BECHTEL INC - INTERMEDIATE (60%) DESIGN REPORT (PART 1 … · James F. Schwendeman, Centerior...

BechtelOak Ridge Corporate Center151 Lafayette DriveP.O. Box 350Oak Ridge, Tennessee 37831-0350

October 20. 1995Facsimile: (615)220-2100

Mr. Edward HanlonU.S. Environmental Protection AgencyRegion V (HSRM-6J)77 West Jackson Blvd.Chicago, IL 60604-3590

SUBJECT: FIELDS BROOK SEDIMENT OPERABLE UNIT SUPERFUND SITE REMEDIALDESIGN. Bechtel Job No. 22257-001Intermediate (60-Percent) Design Report

References: 1. Letter from M. L. Schmidt to E. J. Hanlon dated January 29, 1995. Subject:Scoping Document Floodplain Wetlands Area Design Contingency Studies

2. Letter from E. J. Hanlon to J. A. Heimbuch dated April 14, 1995, Subject:Comments to the February 21, 1995, draft Preliminary (30%) Design Report forthe Sediment Operable Unit.

3. Letter from J. A. Heimbuch to E. J. Hanlon dated May 22, 1995, Subject:Sediment Operable Unit - Preliminary (30-percent) Design Report CommentResponse Report.

4. EPA and FBPRPO meeting on June 14, 1995, in Chicago. 111.. Subject: Reviewof the comment response report SOU Draft.

5. Telecon between J. A. Heimbuch and E. J. Hanlon dated July 3, 1995. discussingoffsite disposal.

6. Letter from E. J. Hanlon to J. A. Heimbuch dated July 7, 1995, Subject:Comments to FBPRPO's 2/21/95 Draft Sediment Operable Unit Preliminary (30-percent) Design Report.

7. Letter from B. C. McConnel to E. Hanlon dated August 28, 1995, Subject: FinalDesign (60-, 90-, and 100-Percent) Work Plan (August 1995).

Dear Mr. Hanlon:

In accordance with the discussions held during references 4 and 5 and on behalf of the Fields BrookPotentially Responsible Party Remedial Action Group (FBPRPRAG), attached is the Intermediate(60-Percent) Design Report in accordance with reference 7.

The design has been revised to incorporate the discussions and comments received duringreferences 3 and 4. The most significant revisions are associated with:

• Offsite thermal treatment and disposal—presented in reference 2, General Comment 5.

• Offsite landfill—as discussed during references 4 and 5 and in reference 7. The volume ofmaterial requiring solidification (estimated at 8,000 yds3) does not warrant developing an onsitedisposal facility for the sediment operable unit.

• The key specifications identified in the Final Design Work Plan are provided except the tableattached to Specification 13200, Wastewater Treatment is incomplete. Bechtel has contactedDennis Lee of the Ohio Environmental Protection Agency, Surface Water Division to establish

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Bechtel Environmental, Inc.

Mr. Edward HanlonOctober 20, 1995

discharge limits for the treated water. Bechtel will also contact the POTW to establishpretreatment standards as an alternative to discharging the water to Fields Brook. Bechtel wi l lidentify PRP companies that will treat and discharge the water within their existing permit. Thetable attached to Section 13200, Technical Specification for Wastewater Treatment, wi l l becompleted for the Prefmal (90-percent) Design Report submirtal.

• The design drawings identified in the Final Design Report Work Plan are provided. Theexcavation drawings will be revised to incorporate the delineation sampling and analysesinformation in the Prefmal (90%) Design submirtal.

• The cost estimate for the Preliminary (30%) Design Report is being transmitted under separatecover and there is no significant trends between the intermediate design and the pre l iminarycontingent design which would affect the cost.

Status of other submittals that are not pan of the Sediment Operable Unit Intermediate (60%) Design:

• Real Estate Access Information, identified in Chapter 13 of the Preliminary (30%) Design Report,will be submitted to EPA on October 30, 1995 for review.

• The construction impact assessment will be submitted as Appendix C of the Floodplain Wetlands(FWA) Feasibility Study, which is scheduled to be submitted to U.S. EPA for review after theNovember 2, 1995 FWA workshop.

• Impact of FWA on the Sediment Operable Unit Design is being evaluated in accordance withReference 1.

If you have any questions, please call me at (615) 220-2570.

Sincerely,

B. C. McConnelProject Manager

DA/ch

cc: NOAA, Ron Gouget (1 copy)USACE-Buffalo, Steve Golyski (3 copies)USEPA, David Charters (1 copy)USDOI, Don Henne (1 copy)USEPA, Mark Meckes (1 copy)USFWS, Bill Kurey (1 copy)OEPA, Regan Williams (3 copies)CH2M Hill-Milwaukee, Laura Weyer (1 copy)CH2M Hill, Kevin Klink (1 copy)CH2M Hill, Ohio, Jack Dingledine (1 copy)USACE-Omaha, Robert J. Curnyn (1 copy)USACE-WES, Ron Heath (1 copy)

C3S910OO/9} 1:00 a.m.

bcc: Dr. C.R. Allenbach, Elkem Metals CompanyMike Bellotti, Olin ChemicalsMary M. Bittence, Baker & HostellerStuart G. Breslow, Esq., SCM Chemicals, Inc.Ralph Cascarilla, Esq., The Sherwin-Williams Co.Michael Cyphert, Esq., Paramount CommunicationsPhil Delahunt, Woodward-Clyde ConsultantsRobert M. Emmett, Esq., Detrex CorporationLarry Espel, Green EspelCharles Guy, Detrex CorporationJoseph Heimbuch, de maximis, Inc.Steven C. Johnson, Olin CorporationFrancis A. King, Elkem Metals CompanyPaul J. Lambert, Bingham, Dana & GouldJoe Lonardo, Esq., Vorys Sater Seymour & PeaseKevin D. Mack, Esq., Ohio Power CompanyRichard L. Mason, RMI Titanium CompanyAlastair McGregor, Occidental Chemical CorporationLarry Mencin, The Sherwin-Williams CompanyJames B. Moon, Union Carbide CorporationJames Pappas, American Electric Power Service CorporationAndy Schlickman, Sidley & AustinWilliam Schildt, SCM ChemicalsMarty Schmidt, Woodward-Clyde ConsultantsJames F. Schwendeman, Centerior Energy CorporationNeil Shifrin, Gradient CorporationStephen M. Truitt, Esq., Cabot CorporationBennie Underwood, de maximis, inc.Doug Weber, Centerior Energy CorporationTony Wolfskill, Woodward-Clyde ConsultantsChuck McConnel, BechtelDoug Adair, BechtelSusan Hill, BechtelVinod Pillai, BechtelJoe Ferowich, BechtelAli Yazdi, Bechtel - w/o

C38910/20/95 8:00 a.m.

technical specifications and 19 drawings described by the FDWP, except for twoorganizational changes. The content of SC-6, Analytical Services was incorporated intoSection 01450, Technical Specification for Contractor Chemical Data Quality Control, in whichchemical data quality is detailed (the two sections would have overlapped significantly). Also,the planned scope for Section 02140 was for both dewatering and screening of sediments.Two specifications were prepared, dividing the scope as follows: Section 02140, TechnicalSpecification for Screening of Sediments, and Section 02145, Technical Specification forDewatering Bed. Key specifications are prepared to a 90-percent completeness level, and non-key specifications are in outline form.

The 19 drawings included with this submittal are as required by the FDWP, except for theaddition of 1 drawing, which is a detail drawing for the dewatering bed. Also, an electricaldrawing for site support facilities is not included in this submittal because the location of thesupport facilities has not been finalized. Of the 19 drawings, 14 are key and are prepared to a90-percent completeness level; other drawings are prepared to a 60-percent completenesslevel. The 14 key drawings are as follows:

• 1 title sheet, location map, and drawing list (Drawing 22257-X-01)

• 1 key plan (Drawing 22257-X-02)

• 11 existing stream profiles, excavation limits, backfill (riprap), and haul roads (Drawings22257-C-01 through 11)

• 1 haul route drawing (Drawing 22257-C-12)

EPA comments on the Preliminary (30-Percent) Design Report are addressed in this submittal;only results from a test excavation to evaluate volatile organic compound air emissionsperformed by Woodward-Clyde Consultants are not available. The following comments areaddressed:

• Excavation drawings are provided in this Intermediate (60-Percent) Remedial Design.

• The backfilling of excavated areas will include the use of geotextile and riprap. The riprapsize is stated on the design drawings for each reach. Each day's excavation will be coveredat the end of the workday with geotextile to prevent short-term erosion from a storm event.The remedial action contractor will be required to place riprap within 3 working days ofcompleting the excavation.

• The earthwork specification requires the removal of highly contaminated material (e.g.,drums, pure product) uncovered during the remedial action.

• A technical specification (Section 01305) provides the procedure for submitting contract-required documents, and a Contractor Submittal Requirements Summary form is attachedto establish the schedule for submitting required contract documents and to identify theresponsible reviewer.

A367doeKV19/95 1! 25AM

The regulatory compliance specification (Section 01060) is based on the ARARsdeveloped during discussion between EPA and the Fields Brook Potentially ResponsibleParty Remedial Action Group.

The safety and health specification (Section 01200) establishes the procedure for thecontractor to develop its own site-specific safety and health plan.

A real estate access requirements document is being submitted under separate cover.

Dennis Lee of Ohio EPA has been contacted regarding the National Pollutant DischargeElimination System permit, and discussions are ongoing.

A367.doc1 Ofl 9/95 11:25 AM

Special Conditions

DIVISION 00800 - SPECIAL CONDITIONS

SC-1 Site Conditions

SC-2 Equipment and Materials

SC-3 Protection of Property

SC-4 Decontamination

SC-5 Cleaning Up

SC-6 Incorporated into Section 01450

SC-7 Community Relations

A367.doc\onvK6nru

TECHNICAL SPECIFICATION

FOR

SITE CONDITIONS

ISSUED FOR EPA REVIEW1/18/95 ISSUED FOR 60-PERCENT REVIEW SBH RB DA

REV. DATE REVISIONS BY CHECK SUPV PE

ORIGIN SPECIFICATION

FOR

SITE CONDITIONS

JOB NO. 22257-010

BAPC-OH Sheet

SECTION

SC-1

1

REV. B

of

Rev. No B

CONTENTS

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PART2- PRODUCTS (Not Applicable)..............................................................................................!

PART 3 -EXECUTION (Not Applicable)........................................................................................... 1

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Rev. No B

SECTION SC-1

SITE CONDITIONS

PART 1 - GENERAL

The contractor shall have the sole responsibility of satisfying itself concerning the nature and location ofwork and the general and local conditions, and particularly, but without limitation, with respect to thoseconditions affecting the following: transportation, access, disposal, handling, and storage of materials;availability and quality of labor, water, and electric power; availability and condition of roads; climaticconditions, seasons, river hydrology, and river stages; physical conditions at the work sites and theproject area as a whole; topography and ground-surface conditions; subsurface geology and nature andquantity of surface and subsurface materials to be encountered; equipment and facilities needed beforeand during performance of die contract; and all other matters mat can in any way affect performance ofthe contract or the cost associated with such performance. The failure of the contractor to acquaintitself with any applicable condition will not relieve it from the responsibility for properly estimatingeither the difficulties or the costs of successfully performing the contract. Where the contractadministrator or others have investigated subsurface conditions in areas where work is to be performedunder the contract, such investigations were only for the purpose of study and design. The records ofsuch investigations are not a part of the contract and are furnished solely for the convenience of thecontractor. The contract administrator assumes no responsibility whatsoever with respect to thesufficiency or accuracy of the investigations, the records thereof, or the interpretations set forth thereinor made by others in their use thereof. There is no warranty or guarantee, either expressed or implied,that the conditions indicated by such investigations or records thereof are representative of thoseexisting throughout such areas, or any part thereof, or that unforeseen developments may not occur, orthat materials other than or in proportions different from those indicated may not be encountered

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

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A

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Sheet 1 of 3

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CONTENTS

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PART 3 - EXECUTION (Not Applicable)......................................................................................... 1

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Rev No B

SECTION SC-2


PART 1 - GENERAL

Provide and use only such construction plant and equipment as are capable of producing the qualityand quantity of work and materials required by this contract and within the time or times specified inthe schedule.

Before proceeding with this work, furnish the contract administrator (CA) with information anddrawings relative to such equipment, plant, and facilities as the CA may request. Upon written orderof the CA, discontinue operation of unsatisfactory plant, equipment, or facilities, and modify theunsatisfactory items or remove such items from the jobsite.

When the equipment is moved onsite, present to the CA an itemized list of all equipment and tools,including but not limited to, power tools, welding machines, pumps, and compressors. The list mustinclude the description, quantity, and serial number where applicable. Identify equipment by color(other man yellow), decal, and etching. Decontaminate all equipment and materials, subject toapproval by the CA, upon entry to the site. Equipment or materials found to be contaminated will notbe allowed to be used onsite and shall be removed. Before removal of any equipment, clear suchremoval through the CA. Do not remove construction plant, equipment, or tools from the site beforethe work is finally accepted without the CA's written permission.


PART 3 • EXECUTION (Not Applicable)

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FOR

PROTECTION OF PROPERTY

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DATE

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REVISIONS

SPECIFICATION

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BY

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JOB NO. 22257-010

SECTION

SCO

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Sheet 1 of 3

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CONTENTS

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PART 2 - PRODUCTS (Not Applicable).......................................................................................... 1

PART 3 - EXECUTION (Not Applicable)...................................................................................... 1

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Rev. No B

SECTION SC-3


PART 1 - GENERAL

Conduct operations in a manner that does not damage, close, or obstruct any utility installation,highway, road, or other property until appropriate permits have been obtained. If facilities are closed,obstructed, damaged, or rendered unsafe by subcontractors or operations, make repairs and providetemporary guards, lights, and other signals as necessary or required for safety, at the contractor'sexpense.

Unless otherwise specifically provided in the contract, do not perform any work that would disrupt orotherwise interfere with the operation of any pipeline, telephone, electric transmission line, ditch, orother structure, nor enter upon lands in their natural state without prior approval. Thereafter, andbefore beginning such work, give due notice to the contract administrator (CA) of intention to startsuch work.

The contractor shall not be entitled to any extension of time or any extra compensation on account ofany postponement, interference, or delay caused by any such line, ditch, or structure being on oradjacent to the site of work

Preserve and protect all cultivated and planted areas and vegetation such as trees, plants, shrubs, andgrass on or adjacent to the premises, which, as determined by CA, do not unreasonably interfere withthe performance of this contract. The contractor shall be responsible for damage to any such areas andvegetation and for unauthorized cutting of trees and vegetation, including all damage arising from theperformance of work through use of equipment or stockpiling of materials. All costs in connectionwith any repairs or restoration necessary or required by reason of any damage or unauthorized cuttingshall be borne by the contractor.

The contractor shall be fully responsible for maintaining the existing utilities at the work area and fornotifying the utility authorities and CA before beginning any work.

The contractor shall be responsible for the correction of damage to existing facilities that may becaused by its work or workmen or Die work or workmen of its lower-tier subcontractors.



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FOR

DECONTAMINATION

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Rev No B

SECTION SC-4

DECONTAMINATION

PART 1 - GENERAL

Decontaminate all of the contractor's equipment and materials subject to review by the contractadministrator (CA) before entry to the site. Equipment or materials found to be contaminated will not beallowed to be used onsite and shall be removed at the contractor's expense.

Chemical contamination exists at the site. Before removal of any equipment, clear such removal throughthe CA. Do not remove construction plant, equipment, or tools from the site before the work is finallyaccepted. The contractor shall be responsible for removing the equipment and disposing of any largebuildups of soils/lubricants. Supply labor, equipment, and materials to spray wash contaminated items.

If further decontamination efforts are required, such as soaping, scrubbing, or wire brushing, this shall bethe responsibility of the contractor. The contractor is solely responsible for the proper handling, storage,treatment, and disposal of any waste that is generated as a result of decontamination efforts under thiscontract. Manage all such waste as hazardous waste under the federal Resource Conservation andRecovery Act of 1976 (as amended) and the Toxic Substances Control Act until laboratory analysis andprocess knowledge confirm that the waste is not hazardous or otherwise regulated by federal, state, orlocal governments.


PART 3 • EXECUTION (Not Applicable)

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CONTENTS

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11A336.doc10/17/95 9:23 AM

Rev. No B

SECTION SC-5

CLEANING UP

PART 1 - GENERAL

At all times, keep the work area in a neat, clean, and safe condition. Upon completion of any portion ofthe work, promptly remove all contractor equipment, construction plant, temporary structures, andsurplus materials in accordance with SC-2, Equipment and Materials, and SC-4, DecontaminationUpon completion of the work and before final payment is made, at the contractor's expense,satisfactorily dispose of all plant, buildings, rubbish, unused materials, and other equipment andmaterials belonging to the contractor or used in the performance of the work, and leave the premises ina neat, clean, and safe condition. If the contractor fails to comply with the foregoing, the same may beaccomplished by the contract administrator at the contractor's expense.



SC-5-1A336.doc10/17tf 5 9:25 AM


FOR

COMMUNITY RELATIONS

A

REV.f/tffarDATE

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SECTION

SC-7

REV A

Sheet 1 of 3

Rev. No. A

CONTENTS

Page

PART 1 - GENERAL..........1.1 DESCRIPTION.1.2 REFERENCES..1.3 SUBMTTTALS..1.4 DEFINITIONS..

PART 2 - PRODUCTS (Not Applicable).

PART 3-EXECUTION........................

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Rev No A

SPECIAL CONDITION -7

COMMUNITY RELATIONS

PART 1 - GENERAL

1.1 DESCRIPTION

1.2 REFERENCES

1J SUBMITTALS

1.4 DEFINITIONS

PART 2 - PRODUCTS (NOT APPLICABLE)

PART3-EXECUTION

SC-7-1A338.doc09/14/95 4:J9 PM

Division 01 OCOGeneral Requirements

DIVISION 01000 - GENERAL REQUIREMENTS

01000 (key) Summary of Work

01010 Site Description

01025 Definitions, Codes, and Abbreviations

01050 Layout of Work Zones and Surveys

01060 (key) Regulatory Compliance

01200 (key) Safety and Health

01201 Pre-Construction Conference

01202 Progress Meetings

01300 (key) Submittal Descriptions

01305 (key) Submittal Procedures

01310 Photographs

01320 Schedule

01440 (key) Contractor Quality Control

01450 (key) Contractor Chemical Data Quality Control

01460 (key) Disposal of Construction Materials

01480 Dust Control

01495 Spill Prevention and Control

01510 Temporary Construction Facilities

01540 Security

01700 Project Closeout

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JOB NO. 222574)10

SECTION01000

REV. B

Sheet 1 of JQ

Rev. No. B

CONTENTSPage

PARTI-GENERAL...,,,,.,,,,.,,.,,.,,,,,,,.,,,,,.,.,,.,,,,,,,,,,,,.,,,,,,,,.,.,,,,,, 11.1 INTRODUCTION........................................................................................................... 11.3 CODES AND STANDARDS ........................................................................................ .11.4 SUBMnTALS................................................................................................................ 11.5 SITE ACCESS................................................................................................................. 11.6 TRAFFIC CONTROL.....................................................................................................2

PART 2 -PRODUCTS (Not Applicable) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..2

PART3-EXECUTION.......................................................................................................^3.1 MOBILIZATION ............................................................................................................33.2 SURVEYING..................................................................................................................33.3 CLEARING AND GRUBBING.....................................................................................33.4 FENCING........................................................................................................................33.5 UTEJITES.......................................................................................................................43.6 TEMPORARY BUILDING. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 43.7 RAILROAD SPUR.........................................................................................................43.8 OmCES.........,...,,,....,..,,,,.,,,,,,,,.,.,,.,,,,,,,,,,,,,.,,,,,,,,,,,,,,,,43.9 HAUL ROADS ....,„....„,.,,,,.,..,,.„„,„,,„,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,43.10 DECONTAMINATIONFACILrnES......................................................................53.11 WASTEWATER TREATMENT.............................................................................53.12 ENVIRONMENTAL CONTROLS .............................................................................. 5

3.12.1 Erosion and Sediment Control,,,.,,,,...,.,,.,,,,,,,,,,,,,,,,,,,,,,,,. 53.12.2 Dust Control ,,.,,.,...,.,,,,,..,..,,„.,,,,„,,.,,,,,,,„,,,„,,,,,,,,63.12.3 Air Monitoring.......................................................................................... 63.12.4 Exclusion Zones,,,,,,..,,,,,,,.,,...,.,,.,,,,,,,,,,,,,,,,,,,,,,,,,,. 63.12.5 Spill Control,.,,,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 6

3.13 STREAM DIVERSION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 63.14 EXCAVATION.,,,.,.,,,,,,,,,,,,,,,,,.,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,63.15 TRANSPORTATION....................................................................................................73.16 CHANNEL PROTECTION.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , , , , ,73.17 PRETREATMENT..,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,..............................73.19 RESTORATION...................................................................................................,,,,83.20 DEMOBILIZATION,,,,,,,,,.,,,,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,^

A3I3.doc10/18/95 1:46 PM

Rev. No B

SECTION 01000

SUMMARY OF WORK

PART 1 - GENERAL

1.1 INTRODUCTION

The Fields Brook site is located in the watershed of Fields Brook at Ashtabula, Ashtabula County, innortheastern Ohio. The brook drains a 5.6-mi2 watershed, with the eastern portion draining Ashtabulatownship and the western portion draining the city of Ashtabula. Sediments in Fields Brook have beencontaminated with organic and heavy metal pollutants.

1.2 SCOPE AND APPLICATION

This section gives an overview of the work to be performed by the contractor for the Fields BrookSediment Operable Unit. This section cannot be completely inclusive; read each section and designdrawing of mis design to see the entire scope of work. This section does not replace other sections; ifany inconsistency is found between this section and other sections, default to other sections.

1J CODES AND STANDARDS

Applicable codes and standards are listed in each section of mis remedial design. Identify anyadditional codes and standards applicable to this work. See Section 01060, Technical Specification forRegulatory Compliance.

1.4 SUBMITTALS

Submittals are completely described in each section of this remedial design and are listed on theContractor Submittal Requirements Summary, Attachment A of Section 01305, TechnicalSpecification for Submittal Procedures.

1.5 SITE ACCESS

Fields Brook Potentially Responsible Party Remedial Action Group (FBPRPRAG), with assistancefrom the U.S. Environmental Protection Agency (EPA) as needed, will provide site access for thecontractor to the pretreatment facilities and the temporary appurtenant remedial facilities. The site shallbe defined as die limits of construction, including excavation areas, haul roads, and pretreatment area.

Use existing entrances for site access when possible. Construct a second entrance for use byconstruction vehicles (e.g., dump trucks, heavy equipment) to the special facilities for dewatenng andpretreatment.

Provide security to control access to the site, including areas of the brook being excavated, temporarystockpiles, pretreatment areas, and any other areas being disturbed and considered contaminated in theexclusion zones. Maintain visitor records for submittal to the contract administrator for review.

Use fencing and/or security guards. See Section 01540, Technical Specification for Security.

01000-1A313.doc10/1895 5:46 PM

Rev. No. B

1.6 TRAFFIC CONTROL

Follow haul routes as shown on the design drawings for transportation of contaminated material.Provide temporary traffic control devices that conform to applicable local standards. Provide a trafficcontrol plan for offsite transportation of material to approved disposal facilities.


PART 3- EXECUTION

Provide all engineering, technical and professional services, labor, supervision, materials, equipment,facilities, utilities, and supplies to perform all operations and incidentals required to completeremediation in accordance with the design drawings and technical specifications.

The remedial design consists of:

Site preparationExcavationDewatering and pretreatmentTransportation of contaminated materialRestoration of disturbed areas

Excavate sediments to the predetermined lines and grades, as defined on the design drawings. Basedon design investigations, the estimated volumes of materials to be removed and treated to achieveconfidence removal goals are as follows:

• Material requiring offsite landfill disposal 8,000 yd3

• Material requiring offsite thermal treatment 3,000 yd3

• Construction materials (may require disposal) 16,000yd3

Excavate material designated as. requiring thermal treatment (as shown on the design drawings) in awet condition and transport in roll-off boxes to the pretreatment facility. Screen and dewater thismaterial. Decontaminate material that is 2 in. or greater, and transport the material offsite by truck fordisposal at ___________. Transport material mat is 2 in. and smaller by truck or rail to

Excavate material requiring offsite disposal (as shown on the design drawings) and load onto trucks orrail cars for transportation to ____________. Control water in the sediments through the useof admixtures or other means to meet the disposal facility requirements.

Test and sample construction materials (as shown on the design drawings) in accordance with Section01460, Technical Specification for Disposal of Construction Materials. Transport constructionmaterials to _________, if the construction material meets the criteria for Subtitle D,nonhazardous landfill disposal. Transport construction materials to _______________, if itdoes not meet die criteria for Subtitle D, nonhazardous landfill disposal.

01000-2A313.doc10/18/95 5:46 PM

Rev. No B

3.1 MOBILIZATION

Secure all necessary permits for mobilization.

Deliver to the jobsite all necessary construction equipment, tools, materials, supplies, and laborsufficient to commence and sustain the construction activities required by the contract. Verify thatequipment, tools, etc., are not contaminated before delivery to the site.

Provide the required equipment, including all fuel, lubricants, repair parts, service, maintenance, tires,insurance, and any other items required for equipment operation. Maintain and service the equipmentInspect equipment before and during use to ensure that it is in good operating condition in accordancewith manufacturers' recommendations. Ensure that all safety-related features are operational.

Provide a laydown area and a pretreatment area.

Install fencing as shown on die design drawings.

3 3 SURVEYING

Provide all surveying services including, but not limited to:

• Establishing and maintaining stationing along the brook• Construction and quantity surveys• As-built topographic survey of the site and all excavations

v Perform all surveys in accordance with Section 01050, Technical Specification for Layout of WorkZones and Surveys.

Perform quantity calculations of the excavated material.

Verify existing field utilities before excavation.

3.3 CLEARING AND GRUBBING

Clear the site of all vegetation to within 2 in. of the existing ground surface. Perform clearing inaccordance with the design drawings and Section 02010, Technical Specification for Clearing andGrubbing.

Chip trees and brush and spread the resulting material onsite in areas designated on the designdrawings.

Remove all trash, debris, vegetation, etc., from the stream channel before sediment excavation anddispose of it as appropriate.

3.4 FENCING

Provide fencing materials and labor necessary to construct and maintain temporary fencing at locationsindicated on design drawings (exclusion zones, entrances, and exits from public roads, etc.).

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3.5 UTILITIES

Provide and install necessary temporary and permanent utilities (electric, water, and telephone service)for project support facilities (office trailers, pretreatment operations, etc.) Provide project electricaland lighting systems and all connections for utility services. Construct and maintain abovegroundpower distribution systems for supplying power to sump pumps, temporary facilities, temporarylighting, temporary treatment equipment, temporary air monitoring equipment, etc. Remove temporarypower distribution equipment at the completion of construction activities.

Furnish a continuous supply of clean water for the purpose of decontaminating equipment, dust control,wheel washes, etc.

Perform activities in accordance with Section 01510, Technical Specification for TemporaryConstruction Facilities; Section 02001, Technical Specification for Site Preparation; and Section16370, Technical Specification for Electrical Distribution System.

3.6 TEMPORARY BUILDING

Construct a preengineered metal building including an air emissions control system, lighting, andappurtenances for die dewatering and screening of contaminated material requiring thermal treatmentPlace dewatering bed and screening equipment in a temporary building, as shown on the designdrawings.

3.7 RAILROAD SPUR

Upgrade the railroad spur, as shown on the design drawings, for use in transporting materials.

3.8 OFFICES

Furnish and maintain three temporary field offices for FBPRPRAG, the contract administrator, OhioEPA, and EPA representatives. Provide and connect utilities (electric, telephone, water, sewer) to thefield offices.

Furnish and maintain a supply of bottled drinking water in all trailers for the duration of the fieldactivities.

Dust and sweep dairy, mop the floors weekly, and remove trash daily.

3.9 HAUL ROADS

Construct and maintain roads and parking lots for access to all temporary and permanent facilities.

Construct and maintain haul roads for the transportation of contaminated materials, as shown on thedesign drawings. Remove and restore all temporary haul roads upon completion of work.

Provide and maintain drainage culverts, base stone, and other roadway components as necessary.

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Rev. No B

3.10 DECONTAMINATION FACILITIES

Construct, operate, and maintain decontamination facilities for equipment, vehicles, and materials beingremoved from the exclusion zones. Supply equipment, including high-pressure washer, washdownwater collection, pumping equipment, wastewater treatment system, and materials, to performdecontamination of equipment and tools.

Use a geomembrane liner and gravel pad in sump pit for collection of washdown water and sedimentsProvide the necessary pumps, piping, and transportation to transfer decontaminated water from thesump pit into the temporary retention basin for treatment.

Extend electrical services to the decontamination pad, as shown on the design drawings.

Construct, maintain, and operate wheel washes at each point where trucks enter public roads fromconstructed haul roads.

Control the unintentional spread of contaminated materials. Clean up all spills.

Furnish all health and safety equipment and decontamination materials as required to protect the healthand safety of all employees at the site.

3.11 WASTEWATER TREATMENT

Construct and maintain a temporary retention basin, berms, and drainage ditches for surface waterrunoff control during construction activities in accordance with the design drawings and Section 13200,Technical Specification for Wastewater Treatment.

Provide culverts, piping, pumps, electrical connections, and other equipment and materials necessary tocontrol surface water runoff from all disturbed areas.

Collect and hold all water generated from decontamination, dewatering, process treatment operations,transportation activities, and stormwater collection in a retention basin.

Treat water to meet the discharge criteria provided in Section 13200, Technical Specification forWastewater Treatment.

3.12 ENVIRONMENTAL CONTROLS

Install environmental control measures in accordance with the design drawings and technicalspecifications. Environmental controls shall include, but not be limited to, the following :

3.12.1 Erosion and Sediment Control

Provide soil erosion and sediment control for disturbed areas to divert surface water from excavationsand the pretreatment area. Use ditches, berms, silt fences, check dams, etc. Minimize disturbed areas.Install erosion and sediment controls as shown on the design drawings before beginning operations.

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3.12J Dust Conti I

Control dust generated from excavation operations to prevent the spread of contamination inaccordance with Section 01480, Technical Specification for Dust Control.

3.123 Air Monitoring

Develop an air monitoring plan in accordance with Section 01200, Technical Specification for Safetyand Health. Submit the plan to the contract administrator for review and permission to proceed beforebeginning any work. Execute an air monitoring program onsite in accordance with the plan.

Supply, install, and operate monitoring equipment and extend electrical services as required to operatethe air monitors.

