A02.1_AMD_0002__Specification_1839_(100113).pdf

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 27 PAGES

NAPA RIVER DRY BYPASS, FLOOD PROTECTION PROJECT

01 32 00 SD-01 Preconstruction Submittals

3.4 GProject Schedule

01 33 00 SD-01 Preconstruction Submittals

1.8 GSubmittal Register

01 35 26 SD-01 Preconstruction Submittals

1.7 G AAccident Prevention Plan (APP)

1.8 G AActivity Hazard Analysis (AHA)

1.7.1 G ACrane Critical Lift Plan

1.6.1.3 G ACrane Operators

SD-06 Test Reports

1.12Notifications and Reports

1.12.2Accident Reports

1.12.3Crane Reports

SD-07 Certificates

1.9Confined Space Entry Permit

1.9Hot work permit

01 35 29.13 SD-02 Shop Drawings

1.19.1 GWork Zones

1.20.1 GDecontamination Facilities

SD-03 Product Data

1.13Exposure Monitoring/Air

Sampling Program

1.19.2Site Control Log

1.12.4Employee Certificates

01 50 00 SD-01 Preconstruction Submittals

1.6 GConstruction site plan

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Amendment 0002 Attachment 6

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 27 PAGES

01 50 00 3.3.1 GTraffic control plan

SD-06 Test Reports

2.2.5 GBackflow Preventer Tests

SD-07 Certificates

1.7.1 GBackflow Tester

1.7Backflow Preventers

01 57 20 SD-01 Preconstruction Submittals

1.7 GEnvironmental Protection Plan

01 57 23 SD-01 Preconstruction Submittals

1.6.1 G DOCertified Storm Water Pollution

Prevention Plan (SWPPP)

1.6.2 G DOPre and Post Project Design

Hydrology/Water Balance Report

1.6.2 G DOPermit Registration Documents

(PRDs)

1.6.3 G DOContainment and Treatment

System Evaluation

SD-03 Product Data

1.6.1.3BMP Product Data

3.1.1BMP Product Data

3.1.1BMP Product Data

SD-06 Test Reports

3.2.1SWPPP Amendments

1.6.2Sampling Results

2.1.2.6Monthly ATS/Treatment System

Report (If Needed)

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01 57 23 3.2.2REAPs and Inspection Reports

3.2.3REAPs and Inspection Reports

3.2.3REAPs and Inspection Reports

1.6.2Exceedance Reports

1.6.2Annual Reports

SD-07 Certificates

1.5.2Mill Certificate or Affidavit

SD-10 Operation and Maintenance

Data

3.1.2Operation and Maintenance Data

3.1.2Operation and Maintenance Data

SD-11 Closeout Submittals

3.1.2 G DOFinal Storm Water Pollution

Prevention Plan (SWPPP)

3.2.1 G DOFinal Storm Water Pollution

Prevention Plan (SWPPP)

3.1.2 G DONotice of Termination Application

3.1.2 G DONotice of Termination Application

3.1.2 G DONotice of Termination Application

3.1.2 G DONotice of Termination Application

01 78 00 SD-03 Product Data

1.2.2As-Built Record of Equipment and Materials

1.6.1 GWarranty Management Plan

1.6.5 GWarranty Tags

1.3 GSpare Parts Data

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01 78 00 SD-08 Manufacturer’s Instructions

1.4 GPreventative Maintenance

1.4 GCondition Monitoring (Predictive

Testing)

1.4Inspection

1.6.1 GInstructions

SD-10 Operation and Maintenance

Data

1.7 GOperation and Maintenance

Manuals

SD-11 Closeout Submittals

1.2.1 GRecord Drawings

1.5 GCertification of EPA Designated

Items

01 86 26.07 SD-01 Preconstruction Submittals

1.4 GQuality Control Plan

2.1 GMaterial, Equipment, and Fixture

Lists

SD-02 Shop Drawings

3.1 GConnection Diagrams

2.1.1 GFabrication Drawings

3.1 GInstallation Drawings

SD-03 Product Data

2.1.1 GManufacturer's Product Data

1.5 GWarranty

SD-07 Certificates

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 5 OF 27 PAGES

01 86 26.07 2.1.2 GCertificates

SD-08 Manufacturer’s Instructions

3.1 GManufacturer's Instructions

2.1.1Manufacturer's Product Data

SD-10 Operation and Maintenance

Data

3.4 GOperations and Maintenance

Manuals

SD-11 Closeout Submittals

3.5 GAcceptance Documentation

3.1 GRecord Drawings

3.3.1 GBaseline Data Report

02 41 00 SD-01 Preconstruction Submittals

1.10 GExisting Conditions

SD-07 Certificates

1.4.1 GDemolition Plan

02 61 13 SD-02 Shop Drawings

3.1 GSurveys

SD-03 Product Data

1.3.2 GWork Plan

3.11 GClosure Report

SD-06 Test Reports

2.2 GBackfill

3.1 GSurveys

3.5 GConfirmation Sampling and

Analysis

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02 61 13 3.7.1 GSampling of Stored Material

