTEM

PROJECT TABLE OF CONTENTS Page 1 W912EP-21-R-0007 Amendment 0004

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 20 23 DREDGING

35 31 19 STONE, CHANNEL, SHORELINE/COASTAL PROTECTION FOR

STRUCTURES

35 41 00 LEVEE CONSTRUCTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

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PAGES

Amendment 0004

W912EP-21-R-0007

Anclote River, Maintenance Dredging, 9-Foot Project

01 22 00 SD-01 Preconstruction Submittals

1.4 G AOSchedule of Values

3.1.1 G AORequest For Progress Payment

01 30 00 SD-01 Preconstruction Submittals

1.6.3Draft Joint Risk Register

1.6.4List of Subcontractors

Liability Insurance Policy

SD-07 Certificates

1.7.1.2 G ROPartnering Meeting(s) Written

Synopsis

3.3Signature Authority

3.4Drug-Free Work Place Record

01 32 01 SD-01 Preconstruction Submittals

1.2 G ROInitial Construction Schedule

1.2.1 G ROInitial Project Schedules

SD-07 Certificates

1.4 G ROConstruction Progress Schedule

1.3.1 G ROInitial Procurement Schedule

1.4.3Progress Photographs

01 33 00 SD-01 Preconstruction Submittals

1.9 G ROExport File

01 35 25 SD-01 Preconstruction Submittals

3.2 G RODive Operations Plan

SD-07 Certificates

1.6.2 G RODive Personnel Qualifications

3.2.1Daily Dive Logs

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

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(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

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Amendment 0004

W912EP-21-R-0007

Anclote River, Maintenance Dredging, 9-Foot Project

01 35 26 SD-01 Preconstruction Submittals

1.7 G DOAccident Prevention Plan (APP)

1.16 G DOAccident Prevention Plan (APP)

SD-06 Test Reports

1.4Monthly Exposure Reports

1.4.1Monthly Qualification Summary

Report

1.12.1Mishap Notification

1.12.2 G DOAccident Reports

1.12.3LHE Inspection Reports

SD-07 Certificates

1.6.1.2 G DOCompetent Person

1.6.1.4Crane Operators/Riggers

1.7.2.2 G ROStandard Lift Plan

1.7.2.3 G DOCritical Lift Plan

1.7.2.4 G DONaval Architecture Analysis

1.8 G DOActivity Hazard Analysis (AHA)

1.9.1 G DOConfined Space Entry Permit

1.9.1Hot Work Permit

1.12.4Certificate of Compliance

1.12.5 G DOCrane Inspection Reports

01 45 05 SD-01 Preconstruction Submittals

3.2 G ROQuality Control Plan

SD-07 Certificates

3.2.2Letter of Authority

3.2.2 G ROPersonnel Qualifications

SUBMITTAL REGISTER

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Amendment 0004

W912EP-21-R-0007

Anclote River, Maintenance Dredging, 9-Foot Project

01 50 02 SD-01 Preconstruction Submittals

1.4.1 G ROMobilization/Demobilization Plan

1.4.2 G ROSecurity Plan

3.6 G ROSecurity Plan

1.4.3 G DOVegetation Protection and

Restoration Plan

1.4.4 G RODocumentation of Existing

Conditions and Post Construction

Restoration

SD-02 Shop Drawings

2.1Contractor's Temporary Facilities

3.5Contractor's Temporary Facilities

3.2.6Temporary Electric Drawings

1.4.5 G DOConstruction Drawings

01 55 26 SD-01 Preconstruction Submittals

1.3 G ROTraffic Control Plan

01 57 20 SD-01 Preconstruction Submittals

G DOEnvironmental Protection Plan

3.1.5.5 G DOPre-Construction Gopher Tortoise

Survey

3.1.5.6 G DOIndigo Snake

Protection/Education Plan

SD-06 Test Reports

3.1.5.2 G DOProtected Listed Species Sighting

Reports

SD-07 Certificates

SUBMITTAL REGISTER

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TITLE AND LOCATION CONTRACTOR