3.12.4 Exclusion Zones

Establish and maintain exclusion zones to differentiate between the contaminated and uncontaminatedareas of the site. Limit access to the exclusion zones through the access control points to authorizedpersonnel and construction equipment Decontaminate all equipment before it leaves the exclusionzones.

3.12.5 Spill Control

Develop a spill control plan in accordance with Section 01495, Technical Specification for SpillPrevention and Control. Submit the plan for review and permission to proceed before beginning work.Prevent spillage of contaminated soil, sediment, water, and other materials used during remedialactivities in accordance with the spill control plan.

Controls shall consist of, but shall not be limited to operating procedures, decontamination, inspections,advance planning of remedial activities, and maintenance of specific equipment and equipmentfacilities.

Furnish and maintain readily accessible spill control equipment and containment facilities at the site.

3.13 STREAM DIVERSION

Provide and install stream diversions to divert the base flow around the active excavation area beforeperforming excavation activities. Provide and install components (diversion dikes, sumps, pumps,diversion pipes, etc.) necessary for stream flow diversion around the active excavation, as shown on thedesign drawings and in accordance with Section 02120, Technical Specification for Stream Diversion.

3.14 EXCAVATION

Excavate contaminated materials to the depths shown within the limits, as shown on the designdrawings. Excavate in a sequence that will prevent the areas already excavated from becomingrecontaminated (i.e., begin excavation at the upstream end and proceed downstream).

Provide surveying services to mark the limits of the contaminated areas, as shown on the designdrawings.

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Rev No B

3.15 TRANSPORTATION

Load and transport all excavated material in accordance with Section 02130, Technical Specificationfor Material Handling, and Section 02135, Technical Specification for Offsite Transportation.

Use conventional methods for moving bulk quantities of sediment, including use of roll-on/roll-offcontainers, dump trucks, and vacuum trucks. For hauling contaminated sediments, use trucks that arededicated to mat activity only. Use truckbeds and roll-on/roll-off boxes that are free from drain holes,cracks, or other conditions mat might permit material and/or contaminated material to leak from thetrucks. Use truckbeds mat are clean and free of any materials (such as concrete or asphalt) to whichcontamination might adhere. Use trucks that have sealed beds, tailgates and bed liners.

Take precautions to minimize the area of disturbance and the potential for spreading contaminationaround any material handling operation. Place contaminated material in trucks or roll-off boxes in amanner that prevents spilling contaminated material on the ground or truck/box body. Clean trucks ofloose exterior contamination before leaving the loading area. Transport sediments to the disposalfacilities) or rail carrier.

3.16 CHANNEL PROTECTION

Protect active excavation areas by completing excavation activities and placing and securing geotextileover excavated areas at the end of each workday. Place riprap over geotextile within 3 days.

3.17 PRETREATMENT

Pretreat contaminated material designated for offsite thermal treatment by dewatering, screening, andpreparing it in accordance with the approved thermal treatment facility requirements.

Conduct pretreatment operations at the temporary facilities. Provide screening and dewateringequipment for mis purpose in accordance with Section 02140, Technical Specification for DewateringBed, and Section 02145, Technical Specification for Screening Sediments.

Dewater contaminated material to a maximum 35 weight percent moisture on the dewatering bed.Screen material for debris removal and size reduction to 2 in. or less. Decontaminate material greaterman 2 in. by washing with water at the gravel decontamination pad in the pretreatment area. Collectwater generated from dewatering and all process treatment operations in a retention basin. Sample,analyze, and treat the water to meet discharge criteria in accordance with Section 13200, TechnicalSpecification for Wastewater Treatment.

3.18 GEOTEXTILES AND GEOMEMBRANES

Provide geotextile fabric for the brook, haul roads, and treatment area having the followingcharacteristics:

• Woven or nonwoven polyester or polypropylene composition• Packaging (wrapping) to prevent exposure to sunlight• Minimum tensile strength: 200 Ibs• Minimum burst strength: 375 psi

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Rev. No B

• Minimum puncture strength: 80 Ibs• Minimum tear strength: 70 Ibs• Apparent opening size: less man 0.6 mm• Minimum permeability: 1 x 10'3 cm/s

Verify specifications with the manufacturers and submit documentation for specification compliance.Install geotextile fabrics in accordance with manufacturers' recommended procedures. Provide andinstall a geomembrane for the pretreatment area, as shown on the design drawing. Submit name of thegeomembrane manufacturer; certificate signed by the manufacturer that the system is suited for theintended application; product data; manufacturer's (or fabricator's) instructions for field installation,testing and repair; and warranty and limitations. Submit quality control reports for the geomembrane

3.19 RESTORATION

Remove and restore temporary haul roads and temporary facilities. Sample, analyze, and dispose ofmaterial in accordance with Section 01460, Disposal of Construction Material. Reuse materials asappropriate.

Revegetate all disturbed areas, areas around the temporary building, temporary haul road sites, and allother areas where vegetation has been disturbed during construction activities, as shown on the designdrawings.

Grade all excavated areas and areas disturbed during construction activities to the preconstructionconditions, as shown on the design drawings. Prepare areas disturbed during construction activitiesand provide and place seed, fertilizer, lime, and straw. Spread wood chips that were stockpiled as aresult of clearing and grubbing activities. Plant and seed areas with the quantities and species specifiedon the design drawings. Maintain vegetation for 1 year, as'detailed in the remedial action operation andmaintenance plan.

3.20 DEMOBILIZATION

Perform site and equipment cleanup at the completion of work. Remove all temporary constructionfacilities and utilities, and clean and restore all work areas to a preconstruction condition.Decontaminate and demobilize all equipment, facilities, materials, personnel, and tools.

Submit a remedial action report, and document the removal and final disposal of all materials removedfrom the site. Include the chronological history of the remedial activities, change orders, as-builtdrawings, sampling and analysis, and manifests to demonstrate that the remedial action was performedin accordance with the remedial design.

01000-8A313.doc10/1195 5:46 PM


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Sheet 1 of 3 '

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CONTENTS

Page

PARTI-GENERAL..............................................................................................^1.1 SUMMARY..............................................................................................................................!1.2 BACKGROUND.......................................................................................................................!

1.2.1 Site Location.....................................................................................................................!1.2.2 Site History.......................................................................................................................!1.2.3 Site Access.......................................................................................................................!

1.3 SIT^INVESTIGATIONS.........................................................................................................!1.3.1 Sediment Quantification Design Investigation....................................................... 11.3.2 Sediment Dewatenng and Wastewater Treatment Design Investigation . . . . . . . . . . . . . . . . . . . . . . . . . . 11.3.3 Facility Siting Design Investigation.................................................................................. I

1.4 EXISTINGCONDmONS....................................................................................................... 1

PART 2 - PRODUCTS (Not A p p l i c a b l e ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1

PART 3-EXECUTION (Not Applicable).................................................................................................. 1

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Rev. No. A

SECTION 01010

SITE DESCRIPTION

PART 1 - GENERAL

1.1 SUMMARY

1.2 BACKGROUND

1.2.1 Site Location

1.2.2 Site History

1.2.3 Site Access

IJ SITE INVESTIGATIONS

1.3.1 Sediment Quantification Design Investigation

1.3.2 Sediment Dewatering and Wastewater Treatment Design Investigation

1.3.3 Facility Siting Design Investigation

1.4 EXISTING CONDITIONS



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REV. A

Sheet 1 of 3

Rev No. A

CONTENTS

PART 1 - GENERAL....................... ^1.1 DESCRIPTION................................................^1.2 CODES................................................................................................................................. 11.3 ABBREVUHONS ............................................................................

PART2 -PRODUCTS (Not Applicable). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1

PART3- EXECUTION (Not Applicable) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1

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SECTION 01025

DEFINITIONS, CODES, AND ABBREVIATIONS

PART 1 - GENERAL

1.1 DESCRIPTION

1.2 CODES

13 ABBREVIATIONS



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CONTENTS

PARTI -GENERAL.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1

1.11.21.3 QUALITY STANDARDS.1.4 SUBMITTALS...................

PART2 -PRODUCTS.

2.1 CONCRETE MONUMENTS.2.2 DRAWINGS...........................2.3 MAGNETIC DATA.........2.4 FIELD RECORDS2.3 IRON PINS......................2.6 WOODEN HUBS............2.7 WOODEN STAKES.2.8 EQUIPMENT................................................................................................................................... 1

PART 3 -EXECUTION......................................................................................................................... 1

3.1 FIELD OPERAnONS...................................................................... ^^3.2 OFRCE WORK...................................................................................................................3.3 CONSTRUCTION SURVEYS........................................................................................................ 1

:*?;**

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SECTION 01050


PART 1 - GENERAL

1.1 DESCRIPTION

1.2 REFERENCES

1.3 QUALITY STANDARDS

1.4 SUBMITTALS

PART2-PRODUCTS

2.1 CONCRETE MONUMENTS

2.2 DRAWINGS

2J MAGNETIC DATA

2.4 FIELD RECORDS

2.5 IRON PINS

2.6 WOODEN HUBS

2.7 WOODEN STAKES

2.8 EQUIPMENT

PART 3 - EXECUTION

3.1 FIELD OPERATIONS

3.2 OFFICE WORK

3.3 CONSTRUCTION SURVEYS

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Sheet 1 of 12*

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CONTENTS

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PARTI-GENERAL............................................................................................................. 11.1 INTRODUCTION.................................................................................................. 11.2 SCOPE AND APPLICATION............................................,.................................!1.3 ONSITEWORK.......................................................,....................,........,.......,...!

PART 2 - PRODUCTS (Not Applicable)..................,....................,..,.,......,.,..................2

PART3-EXECUTION......................................................................................................23.1 INCORPORATION OF ARARS IN WORK-CONTROLLING

DOCUMENTS,...........,...,......,.,..,...,.,,,.,..,..,,,,,,,,,,,,,,,,.,,,.,..,,23.1.1 Federal...,.....,..,.,,,,.,.,..,.,.,,.,..,.,..,..,.,,,,,,,,..,,,...,.,,..,,,.,33.1.2 State,.,...,.,.......,,.........,..,..,,,.,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,83.1.3 Potential ARARs ...........................................................................................9

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SECTION 01060


PART 1 - GENERAL

1.1 INTRODUCTION

Work-controlling documents are listed in Section 3.1 of this specification. The Fields BrookRecord of Decision (ROD) was signed on September 30,1986. The statutory authority for theROD was the 1985 National Oil and Hazardous Substances Pollution Contingency Plan(NCP), not the Superfund Amendments and Reauthorization Act (SARA). The applicable orrelevant and appropriate requirements (ARARs) under the NCP are less stringent man underSARA. The Fields Brook Potentially Responsible Party Remedial Action Group(FBPRPRAG) legal committee, U.S. Environmental Protection Agency (EPA), and Ohio EPAwere involved in the identification of regulatory requirements that will be followed in designingthe remedial action. These requirements were identified based on their inclusion in the ROD orthe determination mat these to-be-considered requirements should be used to design theremedy. This specification describes the final list of regulatory requirements to be used in thedesign of the remedial action.


This section applies to all work-controlling documents. See Attachment A, RegulatoryCompliance Matrix.

13 ONSITEWORK

The contractor is responsible for compliance with ARARs at the Fields Brook site. TheARARs identified and agreed to during negotiations between the USEPA, FBPRPRAG, andOhio EPA are listed below.

Federal

1. 40 CFR 264, RCRA Subtitle C: Standards for Owners and Operators of Hazardous WasteTreatment, Storage and Disposal Facilities

2. 40 CFR 264.18(b) - RCRA TSD Facility Within 100-Year Floodplain3. 40 CFR 53, Ambient Air Monitoring Reference and Equivalent Method4. 40 CFR 50, National Primary and Secondary Ambient Air Quality Standards for

Paniculate Matter5. Executive Order 11988, Floodplains6. 40 CFR 268, RCRA Land Disposal Restrictions, with 40 CFR 6, Appendix A, Movement

of Excavated Materials7. Executive Order 11990, Protection of Wetlands, with 40 CFR 6.302(A) and Appendix A

and 40 CFR 230 and 2318. 16 USC 661 et seq., Fish and Wildlife Coordination Act, with 40 CFR 6.302, Protection of

Floodplains, and 40 CFR 6, Appendix A9. 40 CFR 761.60(a)(5), TSCA PCS Disposal Requirements10. Interim Noncontiguous Site PolicyA3ttdoeIWIMSIfcllAM

Rev. No. B

11. OSHA regulations12. National Pollutant Discharge Elimination System (NPDES) program (This ARAR applies

only to point source discharges and water quality standards and does not apply to the in situsediment).

13. 40 CFR 300.440, Procedures for Planning and Implementing Off-Site Response Actions

State

1. Ohio Rule OAC (Ohio Annotated Code) 3745-1-07, C, Water Quality Criteria2. Ohio Rule OAC 3745-17-02, A-C, Ambient Air Quality Standards3. Ohio Rule OAC 3745-17-07, A-D, Control of Visual Paniculate Emissions from

Stationary Sources4. Ohio Rule OAC 3745-17-08, Restriction of Emission of Fugitive Dust5. Ohio Rule OAC 3745-54-13, A, General Analysis of Hazardous Wastes6. Ohio Rule OAC _____, NPDES Program (This ARAR applies only to point

source discharges and water quality standards and does not apply to the in situ sediment).7. Ohio Rule OAC 3734.041, Explosive Gas Monitoring

Discussions concerning the following ARARs are in progress:*

1. Ohio Rule OAC 3745-1-04, A-E, Five Freedoms for Surface Water2. Ohio Rule OAC 3745-1-05, A-C, Antidegradation Policy for Surface3. Ohio Rule OAC 3745-17-05, Non-degradation Policy4. Local Construction Permits


PART 3 - EXECUTION

3.1 INCORPORATION OF ARARS IN WORK-CONTROLLING DOCUMENTS

Execute the field operations in accordance with the regulatory requirements listed in Part 1 ofthis specification. These regulatory requirements are incorporated in the work-controllingdocuments as indicated below.

* FBFRPRAG is of the opinion that these requirements are not ARARs, are not necessary, and areundefined and therefore unenforceable. The state is of the opinion that these are standard provisions instate pennits and that they are reasonable requirements. It cannot be determined at this time whether thisprovision is a state ARAR. FBPRPRAG has asserted legal and factual rationales supporting why theserequirements should not be considered state ARARs. The state and EPA have asserted legal and factualrationales supporting why these requirements should be considered state ARARs. Without withdrawingor compromising either position, EPA, the state, and FBPRPRAG will review the details in the 60-percent, 90-percent, and 100-percent design documents to determine whether any of these requirementsare necessary to support inclusion of an additional environmental requirement or requirements.UMW5IW1AM

Rev. No. B

3.1.1 Federal

1. 40 CFR 264, RCRA Subtitle C: Standards for Owners and Operators of Hazardous WasteTreatment, Storage, and Disposal Facilities. This is an action-specific ARAR incorporatedin the following documents:

SC-1, Site ConditionsSC-2, Equipment and MaterialsSC-4, DecontaminationSC-5, CleaningSC-8, Remedial Action Operation and Maintenance Plan01010, Site Description01060, Regulatory Compliance01200, Safety and Health01450, Contractor Chemical Data Quality Control01460, Disposal of Construction Materials01495, Spill Prevention01500, Temporary Construction Facilities01540, Security01700, Project Close-Out02001, Site Preparation02110, Earthwork02120, Stream Diversion02130, Material Handling02135, Offsite Transportation02140, Screening of Sediments02145, Dewatering Bed03307, Concrete for Minor Structures13200, Wastewater TreatmentDrawing, Civil, Design DetailsDrawing, Civil, Haul Routes

2. 40 CFR 264.18 (b) - RCRA TSD Facility Within 100-Year Floodplain. This is alocation-specific ARAR incorporated in die following documents:

SC-1, Site ConditionsSC-2, Equipment and MaterialsSC-4, DecontaminationSC-5, CleaningSC-8, Remedial Action Operation and Maintenance Plan01010, Site Description01060, Regulatory Compliance01200, Safety and Health01450, Contractor Chemical Data Quality Control01460, Disposal of Construction Materials01495, Spill Prevention01500, Temporary Construction Facilities

01060-3

Rev. No. B

01540, Security01700, Project Close-Out02001, Site Preparation02110, Earthwork02120, Stream Diversion02130, Material Handling0213S, Ofisite Transportation02140, Screening of Sediments02145, Dewatering Bed03307, Concrete for Minor Structures13200, Wastewater TreatmentDrawing, Civil, Design DetailsDrawing, Civil, Haul Routes

3. 40 CFR S3, Ambient Air Monitoring Reference and Equivalent Method. This is an action-specific ARAR incorporated in the following documents:

SC-2, Equipment and MaterialSC-3, Protection of Property010SO, Layout of Work Zones and Surveys01060, Regulatory Compliance01200, Safety and Health014SO, Contractor Chemical Data Quality Control01480, Dust Control

4. 40 CFR SO, National Primary and Secondary Ambient Air Quality Standards forParticulate Matter. This is an action-specific ARAR incorporated in the followingdocuments:

SC-2, Equipment and MaterialSC-3, Protection of Property01050, Layout of Work Zones and Surveys01060, Regulatory Compliance01200, Safely and Health01480, Dust Control

5. Executive Order 11988, Floodplains. This is an action-specific ARAR incorporated in thefollowing documents:

SC-1, Site ConditionsSC-3, Protection of Property01010, Site Description01060, Regulatory Compliance01492, Erosion Control02110, Earthwork02120, Stream Diversion02130, Material Handling

AJttte 01060-4IMM5IOJIAM U1UOU-H

Rev. No. B

• 02500, Site Restoration• Drawing, Civil, Design Details• Drawing, Civil, Existing Stream Profiles• Drawing, Civil, Site Grading

6. 40 CFR 268, 40 CFR 6, Appendix A, Movement of Excavated Materials. This is anaction-specific ARAR only for hazardous wastes covered by the regulation. No suchhazardous waste has been found in the sediment operable unit. The sediment is not ahazardous waste. If it were, the regulations do not apply as long as there is no movementoutside the area of contamination. In any case, EPA has issued a national variance on theLand Disposal Regulations applicability to sediment and soil. Some requirementsconcerning movement of wastes and method of temporary storage are considered suitablefor the site and will be used. This ARAR is incorporated in the following documents:

• SC-1, Site Conditions• SC-4, Decontamination• SC-8, Remedial Action Operation and Maintenance Plan• 01060, Regulatory Compliance• 01440, Contractor Quality Control• 01450, Contractor Chemical Data Quality Control• 01460, Disposal of Construction Materials• 01495, Spill Prevention• 02130, Material Handling• 0213 5, Ofisite Transportation• 02140, Screening of Sediments• 02145, Dewatering Bed• Drawing, Civil, Design Details

7. Executive Order 11990, Protection of Wetlands, with 40 CFR 6.302(A) and Appendix Aand 40 CFR 230 and 231. This is a location-specific ARAR for planning for the protectionof human health and the environment during excavation of sediments. This ARAR isincorporated in the following documents:

• SC-3, Protection of Property• 01010, Site Description• 01060, Regulatory Compliance• 01492, Erosion Control• 02001, Site Preparation• 02010, Clearing• 02120, Stream Diversion• 02500, She Restoration• Drawing, Civil, Existing Stream Profiles• Drawing, Civil, Site Grading

8. 16 USC 661 et seq., Fish and Wildlife Coordination Act, with 40 CFR 6.302, Protection ofFloodplains, and 40 CFR 6, Appendix A. This location-specific ARAR requires that anyarea affecting a stream or river, which will have a diversion, channeling, or any other

Rev. No. B

activity that modifies die stream or river and affects fish or wildlife, must protect fish andwildlife. In addition, action must be taken to avoid adverse effects, to minimize potentialharm, and to restore and preserve natural and beneficial values for any action withinfloodplains. This ARAR is incorporated in the following documents:

SC-1, Site ConditionsSC-3, Protection of Property01010, Site Description01060, Regulatory Compliance01492, Erosion Control02001, Site Preparation02010, Clearing02120, Stream Diversion02SOO, Site RestorationDrawing, Civil, Existing Stream ProfilesDrawing, Civil, Site Grading

9. TSCA 761.60 (aX5) This is an action-specific ARAR for the disposal of any dredgedTSCA material. This ARAR is incorporated in the following documents:

SC-1, Site ConditionsSC-2, Equipment and MaterialSC-4, DecontaminationSC-S, CleaningSC-8, Remedial Action Operation and Maintenance Plan01010, Site Description01060, Regulatory Compliance01200, Safety and Health01450, Contractor Chemical Data Quality Control01460, Disposal of Construction Materials01495, Spill Prevention01500, Temporary Construction Facilities01540, Security01700, Project Close-Out02001, Site Preparation02110, Earthwork02120, Stream Diversion02130, Material Handling02135, Oflsite Transportation02140, Screening of Sediments02145, Dewatering Bed03307, Concrete for Minor Structures13200, Wastewater TreatmentDrawing, Civil, Design DetailsDrawing, Civil, Haul Routes

IV1M5IU1AM

Rev. No. B

10. Interim Noncontiguous Site Policy. This is an action-specific ARAR incorporated in thefollowing document.

• 01060, Regulatory Compliance

11. OSHA regulations. These are action-specific ARARs incorporated in the followingdocuments:

• SC-2, Equipment and Material• SC-3, Protection of Property• SC-8, Remedial Action Operation and Maintenance Plan• 01060, Regulatory Compliance• 01200, Safety and Health• 01201, Preconstruction Conference• 01300, Submittal Descriptions• 01480, Dust Control• 01495, Spill Prevention• 01540, Security• 02010, Clearing• 02020, Office Trailer and Sanitary Facilities• 02110, Earthwork• 02120, Stream Diversion• 02130, Material Handling• 02140, Screening of Sediments• 02145, Dewatering Bed• 02500, Site Restoration• 13200, Wastewater Treatment

12. NPDES Program (This ARAR applies only to point source discharges and water qualitystandards and does not apply to the in situ sediment).

• SC-1, Site Conditions• SC-8, Remedial Action Operation and Maintenance Plan• 01010, Site Description• 01060, Regulatory Compliance• 01440, Contractor Quality Control• 01450, Contractor Chemical Data Quality Control• 01492, Erosion Control• 01700, Project Close-Out• 02010, Clearing• 02120, Stream Diversion• 13200, Wastewater Treatment• Drawing, Civil, Design Details• Drawing, Civil, Existing Stream Profiles

01060-7

Rev. No. B

13. 40 CFR 300.440, Procedures for Planning and Implementing Off-Site Response Actions.

• 01060, Regulatory Compliance• 02135, Ofisite Transportation

3.1.2 State

1. Ohio Rule OAC 3745-1-07, C, Water Quality Criteria. This is an action-specific ARARincorporated in the following documents:

• SC-8, Remedial Action Operation and Maintenance Plan• 01060, Regulatory Compliance• 02120, Stream Diversion• 13200, Wastewater Treatment

2. Ohio Rule OAC 3745-17-02, A-C, Ambient Air Quality Standards. This is an action-specific ARAR requiring ambient air monitoring at the location of excavation for workersafely purposes. This ARAR is incorporated in the following documents:

SC-2, Equipment and MaterialSC-3, Protection of Property01050, Layout of Work Zones and Surveys01060, Regulatory Compliance01200, Safety and Health01450, Contractor Chemical Data Quality Control

3. Ohio Rule OAC 3745-17-07, A-D, Control of Visual Paniculate Emissions fromStationary Sources. This is an action-specific ARAR incorporated in the followingdocuments:

SC-2, Equipment and MaterialSC-3, Protection of Property01050, Layout of Work Zones and Surveys01060, Regulatory Compliance01200, Safety and Health

4. Ohio Rule OAC 3745-17-08, Restriction of Emission of Fugitive Dust. This is an action-specific ARAR incorporated in the following documents:

• SC-2, Equipment and Material• SC-3, Protection of Property• 01050, Layout of Work Zones and Surveys• 01060, Regulatory Compliance• 01200, Safety and Health• 01480, Dust Control

Rev. No. B

5. Ohio Rule OAC 3745-54-13, A, General Analysis of Hazardous Wastes. This is an action-specific ARAR incorporated in the following documents:

• SC-4, Decontamination• SC-8, Remedial Action Operation and Maintenance Plan• 01060, Regulatory Compliance• 01200, Safety and Health• 01450, Contractor Chemical Data Quality Control• 01460, Disposal of Construction Materials• 02130, Material Handling• 13200, Wastewater Treatment

6. Ohio Rule OAC, NPDES program, ____ (This ARAR applies only to point sourcedischarges and water quality standards and does not apply to the in situ sediment).

• SC-1, Site Conditions• SC-8, Remedial Action Operation and Maintenance Plan• 01010, Site Description• 01060, Regulatory Compliance• 01440, Contractor Quality Control• 01450, Contractor Chemical Data Quality Control• 01492, Erosion Control• 01700, Project Close-Out• 02010, Clearing• 02120, Stream Diversion• 13200, Wastewater Treatment• Drawing, Civil, Design Details• Drawing, Civil, Existing Stream Profiles

7. Ohio Rule OAC 3734.041, Explosive Gas Monitoring. This ARAR is incorporated into thefollowing document:

• 01060, Regulatory Compliance

3.1 J Potential ARARs

Discussions concerning the following ARARs are in progress:

1. Ohio Rule OAC 3745-1 -04, A-E, Five Freedoms for Surface Water. This is an action-specific ARAR incorporated in the following documents:


Rev. No. B

2. Ohio Ruie OAC 3 745-1-05, A-C, Antidegradation Policy for Surface Water. This is anaction-specific ARAR incorporated in the following documents:


3. Ohio Rule OAC 3745-17-05, Non-Degradation Policy. This ARAR is included in thefollowing documents:

• SC-8, Remedial Action Operation and Maintenance Plan• 01060, Regulatory Compliance

4. Local construction permits. This is an action-specific ARAR Substantive requirementsare applicable, but permits not necessary. This ARAR is incorporated in the followingdocuments:

• 01060, Regulatory Compliance• 01500, Temporary Construction Facilities• 01510, Temporary Site Utilities• 02020, Office Trailer and Sanitary Facilities

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Federal1. 40 CFR Section 264, RCRA Subtitle C:

Standards for Owners and Operators ofHazardous Waste, Treatment, Storage,and Disposal Facilities

2. 40 CFR 264.18 (6)-RCRA TSD Facilitywithin 100-year Floodplain

3. 40 CFR Section 53, Ambient Air MonitoringReference and Equivalent Method

4. 40 CFR Section 50, National Primaryand Secondary Ambient Air QualityStandards for Particulate Matter

5. Executive Order 11988, Floodplains

6. 40 CFR Section 268, RCRA LandDisposal Restrictions, with 40 CFR 6, Âppendix A, Movement of <oExcavated Materials §•

o7. Executive Order 1 1 990, Protection of -o*<

Wetlands, with 40 CFR Section 6.302 £ o[A) and Appendix A and 40 CFR CD oSections 230 and 231 to=*

8. 1 6 USC Section 661 ET SEQ., Fish and co ^Wildlife Coordination Act, with 40 CFR S6.302, Protection of Floodplains, and <^40 CFR Section 6, Appendix A w.

9. 40 CFR 761.60 (a)(5), TSCA PCS X

Disposal Requirements

10. Interim Noncontiguous Site Policy

11. OSHA Regulations

12. NPDES Program (This ARAR Only Applies toPoint Source Discharges and Water QualityStandards and Does Not Apply to the In Situ Sediment

13. 40 CFR Section 300.440 Procedures for Planningand Implementing Off-Site Response Actions,

State1. Ohio State Regulations 3745-1-07,

C, Water Quality Criteria

2. Ohio State Regulations 3745-17-02,A-C, Ambient Air Quality Standards

3. Ohio State Regulations 3745-17-07,A-D, Control of Visual ParticulateEmissions from Stationary Sources

4. Ohio State Regulations 3745-17-08,Restriction of Emission Fugitive Dust

5. Ohio State Regulations 3745-54-13,A, General Analysis of Hazardous Waste

6. Ohio State Regulations, NPDES Program (This ARAROnly Applies to Point Source Discharges and WaterQuality standards and Does Not Apply to the In SituSediments)

_. _ .

7. Ohio State Regulations 3734.041,Explosive Gas Monitoring

Pending Negotiation1. Ohio State Regulations 3745-1-04, A-E,

Five Freedoms for Surface Water

2. Ohio State Regulations 3745-1 -05, A-C,Anti-Degradation Policy for Surface Water

3. Ohio State Regulations 3745-17-05,Non-Degradation Policy

4. Local Construction Permits

02130 Material Handling

021 35 Offsite Transportation

02140 Screening of Sediments

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Federal1.40 CFR 264, RCRA Subtitle C:


2.40CFR264.18(b)-RCRATSDwithin 1 00-year Floodplain

Facility

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4. 40 CFR 50, National Primaryand Secondary Ambient Air QualityStandards for Particulate Matter

5. Executive Order 11988, Floodp

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40 CFR Section 6, Appendix A x

9.40CFR761.60(a)(5),TSCAPCBDisposal Requirements


11.0SHA Regulations

12. NPDES Program {This ARAR Only Applies toPoint Source Dischanges and Water QualityStandards and Does Not Apply to the In Situ Sediment

13. 40 CFR 300.440 Proceedures for Planningand Implementing Off-Site Response Actions.