3.7.2 GSampling Liquid

3.9.2 GCompaction

02 81 00 SD-03 Product Data

3.1 GOn-site Hazardous Waste

Management

3.2Notices of Non-Compliance and

Notices of Violation

2.1.1Packaging Notifications

SD-06 Test Reports

3.7 GRecordkeeping

3.8Spill Response

3.7 GException Report

SD-07 Certificates

1.4.3Certification

3.2.4Security Plan

1.4.1 GTransportation and Disposal

Coordinator

1.4.2 GTraining

3.2.2EPA Offsite Policy

3.2.5Certificates of Disposal

3.2.3 GShipping Documents and

Packagings Certification

3.6 GWaste Minimization

03 11 13 SD-02 Shop Drawings

3.1.1 GFormwork

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03 11 13 2.1.5 GArchitectural Form Liner Wall

Patterns

SD-03 Product Data

1.2Design

2.1.7Form Releasing Agents

2.1Form Materials

SD-04 Samples

1.4 GSample Panels

2.1.5 GArchitectural Form Liner Wall

Patterns

SD-06 Test Reports

3.4.1 GFormwork Not Supporting Weight

of Concrete

03 20 00 SD-02 Shop Drawings

3.1 GReinforcement

SD-03 Product Data

2.6 GMaterial

SD-06 Test Reports

2.6 GMaterial

2.6 GTests, Inspections, and

Verifications

SD-07 Certificates

2.2Reinforcing Steel

03 30 00 SD-02 Shop Drawings

1.8.1.1Fabrication Drawings

1.8.1.2 GReinforcing steel

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03 30 00 SD-03 Product Data

2.4.6Materials for curing concrete

2.4.8 GJoint sealants

2.4.7 GJoint filler

2.4.1 GCement

2.3.3 GReady-Mix Concrete

2.6 GBonding Materials

2.3.4 GConcrete Curing Materials

2.5 GReinforcement

1.8.2.4VOC Content for form release agents, curing compounds, and concrete penetrating sealers

1.8.2.5Material Safety Data Sheets

2.2.1Waterstops

2.4.8.3Waterstops

3.13.2Waterstops

2.4.8.3polyvinylchloride (PVC)

2.4.10Biodegradable Form Release

Agent

SD-04 Samples

3.8.4 Gsurface finish waterstop

SD-05 Design Data

2.3.2 Gmix design

SD-06 Test Reports

1.8.3.1 GConcrete mix design

1.8.3.2Fly ash

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03 30 00 1.8.3.2Pozzolan

1.8.3.3Aggregates

1.8.3.4Fiber-reinforced concrete

3.11.2.3 GCompressive strength tests

3.11.2.4Air Content

SD-07 Certificates

1.8.2.1 GCuring concrete elements

1.8.2.2Pumping concrete

1.8.2.3Finishing plan

SD-08 Manufacturer’s Instructions

1.8.3.2Fly ash

2.5Reinforcement

03 40 00 SD-01 Preconstruction Submittals

1.4.2.2Quality Control Procedures

SD-02 Shop Drawings

1.2.1 GStandard Precast Units

1.2.2 GCustom-Made Precast Units

SD-03 Product Data

1.2.1 GStandard Precast Units

1.2.3 GProprietary Precast Units

3.1.3Embedded Items

2.1.11Accessories

SD-05 Design Data

1.2.2 GDesign Calculations

1.2.5.1 GConcrete Mix Proportions

SD-06 Test Reports

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03 40 00 1.4.2.2 GTest Reports

SD-07 Certificates

1.4.2.2Quality Control Procedures

03 41 16 SD-02 Shop Drawings

1.3Fabrication Drawings

1.3Installation Drawings

2.1.1Precast Concrete Slabs

SD-03 Product Data

2.1.1Precast Concrete Slabs

SD-05 Design Data

2.1.1Precast Concrete Slabs

SD-07 Certificates

2.1.1Precast Concrete Slabs

2.2Threaded Fasteners

2.3Cement Grout Joint Sealing

Materials

SD-08 Manufacturer’s Instructions

2.1.1Installation Instructions

05 50 13 SD-02 Shop Drawings

2.3 GSkate Board Stoppers

2.5 Gangles and plates

SD-03 Product Data

2.3Skate Board Stoppers

05 52 00 SD-02 Shop Drawings

1.4.1 GFabrication Drawings

SD-03 Product Data

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05 52 00 1.4.1 GProtective Coating