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SCHEDULE DATES

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W912EP-21-R-0007

Anclote River, Maintenance Dredging, 9-Foot Project

01 57 20 G DOBird Monitoring Qualifications

G DOManatee Observer Qualifications

G DOBenthic Resource Impact

Assessment Report

G DOGopher Tortoise Nesting Monitor

And Relocation Qualifications

G DOEastern Indigo Snake Observer

SD-11 Closeout Submittals

3.1.5.3 G DOProtected Species Summary

Report

Logs/Summary of Bird Nesting

Monitoring

G DOLogs/Summary Of Bird Nesting

Monitoring Report

G DOGopher Tortoises Comprehensive

Final Report

3.1.5.6 G DOEastern Indigo Snake Monitoring

Report

Invasive And Nuisance Species

Report

3.1.6 G DOEvaluation Of Physical Monitoring

Results Near Submerged Aquatic

Vegatation(SAV) Report

3.1.6 G DOWork Near SAV Report

01 57 25 SD-01 Preconstruction Submittals

1.3 G DOTurbidity Monitor Qualifications

SUBMITTAL REGISTER

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W912EP-21-R-0007

Anclote River, Maintenance Dredging, 9-Foot Project

01 57 25 1.4 G DOTurbidity Monitoring Plan

SD-03 Product Data

3.2.1.1Calibration Standard

SD-06 Test Reports

3.3.2Turbidity Monitoring Reports

3.4.1Turbidity Exceedance Report

3.4.2Updated Turbidity Exceedance

Report

SD-07 Certificates

3.2.1.1Testing Equipment And

Procedure

02 22 13 SD-01 Preconstruction Submittals

1.2.1 G DOVibration Control Specialist

1.2.1 G DOVibration Control Specialist

Alternate

1.2.2 G DOVibration Monitoring

Technician(s)

1.2.3 G DOStructural Inspection/Evaluation

Engineer

3.2 G DOPre-Construction Structural

Survey

3.3 G DOVibration Control Plan

SD-06 Test Reports

3.5Vibration Monitoring Report

3.4Daily Instrument Logs

SUBMITTAL REGISTER

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W912EP-21-R-0007

Anclote River, Maintenance Dredging, 9-Foot Project

02 22 13 3.6 G DOPost-Construction Structural

Survey

03 30 53 SD-03 Product Data

3.1.4.3Batching and Mixing Equipment

3.5Form work

2.3Ready-Mix Concrete

2.3 G DOMix Design Data

3.2Conveying And Placing Concrete

SD-06 Test Reports

2.1.3 G DOConcrete Mixture Proportions

SD-07 Certificates

2.2.1Cementitious Materials

2.3Delivery Tickets

05 05 23 SD-01 Preconstruction Submittals

3.2 G DOWelding Quality Assurance Plan

SD-03 Product Data

1.3 G ROWelding Procedure Qualifications

2.2Welding Electrodes And Rods

1.3.2Welder, Welding Operator, And

Tacker Qualification

SD-06 Test Reports

3.3Nondestructive Testing

3.2Weld Inspection Log

SD-07 Certificates

1.3.3Certified Welding Inspector

1.3.3Nondestructive Testing Personnel

SUBMITTAL REGISTER

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W912EP-21-R-0007

Anclote River, Maintenance Dredging, 9-Foot Project

05 12 00 SD-01 Preconstruction Submittals

1.3.1.1 G DOErection And Erection Bracing

Drawings

SD-02 Shop Drawings

1.3.2 G DOFabrication Drawings

SD-03 Product Data

2.2.1Recycled Content For Structural

Steel

2.3 G DOBolts, Nuts And Washers

2.4.1Welding Electrodes And Rods

2.4.2Non-Shrink Grout

SD-06 Test Reports

3.7Weld Inspection Log

SD-07 Certificates

2.2Steel

1.3.3.1 G DOWelding Procedures and

Qualifications

3.7Certified Welding Inspectors

2.5 G DOGalvanizing

3.4Welding Procedure Specifications

(Wps)