State1. Ohio Rule OAC (Ohio Annotated Code)

3745-1-07, C, Water Quality Criteria

2. Ohio Rule OAC 3745-1 7-02, A-C,Ambient Air Quality Standards

3. Ohio Rule OAC 3745-1 7-07,A-D, Control of Visual ParticulateEmissions from Stationary Sources

4. Ohio Rule OAC 3745-1 7-08,Restriction of Emission Fugitive Dust

5. Ohio Rule OAC 3745-54-13,A, General Analysis of Hazardous Waste

6. Ohio Rule OAC, NPDES Program (This ARAROnly Applies to Point Source Discharges and WaterQuality standards and. Does Not Apply to the In SituSediments)

7. Ohio Rule OAC 3734.041,Explosive Gas Monitoring

Pending NegotiationI.Ohio Rule OAC 3745-1 -04, A-E,


2. Ohio Rule OAC 3745-1 -05. A-C,Anti-Degradation Policy for Surface Water

3. Ohio Rule OAC 3745-1 7-05,Non-Degradation Policy


01440 Contractor Quality Contron BUM

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0 Applicable—

Author shall include ARAR Indevelopm

ent of special conditions,specification, or drawing

Q

Possibly Applicable— Author shall research

ARAR further and possibly include indevelopm

ent of special conditions,specification, or drawing dependingon applicability

Federal1.40 CFR 264, RCRA Subtitle C:


2. 40 CFR 264.18 (b)-RCRA TSD Facilitywithin 1 00-year Floodplain

3. 40 CFR 53, Ambient Air MonitReference and Equivalent Meth

4. 40 CFR 50, National Primaryand Secondary Ambient Air QuStandards for Paniculate Matte

5. Executive Order 11988, Floodp

6. 40 CFR 268, RCRA LandDisposal Restrictions, with 40Appendix A, Movement ofExcavated Materials

7. Executive Order 11990, ProtecWetlands, with 40 CFR Section(A) and Appendix A and 40 CFSections 230 and 231

oringod

alityr

lains

CFR 6, Jo7

dCL>O

ion of T?^6.302 CQ o

R 2Jo3E-

8. 16 USC 661 ET SEQ., Fish and °° EWildlife Coordination Act, with 40 CFR m

6.302, Protection of Floodplains, and ^40 CFR Section 6, Appendix A ^-

9.40CFR761.60(a)(5),TSCAPCBDisposal Requirements


11.0SHA Regulations

12. NPDES Program (This ARAR Only Applies toPoint Source Discharges and Water QualityStandards and Does Not Apply to the In Situ Sediment

13. 40 CFR 300.440 Proceedures for Planningand Implementing Off-Site Response Actions,

State1. Ohio Rule OAC (Ohio Annotated Code)

3745-1-07, C, Water Quality Criteria

2. Ohio Rule OAC 3745-17-02, A-C,Ambient Air Quality Standards

3. Ohio Rule OAC 3745-17-07,A-D, Control of Visual PaniculateEmissions from Stationary Sources

4. Ohio Rule OAC 3745-17-08,Restriction of Emission Fugitive Dust

5. Ohio Rule OAC 3745-54-1 3,A, General Analysis of Hazardous Waste

6. Ohio Rule OAC, NPDES Program (This ARAROnly Applies to Point Source Discharges and WaterQuality Standards and Does Not Apply to the In SituSediments)

7. Ohio Rule OAC 3734.041,Explosive Gas Monitoring

Pending NegotiationI.Ohio Rule OAC 3745-1-04, A-E,


2. Ohio Rule OAC 3745-1 -05, A-C,Anti-Degradation Policy for Surface Water

3. Ohio Rule OAC 3745-1 7-05,Non-Degradation Policy



FOR

SAFETY AND HEALTH PLAN

ISSUED FOR EPA REVIEW

9/22/95 ISSUED FOR 60-PERCENT REVIEWAfORRN

MDAFORGO NDA


ORIGIN SPECIFICATIONFOR


BAPC-OH

JOB NO. 22257-010

Sheet

SECTION

01200

I

REV. B

of 29

CONTENTS

Page

PARTI -GENERAL.................................... ...................................................... . . ^^1.1 DESCRIPTION..........................................1.2 SCOPE AND APPLICATIONS ..................................................................................... 11.3 CODES AND STANDARDS.............................................................. ........................ ...11.4

PART 2 -PRODUCTS (Not Applicable).......................................................................................5

PARTS -EXECUTION...................................................................................................^3.1 SAFETY AND HEALTHPLANSPECMCATIONS..................................................53.2 SPECfflCATIONS FOR KEY SITE AND SUPPORT PERSONNEL... .. . . . . . . . . . . . . . 7

3.2.1 Site Manager...........................................................................................................?3.2.2 Cognizant CIH......................................................................... ....... ........................73.2.3 SSHO............................................................_

3.3 MEDICAL SURVEILLANCE SPECIHCATIONS.............................................. ....... ..93.3.1 Medical Examination ...................................................................... ........................93.3.2 Bioassay .............................................................................................................. ..10

3.4 TRAINING SPECIFICATIONS................................................................................... 103.4.1 Initial and Refresher Training................................................................................ 103.4.2 She-Specific Training...................................................................................... ...... 113.4.3 Ongoing Training........................................................................................... ....... 11

3.5 PPE SPECIFICATIONS............................................................................................... 113.5.1 General...................................................................................... ............................ 113.5.2 Specifications for Levels of Protection.................................................... .............. 123.5.3 Specifications for Respiratory Protection .............................................................. 123.5.4 Specifications for Other Types of PPE.................................. ................................ 133.5.5 Submittals ............................................................................................................. 13

3.6 SPECIFICATIONS FOR AIR MONITORING................................................. . . . . . . . . . . . 133.6.1 Operational Specifications.................................................... ................................. 133.6.2 Specifications for Instrumentation............................................... .......................... 143.6.3 Analytical Results................................................................................. ................. 15

3.7 SPECIFICATION FOR EMERGENCY RESPONSE ..................................... ......153.7.1 Emergency Response Plan Specifications................................... .......................... 153.7.2 Emergency Equipment Specifications.......................................... ......................... 163.7.3 Submittals Requirements ...................................................................................... 17

3.8 SPECfflCATIONS FOR SITE CONTROLS.................................. ..... .173.8.1 Specifications For Work Zones................................................... .......................... 173.8.2 Specification For Site Access Controls For Workers And Visitors ....................... 17

A346.doe315PM

Rev. No. BCONTENTS(continued)

Page

3.8.3 Specifications for Work Controls..........................................................................183.8.4 Specifications for HWPs.......................................................................................193.8.5 Specifications for Decontamination of Personnel and Equipment......................... 193.8.6 Site Communication Specifications.......................................................................203.8.7 Site Security Specifications...................................................................................203.8.8 Specifications for Identifying Forbidden (Hazardous) Activities...........................20

"9 SPECinCATIONS FOR CONTROLLING PHYSICAL HAZARDS.... ...... 213.9.1 Heat Stress............................................................................................................213.9.2 Cold Stress............................................................................................................213.9.3 Noise.....................................................................................................................223.9.4 Heavy Equipment and Vehicles ............................................................................223.9.5 Energized Systems................................................................................................223.9.6 Trips, Falls, and Housekeeping.............................................................................233.9.7 Excavations...........................................................................................................23

3.10 SPECIFICATIONS FOR SAFETY AND HEALTH RECORDS..............................243.10.1 Specifications for Medical Surveillance and Bioassay Records...........................243.10.2 Specifications for Training Records....................................................................243.10.3 Specifications for Respiratory Protection Records..............................................243.10.4 Specifications for Air Monitoring Records..........................................................243.10.5 Specifications for Emergency Response Records................................................253.10.6 Specifications for Site Control Records...............................................................253.10.7 Specifications for Physical Hazard Control Records...........................................25

A34«doc U1

3.19PM

Rev. No B

SECTION 01200


PART 1 - GENERAL

1.1 DESCRIPTION

Activities required for the sediment operable unit (SOU) remedial action for the Fields Brook sitein Ashtabula, Ohio, include the excavation of sediment from Fields Brook, screening anddewatering, offsite treatment or disposal, and wastewater treatment.

The purpose of the safety and health plan (SHP) is to identify specific hazards that could beexperienced, to establish monitoring and sampling procedures to determine the appropriate level ofpersonal protective equipment (PPE), to define safety procedures that will minimize personnelexposure to hazardous conditions, to establish emergency response procedures, and to identify andproperly manage hazardous materials or wastes encountered during the project.

Section 01000, Technical Specification for Summary of Work, identifies additional resources(studies and investigations) that may be useful to the contractor in obtaining additional siteinformation. Section 01495, Technical Specifications for Spill Protection and Control, containsspecifications that shall be used in conjunction with the emergency response specificationscontained in Section 3.7 of this specification. Special Clause 4 (SC-4) of Division 00800contains requirements for decontamination that shall be used in conjunction with the site controlspecifications found in Section 3.8 of this specification.

1.2 SCOPE AND APPLICATIONS

The contractor is fully responsible for protecting the health and safety of its site personnel andvisitors and ensuring compliance with applicable occupational safety and health codes. Inaddition, the contractor is responsible for protection of the general public and the environmentfrom potential hazards arising from the work performed under its contract.

Prepare the work controlling documents as described in this specification and implement therequirements specified therein during the contract period.

1J CODES AND STANDARDS

Conduct site activities in accordance with the applicable sections of the following codes andstandards. As a minimum, these codes and standards are the intended and acceptable levels ofquality for the applicable portions of the contractor's safety and health program. Use the latestrevisions of the following references. Identify any other applicable codes and standards.

AMERICAN CONFERENCE OF GOVERNMENTAL INDUSTRIAL HYGIENISTS (ACGffl)

ACGffl Manual of Threshold Limit Values and Biological Indices

01200-1A346.doc10/19/95 2:53 PM

Rev. No B

ANSIS1.4-71

ANSI SI.25-76

ANSI Z35.1-68

ANSIZ41-91

ANSI Z49.1-67

ANSI Z53.1-67

ANSIZ87.1

ANSIZ88.2-69

ANSIZ89.1

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

Specifications for Sound Level Meters

Specifications for Personal Noise Dosimeters

Specifications for Accident Prevention Signs

Personal Protection-Protective Footwear

Safety in Welding and Cutting

Safety Color Codes for Marking Physical Hazards and theIdentification of Certain Equipment

Occupational and Educational Eye Protection

Practices for Respiratory Protection

Industrial Head Protection

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 30 Flammable and Combustible Liquids Code

NFPA-S IB Standard for Protection in Use of Cutting and WeldingProcesses

NFPA 70 National Electrical Code

NATIONAL INSTITUTE FOR OCCUPATIONAL SAFETY AND HEALTH (NIOSH)

NIOSH Recommendations for Occupational Safety and Health Standards

NIOSH NIOSH, OSHA, US Coast Guard, USEPA Occupational Safetyand Health Guidance Manual for Hazardous Waste Activities

29 CFR 1910.20

29 CFR 1910.38

29 CFR 1910.95

A346.doc10/19/95 2:53 PM

OCCUPATIONAL SAFETY AND HEALTH (OSHA)

Access to Employee Exposure and Medical Records

Fire Prevention Plan

Hearing Conservation

01200-2

Rev. No. B

29 CFR 1910.106 Flammable and Combustible Liquid Storage

29 CFR 1910.120 Hazardous Waste Operations and Emergency Response

29 CFR 1910.132 General Requirements for Personal Protective Equipment

29 CFR 1910.133 Eye and Face Protection

29 CFR 1910.134 Respiratory Protection

29 CFR 1910.135 Head Protection

29 CFR 1910.136 Foot Protection

29 CFR 1910.138 Hand Protection

29 CFR 1910.144 Environmental Controls - Physical Hazards Markings

29 CFR 1910.145 Accident Prevention Signs and Tags

29 CFR 1910.146 Confined Spaces

29 CFR 1910.151 Medical Services and First Aid

29 CFR 1910.157 Portable Fire Extinguishers

29 CFR 1910.180 Electric Power Lines - Clearances

29 CFR 1910.219 Mechanical Power Transmission

29 CFR 1910.303 Electrical Wiring

29 CFR 1910.331 Electrical Safety-Related Work Practice

29 CFR 1910.333 Lockout/Tagout

29 CFR 1910.1000 Air Contaminants

29 CFR 1910.1018 Arsenic

29 CFR 1910.1200 Chemical Hazard Communication

29 CFR 1910 Subpart P - Hand and Portable Powered Tools and Other Hand-Held Equipment

29 CFR 1910 Subpart Q - Welding, Cutting, Brazing

29 CFR 1926 Subpart P - Excavations

01200-3A346.doc10/19/95 2:33 PM

EM 385-1-1

Rev. No. B

UNITED STATES ARMY CORPS OF ENGINEERS

Safety and Health Requirements Manual

ENVIRONMENTAL PROTECTION AGENCY (EPA)

40 CFR 50 National Primary and Secondary Ambient Air Quality Standards

40 CFR 300 Subpart J - Superfund Emergency Planning and Community Right-to-Know

DEPARTMENT OF TRANSPORTATION

49 CFR 172 Subpart H - Hazardous Material Packer/Shipper Training

1.4 SUBMITTALS

The following contractor submittals required for compliance with this specification are listed onthe Contractor Submittal Requirements Summary, Attachment A of Section 01305, TechnicalSpecification for Submittal Procedures.

Section Submittal

3.1 Contractor's safety and health plan

3.2.1 Qualifications of contractor's site manager

3.2.2 Qualifications of contractor's cognizant certified industrial hygienist(Cffl)

3.2.3 Qualifications of contractor's site safety and health officer

3.3.1 Physician's statements

3.3.2 Bioassay results

3.4 Proof of training meeting 29 CFR 1910.120(f)

3.5.5 Contractor's written personal protective equipment (PPE) program

3.5.5 Contractor's respiratory protection program

3.6 Contractor's air monitoring program

A346.doc10/19/95 2:33 PM

01200-4

Rev. No B

Section Submittal

3.7.3 Contractor's emergency response plan

3.7.3 Contractor's weekly site inspection


PART3-EXECUTION

3.1 SAFETY AND HEALTH PLAN SPECIFICATIONS

Provide a site SHP that conforms to the requirements of 29 CFR 1910.120. The plan must meetprogram [29 CFR 1910.120(b)] and site-specific [29 CFR 1910.120(b)(40)] requirements andinclude the following for each phase of work:

• Organizational chart containing descriptions of the qualifications and responsibilities of keypersonnel

• Medical surveillance program requirements, including provisions for bioassay forpolychlorinated biphenyls (PCBs), arsenic, and beryllium

• Training program, including OSHA requirements and site-specific training

• PPE requirements, including specification of the levels of protection; use of respiratory, head,eye, face, and hearing protection; and use of other safety devices, such as safety harnesses andback belts, which may be used onsite

• Identification of site-specific hazards

• Descriptions of the proposed site activities, including analyses of the potential chemical,physical, biological, and construction safety hazards associated with each activity, and theanticipated controls (including PPE) that will be used

• An air monitoring plan, including direct reading measurements and sampling procedures forpersonnel and the site perimeter, contaminant release control measures, and stop work criteria

• Decontamination procedures

• Heat stress/cold stress controls

• Hearing conservation program requirements

• Hazard communication program requirements

0120°-5

10/19/95 2:53 PM

Rev No B

• Special safety requirements, such as for energized utilities, heavy equipment operation,excavation and enching, electrical safety, and lockout/tagout procedures

• Site controls, including site access, work zones, hazardous work permits, work controls, andsecurity

• Spill control program

• Emergency response and contingency requirements

The SHP must provide for the protection of site personnel, the public, and the environment.

Obtain and use for reference the U.S. Army Corps of Engineers Safety and Health Manual, EM385-1-1 (Latest Revision); the Occupational Safety and Health Guidance Manual for HazardousWaste Sites (NIOSH, OSHA, U.S. Coast Guard, and EPA); and EPA Standard OperatingGuidelines. Comply with the following regulations:

• 29 CFR 1910 Occupational Safety and Health Administration General IndustryStandards

• 29CFR 1926 Occupational Safety and Health Administration General ConstructionStandards

• 40 CFR 50 Environmental Protection Agency Regulations on National Primary andSecondary Ambient Air Quality Standards

• 40 CFR 300, Superfund Emergency Planning and Community Right-to-KnowSubchapter J

• 49 CFR 172, Hazardous Material Packer/Shipper TrainingSubpart H

The SHP shall be approved by a competent person (i.e., CIH or Certified Safety Professional)experienced in hazardous waste operations and occupational and environmental monitoring andsampling techniques.

Submit the prepared SHP for review and permission to proceed before initiating site activities.The review of the SHP shall in no way relieve the contractor of its liabilities related to thecompleteness and accuracy of the SHP and responsibility to implement appropriate safety andhealth controls that may not be specified in the plan.

10/19/9} 2:53 PM

Rev. No B

32 SPECIFICATIONS FOR KEY SITE AND SUPPORT PERSONNEL

3.2.1 Site Manager

Identify in the SHP a primary site manager who will be available onsite at all times duringconstruction activities. The site manager shall be responsible for site activities related to workperformance. The site manager shall also serve as the emergency response team (ERT) leader andthe contractor's representative and point of contact for all onsite communications. Allcommunications with the site manager shall be considered as communications with the contractorDesignate an alternate manager to carry out the responsibilities of the primary site manager whenthe she manager is not available. The site manager has ultimate responsibility for the safety andhealth of the contractor workforce. The qualifications of the site manager must be reviewed bythe contract administrator (CA) before work starts.

3.2.2 Cognizant CIH

Use the services of a CIH certified by the American Board of Industrial Hygiene to develop andimplement the SHP. The CIH shall be a permanent employee of the contractor and, as aminimum, have the following qualifications:

• Formal training in occupational safety and health

• A minimum of 3 years of experience in HAZWOPER activities, including experience withchlorinated hydrocarbon and metal contamination

• Comprehensive knowledge of the toxicology of the potential chemical hazards onsite

• Expertise in the use of the direct reading and sampling equipment specified in the airmonitoring program

• Expertise in the use of the PPE specified in the PPE program

• Expertise in hazard identification

• Expertise in hazardous material management, including spill control

• Expertise in emergency response matters

• Comprehensive knowledge of the applicable federal, state, and local occupational safety andhealth and environmental protection regulations

The cognizant CIH shall have a direct reporting line to the contractor's project manager andsupervisor authority over the contractor's site safety and health officer (SSHO).

The qualifications of the cognizant CIH must be reviewed by the CA before work starts.

01200.7A346.AW10/19/95 2:53 PM

Rev. No. B

3.2 J SSHO

Designate an individual to serve as SSHO for the duration of the project. This position shall be afull-time position with no additional project responsibilities. The SSHO shall be responsible forimplementation and day-to-day evaluation of the effectiveness of the SHP and shall possess thefollowing qualifications:

• At least 1 year of experience performing full-time safety and health functions equivalent tothose required at the Fields Brook site

• Formal training in occupational safety and health

• Current training meeting the requirements of 29 CFR 1 9 1 0. 1 20(e), including HAZWOPERsupervisor training

• Current training in first aid and cardiopulmonary resuscitation (CPR) from an approvedorganization such as the Red Cross

• A working knowledge of the direct reading and sampling equipment specified in the airmonitoring program

• A working knowledge of the PPE specified in the PPE program

• A working knowledge of hazard identification and controls, including chemical hazards,physical hazards such as heat and cold stress, biological hazards, and construction safetyhazards

• A working knowledge of hazardous material management

• A working knowledge of emergency response and spill control requirements

• A working knowledge of the applicable federal, state, and local occupational safety and healthand environmental protection regulations

Designate an alternate SSHO to carry out requirements of the SHP whenever the primary SSHOis absent from the site.

The SSHO shall be onsite during all activities that may involve exposure to hazardous materialsand during activities having safety concerns, such as excavation, heavy equipment operations, andsampling of sediments.

The SSHO shall report to the she manager on a day-to-day basis but shall also have a directreporting line to the cognizant CIH.

The qualifications of the SSHO must be reviewed by the CA before work starts.

01200-810/19/95 2:53 PM

Rev. No. B

3 J MEDICAL SURVEILLANCE SPECIFICATIONS

3 J.I Medical Examination

Provide a medical surveillance program for all onsite personnel who may be exposed tocontaminants at levels that exceed 10 percent of the most restrictive applicable exposure limits, orwho may be required to use respiratory protection. Ensure that all contractor personnel whoroutinely work in an exclusion zone or contamination reduction zone participate in the medicalsurveillance program, which shall require the following:

• Medical examinations performed by a physician who is board certified, or board eligible, inoccupational medicine

• Notification of the examining physician, in writing, of the potential chemical hazards that maybe encountered onsite

• Medical examination protocol, as a minimum, complying with the provisions of 29 CFR1910.120(f) and including the following items:- Medical history (including potential hypersensitivity from previous exposure to

contaminants found onsite)- General physical exam (including evaluation of all organ systems)- Electrocardiogram- Blood chemistry screening profile (such as an SMAC 20/25)- Complete blood count- Urinalysis (specific gravity, pH, microscopic examination, albumen, acetone, protein,

glucose)- Serum cholinesterase- Methemoglobin- Pulmonary function testing (FEV 1.0 and FVC)- Chest X-ray (at discretion of physician)- Update of vaccination (at discretion of physician)- Stress test (at discretion of physician based on results of EKG or pulmonary function

testing)

• The full extent of the medical examination determined by the examining physician

• The frequency of medical examinations meeting the requirements specified in 29 CFR1910.120(f)(3)

• An accurate record of medical examinations maintained in accordance with 29 CFR1910.120(fX8) and 29 CFR 1910.20

• For each of the contractor's employees covered under this section, submission to the CA of aphysician's statement indicating that the employee is medically qualified to work at ahazardous waste site and use PPE, including respiratory protection

01200-9A346.doc10/19/95 2:53 PM

Rev. No B

332 Bioassay

In addition to examinations, provide the following bioassa} testing:

• Serum PCBs• Urinary or blood arsenic (in accordance with 29 CFR 1910.1018)• Urinary or blood beryllium

Include the following in the bioassay program:

• A baseline bioassay performed on each employee before they are allowed to enter an exclusionor contamination reduction zone

• Additional bioassays performed if air monitoring or sampling indicates that a contractoremployee may have been exposed above an applicable exposure limit or if a contractoremployee demonstrates symptoms of overexposure

• Records of bioassay results maintained in accordance with 29 CFR 1910.20

• The results of bioassay measurements submitted to the CA

3.4 TRAINING SPECIFICATIONS

Develop a written training program, which may be incorporated into the SHP or may be a stand-alone procedure referenced by the SHP.

3.4.1 Initial and Refresher Training

Complete the following training requirements before work starts:

• Ensure that all contractor personnel and visitors required to enter an exclusion orcontamination reduction zone receive initial and refresher training in accordance with 29 CFR1910.120(eX3Xi) and 29 CFR 1910.120(e)(8).

• Ensure that all onsite contractor personnel who perform supervisory functions, including thesite manager and SSHO, receive initial and refresher management/supervisor training inaccordance with 29 CFR 1910.120 (e)(4) and (8).

• Ensure that a sufficient number of the contractor's onsite personnel are qualified in both firstaid and CPR so that at least one qualified individual shall be onsite during each work shift.Current qualification means the individual has successfully completed U.S. Bureau of Mines,Red Cross, or equivalent courses within the last 3 years for first aid and the last year for CPR.

• Before work starts, submit to the CA proof that the training has been completed and is currentfor each of the contractor's employees covered under this section.

01200-10A346.doc10/19/95 2:53 PM

Rev. No. B

3.4 J Site-Specific Training

Complete the following training requirements before allowing an employee or visitor to performactivities onsite:

• Provide each contractor employee or visitor reporting to the site with documented site-specific training covering at least the topics specified in 29 CFR 1910.120(e)(l) and (2)

• Provide all onsite contractor personnel who are expected to respond to an emergencyresponse situation involving hazardous material (e.g., spills) with documented training in howto respond to expected emergencies, in accordance with 29 CFR 1910.120(7); give all sitepersonnel fire prevention/protection training

• Provide each contractor employee 24 hours of documented supervision (on-the-job training)before assigning responsibility for performing tasks unsupervised

• Maintain accurate records of the documented training specified in this section

3.43 Ongoing Training

Provide the following ongoing training to employees working onsite:

• A documented weekly safety meeting covering safety and health topics relevant to siteactivities

• Brief daily meetings before each work shift starts to address safety and health concernsassociated with the day's work

• Documented hazard communication training (whenever new hazardous chemicals are broughtonsite)

• Documented hearing conservation training (to employees enrolled in the contractor's hearingconservation program)

Maintain accurate records of the documented training specified in this section.

3.5 PPE SPECIFICATIONS

3.5.1 General

Wherever feasible, use engineering and administrative controls to reduce exposures to hazardoussubstances to below applicable limits and/or action levels and to ensure the overall safety ofemployees. When engineering or administrative controls are unfeasible or inadequate, useappropriate PPE. Maintain a sufficient inventory of PPE onsite.

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Rev. No. B

Develop and implement a written PPE program, which may be part of the SHP or may be a stand-alone document such as a corporate procedure. As a minimum, the written PPE program shallspecify the following:

• Types of PPE to be used onsite• Basis for selection of PPE, including action levels for chemical or physical hazards• Approved methods of using PPE• Training for contractor employees required to use PPE

3.5.2 Specifications for Levels of Protection

As a minimum, use the following specifications for the levels of protection listed:

• Construction attire:- Hard hat meeting ANSI Z.81 requirements- Safety glasses or other eye protection meeting ANSI Z.87.1 requirements- Sturdy leather work shoes (steel toe and shank)- Sleeved shirt- Full-length trousers

• Level D protection:- Items specified for construction attire- Regular tyvek coveralls for protection against metals and PCBs in dry or moist soil only- Coated tyvek for protection against volatile organic compounds (VOCs) or metals and/or

PCBs in wet soil or water- Rubber boots or shoe covering- Inner vinyl gloves and nitrile outer gloves

• Level C protection:- Items specified for Level D protection- Full-face air purifying respirator with organic vapor/high-efficiency paniculate air (HEPA)

filter canister (e.g., GMC-H)

• Level B protection:- Items specified in Level D protection- Full-face supplied air respirator

• Level A protection:- Fully encapsulating (moon) suit- Full-face, self-contained breathing apparatus

3.5.3 Specifications for Respiratory Protection

Develop a written respiratory protection program, which may be incorporated in the written PPEprogram or the SHP, or may be a stand-alone document referenced by the SHP. The respiratoryprotection program, as a minimum, shall contain the following specifications:

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Rev No B

• Types of respirators to be used and their limitations• Basis for selection of respiratory protection, including the use of action levels• Requirements for assignment of respirators to workers• Fit testing• Requirements for inspection and use of respirators• Requirements for daily cleaning, inspection, and proper storage of respirators• Requirements for repair or disposal of damaged respirators• Requirements for training of users of respiratory protection• Record-keeping requirements

3.5.4 Specifications for Other Types of PPE

Include in the written PPE program requirements for other types of PPE that may be broughtonto the site, including safety harnesses, back belts, hot work equipment such as shaded eyeprotection and gauntlets, splash protection, and foot protection. The requirements addressingadditional items of PPE shall include inspection, proper selection and use, maintenance, andtraining of users.

3.5.5 Submittals

Submit copies of written PPE and respiratory protection programs to the CA before work startsonsite.

3.6 SPECIFICATIONS FOR AIR MONITORING

Develop a written air monitoring plan containing requirements for direct reading and sampling forairborne contaminant levels in the workplace and site perimeter. The air monitoring plan may beincorporated into the SHP or may be a stand-alone document referenced by the SHP. Submit anair monitoring plan to the CA before work starts.

3.6.1 Operational Specifications

Specify in the written air monitoring plan direct reading and sampling strategies that contain thefollowing elements:

• Action limits for airborne contaminants, including trigger levels at which routine airmonitoring requirements shall be augmented or upgraded and engineering or other controlsimplemented, and trigger levels at which work will be stopped until engineering controlsreduce airborne concentrations to specified levels; as a minimum, stop work trigger levels foroffsite releases shall be set at 0.02 of the applicable OSHA permissible exposure limits fororganic contaminants and 150 ug/m3 for fugitive dust 10 microns or less in diameter.

• Locations and frequency for performing routine air monitoring for VOCs, combustible gases,toxic gases [carbon monoxide (CO) hydrogen sulfide (H2S)], and heavy metals (embodied indust); and procedures for monitoring of breathing zones, potential sources, and the downwind

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Rev. No. B

site perimeter, where the site perimeter is defined as the limits of construction, including haulroads, excavations, and the pretreatment area

• Operation of direct reading instrumentation

• Trigger values of 10 percent of the applicable exposure limits to be used for initiatingoccupational air sampling

• Deployment and operation of occupational air samplers to obtain breathing zone and workarea samples in accordance with applicable NIOSH and/or OSHA methods, if necessary

• Trigger values of 25 percent of the applicable occupational exposure limits to be used forinitiating perimeter sampling

• Deployment and operation of perimeter air samplers to obtain environmental samples inaccordance with applicable EPA methods, if necessary

• Calibration specifications for direct reading and sampling equipment, including daily pre- andpost-use calibrations or checks

• Quality assurance/quality control requirements, including use of duplicate and blank samples

• Training and experience qualifications of users of direct reading and sampling equipment

3.6.2 Specifications for Instrumentation

Specify in the written air monitoring plan the instrumentation required to adequately assessairborne contaminants. As a minimum, the plan will contain the following requirements:

• A sufficient number of direct reading instruments available onsite to make real-timeassessments of VOC concentrations; VOC levels monitored using a flame ionization detectoror photoionization detector

• A sufficient number of multigas monitors available for real-time assessments of combustiblegas levels (percent lower explosion limit), percent oxygen, CO, and H2S concentrations

• Colorimetric detector tubes for the VOC contaminants of concern maintained onsite and usedto augment direct reading results

• A sufficient number of direct reading dust monitors available to make real-time assessments ofairborne PCBs, heavy metal contaminants of concern, and dust

• A sufficient number of personal samplers available to sample representative workers andcapable of handling the collection media and flow rates specified in the applicable NIOSHprocedures

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Rev. No B

• A sufficient number of high-volume samplers available to sample work area and upwind anddownwind site perimeter locations and designed to use the collection media and maintain theflow rates specified in the applicable EPA sampling procedures

3.6.3 Analytical Results

Include in the air sampling plan provisions for analysis of any air samples, including at least thefollowing requirements:

• Holding times and storage requirements for samples

• Use of only those analytical laboratories that are accredited by the American IndustrialHygiene Association and have successfully participated in the latest round of the NIOSHperformance analytical test program

• Limits for analytical accuracy and precision (Note: 29 CFR 1910.1018 requires that themeasurement accuracy for airborne arsenic be within 25 percent, at the 95 percent confidencelevel, for concentrations equal to or greater than 10 ug/m3)

• Chain of custody and other sample record requirements

3.7 SPECIFICATION FOR EMERGENCY RESPONSE

Comply with all applicable environmental laws, regulations, and permits. Anticipate potentialemergencies and environmental issues, and take appropriate actions that may precede laws orregulations.

3.7.1 Emergency Response Plan Specifications

Develop a written emergency response plan, which may be incorporated into the SHP or may be astand-alone document. As a minimum, the plan shall contain the following items:

• Identification of potential emergencies or abnormal situations that could occur onsite

• Responsibilities and lines of authority of site and project personnel during an emergency,including project management, the ERT leader, ERT members, and the SSHO

• Notification requirements, including state and federal environmental protection agencies, localemergency planning commission and state emergency response coordinator, local emergencyservice entities, and OSHA

• Emergency prevention requirements such as site inspections, hazard recognition, fireprevention plan [in accordance with 28 CFR 1910.38(b)], and employee training

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Rev. No. B

• Special procedures for dealing with occupational injuries, overexposures, and other medicalemergencies; personnel contamination; fires and explosions; releases of hazardous substances;evacuation and accountability; and other site-specific emergencies

• Emergency preparedness requirements, including: pre-emergency planning, training of ERTmembers, emergency response equipment to be maintained onsite, coordination withemergency services representatives (including emergency medical provider)

• Accident and injury investigation procedures, including record-keeping requirements

• A map showing the route to the hospital

• Emergency telephone numbers list, including emergency services, project management, andkey state and federal agencies

• Critique and follow-up action requirements following an emergency response, includinganalysis of the events leading to the emergency and the effectiveness of emergency responseprocedures and personnel

3.7.2 Emergency Equipment Specifications

Maintain an inventory of emergency supplies and equipment onsite in accordance with Section01495, Technical Specification for Spill Prevention and Control. Keep emergency supplies andequipment in designated, posted locations, and do not use them for any purpose other thanemergency response activities. As a minimum, include the following items:

• First aid kit - an industrial class kit of sufficient size to serve the maximum number ofpersonnel onsite

• Bloodbome pathogen kit (may be included in first aid kit)

• Stretcher and blankets

• Eye wash equipment (eye wash station or bottles)

• Fire extinguishers - Type ABC, one 2.5-lb-capacity unit for each trailer and piece of heavyequipment and one 20-Ib unit for refueling operations

• Fire blanket

• Coated, hooded, tyvek coveralls (e.g., sarenex)

• Full-face air purifying respirators with type GMC-H canisters

• Face shields

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Rev No B

• Vinyl inner gloves and nitrile outer gloves

• Shoe covers or rubber boots

• Personal decontamination supplies (mild detergent, wash bottles, brushes, wash basins, etc.)