1.4.1 GAluminum Railings and Handrails

1.4.1 GAnchorage and Fastening

Systems

SD-07 Certificates

1.6.1 GWelder Qualification

SD-08 Manufacturer’s Instructions

3.1 GInstallation Instructions

06 20 00 SD-02 Shop Drawings

1.3 GDetail Drawings

SD-07 Certificates

1.4 GCertificates of grade

1.4 GCertificates of Wood Treatment

1.4 GCertificates of compliance

07 92 00 SD-03 Product Data

2.1Sealants

2.2Primers

2.3Bond breakers

2.4Backstops

SD-07 Certificates

3.3.6Sealant

26 00 00 SD-10 Operation and Maintenance

Data

1.10 GOperations and Maintenance

manuals

26 05 00 SD-01 Preconstruction Submittals

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26 05 00 1.5 GMaterial, Equipment, and Fixture

Lists

3.8 GService Pedestal

3.7 GLighting Fixtures and Lamps

1.5 GLight Poles

SD-03 Product Data

3.2.1 GConduits

3.2 GConduits, Raceways and Fittings

2.2 GWire and Cable

2.3 GSplices and Connectors

2.4 GSwitches

2.5 GReceptacles

3.6 GBoxes and fittings

2.8 GElectrical Power Outlet Pedestals

2.7.3 GCircuit Breakers

1.5 GCertification

SD-06 Test Reports

3.12 GContinuity Test

3.12 GInsulation Resistance Test

SD-08 Manufacturer’s Instructions

1.5Manufacturer's Instructions

26 56 23 SD-02 Shop Drawings

1.6.1.1 GLuminaire drawings

SD-03 Product Data

1.8.1Local/Regional Materials

1.8.2Energy Efficiency

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26 56 23 2.2 GLuminaires

2.2.1 GLamps

2.2.2 GBallasts

1.6.1.2 GAluminum Poles

1.6.1.2 GSteel Poles

1.6.1.2 GMounting Arms

SD-06 Test Reports

3.2Operating test

SD-08 Manufacturer’s Instructions

2.2 GMounting Details

31 00 00 SD-01 Preconstruction Submittals

1.9 GDewatering Work Plan

SD-06 Test Reports

3.14.2 GDensity Test

3.14.3 GMoisture Content

SD-07 Certificates

3.14 GTesting

31 05 19 SD-03 Product Data

2.1.2Thread

2.2Manufacturing Quality Control

Sampling and Testing

SD-04 Samples

3.1Quality Assurance Samples and

Tests

SD-07 Certificates

2.1.1Geotextile

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31 09 13 SD-01 Preconstruction Submittals

1.9 GInstrumentation Plan

3.2Pre-Construction Conditions

Report

SD-06 Test Reports

3.1Instrument Installation

Photographs

3.7Instrumentation Data

SD-07 Certificates

3.3Calibration Certificates

1.8.1 GInstrumentation Specialist

Qualifications

SD-11 Closeout Submittals

3.10 GPost Construction Conditions

Report

31 11 00 SD-03 Product Data

3.6.2 GNonsaleable Materials

SD-04 Samples

2.1 GTree wound paint

2.2 GHerbicide

31 32 11 SD-02 Shop Drawings

3.2.2 GErosion Control Plan

3.6Maintenance Record

SD-03 Product Data

2.2.2Geosynthetic Binders

2.1Recycled Plastic

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31 32 11 2.3.3Wood Cellulose Fiber

2.3.4Paper Fiber

2.3.9Mulch Control Netting and Filter

Fabric

2.3.10Hydraulic Mulch

2.4.11Erosion Control Blankets Type XI

2.5.1 GSynthetic Grid Systems

1.3Equipment

3.1.1Finished Grade

2.4Erosion Control Blankets

SD-04 Samples

1.6Materials

SD-06 Test Reports

2.2.2 GGeosynthetic Binders

2.3.10Hydraulic Mulch

2.4 GErosion Control Blankets

2.5.1 GSynthetic Grid Systems

SD-07 Certificates

1.5.1Installer's Qualification

2.1Recycled Plastic

2.4.13Seed

2.3.8Asphalt Adhesive

2.3.11Tackifier

2.3.6Wood By-Products

2.3.3Wood Cellulose Fiber

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31 32 11 SD-10 Operation and Maintenance