06 10 00 SD-02 Shop Drawings

1.8.1 G DOFabricated Structural Members

1.8.2 G DOModifications of Structural

Members

SD-03 Product Data

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W912EP-21-R-0007

Anclote River, Maintenance Dredging, 9-Foot Project

06 10 00 2.1.2Salvaged Lumber

2.1.3Recovered Lumber

1.4.3Structural-use and OSB Panels

2.3Oriented Strand Board

2.4.3Adhesives

SD-05 Design Data

1.8.2 G DOModifications of Structural

Members

SD-06 Test Reports

1.4.4Preservative-treated

SD-07 Certificates

1.9.1Certificates of Grade

1.7Preservative Treatment

06 13 33 SD-03 Product Data

1.4.1 G ROMSDS And CIS

SD-06 Test Reports

1.4.2 G DODelivery Inspection List

31 05 22 SD-03 Product Data

2.2.1.5Thread

2.2.1.6 GInstallation Plan

SD-04 Samples

2.2.1 G DOGeotextiles

SD-06 Test Reports

2.2.1 G DOGeotextiles

2.2.2 G DOSite Verification

SD-07 Certificates

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W912EP-21-R-0007

Anclote River, Maintenance Dredging, 9-Foot Project

31 05 22 2.2.1 G DOGeotextiles

2.2.1.3 GNeedle Punched Geotextile

31 11 00 SD-03 Product Data

3.5.2 GNonsaleable Materials

31 62 19 SD-02 Shop Drawings

1.5 G DOInstallation Drawings

SD-03 Product Data

3.3.2 G DOCushion Block

3.3.2 G DODriving equipment

2.1.3 G DOPile Shoes

3.6 G DOPile driving records

SD-04 Samples

3.6 G DOTest Piles

SD-07 Certificates

2.1.1 G ROTimber Piles

SD-11 Closeout Submittals

3.6 G DOPile driving records

32 31 13 SD-02 Shop Drawings

1.3Fence Assembly

3.15.1Location of Gate, Corner, End, and Pull Posts

1.3Gate Assembly

2.15Gate Hardware and Accessories

1.3Erection/Installation Drawings

SD-03 Product Data

1.3Fence Assembly

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W912EP-21-R-0007

Anclote River, Maintenance Dredging, 9-Foot Project

32 31 13 1.3Gate Assembly

2.15Gate Hardware and Accessories

2.1Recycled Material Content

2.2Zinc Coating

1.5.1PVC Coating

Aluminum Alloy Coating

2.3Fabric

2.10Stretcher Bars

2.18Concrete

SD-04 Samples

2.3Fabric

2.5Posts

2.5Braces

2.6Line Posts

3.3Sleeves

2.9Tension Wire

2.10Stretcher Bars

2.13Gate Posts

2.15Gate Hardware and Accessories

2.17Wire Ties

SD-07 Certificates

1.5.2Certificates of Compliance

SD-08 Manufacturer’s Instructions

1.3Fence Assembly

1.3Gate Assembly

1.3Hardware Assembly

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W912EP-21-R-0007

Anclote River, Maintenance Dredging, 9-Foot Project

32 31 13 1.3Accessories

32 92 23 SD-03 Product Data

1.4.1.2Fertilizer

SD-06 Test Reports

Topsoil composition tests

SD-07 Certificates

2.1sods

33 40 00 SD-04 Samples

2.1 G ROPipe for Culverts and Storm

Drains

SD-07 Certificates

2.1.2 G DOResin Certification

3.5.4.2Determination of Density

3.5.5.1.2 G ROPost-Installation Inspection

Report

3.5.6.1 G ROPost-Installation Inspection

Report

3.3Placing Pipe

2.1.3.1Oil Resistant Gasket

33 40 00.20 SD-02 Shop Drawings

2.2.1 G DODetail Drawings

SD-03 Product Data

2.1.1 G DOComposite Weir Boards

2.3 G DOHDPE Weir Pipe

2.1.3 G ROMaterials List

2.5HDPE Pipe

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 12 OF 14 PAGES

W912EP-21-R-0007

Anclote River, Maintenance Dredging, 9-Foot Project

33 40 00.20 SD-07 Certificates

G ROWelding (HDPE fusing)

G ROWelding Certificates

2.5 G ROFusing

SD-08 Manufacturer’s Instructions

3.3 GOutflow Pipe

35 20 23 SD-01 Preconstruction Submittals

Notice of Intent to Dredge

Relocation of Navigation Aids

G ROPre-Existing Conditions

SD-02 Shop Drawings

G RODrag Bar

3.4.6 G ROAcceptance Sections Plan

SD-07 Certificates

1.7Historical Period Shipwreck Sites

Surveys

Daily/Monthly Report of

Operations

3.3.7Misplaced Material

1.10Declaration of Inspection for

Refueling

SD-11 Closeout Submittals

G ROPost Construction Conditions

35 31 19 SD-02 Shop Drawings

1.5.1 GConstruction Method

SD-03 Product Data

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35 31 19 2.2.2 G RORiprap

2.1 G ROBedding Material

1.2.3 GRubble (Ditch Lining)

2.2.2 GRubble (Ditch Lining)

1.6.1.2Sources

SD-04 Samples

2.2.1.2 GSample

SD-06 Test Reports

2.2.1.2Gradation Test

1.6.1.4Evaluation Testing of Stone

2.1Bedding Material

3.4.1.1Bulk Specific Gravity

SD-07 Certificates

1.5.2Weigh Scale Certification

1.5.3Certified Weight Scale Tickets

35 41 00 SD-01 Preconstruction Submittals

1.5.1 G ROPlan Of Operations

1.5.2 G ROEmbankment And Backfill

Materials

1.5.3 G ROExcavation Plan

1.5.4 G ROQuality Control Plan

3.6.1 GDewatering Plan

SD-03 Product Data

3.7.2 G ROBorrow Areas

3.17.3.2.4G RONuclear Density

SD-06 Test Reports

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35 41 00 1.10 G ROMeasurement Of Fill Material