3.7J Submittals Requirements

Submit the emergency response plan for review and acceptance by the CA before work startsonsite.

3.8 SPECIFICATIONS FOR SITE CONTROLS

Include in the SHP requirements for site controls, including work zones, site access controls,work controls, hazardous work permits (HWPs), decontamination, visitor access, communication,security, and forbidden practices.

3.8.1 Specifications for Work Zones

Clearly delineate exclusion zones (EZs), contamination reduction zones (CRZs) or access controlpoints, and support zones, as follows.

• Designate as EZs all areas where activities may expose individuals to contamination at orabove applicable action limits, or where PPE is required. Delineate EZs using barriers,fencing, or caution ribbon. Ensure that access to an EZ is through the CRZ or access controlpoint and is limited to those individuals who are qualified in accordance with Section 3.8.2 ofthis specification.

• Establish CRZs or access control points for each EZ. Ensure that CRZs and access controlpoints have supplies for decontamination of equipment and personnel, including basins forcapturing potentially contaminated water and containers for disposal of contaminated PPE andother items. Limit access to CRZs and control points to those individuals who are qualified inaccordance with Section 3.8.2.

• Establish a support zone for the site. To minimize the potential for contamination of personneland equipment, perform in the support zone all activities that do not directly entail excavation,dewatering, screening, or transport of contaminated soil or sediments.

3.8.2 Specification for Site Access Controls for Workers and Visitors

At all times, control access to the site and in particular to EZs, CRZs, and access control points,as follows.

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Rev. No B

• Maintain a log of all individuals entering the site, except for contractor employees assigned tothe site full-time and emergency services personnel. Post the access points to the site withsigns instructing visitors and other individuals to report to the contractor's office trailer andsign in.

• Maintain a log of all individuals who enter an EZ, CRZ, or access control point. Requireworkers and visitors (except for emergency services personnel) to sign this log each time theyenter the referenced zone. The log shall contain a statement that the individuals listed on ithave read and understand the contents of the HWP covering the work activities beingperformed in the zone.

• Limit the access to an EZ, CRZ, or access control point to only those workers who have beentrained in accordance with Sections 3.2.1 and 3.2.2 of this specification, and who participatein a medical surveillance program in accordance with Section 3.3.

• Limit egress from an EZ, CRZ, or access control point by personnel or equipment untildecontamination procedures are completed in accordance with Section 3.8.6.

• Limit access by a visitor to an EZ, CRZ, or access control point in accordance with thefollowing specifications:- Access will be limited to visitors performing essential duties such as site inspections and

evaluations.- Visitors will have current initial and refresher training meeting the requirements of

Sections 3.2.1 and 3.2.2 and will be given a safety briefing commensurate with the scope oftheir visit.

- If levels of airborne contaminants within the restricted work zone exceed, or are likely toexceed, an applicable action level, use of respiratory protection shall be required, and thevisitors) must be participating in a medical surveillance program meeting the requirementsof Section 3.3.

- The contractor shall provide an escort for visitors entering an EZ, CRZ, or access controlpoint.

3.8 J Specifications for Work Controls

Implement work controls designed to maximize worker safety and health and to protect theenvironment; execute work controls in the following sequence of priorities:

• Identify and use engineering controls as the method of choice for controlling releases ofcontaminants, minimizing worker exposure, and eliminating safety hazards.

• Identify and enforce administrative controls when engineering controls are not feasible.

• Identify and use appropriate PPE to protect workers only when engineering and/oradministrative controls are ineffective or are not feasible.

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Rev. No B

3.8.4 Specifications for HWPs

Develop and use an HWP program to cover activities (except for emergency response) thatrequire the use of PPE or expose workers to significant safety hazards. Apprise each contractoremployee working under an HWP of its contents. Prior to each entry of the controlled areacovered by the HWP, require the worker to sign an access control log that contains the statementthat the undersigned workers have read and understand the HWP.

Ensure that each HWP has been prepared and/or approved the SSHO and approved by the sitemanager. The HWP shall contain the following information:

• Work location, contaminants or safety hazards present, and relevant monitoring or samplinginformation

• Engineered and/or administrative controls and PPE required

• Occupational and/or environmental monitoring and sampling requirements

• Special training requirements

• Special instructions to mitigate safety and/or health concerns

Maintain on file all HWPs used during the contract.

3.8.5 Specifications for Decontamination of Personnel and Equipment

Implement decontamination procedures designed to prevent the transfer of contamination. As aminimum, the procedures shall contain the decontamination facility specifications contained inSpecial Clause 4 (SC-4), Decontamination, and the following details:

• Standard decontamination methods approved for use onsite and when it is appropriate to useeach method

• Requirements for decontamination of vehicles and equipment before release from an exclusionzone or CRZ

• Requirements for decontamination and/or disposal of reusable and nonreu sable PPE

• Requirements for post-decontamination testing and/or inspections of vehicles and equipment,and preparation of written release certifications

• Requirements for personnel decontamination facilities, and methods to be used for personneldecontamination

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Rev. No. B

• Waste management procedures, including requirements for collection of contaminatedcleaning solutions and practices for minimizing contaminated waste generated duringdecontamination

3.8.6 Site Communication Specifications

Use the necessary procedures and equipment to ensure an adequate level of communicationamong project personnel and appropriate communication with the public. As a minimum, theequipment shall include:

• Hard-line telephone communication at fixed onsite facilities (e.g., the contractor's officetrailer)

• Hand-held, two-way radios for communication between the contractor's trailer facilities,decontamination facilities, and excavation locations

• Airhorns or bullhorns for emergency communication

The contractor's communication procedures shall include:

• Standard hand signals for controlling heavy equipment

• Standard and emergency hand signals for use when speaking or hearing is impaired (e.g.,during respirator use)

• Appropriate practices addressing public relations (e.g., dealing with public inquiries about siteconditions)

3.8.7 Site Security Specifications

Maintain site security in accordance with the requirements contained in the Section 01540,Technical Specification for Security.

3.8.8 Specifications for Identifying Forbidden (Hazardous) Activities

In the SHP, identify and forbid hazardous activities that may result in injury, needless exposure tocontamination, or violation federal, state, or local laws. As a minimum, the SHP shall designatethe following as forbidden practices:

• Eating, drinking, chewing, smoking, or use of facial cosmetics in an exclusion zone or CRZ

• Unauthorized entry to or exit from an exclusion zone or CRZ

• Consumption of alcoholic beverages

• Possession or use of a controlled substance without a prescription01200-20

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Rev. No B

• Possession of a firearm

• Fighting

• Horseplay, rowdiness, or dangerous practical jokes

• Starting or maintaining an open flame except in designated areas

• Taking short cuts through hazardous areas (e.g., potential pinch-point locations, excavations,under booms)

3.9 SPECIFICATIONS FOR CONTROLLING PHYSICAL HAZARDS

The physical hazards associated with remedial action activities include potential temperatureextremes (heat and cold stress), noise, heavy equipment, energized utilities, trips and falls, worknear water, and excavations. Specify controls for physical hazards in the SHP or in stand-alonedocuments such as corporate procedures.

3.9.1 Heat Stress

As a minimum, include the following elements in the program for controlling heat stress.

• Provisions for determining temperatures in the workplace

• Requirements for performing and documenting procedures such as measuring heart rates andtaking oral temperatures to monitor workers using impermeable, semipermeable and regulartyvek coveralls

• Action levels for use in implementing work/rest regimens

• Training of workers in methods to prevent heat stress and how to recognize its symptoms.

3.9.2 Cold Stress

As a minimum, include the following elements in the program for controlling cold stress:

• Provisions for monitoring temperatures in the workplace

• Basic requirements for the use of warm clothing during cold temperatures

• Action levels for use in implementing work/warmup regimens

• Training of workers in methods of protection against cold stress and how to recognize itssymptoms

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Rev. No. B

3.9.3 Noise

Comply with the provisions for hearing conservation specified 29 CFR 1910.95. Include thefollowing elements in the program for protection against high noise levels:

• Requirements to take noise level and/or noise exposure measurements onsite

• Provisions for entering all workers exposed to a noise level of 85 dB(A) - time-weightedaverage into a hearing conservation program meeting the requirements of 29 CFR 1910.95 (c)

• Procedures for selection, issuance, and use of hearing protection

3.9.4 Heavy Equipment and Vehicles

Control the use of vehicles and heavy equipment to maintain the safety of onsite personnel and thegeneral public. Implement a program designed to minimize the hazards associated with theoperation of heavy equipment. As a minimum, include:

• Requirements for inspections of equipment brought onsite and checks to be performed beforeeach day's use

• Minimum requirements for safety devices (e.g., backup alarms, guards, shields, dead-manthrottles) for each type of equipment to be brought onsite

• Minimum documented training and experience requirements for operators of heavy equipmentand vehicles

• Requirements for training workers in identifying hazards (e.g., pinch points, overhead booms,traffic) associated with the use of heavy equipment and vehicles

3.9.5 Energized Systems

At all times control the exposure of site personnel to potentially hazardous energy sources,including electrical, hydraulic, natural gas, and mechanical, and other systems. As a minimum,include the following elements in the program for protection of site personnel from energizedsystems:

• A lockout/tagout program meeting the requirements of 29 CFR 1910.147

• Required procedures for identification and control and/or avoidance of overhead andunderground utilities that may be encountered during the work, including requirements forminimum clearances as specified in 29 CFR 1910.180 and 1910.33 and for identifyingunderground utilities through consultation with applicable utility companies and propertyowners, site inspections, and use of metal detection equipment

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Rev. No. B

• Electrical wiring and work-related safety requirements that meet the applicable sections of theNational Electrical Code, National Electrical Safety Code, and 29 CFR 1910.331-335 and1926.416-417

3.9.6 Trips, Falls, and Housekeeping

Maintain site conditions in a manner that prevents injuries from tripping and falling and otherhazards associated with the level of housekeeping. As a minimum, specify the followingrequirements in the SHP:

• Perform daily walk-down site inspections and documented, comprehensive, weekly siteinspections.

• Keep work areas orderly and clear of brush, debris, or other refuse.

• Situate tools, electrical cords, hoses, equipment, and materials so as not to cause trippinghazards or shall be appropriately posted and protected.

• Adequately secure tools, materials, and equipment subject to falling.

• Remove or flatten protruding nails in boards.

• Keep stairs, landings, and doorways clear of obstacles and meet the requirements of29 CFR 1926.1052.

3.9.7 Excavations

Implement a program to protect site personnel during excavation and trenching at depthsexceeding 4 ft. As a minimum, the program shall meet the requirements of 29 CFR 1926 SubpartP and shall include the following elements:

• Management of trenches as confined spaces

• Procedures for design, construction, and inspection of shoring or sloping to protectexcavations and trenches against cave-ins

• Requirements for protecting the edges of trenches against vehicles and equipment

• Requirements for protecting workers in excavations against fall-back and overhead equipmentand for safe entry and egress from excavations

• Requirements for documented inspections of excavations by qualified personnel

• Provisions for securing trenches left open between work shifts

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Rev. No. B

3.10 SPECIFICATIONS FOR SAFETY AND HEALTH RECORDS

Maintain accurate records of safety and health activities required for compliance with thisspecification. Maintain records onsite for periodic review by the CA and applicable state andfederal regulatory agencies. As a minimum, the contractor's safety and health records shallinclude the items specified in the following subsections.

3.10.1 Specifications for Medical Surveillance and Bioassay Records

Maintain the following records of the medical surveillance and bioassay procedures performed:

• A current physician's statement for each employee specified in Section 3.1.1

• Current bioassay result for PCBs, arsenic, and beryllium for each employee specified inSection 3.3.2

3.10.2 Specifications for Training Records

Maintain the following records of training given to employees:

• Training certificates attesting to successful completion of initial and refresher training [inaccordance with 29 CFR 1910.120(f>] by employees and visitors specified in Section 3.4.1

• Site-specific training attendance records for employees and visitors specified in Section 3.4.2

• Weekly safety meeting attendance records as specified in Section 3.4.3

• Hazard communication training as specified in Section 3.5.3

• Hearing conservation training to employees specified in Section 3.4.3

• PPE training as specified in the contractor's written PPE program

• Respiratory protection equipment training as specified in the contractor's written respiratoryprotection program

3.10.3 Specifications for Respiratory Protection Records

Maintain records of respirator fit testing in accordance with the written respiratory protectionprogram.

3.10.4 Specifications for Air Monitoring Records

Prepare timely records of the air monitoring and sampling performed in accordance with thewritten air monitoring plan. As a minimum, maintain the following records:

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Rev No. B

Records for daily pre- and post-use calibration of air monitoring and sampling equipment asspecified in Section 3.6.1

Results of air monitoring for VOCs and particulates performed in accordance withSection 3.6.1

Results of air sampling for contaminants of concern performed in accordance withSection 3.6.1 (Maintain results of personal air (i.e., breathing zone air) monitoring as part ofan employee's exposure history in accordance with 29 CFR 1910.20)

ir• Current NIOSH and American Industrial Hygiene Association accreditation certificates (foanalytes of concern) for the analytical laboratories used for occupational air samples analyses

• Chain-of-custody, sample submittal forms, and other records prepared during shipment ofoccupational air samples for analysis

3.10.5 Specifications for Emergency Response Records

Prepare and maintain records of emergency response actions, including at least:

• Records, including correspondence, of notification made to federal, state, and local agenciesin response to an environmental release or other site emergency, as required by Section 3.7.1

• Accident/injury investigation reports, including follow-up records such as medical examinationresults and property damage estimates, as required by Section 3.7.1

• Records of critiques and follow-up actions following an emergency response action, asrequired by Section 3.7.1

3.10.6 Specifications for Site Control Records

As a minimum, maintain the following records associated with site control requirements:

• Site access logs, as required by Section 3.8.2• EZ and CRZ access logs, as required by Section 3.8.2• HWPs, as required by Section 3.8.4• Post-decontamination inspection/release certificates, as required by Section 3.8.5

3.10.7 Specifications for Physical Hazard Control Records

Maintain records of the activities undertaken to control physical hazards onsite. As a minimum,include the following:

• Results of heart rate measurements and/or oral temperatures taken as part of the heat stressmonitoring requirements contained in Section 3.9.1

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Rev. No. B

Results of noise level and dosimetry measurements taken in accordance with the requirementsin Section 3.9.3

Results of heavy equipment inspections required by Section 3.9.4

Training and experience records of heavy equipment operators, as required by Section 3.9.4

Lockout/tagout records, as required by the contractor's lockout/tagout program(Section 3.9.5)

Results of documented site inspection required by Section 3.9.6

Results of documented excavation inspections required by Section 3.9.7

°1200-2610/19/93 2:33 PM


FOR

PRE-CONSTRUCTION CONFERENCE

A

REV.9//l/?f

DATE

ORIGIN

BAPC-OH


REVISIONS

SPECIFICATION

FOR


/££/BY

£/&CHECK SUPV

s%wPE

JOB NO. 22257-010

SECTION

01201

REV A

Sheet 1 of 3

Rev. No. A

CONTENTS

Page

PART 1 - GENERAL............................................................1.1 ORGANIZATION AND RESPONSIBILITIES.

1.1.1 Safety........................................................1.1.2 Procurement..............................................1.1.3 Environmental...........................................1.1.4 Construction..............................................

PART 2-PRODUCTS...................................2.1 CONSTRUCTION SCHEDULE.

2.1.1 Format of Schedule............2.1.2 Content of Schedule...........2.1.3 Schedule Revisions............

PART3-EXECUTION..........................................................................3.1 SUBMnTALS AND DISTRIBUTION OF SCHEDULES.3.2 RESPONSIBILITIES FOR SCHEDULE COMPLIANCE..

A325.doc09/15/9J 139PM

Rev No A

SECTION 01201


PART 1 - GENERAL

1.1 ORGANIZATION AND RESPONSIBILITIES

1.1.1 Safety

1.1.2 Procurement

1.13 Environmental

1.1.4 Construction

PART2-PRODUCTS

2.1 CONSTRUCTION SCHEDULE

2.1.1 Format of Schedule

2.1.2 Content of Schedule

2.1.3 Schedule Revisions

PART 3- EXECUTION

3.1 SUBMITTALS AND DISTRIBUTION OF SCHEDULES

33. RESPONSIBILITIES FOR SCHEDULE COMPLIANCE

01201-1A325.doc09/15/95 1:39 PM


FOR

PROGRESS MEETINGS

A

REV.9/2*/fS

DATE

ORIGIN

BAPC-OH


REVISIONS

SPECIFICATION

FOR

PROGRESS MEETINGS

MMBY

&frCHECK SUPV

sZMre

JOB NO 22257-010

SECTION

01202

REV. A

Sheet 1 of 3

Rev. No. A

CONTENTS

Page

PARTI- GENERAL..,..,.,,.,,,,......,.,..,,,.,,,..,..,.,,,.,,,..,,...............,,,,....,,,11.1 FREQUENCY AND LOCATION OF MEETINGS.,.,......,....,.,.....,,.,..,.,!1.2 ATTENDANCE,.,,,.,.,,,,,,,,,.,,,,,,,,,,,,,.,,,,,,,,,,,,,.,,,,,,11.3 SUGGESTED AGENDA,,,,,,,,,,.,,,,,,,,,.,,,,,,,,,,,,,,,,,,,,,, 11.4 SimMITTALS,.,,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,!

PART2-PRODUCTS (Not Applicable),,,,,,,,,,,,.,,,,,,,,,,,,,,,,,,,,,,,,,,,!

PARTS -EXECimON,,.,,,,...,,.,,,,,,,.,,,,,,,,,,,,.,,,,,,,,,,,,,,,,,,,,,,!3.1 IDENTIFICATION OF PROBLEMS.................................................................13.2 CORRECTIVE ACTIONS.,,,,,,,,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,!

A326.doc 119/19/95 2:55 PM

Rev. No. A

SECTION 01202

PROGRESS MEETINGS

PART 1 - GENERAL

1.1 FREQUENCY AND LOCATION OF MEETINGS

1.2 ATTENDANCE

1.3 SUGGESTED AGENDA

1.4 SUBMITTALS


PART 3 - EXECUTION

3.1 IDENTIFICATION OF PROBLEMS

3.2 CORRECTIVE ACTIONS

A326.doc9/19/95 2:55 PM

01202-1


FOR

SUBMITTAL DESCRIPTIONS

B ISSUED FOR EPA REVIEWISSUED FOR 60-PERCENT REVIEW SBH RB NDA



FOR


JOB NO. 222574)10

BAPC-OH

SECTION

01300

Shed 1 of 5

REV B

Rev. No. B

CONTENTS

PagePARTI-GENERAL............................................................................................................!

1.1 SCOPE..................................................................................................................11.2 SD-01DATA........................................................................................................11.3 SD-04 DRAWINGS .............................................................................................11.4 SD-06 INSTRUCTIONS......................................................................................21.5 SD-07SCHEDULES............................................................................................21.6 SD-08 STATEMENTS........................................................................................^1.7 SD-09 REPORTS ................................................................................................21.8 SD-13 CERTIFICATES ......................................................................................21.9 SD-14 SAMPLES...............................................................................................1.10 SD-18 RECORDS .............................................................................................21.11 SD-19 OPERATION AND MAINTENANCE MANUALS... .........................21.12 SD-20 SURVEYS.............................................................................................^

PART2-PRODUCTS (Not Applicable)..............................................................................3

PART 3 - EXECUTION (Not Applicable).............................................................................3

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Rev. No. B

SECTION 01300


PART 1 - GENERAL

1.1 INTRODUCTION

This section describes requirements for submittals to the contract administrator.


The submittals described herein are those required and further described in other sections of thespecifications. Other requirements pertaining to submittals are included in the Special Clauses andSection 01305, Technical Specification for Submittal Procedures. Submittals required by the ContractClauses and other nontechnical parts of the contract are not included in this section.

1.3 CODES AND STANDARDS

Perform the work in accordance with regulatory requirements and with Section 01060, RegulatoryCompliance. Identify any additional codes and standards that apply to mis work.

1.4 SUBMITTALS

Engineering documentation requirements are listed on die Contractor Submittal RequirementsSummary, Form CSRS, Attachment A of Section 0130S, Technical Specification for SubmittalProcedures. The contract administrator will determine whether documentation is complete as submittedby the contractor and reserves the right to disapprove and require the resubmittal of any schedules,methods, equipment, plans, drawings, or other submittals mat do not meet the specified requirements.These requirements are described and listed herein.

1.5 SD-01 DATA

Data submittals are those submittals mat provide calculations, descriptions, or documentationregarding the work.

1.6 SD-04 DRAWINGS

Drawing submittals are those submittals mat graphically show the relationship of various componentsof the work, schematic diagrams of systems, details of fabrication, layouts of particular elements,connections, and other relational aspects of the work. Drawing submittals may also include preprintedmaterial describing installation of a product, system, or material, including special notices and materialsafety data sheets, if any, concerning impedances, hazards, and safety precautions.

01300-1A311.doc10/12/9} 4:45 PM

Rev. No. B

1.7 SD-06 INSTRUCTIONS

Instruction submittals are preprinted materials describing installation of a product, system, or material,including special notices and material safety data sheets, if any, concerning impedances, hazards, andsafety precautions.

1.8 SD-07 SCHEDULES

Schedule submittals are tabular lists showing location, features, or other pertinent informationregarding products, materials, equipment, or components to be used in the work.

1.9 SD-08 STATEMENTS

Statement submittals are documents required of or through the contractor from a supplier, installer,manufacturer, or other lower-tier contractor. The purpose of a statement submittal is to confirm thequality of orderly progression of a portion of the work by documenting procedures, acceptability ofmethods or personnel, qualifications, or other verifications of quality.

1.10 80-09 REPORTS

Report submittals are reports of inspections or tests, including analysis and interpretation of test results.Properly identify each report Also identify test methods used and record test results.

1.11 SD-13 CERTIFICATES

Certificate submittals are statements signed by an official authorized to certify on behalf of themanufacturer that its product, system, or material meets specified requirements. Certify the product,system, or material after the award of this contract and state the contractor's name and address, theproject and location, and the specific requirements that are being certified.

1.12 SD-14 SAMPLES

Samples include bom fabricated and unfabricated physical examples of materials, products, and unitsof work (complete units or portions of units).

1.13 SD-18 RECORDS

Record submittals include documentation to record compliance with technical or administrativerequirements.

1.14 SD-19 OPERATION AND MAINTENANCE MANUALS

Operation and maintenance manual submittals include data that form a part of the manual.

01300-2A31l4fac10/12*5 4:43 PM

Rev. No. B

1.15 SD-20 SURVEYS

Survey submittals include electronic data, field notes, and scaled drawings gathered through fieldsurvey of topographic features and horizontal and vertical control.



01300-3A311.doc10/12/95 4:45 PM


FOR

SUBMITTAL PROCEDURES

B t*/tf/ff ISSUED FOR EPA REVIEW9/22/95 ISSUED FOR 60-PERCENT REVIEW /SBH RB NDA



FOR

SUBMTTTAL PROCEDURES

JOB NO. 222574)10

BAPC-OH

SECTION

0130}

Sheet 1 of

REV. B

10

Rev. No. B

CONTENTS

PagePARTI-GENERAL.............................................................................................................I

1.1 INTRODUCTION................................................................................................ 11.2 SCOPE AND APPLICATION............................................................................ 11.3 CODES AND STANDARDS.............................................................................. 11.4 SUBMTTTALS.....................................................................................................1

1.4.1 Contract Administrator Review....................................................................!1.4.2 Information Only..........................................................................................!1.4.3 SubmittaIReview.........................................................................................2

PART 2-PRODUCTS (Not Applicable)...............................................................................2

PART3-EXECUTION........................................................................................................^3.1 GENERAL...........................................................................................................^3.2 CONTRACTORSUBMITTALREQUIREMENTS SUMMARY......................23.3 SCHEDULING.....................................................................................................33.4 SUBMITTAL PROCEDURE............................................................................3

3.4.1 Procedures....................................................................................................33.4.2 Deviations....................................................................................................3

3.5 CONTROL OF SUBMTTTALS ...........................................................................33.6 GOVERNMENT REVIEWED SUBMITTALS..................................................33.7 INFORMATION ONLY SUBMTTTALS ............................................................33.8 STAMPS..............................................................................................................^

ATTACHMENT ACONTRACTOR SUBMTTTAL REQUIREMENTS SUMMARY.........................6

AllZdocICV1I/95 136PM

Rev. No B

SECTION 01305

SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 INTRODUCTION

This section describes submittal procedures to be executed by the contractor.


Submittais include items such as:

• Contractor's, manufacturer's, or fabricator's drawings• Descriptive literature including, but not limited to

- catalog cuts, diagrams, operating charts, or curves- test reports- test cylinders- samples- operation and maintenance manuals, including parts list- certifications- warranties

1.3 CODES AND STAND ARDS

See all other sections for codes and standards applicable to specific work, includingSection 01060, Regulatory Compliance.

1.4 SUBMITTALS

Submittais are reviewed as follows.

1.4.1 Contract Administrator Review

Contract administrator (CA) review and permission to proceed is required for extensions ofdesign, critical materials, deviations, equipment whose compatibility with the entire systemmust be checked, and other items as designated by the CA. Within the terms of the contractclause entitled Specifications and Drawings for Construction, the drawings are considered tobe shop drawings.

1.4.2 Information Only

All submittals not requiring CA permission to proceed will be for information only. They arenot considered to be shop drawings within the terms of the contract clause referred to above.

01305-1\OnV9S 136PM

Rev. No. B

1.4 J Submittal Review

The CA review of submittals and permission to proceed will not be construed as a completecheck but will indicate only that the general method of construction, materials, detailing, andother information are satisfactory. Review and permission to proceed will not relieve thecontractor of the responsibility for any error that may exist because the contractor, under thecontractor's quality control (CQC) requirements of this contract, is responsible for thedimensions and design of adequate connections, details, and satisfactory construction of allwork. After submittals have been reviewed by the CA, no resubmittal for the purpose ofsubstituting materials or equipment will be given consideration unless accompanied by anexplanation as to why a substitution is necessary.

Make all corrections required by the CA and promptly furnish a corrected submittal in the formand number of copies specified for the initial submittal. If the contractor considers anycorrection indicated on the submittals to constitute a change to the contract, promptly givenotice to the CA, as required under the contract clause titled Changes.

Payment for materials incorporated in the work will not be made if required reviews have notbeen obtained.


PART 3 - EXECUTION

3.1 GENERAL

Make submittals as required by the specifications. The CA may request submittals in additionto those specified when deemed necessary to adequately describe the work covered in therespective sections. Use the same units of weight and measure used in the contract drawings.Provide submittals mat are complete and in sufficient detail to allow ready determination ofcompliance with contract requirements. Before submittal, have the CQC representative checkand approve all items, and stamp, sign, and date each item indicating the action taken. Clearlyidentify proposed deviations from die contract requirements

Schedule and obtain CA review and permission to proceed before acquiring any material orequipment Pick up and dispose of samples remaining upon completion of the work inaccordance with manufacturer's material safety data sheets and in compliance with existinglaws and regulations.

33 CONTRACTOR SUBMITTAL REQUIREMENTS SUMMARY

At the end of mis section is a Contractor Submittal Requirements Summary (CSRS) listinghems of equipment and materials for which submittals are required by the specifications; thislist may not be all inclusive and additional submittals may be required Submit an updatedsubmittal register to the C A for review within 7 calendar days after receiving notice to proceed.Keep this register up to date and submit it to the CA with the monthly payment request. Thereviewed submittal register will become the scheduling document and will be used to control

01305-210/11/95 136PM

Rev. No B

submittals throughout the life of the contract. Coordinate the submittal register and theprogress schedules.

3.3 SCHEDULING

Coordinate and submit concurrently the submittals covering component items forming a systemor items mat are interrelated. Schedule certifications to be submitted with the pertinentdrawings. Allow adequate time (a minimum of 30 calendar days excluding mailing time) onthe register for the CA's review and permission to proceed. No delays, damages, or timeextensions will be allowed to the contractor for time lost in late submittals.

3.4 SUBMTTTAL PROCEDURE

3.4.1 Procedures

Submit a copy of each submittal to the CA in accordance with the CSRS and as required by theindividual specification sections. Additional copies are required as specified in Section 01210,Technical Specification for Preconstruction Conference. Obtain the mailing address for thesesubmittals at the preconstruction conference.

3.4.2 Deviations

For submittals mat include proposed deviations requested by the contractor, set forth in writingthe reason for any deviations and annotate such deviations on the submittal. The CA reservesthe right to rescind inadvertent permission to proceed based on submittals containing unnoteddeviations.

3.5 CONTROL OF SUBMITTALS

Carefully control procurement operations to ensure mat each individual submittal is made on orbefore the contractor-scheduled submittal date shown on the reviewed submittal register.

3.6 GOVERNMENT REVIEWED SUBMITTALS

Upon completion of review of submittals requiring CA permission to proceed, the submittalswill be identified as having received permission to proceed by being so stamped and dated.The CA will retain four copies of the submittal and return one copy to the contractor.

3.7 INFORMATION ONLY SUBMITTALS

Normally, submittals for information only will not be returned. The CA's permission toproceed is not required on information-only submittals. The CA reserves the right to requirethe contractor to resubmit any item mat does not comply with the contract. This does notrelieve the contractor from the obligation to furnish material conforming to the plans andspecifications and will not prevent the CA from requiring removal and replacement ifnonconforming material is incorporated in the work. This does not relieve the contractor of the

01305-3IOfll/95 136PM

Rev. No. B

requirement to furnish samples for testing by the CA laboratory or check testing by the CA inthose instances where the technical specifications so prescribe.

3.8 STAMPS

Use a stamp similar to the one below on the submittal data to certify that the submittal meetscontract requirements.