Data

3.6.2Maintenance Instructions

SD-11 Closeout Submittals

1.5.3.1Local/Regional Materials

2.1Recycled Plastic

2.3.3Wood Cellulose Fiber

2.3.4Paper Fiber

2.3.9Mulch Control Netting and Filter

Fabric

2.4.11Erosion Control Blankets Type XI

31 32 39 SD-01 Preconstruction Submittals

1.7Construction Work Sequence

Schedule

2.3Seed Establishment Period

3.11 GDewatering

SD-02 Shop Drawings

3.5.3 GHarvest site restoration

SD-03 Product Data

1.6 GMaterials

2.5Stakes

2.1Binders

2.11Fertilizer

3.5.2Sealing of harvest cuts

3.8.2Painting of stakes and poles

1.6Lumber

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31 32 39 1.3.1Equipment

3.8.3Harvesting and Soaking Records

SD-06 Test Reports

1.3.2 GMaterial Testing

SD-07 Certificates

1.5.4.1Installer's Qualification

1.5.4.2Personnel Qualifications

2.3Seed

2.4Vegetation

2.1Binders

SD-10 Operation and Maintenance

Data

1.9.2 GMaintenance Instructions

SD-11 Closeout Submittals

3.19.1 GMaintenance Records

3.19.2 GFinal Project Report

31 41 16 SD-02 Shop Drawings

2.1 GMetal Sheet Piling

SD-03 Product Data

3.2.2.2Driving

3.2.1 GPile Driving Equipment

3.2.5 GPulling and Redriving

2.3.2 GInterlocked Joint Strength in

Tension Test

SD-06 Test Reports

2.3.1Materials Tests

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31 41 16 2.3.2 GInterlocked Joint Strength in

Tension Test

SD-11 Closeout Submittals

3.4Pile Driving Record

32 11 24 SD-03 Product Data

2.1.1Aggregates

1.9.1Local/Regional Materials

SD-06 Test Reports

3.6.2.1Gradation

3.6.2.1Gradation

3.6.2.3Density

3.6.2.3Density

3.6.2.5Thickness

32 12 17 SD-05 Design Data

1.5.2 GJob-mix formula

2.2ASPHALT CEMENT BINDER

2.3 GMIX DESIGN

SD-06 Test Reports

2.4.1 GSpecific gravity test of asphalt

2.4.1 GAggregates Tests

3.5.2.1 GAggregates Tests

3.5.2.2 GBituminous mix tests

32 13 13.06 SD-03 Product Data

2.1.6Curing materials

2.1.4Admixtures

2.1.5.1Dowel

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32 13 13.06 2.1.5.4Reinforcement

SD-05 Design Data

2.2.1mix design

SD-06 Test Reports

2.1.3Aggregate

3.8.2Concrete slump tests

3.8.4Air content tests

3.8.3Flexural strength tests

SD-07 Certificates

1.7.1Ready-mixed concrete plant

1.7.3Batch tickets

2.1.1Cementitious materials

SD-11 Closeout Submittals

2.1.1Cementitious Materials

2.1.3Aggregate

32 16 13 SD-03 Product Data

2.1 GConcrete

SD-06 Test Reports

3.8 GField Quality Control

32 17 23 SD-03 Product Data

2.1.2 GReflective media for roads and

streets

2.1.1 GPaints for roads and streets

1.7 GConstruction Equipment List

1.10Qualifications

SD-06 Test Reports

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32 17 23 2.1.2Reflective media for roads and streets

2.1.1Paints for roads and streets

SD-07 Certificates

2.1.2Reflective media for roads and streets

SD-08 Manufacturer’s Instructions

2.1.1Paints for roads and streets

32 31 13 SD-02 Shop Drawings

1.3 GFence Assembly

1.3 GGate Assembly

3.16.1 GLocation of Gate, Corner, End, and Pull Posts

1.3 GErection/Installation Drawings

SD-03 Product Data

1.3 GFence Assembly

2.1 GRecycled Material Content

2.2 GZinc Coating

2.9 GStretcher Bars

2.14 GConcrete

SD-04 Samples

GPosts

GBraces

2.3 GLine Posts

2.6 GTop Rail

2.8 GTension Wire

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32 31 13 2.9 GStretcher Bars

2.13 GWire Ties

SD-07 Certificates

1.5.2 GCertificates of Compliance

SD-08 Manufacturer’s Instructions

1.3 GFence Assembly

1.3 GHardware Assembly

1.3 GAccessories

32 84 24 SD-02 Shop Drawings

1.4 GIrrigation sprinkler system

SD-03 Product Data

2.1 GPiping materials

2.3 GValves

2.2 Gheads

2.3.6 GBackflow preventers

2.5 GAutomatic controller

2.6.1Control wiring

2.4.2.1 GDetectable Metallic Underground

Warning Tape

2.4.4.1 GRain shut-off device

2.4.4.2 GFreeze shut-off device

2.4.4.3 GSoil moisture sensor

2.4.1 GTapping tee

3.1.7.3 GValve boxes and lids

2.2.3 GBubbler irrigation head

SD-05 Design Data

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32 84 24 1.4 GSystem pressure calculations