1.9 G ROQuality Control Testing

SD-07 Certificates

3.17.3.2.4GQuality Control Laboratory And

Field Testing Equipment

Calibration

3.17.3.2.4GLaboratory Testing Personnel

Qualifications

3.17.3.2.4GNuclear Density

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 57 20

ENVIRONMENTAL PROTECTION

PART 1 GENERAL

1.1 SCOPE

1.2 ENVIRONMENTAL LAWS, REGULATIONS AND DOCUMENTS

1.2.1 Miscellaneous Environmental Laws And Regulations

1.2.2 NEPA Reference

1.3 QUALITY CONTROL

1.4 PERMITS AND AUTHORIZATIONS

1.5 SUBMITTALS

1.6 SUBCONTRACTORS

1.7 NOTIFICATION

1.8 CONTRACTOR PERSONNEL QUALIFICATIONS IN POLLUTION CONTROL

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PROTECTION OF ENVIRONMENTAL RESOURCES

3.1.1 General Project Environmental Design and Installation Criteria

3.1.1.1 Sewage-Based Systems Environmental Design and Installation

Criteria

3.1.2 Protection of Land Resources

3.1.2.1 Work Area Limits

3.1.2.2 Unprotected Erodible Soils

3.1.2.3 Contractor Facilities and Other Work Areas

3.1.2.4 Solid Wastes

3.1.2.5 Fuel, Oil, and Lubricants

3.1.2.6 Hazardous Waste

3.1.2.7 Hazardous Materials

3.1.2.8 Disposal of Other Materials

3.1.3 Preservation and Recovery of Historic, Archeological, and

Cultural Resources

3.1.3.1 Applicable Law

3.1.3.2 Known Resources

3.1.3.3 Inadvertent Discoveries

3.1.3.4 Claims for Downtime due to Inadvertent Discoveries

3.1.4 Protection of Water Resources

3.1.4.1 Monitoring of Water Areas

3.1.4.2 Turbidity

3.1.4.3 Oil, Fuel, and Hazardous Substance Spill Prevention and

Mitigation

3.1.4.4 Wetlands Protection (Pipeline Corridors)

3.1.5 Protection of Fish and Wildlife Resources

3.1.5.1 Endangered Species Protection

3.1.5.2 Protected Listed Species Sighting Reports

3.1.5.3 Protected Species Summary Report

3.1.5.4 Protection of Migratory Bird Species

SECTION 01 57 20 Page 1

3.1.5.5 Protection of Gopher Tortoise (GT) Populations (Gopherus polyphemus)

3.1.5.6 Protection of Eastern Indigo Snake Populations

3.1.6 Submerged Aquatic Vegetation (SAV) Protection Measures and

Reporting

3.1.7 Protection of Air Resources

3.1.7.1 Particulates

3.1.7.2 Odors

3.1.8 Protection of Sound Intrusions

3.2 POSTCONSTRUCTION CLEANUP

3.3 PRESERVATION AND RESTORATION OF LANDSCAPE AND MARINE VEGETATION

DAMAGES

3.4 INVASIVE AND NUISANCE SPECIES

3.4.1 Prevention of Invasive and Nuisance Species Transfer

3.4.2 Invasive and Nuisance Species Reporting

3.5 MAINTENANCE OF POLLUTION CONTROL FACILITIES

3.6 CONSTRUCTION FORMS AND DETAILS

-- End of Section Table of Contents --

SECTION 01 57 20 Page 2

SECTION 01 57 20

ENVIRONMENTAL PROTECTION

PART 1 GENERAL

1.1 SCOPE

This Section covers prevention of environmental damage as the result of construction operations under this contract and for those measures set forth in other Technical Requirements of these specifications. For the purpose of this specification, environmental damage is defined as the presence of hazardous, physical, chemical, or biological elements or agents which adversely affect human health or welfare; unfavorably alter ecological balances; affect other species, biological communities, or ecosystems; or degrade the quality of the environment for aesthetic, cultural, and/or historical purposes. The control of environmental damage requires consideration of land, water, and air, and includes management of visual aesthetics, noise, solid waste, radiant energy and radioactive materials, as well as other pollutants.