Work may proceed.Revise and resubmitRevise and resubmit

SIGNATURE:

CONTRACTOR(Firm Name)

Work may proceed subject to resolution of comments.Work may not proceed.

TITLE:

DATE:

01305-41CHI/9S 1J6FM

Rev. No. B

ATTACHMENT A

CONTRACTOR SUBMITTAL REQUIREMENTS SUMMARY

01305-5HMI/9S 136PM

ATTACHMENT ACONTRACTOR SUBMITTAL REQUIREMENTS SUMMARY

SUBMITTAL SCHEDULE SUBMITTAL TYPE REQUIRED DISTRIBUTION DESIGNATION TRACKING CODESA Per contract schedule P Prints/photocopiesC Completion of workD DailyM Prior to mobilizationS Following sample receiptU Prior to useZ As required30 Number indicates calendar day after notice award

CA Contract AdministratorET Engineering and TechnologySH Safety and HealthQC Quality ControlDM Data Management

SDR Supplier Document Register

NOTICES1. To each item submitted, attach a copy of this form and circle the title of the item being submitted.2. Failure to submit required submittals as shown on this form may result in withholding of payment in___ accordance with provisions of the contract.

Submitul Title SectionContractor

SendSubmit!*] to

Submhtal Codes

Schedule (No.) andType

List of equipment and tools

Safety and health plan

Site manager

OH

SHSO

Physician statement

Bioassay

OSHA training

Written PPE

Contractor quality control plan

Quality control record

Quality control rest results

Chemical data quality control plan

Chemical laboratory qualifications

Quality control summary forms

Final quality control report____

SC-2

01200

01200

01200

01200

01200

01200

01200

01200

01440

01440

01440

01450

01450

01450

01450

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

M

30

M

M

M

M

M

M

M

30

D

Z

30

30

Z

C

PPPPPPPPPPPPPPPP

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Project Number

22257-010

Project Name

Fields Brook

CSRS Rev. No.

Page 1 of 3

P:\A312.«r


SUBMITTAL SCHEDULE SUBMITTAL TYPE REQUIRED DISTRIBUTION DESIGNATION TRACKING CODESA Per contract schedule P PrinU/photocopiesC Completion of workD DailyM Prior to mobilizationS Following umple receiptU Prior to uieZ As required30 Number indicate! calendar day after notice award


SDK Supplier Document Register

Item No./Submittal Title SectionContractor

SendSubmittal to

Organic data

Inorganic* data

TCLPdata

Water management plan

LiK of equipment and vehicles for materialhandling

Waste management plan

Wastewater treatment pro iflow diagram

i instrumentationWaatewater treatment procdiagrams

Wastewater treatment material and energytalances

Wastewater treatment electrical and mechanicalinterface drawing!

Wastewater treatment startup aad shutdownprocedures

Wastewater treatment op< at*> instruction* and procedures

Wastewater treatment air monitoring plan

Wastewater treatment waste management plan

Wastewater treatment MSDS for all materials

Wastewater treatment electrical, compressedair. water, and other requirements

01450

014SO

01450

02130

02130

02145

13200

13200

13200

13200

13200

13200

13200

13200

13200

13200

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

CA

Project Number

22257-010

Project Name

Fields Brook


SUBMITTAL SCHEDULE SUBMITTAL TYPE REQUIRED DISTRIBUTION DESIGNATION TRACKING CODESA Per contract schedule P PrinU/photocopiesC Completion of workD DailyM Prior to mobilizationS Following sample receiptU Prior to iueZ As required30 Number indicate* calendar day after notice award


SDR Supplier Document Register

Item No./Submitial Tale SectionContractor

ScadSubmiual to

Wastewater treatment control logic diagrams

Wastewater treatment performance andverification reports

Wastewater treatment resumes of keypersonnel for installation, startup, andoperations

Wastewater treatment permits, approvals,andli

13200

13200

13200

13200

CA

CA

CA

CA

Project Number

22257-010

Project Name

Fields Brook

P:VA312.«f


FOR

PHOTOGRAPHS

A

REV.f/y/Asr

DATE

ORIGIN

BAPC-OH

ISSUED FOR 60-PERCENT RE VIEW

REVISIONS

SPECIFICATION

FOR

PHOTOGRAPHS

X/**'BY

&frCHECK SUPV

/wPE

JOB NO. 22257-010

SECTION

01310

REV. A

Sheet 1 of 3

Rev. No. A

CONTENTS

Page

PARTI-GENERAL........................................,..........................,.......................................!1.1 PHOTOGRAPHY REQUIRED..,,,,,,,,,,,.,.,,,,,,,,,,,,,,,............. ,11.2 SUBMITTALS...,.,,,,.,.,,,,,...,,,...,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,.!

PART 2-PRODUCTS....,,..,...,..,........,....,.,,,,,,,..,,,,,,.,,,,,,,,,,,,,,,,,,,,!2.1 PRINTS,,.,,,,,,....,,,.,,,.,.,,,......,,,,.,,,,,.,,,,.,,,,,,,.................. 1

2.1.1 Type..,,,..,,,,,,,,,,,.,,..,,,...,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,!2.1.2 Identification,,...,,......,,...,,,...,,,,,..,,,...,,,,,,,,,.,,,,,,,,,,,!

PART3 -EXECUTION,,,..,,,....,.,..,,,,,.,.,,,.,.,,,,,,,,,,,,,„,,,,,,,,,„,,,!3.1 TECHNIQUE....,,..,,,,,....,..,,.,,,,,,,,,,,,,........................................... 13.2 VIEW REQUIRED............................................................................................. 1

A327.doc09/1195 6JSPM

Rev. No. A

SECTION 01310

PHOTOGRAPHS

PART 1 - GENERAL

1.1 PHOTOGRAPHY REQUIRED

12 SUBMITTALS

PART2-PRODUCTS

2.1 PRINTS

2.1.1 Type

2.1.2 Identification

PART3-EXECUTION

3.1 TECHNIQUE

3.2 VIEW REQUIRED

A327<k* on lo-iOM3/9S&3PM V1J1U 1


FOR

SCHEDULE

A

REV.//fAr

DATE

ORIGIN

BAPC-OH


REVISIONS

SPECIFICATION

FOR

SCHEDULE

,£#JJBY

4frCHECK SUPV

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JOB NO. 222574)10

SECTION

01320

REV A

Sheet 1 of 3

Rev No. A

CONTENTS

Page

PARTI -GENERAL..............................................^1.1 DESCRIPTION................................................................................................................... 11.2 SUBMTITALS..................................................^1.3 QUALITY STANDARDS ................................................................................................... 1

PART2- PRODUCTS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I2.1 FORM OF SCHEDULES .................................................................................................... 1

PART 3 - EXECimON....................................................... ^3.1 CONSTRUCTION PROGRESS SCHEDULE.......................................... .................... 13.2 PROGRESS REVISIONS......................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1

AMZdoc09/1V9S.4J3PM

Rev No A

SECTION 01320

SCHEDULE

PART 1 - GENERAL

1.1 DESCRIPTION

1.2 SUBMITTALS

1J QUALITY STANDARDS

PART2-PRODUCTS

2.1 FORM OF SCHEDULES

PART 3- EXECUTION

3.1 CONSTRUCTION PROGRESS SCHEDULE

3.2 PROGRESS REVISIONS

01320-109/15/95.4 33PM UlJii/ 1


FOR

CONTRACTOR QUALITY CONTROL

BA

REV.

/tJtt/IS9/19/95

DATE

ORIGIN

BAPCOH


REVISIONS

SPECIFICATION

FOR


-<xrfSBH

BY

AridHW

CHECK SUPV

JM/tNDA

PE

JOB NO. 22237-010

SECTION

01440

REV. B

Sheet 1 of 11

Rev. No. B

CONTENTS

Page

PARTl-GENIERAL................................................................................^1.1 ESrraODUCTION.....................................................................^^1.2 SCOPE AND APPLICATION........................................................................................ 11.3 CODES AND STANDARDS......................................................................................... 11.4 SUBMTTTALS................................................................................................................1

1.4.1 Schedule for Submittal of the Contractor Quality Control Plan............................. 11.4.2 Content of the CQC Plan.......................................................................................21.4.3 Acceptance of Plan................................................................................................ 31.4.4 Notification of Changes......................................................................................... 31.4.5 Documentation...................................................................................................... 3

PART2 -PRODUCTS (Not Applicable)...........................................................................................4

PART 3 - EXECUTION ....................................................................................................................43.1 COORDINATIONMEETING........................................................................................43.2 QC ORGANIZATION....................................................................................................4

3.2.1 CQC Organizational Staffing ................................................................................43.2.2 Orangizational Changes.........................................................................................5

3.3 SUBMTTTALS..........................3.4 CONTROL......................................................................................................................6

3.4.1 Preparatory Phase.................................................................................................. 63.4.2 Initial Phase........................................................................................................... 73.4.3 Follow-UpPhase...................................................................................................?3.4.4 Additional Preparatory and Initial Phases.............................................................. 7

3.5 TESTS.............................................................................................................................83.5.1 Testing Procedure..................................................................................................83.5.2 Testing Laboratories.............................................................................................. 83.5.3 OnsiteLaboratory..................................................................................................93.5.4 Furnishing or Transportation of Samples for Testing............................................9

3.6 COMPLETIONINSPECTION.....................................................................................93.7 NOTIFICATION OF NONCOMPUANCE................................................................... 9

A3 56 docIW1I/95 121PM

Rev. No B

SECTION 01440


PART 1 - GENERAL

1.1 INTRODUCTION

This specification provides quality control (QC) requirements to be implemented during constructionoperations.


The contractor is responsible for QC and establishment and maintenance of an effective QC system incompliance with the contract clause Inspection of Construction. Include in the QC system any plans,procedures, and organization necessary to produce an end product that complies with the contractrequirements. Cover all construction operations, onsite and offsite and key to the proposedconstruction sequence.


The publications listed below form a part of mis specification to the extent referenced. Thepublications are referred to in the text by basic designation only. Use the latest revision of the codesand standards listed below in effect at the time of contract award. Identify any additional codes andstandards mat apply to this work. See also Section 01060, Regulatory Compliance.

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

ASTM D 3740 Evaluation of Agencies Engaged in the Testing and/or Inspection of Soil and Rockas Used in Engineering Design and Construction

ASTM E 329 Use in the Evaluation of Testing and Inspection Agencies as Used in Construction

1.4 SUBMITTALS

Engineering documentation requirements are listed on the Contractor Submittal RequirementsSummary, Attachment A of Section 01305, Technical Specification for Submittal Procedures. Theserequirements are augmented by detailed requirements listed herein.

1.4.1 Schedule for Submittal of die Contractor Quality Control Plan

No later man 30 days after receipt of notice to proceed, furnish for review by the contract administrator(CA) the contractor quality control (CQC) plan proposed to implement the requirements of the contractclause entitled Inspection of Construction. Identify personnel, procedures, controls, instructions, test,records, and forms to be used. The CA will consider an interim plan for the first 90 days of operation.Construction will be permitted to begin only after acceptance of the CQC plan or acceptance of an

01440-1A356.doc10/18/95 1:21 PM

Rev. No. B

interim plan applicable to the particular feature of work to be started. Work outside of the features ofwork included in an accepted interim plan will not be permitted to begin until acceptance of a CQCplan or another interim plan containing the additional features of work to be started.

1.4.2 Content of the CQC Plan

Include in the CQC plan, as a minimum, the following to cover all construction operations, both onsiteand offsite, including work by subcontractors, fabricators, suppliers, and purchasing agents.

• A description of the QC organization, including a chart showing lines of authority andacknowledgment to be implemented the CQC staff. Describe a three-phase control system(preparatory, initial, and follow-up) for all aspects of the work specified. Include in the staff a CQCsystem manager reporting to the project manager or someone higher in the Contractor'sorganization. Project manager is defined as the individual with responsibility for the overallmanagement of the project, including quality and production.

• The name, qualifications (in resume format), duties, responsibilities, and authorities of each personassigned a CQC function.

• A copy of the letter to the CQC system manager signed by an authorized official of the firm thatdescribes the responsibilities and delegates sufficient authorities to adequately perform thefunctions of the CQC system manager, including authority to stop any work mat is not incompliance with the contract Ensure mat the CQC system manager issues letters of direction to allother various QC representatives outlining duties, authorities, and responsibilities. Furnish copiesof these letters to the CA.

• Procedures for scheduling, reviewing, certifying, and managing submittals, including those ofsubcontractors, offsite fabricators, suppliers, and purchasing agents. Ensure mat procedures are inaccordance with Section 01305, Technical Specification for Submittal Procedures.

• Control, verification, and acceptance testing procedures for each specific test to include the testname, specification paragraph requiring test, feature of work to be tested, test frequency, andperson responsible for each test. Laboratory facilities will be approved by the CA.

• Procedures for tracking preparatory, initial, and follow-up control phases and control, verification,and acceptance tests including documentation.

• Procedures for tracking construction deficiencies from identification through acceptable correctiveaction. Ensure that these procedures establish verification mat identified deficiencies have beencorrected.

01440-2A35&40C10/18/95 121PM

Rev. No. B

• Reporting procedures including proposed reporting formats.

• A list of the definable features of work. A definable feature of work is a task that is separate anddistinct from other tasks and has separate control requirements. Definable features can be identifiedby different trades or disciplines or by the same trade in a different environment. Although eachsection of the specifications may generally be considered as a definable feature of work, mere arefrequently more than one definable feature under a particular section.

1.4 J Acceptance of Plan

Acceptance of die contractor's plan is required before construction starts. The CA reserves the right torequire the contractor to make changes in its CQC plan and operations, including removal of personnel,as necessary, to obtain the quality specified

1.4.4 Notification of Changes

After acceptance of the CQC plan, notify the CA in writing a minimum of 7 calendar days before anyproposed change. Proposed changes are subject to acceptance by the CA.

1.4.5 Documentation

Maintain current records providing factual evidence that required QC activities and/or tests have beenperformed. Include in these records the work of subcontractors and suppliers. Ensure that records arein an acceptable form that includes, as a minimum, the following information:

• Contractor/subcontractor and its area of responsibility.

• Operating plant/equipment with hours worked, idle, or down for repair.

• Work performed each day, giving location, description, and by whom. When Network Analysis(NAS) is used, identify each phase of work performed each day by NAS activity number.

• Test and/or control activities performed with results and references to specifications/drawingsrequirements. Identify the control phase (preparatory, initial, follow-up). List deficiencies notedalong with corrective action.

• Quantity of materials received at the site with statement as to acceptability, storage, and referenceto specifications/drawings requirements.

• Submittals reviewed, with contract reference, by whom, and action taken.

• Offsite surveillance activities including actions taken.

• Job safety evaluations stating what was checked, results, and instructions or corrective actions.

01440-3A356.doc10/18/95 121PM

Rev. No. B

• Instructions given/received and conflicts in plans and/or specifications.

• Contractor's verification statement.

Indicate in these records a description of trades working on the project, the number of personnelworking, weather conditions encountered, and any delays encountered. Cover both conforming anddeficient features and include a statement that equipment and materials incorporated in the work andworkmanship comply with the contract Submit die original and one copy of these records in reportform to the CA daily within 72 hours after the date(s) covered by die report, except those reports thatneed not be submitted for days and on which no work is performed. As a minimum, prepare andsubmit one report for every 7 days of no work and on the last day of a no-work period. Account for allcalendar days throughout the life of the contract. Ensure that the first report following a day of no workis for mat day only. Ensure reports are signed and dated by the CQC system manager. In the reportfrom the CQC system manager, include copies of test reports and reports prepared by all subordinateQC personnel.


PART 3 - EXECUTION

3.1 COORDINATION MEETING

After the preconstruction conference, before construction starts and before acceptance by the CA of theCQC plan, meet with the CA or authorized representative and discuss the CQC system. During themeeting, develop a mutual understanding of the system details, including the forms for recording theCQC operations, control activities, testing, administration of the system for both onsite and ofrsitework, and the interrelationship of contractor's management and control with the CA's qualityassurance. Minutes of the meeting will be prepared by CA and signed by both the contractor and theCA. The minutes will become a part of the contract file. Subsequent conferences may be called byeither party to reconfirm mutual understandings and/or address deficiencies in the CQC system orprocedures that may require corrective action by the contractor.

3.2 QC ORGANIZATION

Identify the individual within the organization at the work site who is responsible for overallmanagement of CQC and has the authority to act in all CQC matters for the contractor. Ensure matthis CQC system manager is onsite at all times during construction and is employed by the contractor,except as noted in the following. Identify an alternate for the CQC system manager in the plan to servein the event of the system manager's absence. The period of absence may not exceed 2 weeks at anyone time and not more than 25 workdays during a calendar year. The requirements for the alternatewill be the same as for the designated CQC system manager.

3.2.1 CQC Organizational Staffing

Provide a CQC staff mat is at the work site at all times during construction, with complete authority totake any action necessary to ensure compliance with the contract

01440-4A356.doc10/IV9S 1:21 PM

Rev. No. B

CQC Staff

The following are the minimum requirements for the CQC staff These minimum requirements do notnecessarily ensure an adequate staff to meet the CQC requirements at all times during constructionThe actual strength of the CQC staff may vary during any specific work period to cover the needs ofthe work period. When necessary for a proper CQC organization, add additional staff at no cost to theCA. This listing of minimum staff in no way relieves the contractor of meeting the basic requirementsof quality construction in accordance with contract requirements. All CQC staff members are subjectto acceptance by the CA.

CQC System Manager

Ensure that the CQC system manager is a graduate engineer, graduate architect, or a graduate ofconstruction management with a minimum of 5 years of construction experience on constructionsimilar to this contract, or an experienced construction person with a minimum of 7 years of experiencein related work. The CQC system manager may have other dunes in addition to QC, but performanceas system manager will be die first priority.

Supplemental Personnel

Provide as part of the CQC organization, as a minimum, specialized personnel for electrical, civil,structural, and environmental. Ensure that these personnel assist and report to the CQC systemmanager. These personnel will be responsible for ensuring that construction complies with the contractrequirements for their area of specialization. Ensure that these individuals are employed by the primecontractor unless waived in writing by the CA; are responsible only to the CQC system manager; arephysically present at the construction site during work on their areas of responsibility; and have dienecessary education and/or experience to ensure contract compliance. Ensure mat die staff is ofsufficient size to ensure adequate CQC coverage of all work phases, work shifts, and work crewsinvolved in die construction. These personnel may perform other duties but must be allowed sufficienttime to cany out these responsibilities. Clearly state in die CQC plan die duties and responsibilities ofeach QC staff member.

Additional Requirement

Complete die course entitled "Construction Quality Management," in addition to die above experienceand education requirements.

3.2.2 Orangizational Changes

Obtain the CA's acceptance before replacing any member of die CQC staff. Include in die requests diename, qualifications, duties, and responsibilities of each proposed replacement.

3J SUBMITTALS

Make submittals as specified in Section 01305, Technical Specification for Submittal Procedures.Ensure diat die CQC organization is responsible for certifying diat all submittals are in compliance withdie contract requirements.

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Rev. No. B

3.4 CONTROL

Include at least three phases of control to be conducted by the CQC system manager for all definablefeatures of work, as follows.

3.4.1 Preparatory Phase

Perform this phase before beginning work on each definable feature of work, including:

• A review of each paragraph of applicable specifications.

• A review of the contract drawings.

• A check to ensure that all materials and/or equipment have been tested, submitted, and approved.

• A check to ensure mat provisions have been made to provide required control inspection andtesting.

• Examination of the work area to ensure that all required preliminary work has been completed andis in compliance with the contract.

• A physical examination of required materials, equipment, and sample work to ensure mat they areon hand, conform to approved shop drawings or submitted data, and are properly stored.

• A review of the appropriate activity hazard analysis to ensure mat safety requirements are met.

• Discussion of procedures for constructing the work, including repetitive deficiencies, documentconstruction tolerances, and workmanship standards for that phase of work.

• A check to ensure mat the portion of the plan for the work to be performed has been accepted bytheCA.

• Notification to the C A at least 48 hours in advance of beginning any of the required action of thepreparatory phase. Include in this phase a meeting conducted by the CQC system manager andattended by the superintendent, other CQC personnel (as applicable), and the foreman responsiblefor the definable feature. Document the results of the preparatory phase actions in separateminutes prepared by the CQC system manager and attached to the daily CQC report. Instructapplicable workers about the acceptable level of workmanship required to meet contractspecifications.

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Rev. No B

3.4.2 Initial Phase

Accomplish this phase at the beginning of a definable feature of work and include the following:

• A check of preliminary work to ensure that it is in compliance with contract requirements; reviewof minutes of the preparatory meeting.

• Verification of full contract compliance; verification of required control inspection and testing.

• Establishment of level of workmanship and verification that it meets minimum acceptableworkmanship standards; comparison with sample panels if appropriate.

• Resolution of all differences.

• A safety check to include compliance with and upgrading of the safety plan and activity hazardanalysis; review of the activity analysis with each worker.

• Notification to the CA at least 48 hours in advance of beginning the initial phase; preparation ofseparate minutes of this phase by the CQC system manager attached to the daily CQC report.Indicate die exact location of the initial phase for future reference and comparison with follow-upphases.

Repeat the initial phase for each new crew to work onsite or any time acceptable, when specifiedquality standards are not being met.

3.4 J Follow-Up Phase

Perform daily checks to ensure continuing compliance with contract requirements, including controltesting, until completion of die particular feature of work. Make die checks a matter of record in theCQC documentation. Conduct final follow-up checks and correct all deficiencies before the start ofadditional features of work that may be affected by die deficient work. Do not build upon nor concealnonconforming work.

3.4.4 Additional Preparatory and Initial Phases

Conduct additional preparatory and initial phases on die same definable features of work if die CAdetermines.

• The quality of ongoing work is unacceptable• There are changes in me applicable CQC staff, onsite production supervision, or work crew• Work on a definable feature is resumed after a substantial period of inactivity• Odier problems develop

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Rev. No. B

3.5 TESTS

3.5.1 Testing Procedure

Perform specified or required tests to verify that control measures are adequate to provide a productthat conforms to contract requirements. Testing includes operation and/or acceptance tests whenspecified. Procure the services of a CA-approved testing laboratory or establish an approved testinglaboratory at the project site. Perform and document the following activities:

• Verification mat testing procedures comply with contract requirements.

• Verification mat facilities and testing equipment are available and comply with testing standards.

• Checking test instrument calibration data against certified standards.

• Verification that the recording forms and the test identification control number system, including alltest documentation requirements, have been prepared.

• Recording results of all tests taken, bom passing and failing tests, on the CQC report for the datetaken. Give specification paragraph reference, location where tests were taken, and the sequentialcontrol number identifying the test If approved by the CA, actual test reports may be submittedlater with a reference to the test number and the date taken. Provide directly to the CA aninformation copy of tests performed by an offset or commercial test facility Failure to submittimely test reports as stated may result in nonpayment for related work performed and disapprovalof the test facility for this contract.

3.5.2 Testing Laboratories

Capability Check

The CA reserves the right to check laboratory equipment in the proposed laboratory for compliancewith the standards set forth in the contract specifications and to check the laboratory technician'stesting procedures and techniques. Ensure that laboratories used for testing soils, concrete, asphalt,and steel meet criteria detailed in ASTM D 3740 and ASTM E 329.

Capability Recheck

If the selected laboratory fails the capability check, assess a charge to reimburse the CA for eachsucceeding recheck of the laboratory or the checking of a subsequently selected laboratory. Such costswill be deducted from the contract amount due the contractor.

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3.5.3 Onsite Laboratory

The CA reserves the right to use the contractor's control testing laboratory and equipment to makeassurance tests and to check the contractor's testing procedures, techniques, and test results, at noadditional cost to the CA.

3.5.4 Furnishing or Transportation of Samples for Testing

Costs incidental to the transportation of samples or materials will be borne by the contractor. Deliverto the CA's laboratory samples of materials for test verification and acceptance testing by the CA.Coordinate with the CA each specific test, exact delivery location, and dates.

3.6 COMPLETION INSPECTION

At the completion of all work or any increment thereof established by a completion time stated in thespecial clause titled Commencement, Prosecution, and Completion of Work, or stated elsewhere in thespecifications, ensure that the CQC system manager inspects the work and develop a punch list ofitems that do not conform to die approved drawings and specifications. Include such a list ofdeficiencies in the CQC documentation, as required by Section 3.9 of this specification, and theestimated date by which the deficiencies will be corrected. Ensure that the CQC system manager orstaff makes a second inspection to ascertain that all deficiencies have been corrected, and so notify theCA. Accomplish these inspections and any deficiency corrections required by mis paragraph within thetime stated for completion of the entire work or any particular increment thereof if the project is dividedinto increments by separate completion dates.

3.7 NOTIFICATION OF NONCOMPLIANCE

The CA will notify the contractor of any detected noncompliance with the foregoing requirements.Take immediate corrective action after receipt of such notice. Ensure mat such notice, when deliveredto the contractor at the work site, is deemed sufficient for the purpose of notification. If the contractorfails or refuses to comply promptly, the CA may issue an order stopping all or part of the work untilsatisfactory corrective action has been taken. Do not make any part of the time lost due to such stoporders the subject of claim for extension of time or for excess costs or damages by the contractor.

01440-9A356.doc10/18/9J 335PM


FOR

CONTRACTOR CHEMICAL DATA QUALITY CONTROL

BA

REV.

J6llll<£9/22/95

DATE

ORIGIN

BAPC-OH


REVISIONS

SPECIFICATIONFOR


44WOHSBHBY

&&*lAT

CHECK SUPV

*jb' NDA

PE

JOB NO. 22257410

SECTION01450

REV. B

Sheet 1 of 13

Rev. No. B

CONTENTS

Page

PARTI -GENERAL.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . !1.1 INTRODUCTION........................................................................................................... 11.2 SCOPE AND APPLICATION............................................................................... ...... 11.3 CODES AND STANDARDS .........................................................................................21.4 SUBMrTTALS................................................................................................................21.5 DATA QUALITY OBJECTIVES..................................................................................^

1.5.1 Objectives for Precision, Accuracy, Representativeness, Comparability,and Completeness....................................................................................................2

1.5.2 Quality Control Samples.........................................................................................31.6 FIELD ACnvmES.......................................................................................................5

1.6.1 Sampling Locations.................................................................................................51.6.2 Sampling Procedures.............................................................................................. 51.6.3 Containers, Preservation, and Holding Times.........................................................51.6.4 Field Documentation............................................................................................... 6

1.7 SAMPLE CHAIN OF CUSTODY, PACKING, AND TRANSPORTATION........... 71.7.1 Chain-of-Custody Procedures................................................................................. 71.7.2 Packing and Shipment of Samples.......................................................................... 7

1.8 LABORATORY ANALYTICAL PROCEDURES................................................. 71.8.1 Analytical Procedures and Detection Limits........................................................... 81.8.2 Instrument Calibration............................................................................................ 91.8.3 Data Reporting, Deliverables, Review, and Validation......................................... 10

PART2 -PRODUCTS (Not Applicable)......................................................................................... 11PART 3- EXECUTION (Not Applicable)....................................................................................... 11

AMI .doc10/1695 5:10 PM

Rev. No. B

SECTION 01450


PART 1 - GENERAL

1.1 INTRODUCTION

The Fields Brook site is located in Ashtabula, Ashtabula County, in northeastern Ohio. The brookdrains a 5.6-square mile watershed, the eastern portion draining Ashtabula Township and the westernportion draining the City of Ashtabula The entire site is in the Fields Brook watershed. Previous sitecharacterization studies have shown that the contaminants of concern include arsenic, beryllium,porychlorinated biphenyls (PCBs), hexachlorobenzene, 1,1,2,2-tetrachloroethane, trichloroethene,tetrachloroethene, vinyl chloride, benzo(a)pyrene, hexachlorobutadiene, and hexachloroethane.

Haul roads will be constructed for use during soil/sediment remediation to facilitate truck transport ofcontaminated sediment to the temporary remediation facilities. A decontamination pad will beconstructed for decontamination of equipment, vehicles, and materials removed from the exclusionzones. Water generated during decontamination, dewatering, process treatments, and stormwatercollection shall be held in a temporary retention basin. After remediation is complete, die haul roadsand decontamination pad will be removed, and the construction waste characterized for disposal.Water in the retention basin will be analyzed to ensure that treatment has either attained the dischargecriteria specified by the National Pollutant Discharge Elimination System (NPDES) for Fields Brook,or is suitable for discharge to a publicly owned treatment works or disposal at an industrial wastewatertreatment facility.


Prepare and submit to the contract administrator a chemical data quality control plan (CDQCP). TheCDQCP shall include requirements for data collection, quality control, sampling, and analysis. Thedata collected shall be used to characterize for waste disposal the gravel and geotextiles used inconstruction and to ensure that treated water is compliant with the discharge/treatment facilityrequirements. The data collected from the analysis of waste material must be legally and scientificallydefensible. The CDQCP shall contain, as a minimum, the following sections:

• Table of Contents• Introduction• Scope and Application• Codes and Standards• Data Quality Objectives• Project Organization and Functional Responsibilities• Field Activities• Sample Chain of Custody, Packing, and Transportation• Laboratory Analytical Procedures

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U CODESANDSTANDARDS

Use the following references in developing the CDQCP:

• U.S. Environmental Protection Agency (EPA) Contract Laboratoiy Program, Statement of Workfor Orgamcs Analysis, OLM01.0 through OLM01.8

• EPA Contract Laboratory Program, Statement of Work for Inorganics Analysis, ILM03.0

• Test Methods for Evaluating Solid Waste, Physical/Chemical Method, EPA/SW-846, ThirdEdition, 1986, Updates n, HA, and HE, 1994

• U.S. Army Corps of Engineers (USAGE) Engineering Regulation 1110-1-263, "Chemical DataQuality Management for Hazardous Waste Remedial Activities," October 1990

• Methods for Chemical Analysis of Water and Wastes, EPA-600/4-79-020

• Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater,EPA-600/4-82-057

1.4 SUBMITTALS

Each submittal required for compliance with mis specification is completely described herein.Submittal requirements are also summarized on the Contractor Submittal Requirements Summary,Attachment A of Section 01305, Technical Specification for Submittal Procedures.

1.5 DATA QUALITY OBJECTIVES

The data quality objective for the analysis of construction waste is to have enough data of sufficientquality to characterize the waste for disposal. The data will men support the decision to sendconstruction waste either to a Subtitle D, nonhazardous waste landfill, or to a Subtitle C, ResourceConservation and Recovery Act (RCRA) or Toxic Substances Control Act permitted disposal facility,as appropriate. The data quality objective for wastewater analysis is to have enough data of sufficientquality to support the decision mat the water meets the requirements of the NPDES discharge permit toallow discharge to Fields Brook, or any other disposal option chosen.