1.4Irrigation requirements

SD-06 Test Reports

2.3 GValves

2.3.6 GBackflow preventers

3.2.1 GPressure test

3.2.2 GOperation test

SD-07 Certificates

2.3.6 GBackflow preventers

SD-08 Manufacturer’s Instructions

2.5Automatic controller

2.2heads

2.3.6Backflow preventers

2.3Valves

2.1.4Solvent cement

2.6.1Control wiring

2.4.4.1Rain shut-off device

SD-10 Operation and Maintenance

Data

2.1 GPiping materials

2.2 Gheads

2.3.6 GBackflow preventers

2.3 GValves

2.5 GAutomatic controller

3.2.2.1 GDrip irrigation

2.4.4.1 GRain shut-off device

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32 84 24 2.4.4.2 GFreeze shut-off device

2.4.4.3 GSoil moisture sensor

SD-11 Closeout Submittals

3.2.3 GController Charts

32 91 00 SD-03 Product Data

2.1 GHerbicide Data Sheets

2.4 GTopsoil Import

3.8 GTopsoil Import

SD-05 Design Data

3.5.6 GHerbicide Treatment Plan

SD-06 Test Reports

3.4.1 GExisting Soil Test

3.8.8 GSoil Amendment

SD-07 Certificates

3.5.6 GHerbicide

2.4 GTopsoil Import

3.8 GTopsoil Import

32 92 19 SD-03 Product Data

2.4 GMulch

2.1 GSeed

SD-07 Certificates

2.1 Gseed

32 93 00 SD-01 Preconstruction Submittals

1.12.4 GNursery and Seed Suppliers;

1.7.8 GLandscape/Revegetation

Minimum Qualifications

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32 93 00 1.7.3 GState Landscape Contractor's

License

1.9 GTime Restrictions and Planting

Conditions

SD-03 Product Data

1.11.1Local/Regional Materials

2.3.7Compost

2.4 GFertilizer

2.1.1.1 GPlanting Materials

2.1.1.1 GSeeding Materials

1.12.4 GInoculants;

2.1.5.9 GPlant ID Tags

SD-04 Samples

2.5 GMulch

1.7.4 GPhotographs

SD-06 Test Reports

1.7.1Topsoil composition tests

1.7.5Percolation Test

SD-07 Certificates

1.11.3Forest Stewardship Council

(FSC) Certification

1.7.2Nursery certifications

2.1.1Nursery certifications

2.1.1.1 GSeeding Materials

SD-10 Operation and Maintenance

Data

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32 93 00 1.11.2Plastic Identification

33 11 00 SD-03 Product Data

2.1.1 GPiping Materials

2.1 GWater distribution main

2.2 GWater service line

2.1.2.5 GHydrants

2.1.2.6 GValve boxes

2.2.2.4 GValve boxes

2.1.2.9 GPressure reducing valves

SD-07 Certificates

2.1 GWater distribution main

2.2 GWater service line

2.1.2.5 Ghydrants

2.1.2.9 GPressure Reducing Valves

33 30 00 SD-01 Preconstruction Submittals

1.6Existing Conditions

SD-02 Shop Drawings

1.4.2 GDrawings

SD-03 Product Data

2.1 GPipeline materials

2.2.2Portland Cement

SD-06 Test Reports

3.2.1 GField Test Reports

33 40 00 SD-03 Product Data

2.1 GPipe for Culverts and Stormdrains

2.3.9Flap Gates

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33 40 00 SD-04 Samples

2.1 GPipe for Culverts and Storm

Drains

SD-07 Certificates

3.7 GBackfilling

3.8 GPipeline Testing

2.5 GHydrostatic Test on Watertight

Joints

3.7.1 GCompaction

2.3.7 GFrame and Cover for Gratings

33 70 02 SD-02 Shop Drawings

3.9 GDetail Drawings

1.3.1 GAs-Built Drawings

SD-03 Product Data

2.1Material and Equipment

SD-06 Test Reports

3.8 GField Test Plan

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1.5.2 GDetail Drawings

SD-03 Product Data

2.1Materials

SD-04 Samples

2.1 GMaterials

1.6.1 GRubber Seals

SD-06 Test Reports

3.6Field Tests

SUBMITTAL REGISTER

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1.6.2Epoxy Filler

35 42 00 SD-01 Preconstruction Submittals

1.5.1 GState Contractor's License

1.5.4 GConstruction Work Sequence

Schedule

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3.4 GAnchoring system materials for

anchoring

3.4 GEpoxy for eye bolt connections to

boulder anchors;

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2.1.1 GInstream Woody Material;

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1.9Written guarantee against defects in installation

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2.1.1 GGeotextile Reinforcement

2.1 GCalculations

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NAPA RIVER DRY BYPASS, FLOOD PROTECTION PROJECT 1839

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 57 20

ENVIRONMENTAL PROTECTION

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 Environmental Pollution and Damage