1.2 ENVIRONMENTAL LAWS, REGULATIONS AND DOCUMENTS

1.2.1 Miscellaneous Environmental Laws And Regulations

There are numerous environmental laws and regulations. At the Federal level, the applicable laws and regulations include compliance with the Clean Water Act (CWA); Clean Air Act (CAA); Coastal Zone Management Act (CZMA); Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA); Endangered Species Act (ESA); Fish and Wildlife Coordination Act (FWCA); Marine Protection, Research, and Sanctuaries Act (MPRSA);

Magnuson-Stevens Fishery Conservation and Management Act (MSFCMA);

National Environmental Policy Act (NEPA); National Historic Preservation Act (NHPA); National Pollution Discharge Elimination System (NPDES);

Research and Sanctuaries Act; Native American Graves Protection and Repatriation Act (NAGPRA); Resource Conservation and Recovery Act (RCRA);

Rivers and Harbors Act (R&H); Safe Drinking Water Act (SDWA); Toxic Substance Control Act (TSCA); Wild and Scenic Rivers Act (WSRA); Federal Insecticide, Fungicide, and Rodenticide Act (FIFRA); Marine Mammal Protection Act (MMPA); Migratory Bird Treaty Act; Code of Federal Regulations (CFRs); Executive Orders; and, Environmental Protection Agency (EPA) requirements.

1.2.2 NEPA Reference

Commitments made in the NEPA document have been incorporated into these specifications. The NEPA document can be found at the following website:

http://www.saj.usace.army.mil/About/Divisions-Offices/Planning/Environmental-Branch/ Environmental-Documents/ https://usace.contentdm.oclc.org/utils/getfile/collection/p16021coll7/id/17494

1.3 QUALITY CONTROL

The Contractor shall establish and maintain quality control for environmental protection of all items set forth herein. The Contractor

SECTION 01 57 20 Page 3 shall record on daily quality control reports or attachments thereto, any problems in complying with laws, regulations and ordinances, and corrective action taken.

1.4 PERMITS AND AUTHORIZATIONS

The Contractor shall comply with all requirements under the terms and conditions set out in the following permit(s) and authorization(s) obtained by the Corps of Engineers listed below.

a. Florida Department of Environmental Protection Environmental Resource Permit No. 52-0199763-002 issued August 13, 2020 and expires August 13, 2025.

b. Anclote River Channel Maintenance Dredging Environmental Assessment (EA), located at (https://usace.contentdm.oclc.org/utils/ getfile/collection/p16021coll7/id/11192)

The above permits indicate issuing agency approval of work required by this contract. Permits and environmental compliance documents, including Environmental Compliance Matrix (ECM) defining roles and responsibilities, are available at the following web address:

http://www.saj.usace.army.mil/About/Divisions-Offices/Planning/Environmental-Branch/ Environmental-Compliance/

The Contractor shall obtain and comply with the requirements of all permits or licenses required for construction of this project in accordance with the Clause PERMITS AND RESPONSIBILITIES of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5 SUBMITTALS

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

submittals not having a "G" designation are for information only. 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 SUBMITTAL PROCEDURES.

Submit the following preconstruction submittal items no later than 30 calendar days after Notice to Proceed:

SD-01 Preconstruction Submittals

Environmental Protection Plan ; G, DO

No later than 10 calendar days after Notice to Proceed, the Contractor shall submit an Environmental Protection Plan for review and acceptance by the Contracting Officer. The Government will consider an interim plan for the first 30 days of operations. However, the Contractor shall furnish an acceptable final plan no later than 30 calendar days after receipt of Notice to Proceed. Acceptance of the Contractor's plan shall not relieve the Contractor of his responsibility for adequate and continuing control of pollutants and other environmental protection measures. Acceptance of the plan is conditional and predicated on satisfactory performance during construction. The Government reserves the right to require the Contractor to make changes to the Environmental Protection Plan or operations if the Contracting Officer determines that environmental protection requirements are

SECTION 01 57 20 Page 4 not being met. No physical work at the site shall begin prior to acceptance of the Contractor's plan or an interim plan covering the work to be performed. The Environmental Protection Plan shall include but not be limited to the following:

a. A list of Federal, State, and local laws, regulations, and permits concerning environmental protection, pollution control, and abatement that are applicable to the Contractor's proposed operations and the requirements imposed by those laws, regulations, and permits.

b. Methods for protection of features to be preserved within authorized work areas. The Contractor shall prepare a listing of methods to protect resources needing protection, i.e., trees, shrubs, vines, grasses and ground cover, landscape features, air and water quality, fish and wildlife, soil, historical, archeological, and cultural resources.

c. Procedures to be implemented to provide the required environmental protection and to comply with the applicable laws and regulations. The Contractor shall provide written assurance that immediate corrective action will be taken to correct pollution of the environment due to accident, natural causes, or failure to follow the procedures set out in accordance with the environmental protection plan.

d. A permit or license for and the location of the solid waste disposal area.

e. Drawings showing locations of any proposed temporary excavations or embankments for haul roads, stream crossing, material storage areas, structures, sanitary facilities, and stockpiles of excess or spoil materials.

f. Environmental monitoring plans for the job site, including land, water, air, and noise monitoring.

g. Traffic control plan.

h. Methods of protecting surface and ground water during construction activities.

i. Spill prevention. The Contractor shall specify all potentially hazardous substances to be used on the job site and intended actions to prevent accidental or intentional introduction of such materials into the air, ground, water, wetlands, or drainage areas. The plan shall specify the Contractor's provisions to be taken to meet Federal, State, and local laws and regulations regarding labeling, storage, removal, transport, and disposal of potentially hazardous substances.

j. Spill contingency plan for hazardous, toxic, or petroleum material.

k. Work area plan showing the proposed activity in each portion of the area and identifying the areas of limited use or nonuse. Plan should include measures for marking the limits of use areas.