1.5.1 Objectives for Precision, Accuracy, Representativeness, Comparability, andCompleteness

This section defines goals for the level of the quality assurance (QA) effort and data requirements interms of precision, accuracy, representativeness, comparability and completeness (PARCC).Achieving goals for PARCC wUl give confidence that the data will support the decision-makingprocess. The PARCC parameters will be determined as follows:

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I<M«9S 5.04FM

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• Precision: Determine precision based on the results of field duplicates, laboratory duplicates, andreplicates. The goals for precision in chemical analyses are those published by EPA for themethodology used Precision is defined in terms of percent recovery.

• Accuracy: Establish the accuracy of the analytical methods used through analysis of methodspikes, matrix spikes, and standard reference materials. The goals for accuracy of the chemicalanalyses are those published by EPA for the methods used. Accuracy is defined in terms ofpercent recovery.

• Representativeness: Representativeness is the degree to which the data represent the conditions atthe site. It can be influenced by conditions in the field and the laboratory, such as sample storage,preservation, and sampling techniques.

• Comparability: For mis investigation, ensure comparability through use of EPA-designatedreference or equivalent sampling procedures and analytical methods and certified calibrationstandards.

• Completeness: Completeness is the percentage of samples with valid results compared with thenumber of possible samples. The goal for completeness is usually 100 percent for samplecollection and 95 percent for analysis.

1.5.2 Quality Control Samples

Corrective Actions

Include plans for corrective actions to be taken when results appear unusual or questionable or whenlimits of acceptability are exceeded. When limits of acceptability are exceeded, document informationjustifying the poor recovery or precision, including a description of how reestablishment of control willbe demonstrated.

Use of QC Samples

Use quality control (QC) samples to determine whether the QA objectives are being met. Include inthe CDQCP a table mat lists the QA objectives requiring QC samples, the QC samples required, andthe frequency for submitting the QC samples.

QC Samples

QC samples, which shall be used to assess data quality in terms of precision, accuracy, andrepresentativeness, include:

• Trip blank: A trip blank (travel blank/transport blank) is a laboratory-grade deionized watersample, added to a volatile organic analysis vial at the laboratory; shipped to the site, where itremains unopened; and shipped back to the laboratory. Clearly identity trip blanks on sample tagsand chain-of-custody records and use mem to accompany both solid and liquid samples designatedfor volatiles analysis. Handle and process mem in the same manner as environmental samples.

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Rev. No. B

Trip blanks can provide an indication of positive interferences introduced in the field, duringshipment, or in die laboratory and are an indication of whether volatile samples are representativeof field conditions. They do not, however, provide information on matrix effects, accuracy, orprecision. Analyze one trip blank per cooler of samples intended for volatiles analysis.

Rinsate blank: A rinsate blank (field blank) is a sample of deionized water that proceeds throughthe sample collection/analysis steps (automatic samplers, bailers, etc.) and some samplingequipment after it has been decontaminated. Handle and treat the rinsate blank in the same manneras the other field samples. Send rinsate blanks "blind" to the laboratory. Analyze one rinsate blankfor the samples) for which the equipment was decontaminated, up to a limit of 20 samples, atwhich point additional blank(s) will be required.

Field duplicate: A field duplicate is used to document the reproducibility of the analytical resultsand representativeness of the samples collected. Field duplicates should not be confused withsplits or replicates, in that field duplicates require re-collection of the sample using the sameprocedures as for the collection of the first sample. Normally, collect field duplicates at afrequency of 1 for each 20 field samples. Send field duplicates "blind" to the laboratory.

Method blank: A method blank (or reagent blank) provides a measure of the positive interferencesthat may be introduced during laboratory analysis. A method blank is a deionized water aliquotmat is carried through all steps of the preparative and analytical process. Analyze one methodblank for every 20 samples or per analytical batch, whichever is the most frequent.

Laboratory duplicate: Use data from duplicate sample analyses to determine analytical precision.Analyze one laboratory duplicate for every 20 inorganic analyses or analytical batch, whichever isthe most frequent

Blank spike and laboratory control sample: A blank spike is a method blank to which a knownconcentration of anahye(s) is added. Analysis of a blank spike provides a measure of analyticalaccuracy (i.e., percent anah/te recovery). A blank spike mat is taken through the entire preparativeand analytical procedure is termed a laboratory control sample and is a measure of the efficiency ofthe combination of both phases of analysis. Analyze one laboratory control sample for every 20inorganic analyses or per analytical batch, whichever is the most frequent.

Matrix spike: This is a field sample to which is added a known concentration of the anah/te(s) ofinterest Typically, an analyte(s) is added to a sample at approximately 10 times the backgroundconcentration or at 2 to 5 times the detection limit of the anah/te added. This provides informationabout the performance of an analytical method relative to a particular sample matrix (e.g., thepresence/absence of analytical interferences).

Determine the accuracy and precision of analytical results by analyzing of matrix spikes andlaboratory control samples. Analyze one matrix spike per 20 samples or per analytical batch,whichever is the most frequent, for inorganics analyses. Analyze one matrix spike and matrixspike duplicate for every 20 samples or per analytical batch, whichever is the most frequent.

For analysis of volatile organic compounds, semivolatile organic compounds, and PCBs, addsurrogate compounds to each sample and to each method blank to monitor analytical performance.

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Compare die recovery of matrix spikes with the accuracy determined from the blank spikes toassess matrix effects. Reanalyze matrix spikes recovering outside method acceptance criteria todetermine if an actual matrix effect is present or if corrective action is required.

• Standard reference materials: These standards are used to validate a particular analytical procedureand usually originate from EPA, the National Institute of Occupational Safety and Health, or theNational Bureau of Standards.

• Replicate: A replicate (sometimes confused with a split) is obtained by splitting an original singlesample into one or more aliquots upon its arrival at the laboratory. Prepare soil or other solidsample replicates by homogenizing an aliquot of the sample large enough for the specified analysisCany each replicate aliquot through the entire extraction (if necessary) and analytical processes.

• Split: A split is obtained by dividing an original single sample into one or more aliquots in thefield. Prepare solid sample splits by homogenizing an aliquot of the sample large enough for thespecified analysis. Carry each split through the entire extraction and analytical process. Use splitsfor performance audits, and send them to the laboratory "blind."

1.6 FIELD ACTIVrnES

1.6.1 Sampling Locations

The sampling locations and numbers of samples to be collected from haul roads, the decontaminationpad, and the temporary retention basin are described in Section 01460, Disposal of ConstructionMaterials.

1.6.2 Sampling Procedures

Follow the sampling procedures (EP-008, Procedures for Soil Sampling, and EP-016, Procedures forWater Sampling) appended to this document for each type of sample medium collected. Field QCsample frequency requirements are described in Section 1.5.2 of mis specification.

Decontaminate sample collection equipment between sampling locations using the followingprocedure:

1. Clean with steam and/or high-pressure water with Alconox* soap or equivalent.2. Rinse with organic-free, deionized water.3. Rinse with methanol or isopropanol (pesticide grade).4. Rinse thoroughly with organic-free, deionized water.5. Rinse with 0.1 N nitric acid solution.6. Rinse thoroughly with organic-free, deionized water.

1.63 Containers, Preservation, and Holding Times

Table 1 lists sample containers, preservation methods, and holding times for the collection of soil andwater samples.

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Rev. No. B

Table 1Preservation Methods, Holding Times,And Containers For Chemical Samples

Parameter

Metals

Mercury

CR*Cyanide

PCBs

TCLP* metals

TCLPmercuiy

TCLPsemivolatiles

TCLP volatile*

PCBs

SampleMatrixWater

Water

WaterWater

Water

Soil

Soil

SoU

Soil

Soil

PreservationMethodHN03topH<2.0,Cool, 4°CHNOjtopH<2.0,Cool4°CCooL4°CNaOHtopH>12.0, Cool, 4°CCool, 4°C

Cool, 4°C

Cool, 4°C

CooL4°C

Cool,4°C

CooL4°C

Holding Time

6 months

28 days

24 hours14 days

7 days to preparation, 40 days frompreparation to analysis180 days from collection to TCLPextraction, 180 days fromextraction to analysis28 days from collection to TCLPextraction, 28 days from TCLPextraction to analysis14 days from collection to TCLPextraction, 7 days from TCLPextraction to preparativeextraction, 40 days frompreparation to analysis14 days to TCLP extraction, 14days from extraction to analysis14 days to preparation, 40 daysfrom preparation to analysis

Type OfContainerglass

glass or plastic

glass or plasticglass or plastic

glass

glass

glass

glass

glass

glass

RCRA Characteristic TestsCorrosivity

Ignitibility

Reactivity

Soil

Soil

Soil

Cool, 4°C

Cool, 4°C

Cool, 4°C

5 days"

5 days"

5daysb

500-mI glassbottle250-ml glassbottle250-ml glassbottle

TCLP = toxicity characteristic leaching procedure."Only required by USAGE.

1.6.4 Field Documentation

During field activities, record samples collected, measurements taken, and observations of events andconditions that could affect data quality. These records may consist of preformatted data collectionforms generally used in the performance of a particular activity. These records are intended to provide

A361.docIM695 504PM

01450-6

Rev. No B

sufficient data and observations to enable participants to reconstruct events that occurred during thedata collection process, help qualify data, and refresh die memory of field personnel.

Consider all original data collected in the field as permanent records, and record with waterproof ink infield notebooks, data forms, sample identification tags, chain-of-custody records, and other data forms.Authenticate all of these documents by date and signature of the originator. Correct errors by crossinga single line through the error and entering the correct information. Corrections shall be initialed anddated by the person making the correction.

1.7 SAMPLE CHAIN OF CUSTODY, PACKING, AND TRANSPORTATION

1.7.1 Chain-of-Custody Procedures

Chain-of-custody procedures provide for sample labeling, and tracking reports shall contain thefollowing information:

• Unique sample identification number

• Documentation of specific reagents or supplies that become an integral part of the sample(preservatives, absorbing reagents, filters, etc.)

• Sample preservation methods

• Sample custody logs

For each sample, include a chain-of-custody record. Handle sample chain-of-custody records inaccordance with US ACE Engineering Regulation 1110-1 -263.

1.7 J Packing and Shipment of Samples

Before preparing samples for shipment, verify that all sample containers are intact, properly sealed andlabeled, and not leaking; dial the proper number of field QC samples has been collected; and that allsamples collected are listed on the chain-of-custody forms.

Procedures to be followed for sample packing and shipment can be found in USACE EngineeringRegulation 1110-1-263. Follow Department of Transportation Regulations 171-179 for shipment ofthe samples.

1.8 LABORATORY ANALYTICAL PROCEDURES

Provide chemical laboratory qualifications, including delineation of the laboratory facilities,instrumentation, and participation in tnterlaboratory and performance audits. Identify personnelresponsible for the performance of all laboratory analysis, including supervisors, chemists, andtechnicians, and submit resumes with descriptions of experience and qualifications.

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Rev. No. B

1.8.1 Analytical Procedures and Detection Limits

Perform all sample analyses using the EPA-approved methods listed in Table 2, and follow all methodQC requirements explicitly. No deviations from the methods are permissible. Achieve the detectionlimits given in Table 2 for all analyses. Extract and analyze samples within method holding times andthe holding times given in Table 1 for RCRA characteristics.

Methods mat are NPDES-approved have been selected for the analysis of water to determinecompliance with the NPDES discharge permit. Also use these methods to determine compliance withthe requirements of other disposal options for wastewater.

Inorganics Analysis of Water

Use EPA-600/4-79-020, Methods for Chemical Analysis of Water and Wastes, for analysis of totalmetals, Cr4*, and free cyanide in water. The laboratory must be able to meet the estimated detectionlimits for inductively coupled plasma given in Method 200.7 for all elements analyzed by inductivelycoupled plasma. Detection limits required for graphite furnace atomic absorption, cold vapor atomicabsorption, Cr**, and free cyanide are given in Table 2. Report all total metals, Cr*6, and cyanideresults to the instrument detection limit.

Organic* Analysis of Water

Use Method 608 from EPA-600/4-82-057, Methods for Organic Chemical Analysis of Municipal andIndustrial Wastewater, for the analysis of PCBs. Ensure mat PCB analyses of water meet the methoddetection limits of Method 608, and report results to those limits.

TCLP Analysis of Solid Waste and PCB Analysis of Soil

Use Method 8080A from EPA SW-846 for the analysis of PCBs in soil, and report results to themethod-required practical quantitation limit. All detection limits for TCLP analyses, both organic andinorganic, must be at or below the TCLP regulatory limit for the element or compound of concern.Analytical methods are listed in Table 2, and QC sample frequency requirements for analyses are givenin Section 1.4.2 of mis specification. Meet all method-required QC criteria for bom inorganics andorganics analyses.

1.8.2 Instrument Calibration

Calibrate all laboratory analytical equipment by the methods and frequencies mandated in EPASW-846. When equipment is found to be out of calibration, evaluate to determine the validity ofmeasurements taken since the last calibration. When instruments are found to be out of calibration andmeasurements or tests are suspect, repeat those tests or measurements unless specifically released frommis requirement by the contracting officer. If the data are found to be affected and cannot be repeated,annotate those data. Annotate the calibration logbook or calibration/maintenance file, as appropriate forthe instrument in question, with the results of the evaluation.

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Table 2Analytical Methods for Soil and Water

Analytical Parameter

Water MatrixAntimonyArsenicCadmiumChromium (total)CopperLeadNickelZinc

Chrome (hexavalent)MercurySeleniumSilverThalliumCyanide, freePCBs

Solid MatrixTCLP extractionTCLP metals

TCLP mercury

TCLP volatiles

TCLP semivolatiles

PCBs

CorrosivityPaint filter testIgnitabilityReactive cyanideReactive sulfide

Preparation Method

Section 9.3 of methodSection 9.3 of methodSection 9.3 of methodSection 9.3 of methodSection 9.3 of methodSection 9.3 of methodSection 9.3 of methodSection 9.3 of method218.4245.1270.2272.2279.2335.1680

13113005A

7470A

NA

3520B

3550A

NANANASW-846 Chapter 7SW-846 Chapter 7

Analytical Method

200.7

200.7

200.7

200.7

200.7

200.7

200.7

200.7

218.4245.1270.2272.2279.2335.1680

NA6010A

7470A

8240B

8270B

8080A

9045B90951010SW-846 Chapter 7SW-846 Chapter 7

Required DetectionLimit

32ng/L

53 HK/L

4 Hg/L

7 ug/L

6 }ig/L

42 Mg/L

15ng/L

2 ug/L10ng/L0.2 ug/L2.0ng/Ll.Ong/Ll.Ong/L10ng/LAt or below those listedin method

NAAt or below TCLPregulatory levelAt or below TCLPregulatory levelAt or below TCLPregulatory levelAt or below TCLPregulatory levelAt or below method-listed PQLs*NANANABelow action levelBelow action level

*PQLs = practical quantitation limits.

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1.8.3 Data Reporting, Deliverables, Review, and Validation

This section presents an overview of the required data reporting, deliverables, and validationprocedures for analytical data.

Reporting

Chemical data shall be of sufficient quality to determine disposal requirements for solid waste andverify the suitability of treated water for discharge to the chosen disposal option. Raw data are notrequired, but QC summary information is required for both organics and inorganics. EPA SW-846 orContract Laboratory Program (CLP) QC summary forms may be used to report analyses, althoughCLP methods will not be requested. CLP reporting procedures may be used for additional guidance.Report results for soil analyses on a dry weight basis.

Upon successful completion of the QA/QC process, submit data in final report form. This report willconsist of all pertinent sample and project information as originally provided with sample log-inmaterial. Also provide specific analytical notes and references.

Deliverables

Organics Data. In addition to the results for each sample and chains of custody, each analytical datapackage should include the following:

• A narrative report describing analytical problems encountered and corrective measures taken

• A QC summary containing surrogate, reagent blank, and matrix spike/spike duplicate recoveries,initial calibration, continuing calibration, instrument tuning, and performance information

• Raw sample analytical data, including sample chromatograms, spectra, quantitations, andcalculations (not required unless specifically requested)

• Data packages for standards used for each case of samples

Inorganics Data. In addition to results for each sample and chains of custody, each inorganics datapackage should include the following:

• Cover sheet listing the samples included in the report and narrative comments describing problemsencountered in analysis

• Analytical results for QC spikes, duplicates, standards, and preparation blanks, and for calibration,verification, and interference checks

• Tabulation of instrument detection limits determined in pure water solutions

• Raw data system printouts identifying calibration standards, calibration blanks, preparation blanks,samples, and any atypical dilution, duplicates, spikes, interference checks, instrument adjustments,or apparent anomalies in the measurement records (if specifically requested)

101695 5.04PM

Rev. No B

TCLP Data. The deliverable for TCLP data will be:

• Chains of custody for samples designated for TCLP analysis

• Soil pH preparation and analysis log

• TCLP preparation log (to include the leachate solution used, time TCLP extraction commenced,time TCLP extraction finished, and preservation method for TCLP samples)

• Final reported results for all parameters and QC summary forms for matrix spikes, duplicates,laboratory control samples, serial dilutions, inductively coupled plasma interference checks,continuing calibration verification, blank analyses, surrogate recoveries, and TCLP method blanksas appropriate

Data Review and Validation

Submit the data package within a prescribed time following sample receipt, and conduct a QA/QCcompliance review of the data. This review will consist of technical and administrative reviews of eachcase, sample, and sample fraction for compliance with contractually required ranges on measures ofprecision and accuracy. Data validation shall be performed, if required, by an independent organizationnot affiliated with the laboratory but contracted by the contractor.

For the QA/QC compliance review, examine data completeness, surrogate spike results, matrix spikeresults, duplicate sample results, blanks results, instrument calibration, performance results, andcalibration results. Determine acceptability or unacceptability separately for volatiles, semivolatiles,and inorganics using ranges specified in the contract.

Retain all QA/QC documentation and release the actual data tabulation and, if applicable, a cover sheetexplaining the reasons for rejecting the data. Issue a nonconformance report for rejected data.

Present all validated data showing default detection limits, tabulated concentrations, and reportingqualifiers. Develop a second set of tables showing positive results only. Report all standardsviolations, showing sample concentration, type of standard, and the standard value that was exceeded.



01450-1110469$ 5<MPM

PROCEDURE

FOR

SOIL SAMPLING

10

NO.

/Mf/*i*10/10/84

DATE

ORION

BB

REVISED TO MINIMIZE REFERENCE TO OTHER DOCUMENTS

ISSUED FOR USE

REASON FOR REVISION

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BY

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CHECK

OAK RIDGE OFFICE

ENVIRONMENTAL STANDARDS

JOS

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JOB NO. ORO-ENVSTD

Procedure

EP-008

SHEET 1

REV

1

OF 6

Job No.: ORO-ENVSTDProcedure No.: EP-008

Rev.: 1

CONTENTS

PAGE

1.0 SCOPE AND APPLICATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3

2.0 SUMMARY OF METHOD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3

3.0 EQUIPMENT REQUIRED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3

4.0 RESPONSIBILITIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3

5.0 OPERATION PROCEDURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3

6.0 SPECIAL PRECAUTIONS FOR TRACE CONTAMINANT SAMPLING . . . . . . . . . 46.1 Sampling Equipment Material And Decontamination . . . . . . . . . . . . . . . . 56.2 Soil Samples for Volatile Organic Compound (VOC) Analyses . . . . . . . . . . 56.3 Sample Mixing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 56.4 Sample Identification, Documentation and Handling . . . . . . . . . . . . . . . . . 6

7.0 HEALTH AND SAFETY GUIDELINES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6

8.0 QUALITY ASSURANCE/QUALITY CONTROL REQUIREMENTS . . . . . . . . . . . . 6

9.0 WASTE DISPOSAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6

10.0 REFERENCES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6

AM710/10*49 (1230pm)

Job No.Procedure No.

Rev.


ORO-ENVSTDEP-0081

This procedure applies to the collection of surface and subsurface soil samples for tracecontaminant analysis. Samples for geotechnical analyses need not meet the requirements for trace /\analysis sampling. —

2.0 SUMMARY OF METHOD

A variety of soil sampling tools, typically made of stainless steel, are available for collection ofsoil samples (i.g., hand augers, split spoons, coring devices, scoops, spoons, etc.). Boreholesfor subsurface soil samples may be advanced by hand boring devices (hand augers), portablepowered augers, drilling rig, or hammering equipment. This procedure primarily referenceshand augers but is applicable to other soil sampling equipment.

3.0 EQUIPMENT REQUIRED

A general list of the equipment needed for collecting soil samples is given below.

Stainless steel hand auger or other soil sampling device.Stainless steel spoon and bowl (or pyrex glass pan)Decontamination equipmentAluminum foil or plastic sheeting (for laying clean equipment on)Chemically resistant surgical gloves (i.e., rubber, vinyl, neoprene, etc.)Appropriate containers, tags/labels, and custody sealsChain-of-Custody record and log bookSample cooler, plastic baggies, & paper towelsHNU/OVA type detector (as appropriate per H&S plan)

4.0 RESPONSIBILITIES

It is the responsibility of the Project Manager or designee to obtain the sample in compliancewith this procedure and the FSP. It is also the responsibility of the Project Manager or designeeto follow all requirements for sample containers and holding times, maintaining chain-of-custody,and documenting field sampling activities as required by other procedures.

5.0 OPERATION PROCEDURE

All sampling equipment will be decontaminated in accordance with Environmental ComplianceBranch Standard Operating Procedures and Quality Assurance Manual (EPA 1991) prior tobeing used for collecting samples.

AMIUVUV49 C2:30ftB)


Rev.: 1

1. Stage all equipment and supplies on plastic sheeting or equivalent to prevent contact withpotentially contaminated surfaces (i.e., the ground). Don a new pair of chemically resistantgloves immediately prior to sampling.

2. a. For surface soil samples (i.e., 0-6", 0-12", etc.): using a stainless steel hand auger or othersoil sampling device (which has been decontaminated) auger or core into the material whichis being sampled, to the depth specified in the work plan, and retrieve the sample.

b. For subsurface soil samples: using a hand auger or other boring or drilling device (whichhas been decontaminated), advance the borehole to the appropriate sampling depth. Use adecontaminated hand auger or sampling device, such as a thin walled tube or split spoonsampler, to collect the sample. Prior to collecting the sample, remove and/or minimizecuttings/cavings from the bore hole to avoid collection of material that is not from thesampling interval. After retrieving the sampler, trim the upper portion of the sample toremove any cuttings or cavings that may be present with the sample.

3. Samples for VOC analysis shall be collected first, without mixing, and place directly intothe appropriate (septa lid) sample container from the sampling device (if possible), leavingno head space. Care should be taken when filling the container to disturb the sample aslittle as possible.

4. Place the remainder of the sample into a stainless steel or glass pan. Collection of plant orforeign material that is not part of the sample should be avoided. Continue this procedureuntil the appropriate volume of sample is obtained.

5. Except for VOC samples, samples must be mixed as thoroughly as possible to ensure thatthe sample is representative. Mix the soil in the pan by quartering the sample, mixing eachquarter, and mixing all quarters together as described in Section 5.4.

6. Fill and cap the remaining sample containers. Clean the exteriors of the containers toremove any potential residue. Label and custody seal appropriate.

7. Label or tag the containers as appropriate and custody seal. Place the containers in plasticbaggies and chill the samples on ice in a sample cooler (or equivalent) as soon as practicalfor storage and/or transport.

8. Document sampling activities, including sample depth and interval, in the field log book.

AM7UV1W49 (12:3<V») 4


Rev.: 1

6.0 SPECIAL PRECAUTIONS FOR TRACE CONTAMINANT SAMPLING

Some contaminants can be detected in the parts per billion and/or parts per trillion range.Extreme care must be taken to prevent cross-contamination of these samples. The followingprecautions shall be taken when trace contaminants are of concern:

• Stage sampling equipment and supplies on plastic sheeting or equivalent to prevent contactwith potentially contaminated surfaces. Don a new pair of disposable chemically resistantgloves immediately prior to sampling.

• Samples suspected of containing high concentrations of contaminants shall be placed inseparate plastic bags and shall not be stored with environmental samples.

• Sample collection activities shall generally proceed progressively from the suspected leastcontaminated area to the suspected most contaminated area when possible.

6.1 Sampling Equipment Material And Decontamination

All soil sampling equipment used for sampling for trace contaminants should be constructed ofstainless steel where possible. Pans used for mixing shall be made of stainless steel or glass. Inno case will painted, chromium, cadmium, or galvanized plated or coated equipment be used forsoil sampling operations. Plastic equipment should be generally avoided (except for inorganics).All paint, foreign matter, and excess rust must be removed from downhole soil samplingequipment and tools by sandblasting or other means before such equipment can be used fordrilling and collecting soil samples. All downhole equipment and materials will be protectedfrom sources of contamination prior to placing in hole. Sampling equipment shall be in goodrepair, stored and maintained in good working order.

6.2 Soil Samples for Volatile Organic Compound (VOC) Analyses

These samples shall be collected in a manner that minimizes loss of VOCs. The VOC samplemay be collected directly from the sampling device or immediately after the soil is emptied intothe pan. VOC samples are not mixed and should be containerized immediately upon retrievalwith minimum head-space in the sample bottle.

6.3 Sample Mixing

With the exception of VOC samples, it is extremely important mat the sample be mixed andhomogenized as thoroughly as possible to ensure that the sample is representative of the sampledmaterial. A common method of mixing is referred to as quartering. The sample in the samplepan is divided into quarters. Each quarter is mixed, then all quarters are mixed into the center ofthe pan. This procedure is followed several times until the sample is adequately mixed. If round

A«7KV1W49 (12JOf«) 5


Rev.: 1

bowls are used for sample mixing, adequate mixing is achieved by stirring the material in acircular fashion and occasionally turning the material.

Note: If samples are predominantly moist and clayey, it may be very difficult to produce ahomogenous mixture.

6.4 Sample Identification, Documentation and Handling

Documentation of sample identification, custody, and sampling activities, shall be in accordancewith Environmental Compliance Branch Standard Operating Procedures and Quality Assurance /^Manual (EPA 1991). At the time of collection, sample containers must be labeled, tagged or ' •*••'marked showing sample identification. Temporarily unmarked samples (in push tubes, mixingbowls, unlabeled jars, etc.) shall not be placed in the vicinity of other similar unmarked samples.Sample data can be invalidated if sample identification is not clear.

7.0 HEALTH AND SAFETY GUIDELINES

All health and safety requirements as listed in the site Health and Safety Plan will be met beforesampling can proceed. Equipment and supplies shall be handled and/or staged to avoid orminimize contact with potential contaminated surfaces (i.e. the ground). When handling onsitesoils, debris, or materials from off the ground, chemically protective gloves shall be worn.

8.0 QUALITY ASSURANCE/QUALITY CONTROL REQUIREMENTS

All provisions of the site Quality Assurance/Quality Control Plan shall be followed duringsampling activities, including collection of appropriate number and types of QC samples. Verifythat all equipment has been properly decontaminated prior to sampling, and after sampling verifythat samples are properly labeled and preserved, and the chain-of-custody forms are completed.

9.0 WASTE DISPOSAL

Spoils generated from sampling operations will be used to backfill the borehole or containerizedon site.

10.0 REFERENCES

EPA, Region IV, 1991. Environmental Compliance Branch Standard Operating Procedures and AQuality Assurance Manual, EPA/R04/SOP/NRN-9102, Athens, GA (February). / \

AITUVUV49 (12:30pB)

PROCEDURE

FOR

WATER SAMPLING

3

2

1

0

NO.

loin /«10/10/94

9/2/93

9/21/91

DATE

ORIGIN

BB

REVISED TO MINIMIZE REFERENCE TO OTHER DOCUMENTS

REVISED TO UPDATE/REWRITE SECTIONS 1-6

REVISED PUROMG PROCEDURE: SECTION 6.2.1

ISSUED FOR CUENT REVIEW

REASON FOR REVISION

#

/to*JDS

CD

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BY

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JB

CHECK

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JDS

BCM

BCM

SUPV

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BCM

BCM

PE

JOB NO. ORO-ENVSTD

Procedure

EP-016

SHEET 1

REV

3

OF 9

CONTENTS

Page

1.0 SCOPE AND APPLICATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3

2.0 SUMMARY OF METHOD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3

3.0 EQUIPMENT REQUIRED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33.1 SURFACE WATER SAMPLES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33.2 GROUNDWATER SAMPLES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3

4.0 RESPONSIBILITIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4

5.0 OPERATING PROCEDURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45.1 SURFACE WATER SAMPLING PROCEDURES . . . . . . . . . . . . . . . . . . . 45.2 GROUNDWATER SAMPLING PROCEDURES . . . . . . . . . . . . . . . . . . . . 5

5.2.1 Purging Wells . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 55.2.2 Sampling Groundwater from Wells . . . . . . . . . . . . . . . . . . . . . . . . . 7 *

5.3 SPECIAL PRECAUTIONS FOR TRACE CONTAMINANT SAMPLING . . . . . 8 |/\5.4 SAMPLE IDENTIFICATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 95.5 ALTERNATIVE GROUNDWATER SAMPLING METHODS . . . . . . . . . . . . 9

6.0 HEALTH AND SAFETY GUIDELINES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9

7.0 QUALITY ASSURANCE/QUALITY CONTROL REQUIREMENTS . . . . . . . . . . . . 9

8.0 WASTE DISPOSAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9

9.0 REFERENCES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9


Rev.: 3


This procedure applies to the collection of water samples from surface water or fromgroundwater for trace contaminants analysis. Site specific information, such as samplinglocations, should be defined in a site-specific work controlling document such as a FieldSampling Plan (FSP). Water quality measurements not considered trace analysis (e.g., pH,turbidity, TSS) need not meet requirements for trace contaminant samples.

2.0 SUMMARY OF METHOD

This method involves the collection of water samples from surface water or groundwater forchemical analysis. All sampling equipment shall be decontaminated in accordance with .Environmental Compliance Branch Standard Operating Procedures and Quality Assurance / \Manual (EPA 1991) prior to being used for collecting samples.

3.0 EQUIPMENT REQUIRED

3.1 SURFACE WATER SAMPLES

A general list of equipment needed for collecting surface water samples is given below:

• Stainless steel scoop or dipper (optional)• Sample containers• Preservatives• pH paper

3.2 GROUNDWATER SAMPLES

A general list of equipment needed for collecting groundwater samples is given below:

Teflon closed top bailerNylon ropePeristaltic, turbine, bladder, centrifugal, or appropriate type pump5-gallon plastic bucket (for determining volume of water purged)Drum or appropriate container for collecting purge waterPlastic sheetingpH/temperature meter |/\Conductivity meter —Water level meterSample tags or labels and custody seals

AWO.lW1W95 9-.24UB


Rev.