1.2.2 Environmental Protection

1.2.3 Contractor Generated Hazardous Waste

1.2.4 Installation Pest Management Coordinator

1.2.5 Project Pesticide Coordinator

1.2.6 Land Application for Discharge Water

1.2.7 Pesticide

1.2.8 Pests

1.2.9 Surface Discharge

1.2.10 Waters of the United States

1.2.11 Wetlands

1.3 GENERAL REQUIREMENTS

1.4 SUBCONTRACTORS

1.5 PAYMENT

1.6 SUBMITTALS

1.7 ENVIRONMENTAL PROTECTION PLAN

1.7.1 Compliance

1.7.2 Contents

1.7.3 Appendix

1.7.4 Self Monitoring Program

1.7.4.1 Site Maps

1.7.4.2 Schedule of Sampling, Measurements, and Analysis

1.7.4.3 Standard Observations

1.7.4.4 Water Quality Limits

1.7.4.5 Following Reports are to Filed with the Regional Board, USACE, and the Napa County Flood control and Water Conservation District.

1.8 PROTECTION FEATURES

1.9 SPECIAL ENVIRONMENTAL REQUIREMENTS

1.10 ENVIRONMENTAL ASSESSMENT OF CONTRACT DEVIATIONS

1.11 NOTIFICATION

1.12 HAZARDOUS, TOXIC AND RADIOACTIVE WASTE (HTRW) PERIMETER AIR

MONITORING

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 ENVIRONMENTAL PERMITS AND COMMITMENTS

3.2 LAND RESOURCES

3.2.1 Work Area Limits

01 57 20 - 1

3.2.2 Landscape

3.2.3 Erosion and Sediment Controls

3.2.4 Contractor Facilities and Work Areas

3.3 WATER RESOURCES

3.3.1 Cofferdams, Diversions, and Dewatering Operations

3.3.2 Stream Crossings

3.3.3 Wetlands

3.4 AIR RESOURCES

3.4.1 Particulates

3.4.2 Odors

3.4.3 Sound Intrusions

3.4.4 Burning

3.5 HTRW AIR EMISSION CONTROL

3.6 CHEMICAL MATERIALS MANAGEMENT AND WASTE DISPOSAL

3.6.1 Solid Wastes

3.6.1.1 Solid Waste in-Situ

3.6.2 Chemicals and Chemical Wastes

3.6.3 Contractor Generated Hazardous Wastes/Excess Hazardous

Materials

3.6.4 Fuel and Lubricants

3.6.5 Waste Water

3.7 RECYCLING AND WASTE MINIMIZATION FIELD OFFICE FACILITIES

3.8 NON-HAZARDOUS SOLID WASTE DIVERSION REPORT

3.9 HISTORICAL, ARCHAEOLOGICAL, AND CULTURAL RESOURCES

3.10 BIOLOGICAL RESOURCES

3.11 INTEGRATED PEST MANAGEMENT

3.11.1 Pesticide Delivery and Storage

3.11.2 Qualifications

3.11.3 Pesticide Handling Requirements

3.11.4 Application

3.12 PREVIOUSLY USED EQUIPMENT

3.13 MAINTENANCE OF POLLUTION FACILITIES

3.14 MILITARY MUNITIONS

3.15 TRAINING OF CONTRACTOR PERSONNEL

3.16 CONTAMINATED MEDIA MANAGEMENT

3.17 POST CONSTRUCTION CLEANUP

ATTACHMENTS:

appendix

-- End of Section Table of Contents --

01 57 20 - 2

SECTION 01 57 20

ENVIRONMENTAL PROTECTION

PART 1 GENERAL

The CONTRACTOR shall provide to the Contracting Officer a minimum of 60 days prior to the start of work for approval an in-water work plan. This plan shall which identify all in-water work, which will include but not be limited to the following, all work in wetlands, cofferdams, dewatering, pile driving, riparian ( below top of bank) and all other associated activities in the water. The plan shall also include sufficient details such as piling size and type, construction access, bank and vegetation protection measures and material handling during construction.

This in-water work plan shall meet the requirement of all applicable Federal, State and local environmental laws and regulations and their ensuing permits/approvals issued for the project. Special attention shall be taken to follow the guidelines set forth in the plans, project specifications and agency requirements listed in subsection 3.1.

Note: All in-water work is restricted from June 1 to October 15, as the approvals in subsection "Environmental Permits and Commitments" states.