SECTION 01 57 20 Page 5

l. A statement as to the person who shall be responsible for implementation of the Environmental Protection Plan. The Contractor personnel responsible shall report directly to the Contractor's top management and shall have the authority to act for the Contractor in all environmental protection matters.

m. Recycling and Waste Management Plan. Executive Order 12873 of 20 October 1993 requires a number of considerations in planning a project. Fallen trees should not be burned or buried.

Mulching, composting, and other uses for trees should be considered. Also, recovery of metals at the job site, including aluminum cans, should be considered with proceeds to be retained by the Contractor. Non-Federal recycling and waste minimization efforts shall also be incorporated into this plan.

n. Turbidity Monitoring Plan. A statement as to the person who shall be responsible for turbidity monitoring and reporting to be performed. Method of turbidity monitoring and reporting that will be performed.

o. Construction activities shall be conducted in a manner as not to impact migratory birds or induce their nesting.

p. Steps to be taken to construct the project in such a manner as not to impact gopher tortoises and Eastern indigo snakes.

q. Invasive & Nuisance Species Transfer Prevention Plan - The Invasive and Nuisance Species Transfer Prevention Plan shall identify specific transfer prevention procedures and if necessary, any cleaning sites/locations. Photos of equipment shall be submitted to verify that equipment has been cleaned prior to coming on site. This submittal will be reviewed by the Invasive Species Management Branch, Operations Division.

Pre-Construction Gopher Tortoise Survey ; G, DO

Indigo Snake Protection/Education Plan ; G, DO

SD-06 Test Reports

Protected Listed Species Sighting Reports ; G, DO

Provide a copy of the incidental take report in PDF format with photographs to the Contracting Officer within 24 hours of the incident.

SD-07 Certificates

Bird Monitoring Qualifications ; G, DO

No later than 10 calendar days after Notice to Proceed, the Contractor shall furnish to the Contracting Officer for approval, the qualifications of the bird monitor/observer. Appropriate qualifications for bird monitor/observer shall be a demonstrated ability to find and/or identify bird species, nesting behavior, eggs and nests, and habitat requirements. The Contractor shall consult with and coordinate all monitoring plans and activities with the Contracting Officer and the Project Biologist indicated in the ECM (See paragraph PERMITS AND AUTHORIZATIONS above).

SECTION 01 57 20 Page 6

Manatee Observer Qualifications (Clamshell Only); G, DO

No later than 10 calendar days after Notice to Proceed, the Contractor shall furnish to the Contracting Officer for approval, the qualifications of the manatee observer. Appropriate qualifications for manatee observer shall be demonstrated experience monitoring manatees and their behaviors in association with in-water construction projects.

Benthic Resource Impact Assessment Report ; G, DO

If requested, the Contractor shall submit as specified, Benthic Resource Impact Assessment within 10 calendar days after requested by the Contracting Officer.

Gopher Tortoise Nesting Monitor And Relocation Qualifications ; G, DO

Submit qualifications and permit no later than 10 calendar days after Notice to Proceed. A FF&WCC permitted Contractor is required to be approved by the Contracting Officer to accomplish the gopher tortoise monitoring and relocation (as necessary) of this section unless they demonstrate to the satisfaction of the Contracting Officer the capability to accomplish gopher tortoise monitoring and recovery by obtaining a permit from the FF&WCC to take turtles.

Eastern Indigo Snake Observer ; G, DO

Submit the qualifications of the eastern indigo snake observer no later than 10 calendar days after Notice to Proceed. Submit the name(s) and qualifications of the proposed observer for approval.

The information submitted should indicate what experience the individual has that would qualify the person to act as an indigo snake observer.

SD-11 Closeout Submittals

Protected Species Summary Report ; G, DO

Contractor shall submit within 30 calendar days following completion of the project, a written report of the absence or occurrence of environmental incidents. In addition, for construction activities whose anticipated duration is more than one calendar year, the Contractor shall complete a sheet each May 31st (plus/minus 14 days).

Logs/Summary of Bird Nesting Monitoring

Contractor shall submit as specified, logs and summary of monitoring detailing nesting and nesting success.