ORO-ENVSTDEP-0163

• Chain-of-Custody record and log book• Sample containers• Preservatives and pH paper A• Chemically resistant surgical gloves (i.e., rubber, vinyl, neoprene, etc.) / \

4.0 RESPONSIBILITIES

It is the responsibility of the Project Manager or designee to obtain the sample in compliance Awith this procedure. It is also the responsibility of the Project Manager or designee to follow |/ \requirements for sample containers and holding times, maintaining chain-of-custody, anddocumenting sampling activities as required by other procedures. ^

5.0 OPERATING PROCEDURES , A

5.1 SURFACE WATER SAMPLING PROCEDURES

The following procedures will be used to collect surface water samples.

1. Surface water samples to be collected from the same water body should be collectedsequentially from downstream to upstream sample locations if appropriate.

2. Surface water samples should be collected from the bank if possible. If the stream/creek/water body must be waded to collect samples, sample locations will be approached from thedownstream side to minimize bottom sediment disturbance, and the sample should becollected up stream of the body of the sampler. Water samples collected from a boat shallbe collected from the bow or upstream side of the boat, away from the motor, with extremecare taken to avoid contamination of the sample.

3. The sampler will use the sample container (preferred), a scoop, or approved sample deviceto retrieve the sample. Collection of floating debris and surface skim will be avoided. Ifsurface water is collected with the scoop, it will be immediately transferred to theappropriate sample containers. If the surface water is collected directly into samplecontainers, the mouth of the container will be facing in the upstream direction and thecontainer will be slowly submerged halfway beneath the surface of the water.

4. Subsurface water samples may be collected using a peristaltic pump with teflon tubingextended to the sampling depth, or a device designed for depth-specific sampling (if made ofthe appropriate materials). If using a peristaltic pump, organic samples (except for VOAs)should be collected using a sample bottle/vacuum set up. Teflon fittings are used to connecta teflon tube from the sample source to the bottle, and a second tube from the bottle to thepump. The pump then pulls a vacuum on the bottle and draws the sample into the bottle

AM0.1


Rev.

ORO-ENVSTDEP-0163

without contacting the pump. VOA samples shall not be collected from the vacuum bottle.VOA samples may be collected by crimping or capping the discharge end of the tube,retrieving the teflon tubing, and collecting the sample from the intake end of the tube.

5. Samples will be preserved as appropriate. The pH of samples will be checked by pouring asmall amount of the sample over pH paper to assure that enough preservative has beenadded (except in the case of volatile organics, see step 6).

6. Samples for volatile organic analysis (VOAs) will be collected first. If preserved, thepreservative will be added to the containers prior to sample collection, and the pH of thesesamples will NOT be checked. The container is completely filled to eliminate head space.After sample collection, the bottle cap is replaced and the container is checked for airbubbles. If an air bubble is present, additional water will be collected in the bottle cap andslowly poured into the vial to remove air bubbles. The container will be recapped and againchecked for air bubbles. This procedure will be repeated until air bubbles are not present.

7. Fill and cap the remaining sample containers. Clean the exteriors of the containers toremove any potential residue, and label/tag and custody seal as appropriate.

8. Place the containers in plastic baggies and chill the samples on ice in a sample cooler (orequivalent) as soon as practical for storage and/or transport.

5.2 GROUNDWATER SAMPLING PROCEDURES

The following procedures will be used to collect groundwater samples from monitoring wells andresidential wells. Plastic sheet will be laid down next to the well to place decontaminatedequipment on and keep the working area generally clean. Samples may be collected using ateflon bailer, a bladder or peristaltic pump, or existing plumbing.

5.2.1 Purging Wells

All wells will be purged, or in the case of newly installed wells, developed prior to collectinggroundwater samples. Purging a well removes the stagnant water which is not representative ofaquifer conditions.

1. Wells will be purged by pumping a minimum of three times the volume of stagnant orstanding water in the well, and purging shall continue until the temperature, pH, andconductivity of the purged water has stabilized. A well that is pumped dry prior to the threevolumes being removed is considered adequately purged. If possible, the well should NOTbe pumped dry to prevent the loss of volatile contaminants and sampling of water that hasbeen trapped in the sand pack.

AtW.l4:54fm


Rev.

ORO-ENVSTDEP-0163

2. Prior to purging, the volume of water in the well will be determined (if in-place plumbingexists, go to step 5). A weighted measuring tape or water level indicator will be used todetermine the depth to the top of water in the well. The total depth of the well will then bemeasured (well records may be used to determine total depth, but measurements should betaken occasionally to check for siltation). The tape/water level indicator will be lowereduntil ft reaches the bottom of the well and the depth measurement will be read to the top ofthe well casing. The measuring tape or well sounder will be decontaminated between eachwell.

3. The volume of water in the well will be determined by the following method:

• Subtract the depth to top of the water column from the total depth of the well to obtainheight (h) of the water column. Obtain the volume of water in the well by plugging thesevalues into the following formula:

V = 0.041 d*h

Where: h = height of water column in feetd = diameter of well in inchesV = volume of water in gallons

• Multiply this value by 3 to determine three well volumes.

4. The appropriate volume of water will be purged from the well by using either a pump or abailer. If using a pump, all wetted portions of the pump during pumping will bedecontaminated between each well and only a minimum length of the intake line will beplaced into the water column. If using a bailer, the bailer will be decontaminated betweeneach well. The well will be purged from the top of the water column downward to removeall stagnant water. The volume of water purged from the well will be determined by usingthe calibrated plastic bucket to initially catch purge water.

5. If in-place plumbing or dedicated pump exists, record available well information fromrecords, interviews, and examination of above ground well features. If the well is used tosupply water, determine frequency and most recent use if possible. If well volume is notknown, adequate purge of well will be based on stability of parameters.

AMUUVIVRS 4:J4f»

\


Rev.

ORO-ENVSTDEP-0163

6. During the purging process, the temperature, conductivity, and pH of the purge water withcorresponding purge volume and time, will be measured and recorded intermittently toensure that these parameters have stabilized prior to sampling.

7. Purged water may be disposed of or managed in accordance with the site FSP.

5.2.2 Sampling Groundwater from Wells

1. a. Sampling with a Bailer: Once the well has been purged, groundwater samples will becollected using a closed-top teflon bailer. The bailer should be attached to a teflonleader so that bailer rope will not be submerged in the water column when sampling.The leader is attached to nylon roping of sufficient length to reach the water column.The bailer shall be gently lowered and retrieved from the water column to avoidsuspension of sediments.

b. Bladder or Peristaltic Pump: Sample from the discharge end of the bladder pump. Ifusing a peristaltic pump, organic samples (except for VOAs) should be collected usinga sample bottle/vacuum set up. Teflon fittings are used to connect a teflon tube fromthe sample source to the bottle, and a second tube is connected from the bottle to thepump. The pump then pulls a vacuum on the bottle and draws the sample into thesample bottle without contacting the pump. VOA samples shall not be collected usingthe vacuum bottle. VOA samples may be collected by capping or crimping thedischarge end the tube, retrieving the teflon tubing, and collecting the sample from theintake end of the tube.

c. In Place Plumbing: The well should be sampled from a faucet or fitting nearest thewell. Photograph or sketch in the field log book, the location of the well and aboveground plumbing, including any tanks and filters, and the sampling location. Note thetype of piping and pump. For residential or water supply wells, record the name,address, and telephone number of the owner (if available).

2. Volatile organic samples will be collected first. For the collection of volatile samplesrequiring preservative, the preservative will be added to the containers prior to samplecollection, and the pH of these samples will NOT be checked. The container is completelyfilled to eliminate head space. After sample collection, the bottle cap is replaced and thecontainer is checked for ah* bubbles. If an air bubble is present, additional water will beslowly poured into the vial to remove air bubbles. The container will be recapped and againchecked for air bubbles. This procedure will be repeated until air bubbles are not present.

3. When using a bailer, all other sample containers should be filled by distributing the contentsof each bailer evenly among the remaining containers until they are filled.

AWO.lUV1I/95 4:MfB


Rev.

ORO-ENVSTDEP-0163

4. Containers will be capped and/or preserved as appropriate. The pH of preserved sampleswill be checked by pouring a small amount of the sample over pH paper (except for volatileorganic samples).

5. Clean the exteriors of the containers to remove any potential residue, and label/tag andcustody seal as appropriate.

6. Place the containers in plastic baggies and chill the samples on ice in a sample cooler (orequivalent) as soon as practical for storage and/or transport.

5.3 SPECIAL PRECAUTIONS FOR TRACE CONTAMINANT SAMPLING |/\"

Some contaminants can be detected in the parts per billion and/or parts per trillion range.Extreme care must be taken to prevent cross-contamination of these samples. The followingprecautions shall be taken when trace contaminants are of concern:

• Sampling equipment used for sampling for trace contaminants should be constructed ofglass, teflon, or stainless steel where possible. Plastic equipment should be generallyavoided except for inorganics. Sampling equipment and containers shall be protected fromsources of contamination prior to use.

• Stage sampling equipment and supplies on plastic sheeting or equivalent to prevent contactwith potentially contaminated surfaces. Don a new pair of disposable gloves immediatelyprior to sampling.

• Samples suspected of containing high concentrations of contaminants shall be placed inseparate plastic bags and shall no be stored with environmental samples.

• When sampling sediment and surface waters, the water sample should always be collectedbefore the sediment sample is collected.

• Sample collection activities should proceed progressively from the suspected leastcontaminated area to the suspected most contaminated area when possible.

• During groundwater level measurements, purging, and sampling, extreme caution shall beexercise to prevent contamination of the ground water.

• Some sample tags are equipped with wire ties. Wire ties can rust and/or contaminated theneck and threaded area of sample containers, and contaminate the sample. Therefore, wireties shall not be used.

AM0.1UV1S/M 43tf* 8


Rev.

ORO-ENVSTDEP-0163

5.4 SAMPLE IDENTIFICATION

Sample containers must be labeled, tagged or marked showing sample identification.Temporarily unmarked samples (in sampling devices, unlabeled jars, etc.) shall not be placed inthe vicinity of other similar unmarked samples. Sample data can be invalidated if sampleidentification is not clear. Documentation of the sample and sampling activity, and samplehandling, shall be in accordance with the pertinent FSP and procedures.

5.5 ALTERNATIVE GROUNDWATER SAMPLING METHODS

This procedure does not exclude alternative methods for collection of groundwater samples, suchas those utilizing vibratory drilling, cone penetrometers, and temporary well point installationwith portable power augers or hand augers. Use of alternative sampling methods must beapproved by the site manager and thoroughly documented in the field log book.

6.0 HEALTH AND SAFETY GUIDELINES

All health and safety requirements as listed in the site Health and Safety Plan will be met beforesampling can proceed. Equipment and supplies shall be handled and/or staged to avoid orminimize contact with potential contaminated surfaces. When handling onsite soils, debris, ormaterials from off the ground, chemically protective gloves shall be worn.

7.0 QUALITY ASSURANCE/QUALITY CONTROL REQUIREMENTS

All provisions of the site Quality Assurance/Quality Control Plan shall be followed duringsampling activities, including collection of appropriate number and types of QC samples. Verifythat all equipment has been properly decontaminated prior to sampling, and after sampling verifythat samples are properly labeled and preserved, and the chain-of-custody forms are completed.

8.0 WASTE DISPOSAL

Waste generated from sampling operations will be containerized and disposed of in accordancewith waste disposal regulations.

9.0 REFERENCES

EPA, 1991. Environmental Compliance Branch Standard Operating Procedures and QualityAssurance Manual, EPA/R04/SOP/NRN-9102 Athens, GA (February).

IA

AMUUV1W5 9-.!


FOR

DISPOSAL OF CONSTRUCTION MATERIALS

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REV.

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DATE

ORIGIN

BAPC-OH


REVISIONS

SPECIFICATION

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REV. B

Sheet 1 of 6

Rev. No. B

CONTENTS

PagePARTI-GENERAL............................................................................................................!

1.1 INTRODUCTION...............................................................................................11.2 SCOPE AND APPLICATION............................................................................11.3 CODES AND STANDARDS.............................................................................11.4 SUBMnTALS....................................................................................................!

PART 2-PRODUCTS..........................................................................................................22.1 EQUIPMENT..........................................................................................:...........22.2 MATERIAL ........................................................................................................2

PART3-EXECUTION........................................................................................................23.1 FINAL SAMPLING AND ANALYSIS OF CONSTRUCTION MATERIAL .2

3.1.1 WastewaterSampling.................................................................................33.1.2 Solid Waste Sampling.................................................................................3

3.2 REMOVAL OF CONSTRUCTIONMATERIAL....................................... .....33.2.1 Removal of Wastewater..............................................................................33.2.2 Removal of Solid Waste.............................................................................4

3.3 DISPOSAL OF CONSTRUCTION MATERIAL...................... .................... 43.3.1 Disposal of Wastewater..............................................................................43.3.2 Disposal of Solid Waste..............................................................................4

A366.doc928AM

Rev. No B

SECTION 01460


PART 1 - GENERAL

1.1 INTRODUCTION

This specification provides guidelines for the sampling and analysis, removal, and disposal ofconstruction material. It is intended to be used in conjunction with other specifications and withSection 01000, Technical Specification for Summary of Work, which lists the specific servicesrequired. Sample and analyze the accumulated construction materials only upon completion of theremoval of the known contamination. Dispose of the construction material based on the analysis ofthe samples.

13. SCOPE AND APPLICATION

Construction materials (waste streams) mat are expected to be generated during the execution ofthis specification include, but are not limited to, the following sources:

• Haul roads (gravel, soil, and geotextile)• Oversized material (larger man 2 in.)• Dewatering pad (concrete and wedgewater media)• Sediments from retention basin tank• Sediments from decontamination facility• Decontamination facility (gravel pad, geotextile, and geomembrane liner)• Water generated during decontamination, dewatering, process treatment operation,

transportation activities, and stormwater collection

U CODESAND STANDARDS

Perform sampling, analysis, transportation, disposal, and related services in accordance with theregulatory requirements in Section 01060, Technical Specification for Regulatory Compliance.

Execute work in accordance with applicable codes and standards. Identify any additional codesand standards mat apply to mis work.

1.4 SUBMTTTALS

Engineering documentation requirements are listed on the Contractor Submittal RequirementsSummary, Attachment A of Section 1305, Technical Specification for Submittal Procedures.These requirements are augmented by detailed requirements listed herein. The contractadministrator will determine whether documentation is complete as submitted by the contractorand reserves the right to disapprove and require the resubmittal of any schedules, methods,equipment, plans, drawings, or other submittals that do not meet the specified requirements.

«**.1M7/95 928AM

Rev. No. B

PART2-PRODUCTS

2.1 EQUIPMENT

Provide all necessary equipment to perform the work addressed in this specification.

2.2 MATERIAL

Provide all necessary materials required to perform the work addressed in this specification.Some of the materials required are:

• Sampling materials- Sample collection equipment- Sample containers- Chain-of-custody forms- Sample coolers- Ice substitute

• Transportation materials- Placards- Manifests- Strong, tight containers

See Section 01450, Technical Specification for Contractor Chemical Data Quality Control, forappropriate sampling procedures and equipment See Section 02130, Technical Specification forMaterial Handling for onsite transportation regulations and requirements and Section 02135,Technical Specification for Offsite Transportation.

PART 3 - EXECUTION

Do not perform the final sampling and analysis of the solid construction material until thecontaminated areas have been excavated and contaminated soil has been transported offsite.Discharge wastewater daily, but only after it has been sampled daily and found to be within thecriteria in Section 13200, Technical Specification for Wastewater Treatment. Based on theanalytical results of the sampling, remove and transport the construction material to the appropriatedisposal facility. Execute this specification in a manner mat minimizes rework and the possibilityof recontaminating any area.

3.1 FINAL SAMPLING AND ANALYSIS OF CONSTRUCTION MATERIAL

Perform sample collection to obtain the most representative samples possible. Include thegeotextile, geomembrane, or plastic liners in the samples for associated waste streams.

1WI7/95 92SAM

Rev No B

3.1.1 Wastewater Sampling

Collect water from the decontamination facility, dewatering and screening treatment, andstormwater collection, and hold in the retention basin. Initially, collect three representativesamples, and then one sample daily, from the retention basin from randomly selected locations andanalyze in accordance with the criteria in Section 01450, Technical Specification for ContractorChemical Data Quality Control. Based on the analytical results for these samples, discharge thewater or treat it to meet the discharge criteria provided in Section 13200, Technical Specificationfor Wastewater Treatment, and men discharge. Discharge options include discharge into FieldsBrook by permit, to a publicly owned treatment works, or to an industrial disposal facility.

3.1.2 Solid Waste Sampling

Collect one representative sediment/solid sample from each of the decontamination areas and thedewatering bed and analyze in accordance with the criteria found in Section 01450, TechnicalSpecification for Contractor Chemical Data Quality Control.

Assuming mat the transportation and decontamination procedures are followed, the haul roads willbe relatively free of contamination; however, mis must be shown by analytical testing. Sample thehaul roads at two randomly selected distances (between 1 and 1,000 ft), west of where haul roadscross city or state roads. Also take two haul road samples west of the treatment site. This willresult in a total of 12 haul road samples. Take the samples from random areas (e.g., right, left, orcenter) of the haul road, and include the geotextile in the samples. If any of the haul road samplesshow contamination, men more sampling may be required to pin-point the exact location of thecontamination.

• If any sample is found to contain poh/chlorinated biphenyls (PCBs) at greater than 50 mg/kg,transport the corresponding waste stream to __________.

• If any sample exceeds the regulatory limit for any of the toxicity characteristic leachingprocedure (TCLP) compounds and contains less man 50 mg/kg of PCBs, then transport thecorresponding waste stream to ___________.

• If any sample is found to contain less man 50 mg/kg of PCBs and less than the regulatory limitof TCLP compounds, men transport the corresponding waste stream to ___________.

3.2 REMOVAL OF CONSTRUCTION MATERIAL

3.2.1 Removal of Wastewater

Collect water from the decontamination facility, dewatering and screening treatment, andstormwater collection, and hold it in the retention basin.

A366-0.\0nim 928AM

Rev. No B

3.2.2 Removal of Solid Waste

.emove the solid waste from the dewatering bed and decontamination pad upon receiving thesample analytical results.

.3.3 DISPOSAL OF CONSTRUCTION MATERIAL

3 J.I Disposal of Wastewater

Treat the wastewater contained in the retention basin to meet the discharge criteria provided inSection 13200, Technical Specification for Wastewater Treatment Discharge into FieldsBrook by permit, to a publicly owned treatment works, or to an industrial water treatmentfacility.

3.3.2 Disposal of Solid Waste

Dispose of the solid waste from the dewatering bed and decontamination pad based on thecriteria given in Section 3.1.2 of mis specification and transport to the appropriate disposalfacility. Decontaminate the oversized material collected from the screening and dewateringprocess and transport it to ________.

10/17/95 931AM


FOR

DUST CONTROL




FOR

DUST CONTROL

BAPC-OH

JOB NO. 22257-010

SECTION

01480

REV. A

Sheet 1 of

Rev No A

CONTENTS

Page

PART 1 - GENERAL............................................1.1 DESCRIPTION..................................................................................,.....................................!1.2 REFERENCES.....................................................................................,,,,,..,.....,.....,..,.,,!1.3 SUBMrrTALS..............................,....,....,.,................,,,,.,,,,,,,,,,,,,,,,,,,,,,,,,^

PART 2 - PRODUCTS...............,......................,.........,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 12.1 MATERIALS .......................................,.........,...,,,,,,,,„„,,,,,,,,„,,,,,,,,„„. 12.2 EQUIPMENT................................................................................................................. 1

PART3 -EXEOmON....................................__^

3.2 CONTROLS................................,......,..........,.........,...,,...,,.,,,,,,,,,,,,,,,,,,,,,,,!

A354.doc09/15/55 4:29 PM

Rev No A

PART 1 - GENERAL

1.1 DESCRIPTION

1.2 REFERENCES

13 SUBMITTALS

PART2-PRODUCTS

2.1 MATERIALS

23, EQUIPMENT

PART3-EXECUTION

3.1 GENERAL

33 CONTROLS

SECTION 01480

DUST CONTROL

A354.doc09/15/93 4:29 PM

01480-1


FOR

SPILL PREVENTION AND CONTROL

A

REV.1/tt/1f

DATE

ORIGIN

BAPC-OH


REVISIONS

SPECIFICATION

FOR


U4BY

&A-CHECK SUPV

MMPE

JOB NO. 22257-010

SECTION

0149!

REV. A

Sheet 1 of 3

Rev. No. A

CONTENTS

Page

PARTI-GENERAL..............................................................................................................................!1.1 DESCRIPTION......................................,............................................................................!1.2 REFERENCES..........,............,...................,.,..................,....,...,...........................,.......!1.3 SUBMTTTALS.................................................................................................................... 1

PART2 -PRODUCTS (Not Applicable),,,,,,,,,,,,,,,,,.,,,,,.,,,,,,,,,,,............................ 1

PART 3 - EXECUTION......................................................................................................................... 13.1 SPHX CONTROL EQUIPMENT,..,,..,,,,,.......,.,,,,,,,............................................ 13.2 TRAINING,..,,,,....,.,,,,,,,,,.,,,,,,,,,,,,,,,,,,,,,,,....................................... 13.3 REPORTING AND RECORD KEEPING.,,,.,,,,,,,,,,,,,,,,,,,,,,,,,................. 13.4 ARRANGEMENTS.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,-!

\A344.doc09/15/958:51 AM

Rev. No. A

SECTION 01495


PART 1 - GENERAL

1.1 DESCRIPTION

1.2 REFERENCES

13 SUBMITTALS


PART 3 - EXECUTION

3.1 SPILL CONTROL EQUIPMENT

3.2 TRAINING

3.3 REPORTING AND RECORD KEEPING

3.4 ARRANGEMENTS

01495-1A344doc09/15/958:51 AM


FOR

TEMPORARY CONSTRUCTION FACILITIES

A

REV.ihfhfDATE

ORIGIN

BAPC-OH


REVISIONS

SPECIFICATION

FOR


4*>3JBY

0trCHECK SUPV

MMPE

JOB NO. 22257410

SECTION

01510

REV. A

Sheet 1 of 4

Rev. No. A

CONTENTS

Page

PARTI-GENERAL..............................................................................................................................!1.1 GENERAL REQUIREMENTS............................................................................................ 1

1.1.1 SitePlan...................................................................................................................... 11.1.2 Identification of En^jloyees.......................................................................................... 11.1.3 Employee Parking........................................................................................................!

1.2 AVAILABILITY AND USE OF UTILITY SERVICES..................................................... 11.2.1 Payment for Utility Services........................................................................................!1.2.2 Meters and Temporary Connections........................................................................-..!1.2.3 Advance Deposit......................................................................................................-...!1.2.4 Final Meter Reading....................................................................................................!1.2.6 Telephone....................................................................................................................!

1.3 BULLETIN BOARD, PROJECT SIGN, AND PROJECT SAFETY SIGN....................... 11.3.1 Bulletin Board..............................................................................................................!1.3.2 Project and Safety Signs.............................................................................................. 1

1.4 PROTECTION AND MAINTENANCE OF TRAFFIC.............................................:........ 11.4.1 Haul Roads..................................................................................................................!1.4.2 Barricades....................................................................................................................!

1.5 CONTRACTOR'S TEMPORARY FACILITIES................................................................ 11.5.1 Administrative Field Offices........................................................................................11.5.2 Storage Area................................................................................................................!1.5.3 Supplemental Storage Area..........................................................................................!1.5.4 Appearance of Trailers.................................................................................................21.5.5 Maintenance of Storage Area................,......................................................................21.5.6 New Building...............................................................................................................21.5.7 Security Provisions......................................................................................................2

1.6 GOVERNMENT FIELD OFFICE.......................................................................................21.1.6 Resident Engineer's Office..........................................................................................21.6.2 Trailer-Type Mobil Office............................................................................................2

1.7 PLANT COMMUNICATION .............................................................................................21.8 TEMPORARY PROJECT SAFETY FENCING.................................................................21.9 CLEANUP............................................................................................................................21.10 RESTORATION OF STORAGE AREA...........................................................................2

PART 2 - PRODUCTS (Not Apphcable)................................................................................................2

PART 3 - EXECUTION (Not Apphcable)..............................................................................................2

349.doc09/14/95 3:29 PM

Rev. No. A

SECTION 01510


PART 1 - GENERAL

1.1 GENERAL REQUIREMENTS

1.1.1 Site Plan

1.1.2 Identification of Employees

1.13 Employee Parking

1.2 AVAILABILITY AND USE OF UTILITY SERVICES

1.2.1 Payment for Utility Services

1.2.2 Meters and Temporary Connections

1.23 Advance Deposit

1.2.4 Final Meter Reading

1.2.6 Telephone

13 BULLETIN BOARD, PROJECT SIGN, AND PROJECT SAFETY SIGN

13.1 Bulletin Board

13.2 Project and Safety Signs

1.4 PROTECTION AND MAINTENANCE OF TRAFFIC

1.4.1 Haul Roads

1.4.2 Barricades

1.5 CONTRACTOR'S TEMPORARY FACILITIES

1.5.1 Administrative Field Offices

1.5.2 Storage Area

1.53 Supplemental Storage Area

01510-1349.doc09/14/95 3:29 PM


FOR

SECURITY




FOR

SECURITY

JOB NO. 22257-010

SECTION

01340

REV. A

BAPC-OH Sheet 1 of

Rev. No. A

CONTENTS

Page

PART 1-GENERAL.............................................................................................................................. 11.1 DESCRIPTION......................,.....................................................................,.....................!1.2 REFERENCES,..,....,.....,..,,,,,,,,,,,,,,,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.!1.3 SUBMTITALS.,,,..,,,,,,..,.,,,,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,!

PART2-PRODUCTS (Not Applicable).,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,!

PART3-EXECUTION......................................................................................................................... 13.1 SITE SECURITY ......,..,,..,„„,,„,,,.,,„,,,.,„„,,,„,,,,,,,,,,,„,,,,„,.,,,,,,,!3.2 SITE SURVEILLANCE,,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 13.3 PERSONNEL IDENTIFICATION..,,,.,,,.,,,,,.,,....................................................... 13.4 ENTRANCE CONTROL,,,.,,,,,..,,,,,,,,,,,,,,,,,,,,,,,,.................................. 13.5 TRAFFIC CONTROL.,,,,.,,...,,,,................................................................................. 1

11A351.doc09/15/95 11:55 AM

Rev. No. A

SECTION 01540

SECURITY

PART 1 - GENERAL

1.1 DESCRIPTION

1.2 REFERENCES

1.3 SUBMITTALS


PART 3 - EXECUTION

3.1 SITE SECURITY

3.2 SITE SURVEILLANCE

33 PERSONNEL IDENTIFICATION

3.4 ENTRANCE CONTROL

3.5 TRAFFIC CONTROL

01540-1A351.doc09/15/95 11:55 AM


FOR

PROJECT CLOSEOUT

A

REV.////*T

DATE

ORIGIN

BAPC-OH


REVISIONS

SPECIFICATION

FOR

PROJECT CLOSEOUT

jLrt>4BY

&*CHECK SUPV

JfiftsPE

JOB NO. 22257-010

SECTION

01700

REV. A

Sheet 1 of 3

Rev. No. A

CONTENTS

Page

PARTI -GENERAL.............................................................................................................!

PART 2 -PRODUCTS...........................................................................................................!2.1 PROJECTRECORDS...................................................................... ...................... 12.2 AS-BUILT DRAWINGS ....................................................................................... 1

3.1 CONTRACT CLOSE-OUT...................................................................................!

A328.doc09/15/95 11:48 AM

Rev. No. A

SECTION 01700

PROJECT CLOSEOUT

PART 1 - GENERAL

PART 2-PRODUCTS

2.1 PROJECT RECORDS

2.2 AS-BUILT DRAWINGS

PART 3 - EXECUTION

3.1 CONTRACT CLOSE-OUT

A328.doc09/15/95 11:48 AM

01700-1

o«40*2^a

DIVISION 02000 - SITE WORK

02001 Site Preparation

02010 Clearing and Grubbing

02110 (key) Earthwork

02120 (key) Stream Diversion

02130 (key) Material Handling

0213 5 Offsite Transportation

02140 (key) Dewatering Bed

02145 (key) Screening of Sediments

02271 Erosion Control

02500 Site Restoration

A367.doclOfl 1/95 627PM


FOR

SITE PREPARATION

A

REV.¥//i/*f

DATE

ORIGIN

BAPC-OH


REVISIONS

SPECIFICATION

FOR

SITE PREPARATION

4*sJBY

4*CHECK SUPV

JtySPE

JOB NO. 22257-0 10

SECTION

02001

REV. A

Sheet 1 of 4

Rev. No. A

CONTENTS

Page

PART 1 - GENERAL.........1.1 DESCRIPTION.1.2 DEFINITIONS.

1.4 SUBMTTTALS.

PART2-PRODUCTS..........................................................................................................!2.1 GEOTEXULE.................................................................................................... 12.2 FILL SOILS........................................................................................................12.3 AGGREGATES.................................................................................................. 12.4 EROSION CONTROLS.....................................................................................!2.5 SEDIMENTATION CONTROLS.................................................................... 1

PART3-EXECUTION........................................................................................................13.1 CLEANUP............................................................................................................!3.2 EXCAVATION OF CONTAMINATED SURFACE SOILS IN FACILITY

AREAS..................................................................................................................!3.3 DEMOLITION.....................................................................................................!3.4 LAYDOWN AREAS..........................................................................................3.5 PRETREATMENTAREAS...............................................................................

v 3.6 HAUL/ACCESS ROADS...................................................................................3.7 RETENTIONPONDS........................................................................................3.8 DECONTAMINATION FACILITIES.............................................................

3.8.1 Decontamination Pad................................................................................3.8.2 Wheel Wash system....................................................................................2

3.9 RUN ON AND RUN OFF CONTROL................................................ 23.9.1 Grading.......................................................................................................23.9.2 Hydraulic Analysis......................................................................................23.9.4 Hydraulic Structures...................................................................................23.9.5 Erosion Control...........................................................................................23.9.6 Sedimentation Control Structures..............................................................^

A318.doc9/18/95 9:54 AM

Rev No A

SECTION 02001

SITE PREPARATION

PART 1 - GENERAL

1.1 DESCRIPTION

1.2 DEFINITIONS

L3 REFERENCES

1.4 SUBMITTALS

PART2-PRODUCTS

2.1 GEOTEXTILE

2.2 FILL SOILS

23 AGGREGATES

2.4 EROSION CONTROLS

2.5 SEDIMENTATION CONTROLS

PART 3 - EXECUTION

3.1 CLEANUP

32 EXCAVATION OF CONTAMINATED SURFACE SOILS IN FACILITY AREAS

33 DEMOLITION

3.4 LAYDOWN AREAS

3.5 PRETREATMENT AREAS

3.6 HAUL/ACCESS ROADS

3.7 RETENTION PONDS

3.8 DECONTAMINATION FACILITIES

3.8.1 Decontamination Pad

A318.doc9/18/95 9:54 AM

02001-1

TECHNICAL SPECIFICAHON

FOR

CLEARING AND GRUBBING




FOR


BAPC-OH

JOB NO. 22257-010

SECTION

02010

Shed I of 3

REV. A

Rev. No. A

CONTENTS\

Page

PARTI-GENERAL.............................................................................................................1

PART 2-PRODUCTS (Not Applicable)...............................................................................!