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 (DA)

DA AR 200-1 (2007) Environmental Protection and Enhancement

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2008; Errata 1-2010; Changes 1-3 2010;

Changes 4-6 2011; Change 7 2012) Safety and Health Requirements Manual

WETLANDS DELINEATION MANUAL (1987) Corps of Engineers Wetlands Delineation Manual

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

33 CFR 328 Definitions of Waters of the United States

40 CFR 260 Hazardous Waste Management System: General

40 CFR 261 Identification and Listing of Hazardous Waste

40 CFR 262 Standards Applicable to Generators of Hazardous Waste

01 57 20 - 3

40 CFR 279 Standards for the Management of Used Oil

40 CFR 302 Designation, Reportable Quantities, and Notification

40 CFR 355 Emergency Planning and Notification

40 CFR 68 Chemical Accident Prevention Provisions

49 CFR 171 - 178 Hazardous Materials Regulations

1.2 DEFINITIONS

1.2.1 Environmental Pollution and Damage

Environmental pollution and damage is the presence of chemical, physical, or biological elements or agents which adversely affect human health or welfare; unfavorably alter ecological balances of importance to human life; affect other species of importance to humankind; or degrade the environment aesthetically, culturally and/or historically.

1.2.2 Environmental Protection

Environmental protection is the prevention/control of pollution and habitat disruption that may occur to the environment during construction.

The control of environmental pollution and damage requires consideration of land, water, and air; biological and cultural resources; and includes management of visual aesthetics; noise; solid, chemical, gaseous, and liquid waste; radiant energy and radioactive material as well as other pollutants.

1.2.3 Contractor Generated Hazardous Waste

Contractor generated hazardous waste means materials that, if abandoned or disposed of, may meet the definition of a hazardous waste. These waste streams would typically consist of material brought on site by the Contractor to execute work, but are not fully consumed during the course of construction. Examples include, but are not limited to, excess paint thinners (i.e. methyl ethyl ketone, toluene etc.), waste thinners,excess paints, excess solvents, waste solvents, and excess pesticides, and contaminated pesticide equipment rinse water.

1.2.4 Installation Pest Management Coordinator

Installation Pest Management Coordinator (IPMC) is the individual officially designated by the Installation Commander to oversee the Installation Pest Management Program and the Installation Pest Management Plan.

1.2.5 Project Pesticide Coordinator

The Project Pesticide Coordinator (PPC) is an individual that resides at a Civil Works Project office and that is responsible for oversight of pesticide application on Project grounds.

1.2.6 Land Application for Discharge Water

The term "Land Application" for discharge water implies that the

01 57 20 - 4

Contractor must discharge water at a rate which allows the water to percolate into the soil. No sheeting action, soil erosion, discharge into storm sewers, discharge into defined drainage areas, or discharge into the "waters of the United States" must occur. Land Application must be in compliance with all applicable Federal, State, and local laws and regulations.

1.2.7 Pesticide

Pesticide is defined as any substance or mixture of substances intended for preventing, destroying, repelling, or mitigating any pest, or intended for use as a plant regulator, defoliant or desiccant.

1.2.8 Pests

The term "pests" means arthropods, birds, rodents, nematodes, fungi, bacteria, viruses, algae, snails, marine borers, snakes, weeds and other organisms (except for human or animal disease-causing organisms) that adversely affect readiness, military operations, or the well-being of personnel and animals; attack or damage real property, supplies, equipment, or vegetation; or are otherwise undesirable.

1.2.9 Surface Discharge

The term "Surface Discharge" implies that the water is discharged with possible sheeting action and subsequent soil erosion may occur. Waters that are surface discharged may terminate in drainage ditches, storm sewers,creeks, and/or "waters of the United States" and would require a permit to discharge water from the governing agency.

1.2.10 Waters of the United States

All waters which are under the jurisdiction of the Clean Water Act, as defined in 33 CFR 328 .

1.2.11 Wetlands

Those areas that are inundated or saturated by surface or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, and bogs. Official determination of whether or not an area is classified as a wetland must be done in accordance with

WETLANDS DELINEATION MANUAL.

1.3 GENERAL REQUIREMENTS

Minimize environmental pollution and damage that may occur as the result of construction operations. The environmental resources within the project boundaries and those affected outside the limits of permanent work must be protected during the entire duration of this contract. Comply with all applicable environmental Federal, State, and local laws and regulations. Any delays resulting from failure to comply with environmental laws and regulations will be the Contractor's responsibility.

1.4 SUBCONTRACTORS

Ensure compliance with this section by subcontractors.

01 57 20 - 5

1.5 PAYMENT

No separate payment will be made for work covered under this section.

Payment of fees associated with environmental permits, application, and/or notices obtained by the Contractor, and payment of all fines/fees for violation or non-compliance with Federal, State, Regional and local laws and regulations are the Contractor's responsibility. All costs associated with this section must be included in the contract price.

1.6 SUBMITTALS

All submittals shall be designated as having the letter "G" unless otherwise approved by the Contracting Officer.