Logs/Summary Of Bird Nesting Monitoring Report ; G, DO

Gopher Tortoises Comprehensive Final Report ; G, DO

Eastern Indigo Snake Monitoring Report ; G, DO

SECTION 01 57 20 Page 7

Invasive And Nuisance Species Report

Evaluation Of Physical Monitoring Results Near Submerged Aquatic Vegatation(SAV) Report ; G, DO

Contractor shall submit as specified, Evaluation of Physical Monitoring Results Near SAV Report within 30 calendar days following the completion of the project.

Work Near SAV Report ; G, DO

Contractor shall submit as specified, Work Near SAV Report within 30 calendar days following the completion of the project.

1.6 SUBCONTRACTORS

Assurance of compliance with this section by subcontractors shall be the responsibility of the Contractor.

1.7 NOTIFICATION

The Contracting Officer will notify the Contractor in writing of any observed noncompliance with the aforementioned Federal, State, or local laws or regulations, permits and other elements of the Contractor's environmental protection plan. The Contractor shall, after receipt of such notice, inform the Contracting Officer of proposed corrective action and take such action as may be approved. If the Contractor fails to comply promptly, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken.

No time extensions shall be granted or costs or damages allowed to the Contractor for any such suspension.

Additionally, the Contractor shall notify the Contracting Officer, in writing, of the absence or occurrence of environmental incidents, as required on the Project Environmental Summary Sheet, copy on the first web site indicated in paragraph CONSTRUCTION FORMS AND DETAILS below. Refer to paragraph SUBMITTALS above.

1.8 CONTRACTOR PERSONNEL QUALIFICATIONS IN POLLUTION CONTROL

The Contractor's personnel shall be qualified to perform all phases of environmental protection, including methods of detecting and avoiding pollution, familiarization with pollution standards, both statutory and contractual, and careful installation and monitoring of the project to ensure adequate and continuous environmental pollution control. Quality Control and supervisory personnel shall be thoroughly knowledgeable of Federal, State, and local laws, regulations, and permits as listed in the Environmental Protection Plan submitted by the Contractor. Quality Control personnel will be identified in the Quality Control Plan submitted in accordance with Section 01 45 05 DREDGING/BEACH FILL PLACEMENT -

CONTRACTOR QUALITY CONTROL.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PROTECTION OF ENVIRONMENTAL RESOURCES

For contract work, the Contractor shall comply with all applicable

SECTION 01 57 20 Page 8

Federal, State, or local laws and regulations. The environmental resources within the project boundaries and those affected outside the limits of permanent work under this contract shall be protected at least during the entire period of this contract. The Contractor shall confine activities to areas defined by the drawings and specifications.

Environmental protection shall be as stated in the following subparagraphs.

3.1.1 General Project Environmental Design and Installation Criteria

Some project sites have features that shall not be impacted in any way, including cultural, historic, or archeological features. At all sites, the Contractor shall minimize disturbance to existing features at the site to the extent possible, including vegetative, topographic, and drainage pattern features. Wetland, seagrass or hardbottoms impacts (temporary access, detours, staging areas, and other work area impacts) to project sites should be avoided and may require separate permitting action. Any wetlands temporarily impacted shall have its soil restored upon project completion. Expansion of previously permitted project footprints may likewise require separate permitting action.

In all cases, the installation of temporary systems to aid construction shall provide for protection of the environment during handling, installing, storing, utilizing, transporting, servicing, testing, refilling, transferring, pumping, processing, removing waste products, repairing and maintaining systems and their components. Necessary protection shall also be considered that would prevent contamination of the environment from impacts to the systems caused by storm water runoff and flooding. Retrofit of temporary systems on project sites to modern environmental protection design standards shall also be considered.

In the event environmental protection measures fail, the Contractor shall implement procedures to control and correct environmental damage. The Contractor shall coordinate with the Contracting Officer if environmental protection measures fail.

3.1.1.1 Sewage-Based Systems Environmental Design and Installation Criteria

In general, there shall be no waste or debris discharges of any kind for a project unless authorized by the Contracting Officer. This shall include the Contractor's providing sufficient temporary sanitary equipment and facilities for the project. The design and/or installation of temporary or permanent sewage systems shall ensure that waters will be free of effects of sewage discharges. Applicable Federal, State, or local codes and requirements regarding sewage shall be strictly adhered to in the design, such as those of the EPA and, in the case of the State, Chapter 62-620 (Wastewater Facilities) of the FAC. Best Management Practices from the applicable agencies shall also be adhered to in the design.

3.1.2 Protection of Land Resources

Prior to the beginning of any construction, the Contractor shall identify all land resources to be preserved or avoided within the Contractor's work area. Materials displaced into uncleared areas shall be removed. The Contractor shall not remove, cut, deface, injure, or destroy land resources including trees, shrubs, vines, grasses, topsoil, and land forms without special permission from the Contracting Officer. The Contractor shall engage a qualified tree surgeon to perform all tree surgery. The Contractor shall be responsible to repair injuries to bark, trunk, branches, and roots of protected trees by dressing, cutting, and painting

SECTION 01 57 20 Page 9 as specified for Class I Fine Pruning, of the National Arborist Association Pruning Standards for Shade Tree or as per State's Agricultural Extension Agency Guidelines, immediately as occurrences arise. No ropes, cables, or guys shall be fastened to or attached to any trees for anchorage unless specifically authorized. Where such special emergency use is permitted, the Contractor shall provide effective protection for land and vegetation resources at all times as defined in the following subparagraphs.

3.1.2.1 Work Area Limits

Prior to any construction, the Contractor shall mark the areas that are not required to accomplish all work to be performed under this contract.

Isolated areas within the general work area which are to be saved and protected shall also be marked or fenced. The Contractor shall protect from damage all existing trees designated to remain. Protection of tree roots shall be provided against noxious materials in solution caused by run-off or spillage. Fires shall be located outside the canopy of protected trees. No materials, trailers, or equipment shall be stored within the drip line of any protected tree. Monuments and markers shall be protected before construction operations commence. Where construction operations are to be conducted during darkness, the markers shall be visible. The Contractor shall convey to his personnel the purpose of marking and/or protection of all necessary objects.

3.1.2.2 Unprotected Erodible Soils

Earthwork brought to final grade shall be finished as indicated in the contract drawings. Side slopes and back slopes shall be protected as soon as practicable upon completion of rough grading. All earthwork shall be planned and conducted to minimize the duration of exposure of unprotected soils. Except in instances where the constructed feature obscures borrow areas, quarries, and waste material areas, these areas shall not initially be totally cleared. Clearing of such areas shall progress in reasonably sized increments as needed to use the areas developed as approved by the Contracting Officer.

3.1.2.3 Contractor Facilities and Other Work Areas

Locate facilities, staging and other work areas as indicated in Section 01 50 02 TEMPORARY CONSTRUCTION FACILITIES, and in compliance with permits listed in the paragraph PERMITS AND AUTHORIZATIONS above and obtained for performance of work. Borrow or dredge material management (DMMA) areas shall be managed to minimize erosion and to prevent sediment from entering nearby watercourses, wetlands, or lakes. Spoil areas shall be managed and controlled to limit spoil intrusion into areas designated on the drawings and to prevent erosion of soil or sediment from entering nearby watercourses, wetlands, or lakes. Spoil areas shall be developed in accordance with the grading plan indicated on the drawings. Temporary excavation and embankments for plant and/or work areas shall be controlled to protect adjacent areas from despoilment. If there is suspicion that sediment may be unsuitable for disposal at a specified location, the Contractor shall immediately take measures to contain the suspect sediment and notify the Contracting Officer.

3.1.2.4 Solid Wastes

Solid wastes (excluding clearing debris) shall be placed in containers which are emptied on a regular schedule. All handling and disposal shall

SECTION 01 57 20 Page 10 be conducted to prevent contamination. Solid waste materials shall be hauled to a solid waste disposal site approved by the Contracting Officer. The Contractor shall comply with Federal, State and local regulations pertaining to the use of the solid waste disposal site.

3.1.2.5 Fuel, Oil, and Lubricants

Fuel, oil, and lubricants shall be managed so as to prevent spills and evaporation. To prevent spills, fuel dispensers shall have a 4-foot square, 16-gauge metal pan with borders banded up and welded at corners right below the bibb. Edges of the pans shall be 8-inch minimum in depth to ascertain that no contamination of the ground takes place. Pans shall be cleaned by an approved method immediately after every dispensing of fuel and wastes disposed of offsite in an approved area. Should any spilling of fuel occur, the Contractor shall immediately recover the contaminated ground and dispose of it offsite in an approved area.

Petroleum waste generated shall be stored in marked corrosion-resistant containers and recycled or disposed of in accordance with 40 CFR 279, State, and local regulations.

3.1.2.6 Hazardous Waste

Hazardous wastes are defined in 40 CFR 261. The Contractor shall ensure that hazardous wastes are stored and disposed of in accordance with 40 CFR 261 and State and local regulations. The Contractor shall ensure that hazardous wastes are packed, labeled, and transported in accordance with 49 CFR 173 and State and local regulations.

3.1.2.7 Hazardous Materials

The Contractor shall ensure that hazardous materials are…