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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Environmental Protection Plan; G

1.7 ENVIRONMENTAL PROTECTION PLAN

Prior to commencing construction activities or delivery of materials to the site, submit an Environmental Protection Plan for review and approval by the Contracting Officer. The purpose of the Environmental Protection Plan is to present a comprehensive overview of known or potential environmental issues which the Contractor must address during construction. Issues of concern must be defined within the Environmental Protection Plan as outlined in this section. Address each topic at a level of detail commensurate with the environmental issue and required construction task(s). Topics or issues which are not identified in this section, but are considered necessary, must be identified and discussed after those items formally identified in this section. Prior to submittal of the Environmental Protection Plan, meet with the Contracting Officer for the purpose of discussing the implementation of the initial Environmental Protection Plan; possible subsequent additions and revisions to the plan including any reporting requirements; and methods for administration of the Contractor's Environmental Plans. The Environmental Protection Plan must be current and maintained onsite by the Contractor.

1.7.1 Compliance

No requirement in this Section will relieve the Contractor of any applicable Federal, State, and local environmental protection laws and regulations. During Construction, the Contractor will be responsible for identifying, implementing, and submitting for approval any additional requirements to be included in the Environmental Protection Plan.

1.7.2 Contents

Include in the environmental protection plan, but not limit it to, the following:

a. Name(s) of person(s) within the Contractor's organization who is(are) responsible for ensuring adherence to the Environmental Protection

01 57 20 - 6

Plan.

b. Name(s) and qualifications of person(s) responsible for manifesting hazardous waste to be removed from the site, if applicable.

c. Name(s) and qualifications of person(s) responsible for training the Contractor's environmental protection personnel.

d. Description of the Contractor's environmental protection personnel training program.

e. An erosion and sediment control plan which identifies the type and location of the erosion and sediment controls to be provided. The plan must include monitoring and reporting requirements to assure that the control measures are in compliance with the erosion and sediment control plan, Federal, State, and local laws and regulations. A Storm Water Pollution Prevention Plan (SWPPP) may be substituted for this plan.

f. Drawings showing locations of proposed temporary excavations or embankments for haul roads, stream crossings, material storage areas, structures, sanitary facilities, and stockpiles of excess or spoil materials including methods to control runoff and to contain materials on the site.

g. Traffic control plans including measures to reduce erosion of temporary roadbeds by construction traffic, especially during wet weather. Plan shall include measures to minimize the amount of mud transported onto paved public roads by vehicles or runoff.

h. 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 including methods for protection of features to be preserved within authorized work areas. A Contractor's in-water work plan which identifies all in-water work, including all work in wetlands, shall be submitted to the Contracting Officer for approval at least 60 days prior to start of in-water work. This plan will show all work including cofferdams, dewatering, pile driving construction, and all other associated activities in the water, riparian (below the bank), and wetland areas in the Project area. The in-water work plan shall meet the requirements of all applicable Federal, State and local environmental laws and regulations and their ensuing permits/approvals issued for the project. The plan shall include sufficient details such as temporary pile size and type, construction access, bank and vegetation protection measures, and material handling during construction.

Special care shall be taken to follow the guidelines set forth on these plans and specifications, and agency requirements listed in subsection 3.1 and Attachments A through F.

i. Drawing showing the location of borrow areas.

j. Include in the Spill Control plan the procedures, instructions, and reports to be used in the event of an unforeseen spill of a substance regulated by 40 CFR 68 , 40 CFR 302 , 40 CFR 355 , and/or regulated under State or Local laws and regulations. The Spill Control Plan supplements the requirements of EM 385-1-1 . Include in this plan, as a minimum:

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(1) The name of the individual who will report any spills or hazardous substance releases and who will follow up with complete documentation. This individual will immediately notify the Contracting Officer and the local Fire Department in addition to the legally required Federal, State, and local reporting channels (including the National Response Center 1-800-424-8802) if a reportable quantity is released to the environment. Include in the plan a list of the required reporting channels and telephone numbers.

(2) The name and qualifications of the individual who will be responsible for implementing and supervising the containment and cleanup.

(3) Training requirements for Contractor's personnel and methods of accomplishing the training.

(4) A list of materials and equipment to be immediately available at the job site, tailored to cleanup work of the potential hazard(s) identified.

(5) The names and locations of suppliers of containment materials and locations of additional fuel oil recovery, cleanup, restoration, and material-placement equipment available in case of an unforeseen spill emergency.

(6) The methods and procedures to be used for expeditious contaminant cleanup.

k. A non-hazardous solid waste disposal plan identifying methods and locations for solid waste disposal including clearing debris and schedules for disposal.

(1) Identify any subcontractors responsible for the transportation and disposal of solid waste. Submit licenses or permits for solid waste disposal sites that are not a commercial operating facility.

(2) Evidence of the disposal facility's acceptance of the solid waste must be attached to this plan during the construction. Attach a copy of each of the Non-hazardous Solid Waste Diversion Reports to the disposal plan. Submit the report for the previous quarter on the first working day after the first quarter that non-hazardous solid waste has been disposed and/or diverted (e.g.