PART3 -EXECUTION....................................................,...............................................,..!3.1 CLEARING,....,.....,,,,,...,.,.,.,....,.,,,..,,,....,.,,,.,,,,....,,,,.,,,.....,,!3.2 CHIPPING,,,.,,,,,,,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,13.3 DISPOSAL OF CLEARED AND GRUBBED MATERIAL................................ 13.4 PRESERVATION OF PROPERTY......................................................................1

A3 29 doc09/14/95 331PM

Rev. No. A

SECTION 02010


PART 1 - GENERAL


PART 3 - EXECUTION

3.1 CLEARING

3.2 CHIPPING

3.3 DISPOSAL OF CLEARED AND GRUBBED MATERIAL

3.4 PRESERVATION OF PROPERTY

02010-1A329.doc09/14/95 3 M PM


FOR

EARTHWORK

BA

REV.

J6/l*lf£9/22/95

DATE

ORIGIN

BAPC-OH


REVISIONS

SPECIFICATION

FOR

EARTHWORK

/e*-SBH

BY

>eWRB

CHECK

^0tfNDA

SLTV PE

JOB NO. 22257-010

SECTION

02110

REV. B

Sheet 1 of 11

Rev. No. B

CONTENTS

Page

PARTl-GENERAL..............................................................................^1.1 INTRODUCTION........................................................................................................... 11.2 SCOPE AND APPLICATION..................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11.3 CODES AND STANDARDS ..................................................................................... 21.4

PART 2 -PRODUCTS ...................................................................................................................... 32.1 RIPRAP..................................................................... ...................................................... 32.2 GROUT........................................................................................................................... 32.3 GENERAL FILL AND BACKFILL.................................. ... . . . . . ..................................... 32.4 CLAY..............................................................................................................................42.5 CRUSHED STONE FOR HAUL ROADS................................. . . . . . . . . . . . . . . . . . . . . . . . . 4

PART 3 -EXECUTION ............................................................................................................... .....53.1 PRE-EARTHWORK EVALUATION............................................. ..................... ....... 53.2 EROSION AND SEDIMENT CONTROL..................................................................... 53.3 DUST CONTROL................................................. .......................................................... 53.4 CLEARING AND GRUBBING ................................................................................ .....53.5 STREAMDIVERSION .............................................................................................. ....53.6 EXCAVATION OF CONTAMINATED MATERIAL................................................. 53.7 EXCAVATION OF UNCONTAMINATED MATERIAL............................................. 63.8 TRENCHING EXCAVATION........................................................................ ............... 73.9 SHORING AND SLOPES .............................................................................................. 83.10 ONSITE TEMPORARY STORAGE OF CONTAMINATED MATERIALS .. . . . . . . . . . . . 83.11 SUBGRADE PREPARATION............................... .................. .................................. 83.12 RIPRAP PLACEMENT ................................................................................................ 83.13 FILL AND BACKFILL PLACEMENT.............................. ........................................ ..9

A350.doc10/18/95 11:06 AM

Rev. No. B

SECTION 02110

EARTHWORK

PART 1 - GENERAL

1.1 INTRODUCTION

This specification provides technical requirements for earthwork materials and services. Not allmaterials and services defined herein are necessarily required. See Section 01000, TechnicalSpecification for Summary of Work, for the specific materials and services required. Work mayinclude, but is not limited to:

• Developing the detailed earthwork plans• Furnishing equipment, labor, supervision, supplies, and materials• Executing design drawings


Earthwork materials and services are described in this specification. Earthwork materials include:

• Riprap• Grout• General fill• Structural fill• Trench backfill• Crushed stone

Earthwork services include:

• Excavation• Shoring• Stockpiling• Subgrade preparation• Filling and backfilling• Riprap placement• Material testing

Support activities related to earthwork are described in other specifications and may include:

• Site reconnaissance• Surface water and groundwater controls• Clearing and grubbing• Protection of utilities and other existing features• Surveying• Environmental controls

02HO-110/18/95 1106AM

Rev. No. B


Provide materials and services in accordance with the following requirements. These codes andstandards are the intended and acceptable level of quality for materials and services. Use the latestrevision of the references in effect at the time of contract award. Identify any additional codes andstandards that apply to mis work. See also Section 01060, Regulatory Compliance


ASTM D 422 Particle Size Analysis of Soils

ASTM D 1557 Moisture-Density Relations of Soils and Soil-Aggregate Mixtures Using10-lb. (4.54-kg) Hammer and 18-in. (457-mm) Drop

ASTM D 2922 Density of Soil and Soil Aggregate In-Place by Nuclear Methods

ASTM D 3017 Water Content of Soil and Rock in Place by Nuclear Methods (ShallowDepth)

ASTM D 4253 Maximum Index Density for Cohesionless Soils

ASTM D 4254 Minimum Density Index of Soils and Calculation of Relative Density

ASTM D 4318 Liquid Limit, Plastic Limit, and Plasticity Index of Soils

DEPARTMENT OF ARMY ENGINEERING MANUAL (DOA EM)

DOA EM 110-2-1906 Appendix 7, Paragraph 7

OCCUPATIONAL SAFETY AND HEALTH (OSHA)

29 CFR 1926, Subpart P Excavation, Trenching, and Shoring

STATE DEPARTMENT OF TRANSPORTATION (DOT)

DOT Construction and Material Specifications

1.4 SUBMITTALS

Engineering documentation requirements are listed on the Contractor Submittal RequirementsSummary, Attachment A of Section 01305, Technical Specification for Submittal Procedures. Theserequirements are augmented by detailed requirements listed herein. The contract administrator (CA)will determine whether documentation is complete as submitted by the contractor and reserves the rightto disapprove and require the resubmittal of any schedules, methods, equipment, plans, drawings, orother submittals that do not meet the specified requirements.

02110-21 (VI8/95 1106AM

Rev. No B

PART 2 -PRODUCTS

2.1 RIPRAP

Provide riprap that is:

• Hard, durable, and angular in shape• Resistant to weathering and water action• Free from overburden, spoil, shale, slate, and organic material• Composed primarily of larger stone sizes but with a sufficient mixture of other sizes to fill the

smaller voids between the stones• Sized with a maximum dimension less than or equal to four times minimum dimension• Sized with djo as shown on design drawings• Sized for maximum diameter 1.5 times the d30 size

Submit a certificate of compliance.

2.2 GROUT

Provide grout that is:

• Portland cement, sand, and water, mixed one part cement and three parts sand• Conforming to state DOT requirements

23 GENERAL FILL AND BACKFILL

Provide general fill having.

• No deleterious substances such as expansive clay, snow, ice, frozen soil, rubbish, refuse, brush,roots, and organic, perishable, or incompatible materials

• Plasticity index not less than 10

• Liquid limit not less than 40 nor greater than 55

• Classification GN, GP, SW, SP, GC, GM, ML, or CL using Unified Soil Classification

• Gradation: Sieve Size % Passing by Weight3 in (75 mm) 100

No. 4 (4.75 mm) 70-100No. 10 (2 mm) 55 - 95

No. 40 (425 Mm) 30 - 70No. 200 (75 urn) 0-35

02110-3IO/II/9S 11:06 AM

Rev. No. B

Submit the following documentation for each 5,000 yd3 of fill:

Location of borrow sourceGradation by ASTMD 422Plasticity index by ASTM D 4318Liquid limit by ASTM D 4318Soil classification by Unified Soil Classification

2.4 CLAY

Provide clay with the following characteristics:

• Hydraulic conductivity of 1 x 10"7 cm/s or less based on DOA EM 110-2-1906, Appendix 7,paragraph 7

• Plasticity index of 10 to 35

• Liquid limit not less than 40 nor greater than 60

• Classification CH or CL using the Unified Soil Classification

• Clod size <2 in.

• Uniform grain size with a minimum of 20 percent passing a No. 200 sieve

Submit the following documentation for each 5,000 yd3 of fill:

Location of borrow sourceGradation by ASTM D 422Plasticity index by ASTM D 4318Liquid limit by ASTM D 4318Soil classification by Unified Soil Classification

2.5 CRUSHED STONE FOR HAUL ROADS

Provide crushed stone having the following characteristics:

• Clean, durable fragments of rock of uniform quality, reasonably free from thin or elongated pieces

• Free from topsoil and other organic material

• Conforming to state DOT requirements

Id/IMS 11:06 AM

Rev. No. B

• Gradation: Sieve % Passing by Weight2 in. (50mm) 100

1 in. (25.0mm) 70-1003/4 in. (19.0 mm) 50 - 90No. 4 (4.75 mm) 30 - 60No. 30 (600 pm) 9 - 33No. 200 (75 urn) 0 -13

Submit a certificate of compliance.

PART3-EXECUTION

3.1 PRE-EARTHWORK EVALUATION

Perform a pre-earthwork evaluation. Carefully examine the work area to identify any preexistingconditions (e.g., overhead power lines, access) that could affect the work, in accordance withSpecial Clause 1, Site Conditions.

3.2 EROSION AND SEDIMENT CONTROL

Prevent potentially contaminated material from being eroded or otherwise transported into anuncontaminated area or an area that has a lower level of contamination. Control erosion inaccordance with Section 02271, Technical Specification for Erosion Control and design drawings.

3.3 DUST CONTROL

Control dust in accordance with Section 01480, Technical Specification for Dust Control.

3.4 CLEARING AND GRUBBING

Perform clearing and grubbing in accordance with Section 02010, Technical Specification for Clearingand Grubbing and the design drawings.

3.5 STREAM DIVERSION

Perform stream diversion in accordance with Section 02120, Technical Specification for StreamDiversion and the design drawings.

3.6 EXCAVATION OF CONTAMINATED MATERIAL

Excavate contaminated material in the following sequence:

• Define and isolate excavation areas in accordance with the design drawings• Construct haul roads in accordance with the design drawings• Perform excavation to the lines and grades indicated on the design drawings

02110-510/11/95 Mfl6AM

Rev. No. B

• Load contaminated material in accordance with Section 02130, Technical Specification forMaterial Handling

Transport and place excavated materials in areas indicated on the design drawings.

Use a toothless cutting edge to prevent spread of contamination.

Separate rocks that are 6 in. or greater in any dimension from other material. Decontaminate rocksby removing soil material by scrapers and brushes. Leave decontaminated rocks in the excavationarea.

Perform excavation to conform to the profiles shown on the design drawings.

Position heavy equipment and stockpiles outside the edges of excavation at a distance equal to orgreater than the full depth of the excavation.

Remove all contaminated materials encountered regardless of nature (e.g., soils, concrete, rock,asphalt, stumps, rubbish) to the lines, grades, and elevations indicated on the design drawings.

Perform earthwork in a manner that prevents the spread of contamination. Excavate in thedirection of surface runoff (i.e., from higher to lower elevation). Clean up any contaminationspread through the improper execution of this contract without any additional cost.

In the event of encountering highly contaminated material (e.g., drums, free waste material), refer tothe emergency response section of the site safety and health plan and Section 01495, TechnicalSpecification for Spill Control. Perform at least the following steps:

• Contain the release of contaminants if possible• Stop work• Notify the safety and health officer and CA of the finding• Assess the situation on a case-by-case basis• Submit to the CA for review the proposed action• Before restarting work, brief the field crew of any changes

Ensure mat containers, overpacks for drums, absorbents, and other appropriate material are available atthe site.

Include in the proposed action at least the means to retrieve, temporarily store onsite, and characterizemis material and affected surrounding soil.

3.7 EXCAVATION OF UNCONTAMINATED MATERIAL

Perform excavation to conform with plans and details shown in the design drawings. Executeexcavation in the following sequence:

02110'6\OI\V9i 11:06 AM

Rev. No B

• Define area in accordance with the design drawings• Construct haul roads in accordance with the design drawings• Excavate to the lines and grades indicated on the design drawings

Transport and place excavated materials in areas indicated on the design drawings.

Perform grading to conform to the typical sections shown on the design drawings.

Position heavy equipment and stockpiles outside the edges of excavation at a distance equal to orgreater than the full depth of the excavation.

3.8 TRENCHING EXCAVATION

Perform trenching to the lines and grades indicated on the design drawings.

Stockpile material for backfilling at a distance from the banks of the trench greater than or equal toone-half of the depth of the excavation, but no closer than 2 ft.

Remove from the site excavated material that is not required or not satisfactory for backfill.

Keep the excavation in a dry condition. Perform grading in a manner to prevent surface waterfrom flowing into the excavation.

Excavate bell holes as necessary to point bearing.

Remove stones of 2 in. or greater in any dimension.

Cut edges of pavement in a uniform straight line.

Use plastic marking tape. Install warning tapes directly above the pipe.

Do not completely backfill trenches for new piping until the required pressure and leakage testshave been performed and the piping system as installed conforms to the specifications anddrawings.

Place backfill around and over pipes in layers not exceeding a 6-in. thickness up to approximately 6in. above the top of the pipes. Thoroughly compact each layer by hand tamping or by usingapproved, manually guided, compaction equipment.

Place trench backfill over piping in layers not exceeding an 8-in. loose thickness up to existinggrade. Compact backfill to achieve at least 90 percent of the material's maximum dry density asdetermined by ASTM D 1557.

Test backfill materials. Perform a minimum of one field density test per lift of backfill for every250 ft of installation. Perform one moisture density relationship for every 1,500 yd3 of materialused.

02110-71CMS/95 1106AM

Rev. No. B

Compact trench backfill in a manner that does not damage the pipe. Replace any pipe damagedduring backfilling without any additional cost.

Grade the surface of trench backfill in accordance with the design drawings.

3.9 SHORING AND SLOPES

Establish excavation slopes in strict accordance with OSHA (29 CFR 1926 Subpart P). Protectside slopes to prevent materials from eroding or sloughing. Perform any additional materialremoval and handling caused by erosion or sloughing without any additional cost. Minimizeexposure of shoring or other slope protection devices to contamination.

Furnish and install temporary sheet piling as necessary to protect workers, slopes, and adjacent paving,structures, and utilities. Use alternate methods (e.g., benching, sloping, trench boxes) where applicable.Develop shoring design and installation plans, including engineering calculations, in accordance withOSHA (29 CFR 1926 Subpart P) and submit for review. Remove shoring, bracing, and sheeting asexcavations are backfilled in a manner to prevent cave-ins.

Provide a shoring inspector qualified in accordance with OSHA (29 CFR 1926 Subpart P).Perform inspections of the scope and frequency required by OSHA (29 CFR 1926 Subpart P).

3.10 ONSITE TEMPORARY STORAGE OF CONTAMINATED MATERIALS

Off-load contaminated material designated for temporary storage at the temporary storage pad.Position material with rubber-tired equipment (e.g., front-end loader). Control runon and runoff.Collect runoff.

3.11 SUBGRADE PREPARATION

Prepare areas to receive fill by clearing and grubbing in accordance with Section 02010, Clearing andGrubbing. Scarify the upper 6 in. of subgrade and moisture condition. Do not place fill on saturatedor frozen ground.

For subgrade in a channel, shape the subgrade of the channel so that the bottom is relatively level.Place geotextile fabric on the subgrade and secure it in accordance with the manufacturer's instructionsin preparation for riprap backfill.

3.12 RIPRAP PLACEMENT

Backfill stream excavations with riprap for the full depth of the excavation. Completely backfillexcavations exposed within 3 days. Place riprap material in a manner that does not displace or damagethe geotextile fabric.

02110-8NMI/95 11.06AM

Rev. No B

3.13 FILL AND BACKFILL PLACEMENT

Before backfilling, complete construction below finished grade. Submit certificate of completionRemove forms and any trash or debris from the excavation.

Place backfill in horizontal layers not exceeding an 8-in. loose thickness, or a 6-in. thickness whenhand-operated compactors are used.

After placing, moisten and/or aerate each layer as necessary, thoroughly mix, and compact.

Bring backfill to indicated finished grade with a tolerance of+/- 0.1 ft.

Do not operate heavy equipment for spreading and compacting backfill closer to foundations orretaining walls than a distance equal to the height of backfill above the top of footing. Compact thearea remaining in layers of not more than 8 in. compacted thickness with power-driven hand tamperssuitable for the material being compacted.

Place backfill carefully around pipes or tanks to avoid damaging coatings, wrappings, or tanks

Do not place backfill against foundation walls prior to 7 calendar days after completion of the walls.As far as practicable, bring up backfill evenly on each side of the wall and slope to drain away from thewall.

Compact each layer of fill and backfill to not less than the percentage of maximum density specifiedbelow:

• Achieve 95 percent laboratory maximum density when compacting structural fill that will be understructures, building slabs, steps, paved areas, around footings, and in trenches

• Achieve 90 percent laboratory maximum density when compacting general, nonstructural backfill

Compact all cohesionless materials to 75 percent relative density as determined by ASTM D 4253

Compact fill and backfill material for structural use to +/- 3 percent of the optimum moisture content,as determined by ASTM D 3017 and ASTM D 1557. Compact fill and backfill for nonstructural useto +/- 5 percent of the optimum moisture content, as determined by ASTM D 3017 and 1557.

Do not perform further construction on approved, compacted subgrades that are disturbed by thecontractor's operations or adverse weather until grades are rescarified and compacted as specifiedherein to the required density.

02110-9\OnVK I1O6AM


FOR

STREAM DIVERSION

B ISSUED FOR EPA REVIEWISSUED FOR 60-PERCENT REVIEW SBH RB NDA



FOR

STREAM DIVERSION

JOB NO. 22257-010

BAPC-OH Sheet

SECTION

02120

1

REV. B

of

Rev. No. B

CONTENTS

PagePARTI-GENERAL..............................................................................................................!

1.1 DESCRIPTION...................................................................................................... 11.2 SCOPE AND APPLICATION ...............................................................................11.3 CODES AND STANDARDS.................................................................................11.4 SUBMITTALS.......................................................................................................2

PART2-PRODUCTS ...........................................................................................................22.1 PUMPS..................................................................................................................22.2 DIVERSION PIPE.................................................................................................22.3 AGGREGATE DRAIN-ROCK ..............................................................................22.4 GEOTEXTILE FABRIC..................................................................... .................22.5 CLAY....................................................................................................................22.6 DELIVERY, STORAGE, AND HANDLING.........................................................3

PARTS-EXECUTION.........................................................................................................^3.1 SUMP CONSTRUCTION....................................................................................^3.2 DIVERSION PIPE INSTALLATION ....................................................................33.3 DIVERSION DIKE CONSTRUCTION.................................................................43.4 PUMP TO PREVENT OVERTOPPING ................................................................43.5 MAINTENANCE..................................................................................................^3.6 CLEANUP.............................................................................................................4

A324.doc10/17/95 10:47 AM

Rev. No. B

SECTION 02120

STREAM DIVERSIONPART 1 - GENERAL

1.1 DESCRIPTION

This specification provides the performance-based technical requirements for temporary streamdiversions. This specification requires die use of temporary stream diversions to reroute stream flowfrom areas mat will be disturbed by excavation until die areas can be restored. This specification isintended to support sediment excavation activities, and not all operations defined herein are necessarilyrequired. See Summary or Work for specific applications required.

L2 SCOPE AND APPLICATION

Stream diversion materials and performance requirements are described in this specification. Streamdiversion materials include:

Aggregate drain-rockPumpsDiversion pipeGeotextileClay

Performance requirements and support activities involve:

Materials handling and storageSump constructionDiversion pipe installationDiversion dike constructionPumping to prevent overtoppingMaintenanceCleanup

13 CODES AND STANDARDS

Perform die work in accordance with, as a minimum, die following requirements. The codes,standards, and regulations listed below are die intended and acceptable level of quality for materials,products, execution, and safety. Use me latest revision of die codes and standards listed below ineffect at die time of contract award, and identify any additional codes and standards mat apply to thiswork. See also Section 01060, Regulatory Compliance.


ASTM D 1557 Moisture-Density Relations of Soils and Soil-Aggregate

02120-1A324.dec1047/9$ 10:14 AM

Rev No. B

STATE DEPARTMENT OF TRANSPORTATION (DOT)

DOT Construction and Material Specifications

1.4 SUBMITTALS

Engineering documentation requirements are listed on the Contractor Submittal RequirementsSummary, Attachment A of Section 01305, Technical Specification for Submittal Procedures. Theserequirements are augmented by detailed requirements listed herein. The contract administrator willdetermine whether documentation is complete as submitted by the contractor and reserves the right todisapprove and require the resubmittal of any schedules, methods, equipment, plans, drawings, or othersubmittals mat do not meet the specified requirements.

PART2-PRODUCTS

2.1 PUMPS

Use gas- or diesel-powered transportable pumps with a sufficient minimum pumping capacity for themaximum average baseflow of the stream plus contingency. The base flow of the stream variesannually and from reach to reach. Provide enough contingency pumping capacity to handle high storm-event flow.

2.2 DIVERSION PIPE

Provide temporary diversion pipe of the type and sizes specified on the design drawings. Providefittings of compatible materials for the pipe and of corresponding weight and quality.

2.3 AGGREGATE DRAIN-ROCK

Provide aggregate drain-rock consisting of clean, durable fragments of rock or boulders (or both) ofuniform quality, reasonably free from thin or elongated pieces. Use stone free from topsoil and otherorganic material and sized as appropriate for use as drain material.

2.4 GEOTEXTILE FABRIC

Provide geotextile fabrics consisting of a polyester or polypropylene composition and meeting therequirements specified in Section 01000, Technical Specification for Summary of Work, and on designdrawings.

2.5 CLAY

Provide clay as described in Section 02110, Technical Specification for Earthwork, and on designdrawings.

02120-2Amdoc1OT7/95 10:14 AM

Rev. No. B

2.6 DELIVERY, STORAGE, AND HANDLING

Inspect materials delivered to the site for damage. Unload and store materials with minimal handling.Do not store materials directly on the ground. Protect materials placed in storage from the weather,humidity, temperature variations, dirt and dust, and other contaminants. Keep the inside of pipes andfittings free of dirt and debris. Protect gasket materials and plastic materials from exposure to thedirect sunlight over extended periods. Handle materials in a manner that ensures delivery in anundamaged condition. Carry pipe to the brook (do not drag).

PART 3 - EXECUTION

Temporary stream diversion controls include:

• Dikes• Sumps• Pumps• Piping network

Coordinate stream diversion installation and removal with the excavation work. Make continuous theprocess of stream diversion installation, channel excavation, channel restoration (with geotextile fabricand riprap), and stream diversion removal. Determine in the field the distance of each diverted streamsegment

Provide pumps with a sufficient pumping capacity to handle high storm-event flow. Provide enoughcapacity to avoid washout and/or overflow into the channel excavation. Perform any rework requireddue to inadequate stream diversion without additional cost.

Perform stream diversion activities in the following order.

3.1 SUMP CONSTRUCTION

Install a sump upstream of the proposed excavation and the proposed location of the temporarydiversion dike. Construct the sump with a perforated stand pipe, aggregate, and geotextile fabric asspecified on die design drawings. Determine the size of the sump in the field.

3.2 DIVERSION PD?E INSTALLATION

Before diversion pipe installation, construct a bench for the diversion pipe to be placed upon. Locateand excavate the bench to the grades of the brook. Perform all earthwork and transportation anddisposal of contaminated materials related to the construction of the bench in accordance with:

• Section 01000, Technical Specification for Summary of Work• Section 02110, Technical Specification for Earthwork• Section 02130, Technical Specification for Material Handling.

02120-3A324.dec10/17/9$ I OH AM

Rev. No B

Extend the temporary diversion pipe, installed on the bench, from the upstream sump to a downstreamlocation where the pipe discharges into the brook beyond the active excavation segment and away fromall construction activities. Anchor the pipe by placing gravel on top of it, as required. Anchordiversion pipe outlets and discharge the stream flow in a location and manner that prevents erosion anddamage. Install stabilization measures (i.e., riprap or geotextile linings) at the outlet, as necessary.Provide size diversion pipe to be used for each exposure unit, as indicated on the design drawings.

3.3 DIVERSION DIKE CONSTRUCTION

Construct a temporary diversion dike of geotextile fabric, compacted clay, sandbags, and/or otherappropriate materials capable of preventing stream flow through the proposed excavation areas.Construct the dike with a minimum top width of 5 ft, with side slopes not to exceed a 2:1 ratio. Locatethe temporary diversion dike between the sump and the proposed excavation, and construct asspecified on the design drawings.

3.4 PUMP TO PREVENT OVERTOPPING

Inspect and maintain stream diversion controls to ensure that the stream is not allowed to over-top thetemporary diversion dike. If necessary to prevent over-topping of the dike, pump water from the sumpthrough the diversion piping using transportable pumps.

3.5 MAINTENANCE

Inspect temporary diversion controls daily and immediately following each major rainfall event.Remove accumulated sediment and/or debris from the channel, dike, and inlets and outlets of diversionpipes. Repair all damaged areas and, if necessary, reconstruct temporary diversion controls.

3.6 CLEANUP

Remove temporary diversion dikes, pipes, and other materials once the excavated segments have beenpermanently stabilized and restored (i.e., geotextile fabric and riprap have been securely placed).Restore site in accordance with the design drawings and Section 02500, Technical Specification forSite Restoration. Decontaminate all equipment and materials mat come in contact with contaminatedsediments.

02120-4A324.doc10/17/93 10:14 AM


FOR

MATERIAL HANDLING

BA

REV.

jo/rt/trIllt/ffDATE

ORIGIN

BAPC-OH


REVISIONS

SPECIFICATIONFOR

MATERIAL HANDLING

A&SBHBY

£&>!RB

CHECK SUPV

3t$?NDA

PE

JOB NO. 22257-010

SECTION02130

REV. B

Sheet 1 of g

Rev. No. B

CONTENTS

Page

PART 1- GENERAL......................................................................................................................... 11.1 INTRODUCTION........................................................................................................... 11.2 SCOPE AND APPLICATION........................................................................................ 11.3 CODES AND STANDARDS......................................................................................... 11.4 SUBMTTTALS................................................................................................................21.5 VEHICLE INSPECTION................................................................................................2

PART2-PRODUCTS (Not Applicable)...........................................................................................2

PART 3 - EXECUTION....................................................................................................................23.1 MATERIAL HANDLING BEFORE TRANSPORTATION/THERMAL

TREATMENT................................................................................................................ 33.2 MATERIAL HANDLING BEFORE TRANSPORTATION/SUBTITLE C-

RCRA/TSCA LANDFILL DISPOSAL.........................................................................33.2.1 Waste Moisture Content Management.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .33.2.2 Loading.................................................................................................................3

3.3 LOADING BEFORE TRANSPORTATION/SUBTITLE D-RCRA ORSUBTITLE C-RCRA OR TSCA LANDFILL DISPOSAL..........................................4

3.4 MATERIAL HANDLING OF LIQUID....................................................................... 43.5 ONSITETRANSPORTATION......................................................................................43.6 SPILLS AND ACCIDENTS........................................................................................... 53.7 CONTAMINATED MATERIAL UNLOADING........................................................... 53.8 PLACING CONTAMINATED MATERIAL.................................................................63.9 VEHICLE DECONTAMINATION................................................................................63.10 WATER TREATMENT SYSTEM............................................................................... 6

11A353.docl(V16/9$ 332PM

Rev. No. B

SECTION 02130

MATERIAL HANDLING

PART 1 - GENERAL

1.1 INTRODUCTION

This specification provides the performance-based technical requirements for handling and onsitetransportation of contaminated and uncontaminated waste materials. Not all work defined herein isnecessarily required; refer to Section 01000, Technical Specification for Summary of Work for specificservices required.


Contaminated and uncontaminated materials addressed in this specification include the following:

• Sediments• Soils• Construction materials• Liquids

This specification includes requirements for:

• Vehicles• Loading and unloading• Material handling• Containerizing• Transportation• Vehicle release

Before beginning any excavation, furnish all materials, labor, equipment, and incidentals to handle andtransport contaminated and uncontaminated materials, as required by the design drawings and specifiedherein. Design handling and transportation measures to perform services required while preventing thespread of contamination.


Perform the work in accordance with regulatory requirements identified in Section 01060, RegulatoryCompliance. Identify any additional codes and standards that may apply to this work.

The following publication forms a part of this specification to the extent referenced. The publication isreferred to in the text by basic designation only.

02130-1A353docICH 6*5 332PM

Rev. No. B

ENVIRONMENTAL PROTECTION AGENCY SW-846

Method 9096 Liquid Release Test

1.4 SUBMITTALS

Engineering documentation requirements are listed on the Contractor Submitted RequirementsSummary, Form CSRS, Attachment A of Section 0130S, Technical Specification for SubmittalProcedures. These requirements are augmented by detailed requirements listed herein. The contractadministrator (CA) will determine whether documentation is complete as submitted by the contractorand reserves the right to disapprove and require the resubmittal of any schedules, methods, equipment,plans, drawings, or other submittals that do not meet the specified requirements.

1.5 VEHICLE INSPECTION

All vehicles will be subject to inspection by the CA at the site before use and at any time duringperformance of mis work. Repair or replace any vehicle not meeting contract requirements, asdetermined by the C A.

Ensure mat the vehicles have no fluid leaks, no unusually noisy mufflers and/or tailpipes, tires that arein good condition, and operational brakes. Ensure that vehicles are tree of excess dirt, debris, oil,grease, and major visible rust

Ensure mat the truckbeds for hauling contaminated material are free from drain holes, cracks, or otherconditions that might permit waste material and/or contaminated water to leak or accumulate. If thetrucks used for hauling have tailgates for dumping, demonstrate to the CA mat .the tailgates can besealed watertight during operation.

Repair or replace any truckbed not providing an adequate leakproof seal, without any additionalexpense.


PART 3 - EXECUTION

Provide, maintain, and use equipment mat is appropriate to accomplish the work described herein.Take all necessary precautions for safe operation of the equipment and protection of the public andworkers from injury and damage from such equipment Comply with air monitoring requirements inaccordance with Section 01200, Technical Specification for Safety and Health. Ensure mat operatorsare licensed in accordance with state and local government requirements.

Include measures for controlling free water from the sediments to prevent spreading contaminationalong the haul roads, transporting sediments from the excavation site to the onsite pretreatment area,and transporting waste from portable decontamination areas to the retention basin. Submit a list to theC A of all equipment and vehicles proposed for use in the onsite transportation of contaminatedmaterial, with a thorough description including the make, model, year capacity or rating, and any otherpertinent information. The destination and transportation route for all onsite transportation arespecified on the design drawings.

02130-2A3S3.doe1W169S 332PM

Rev. No. B

3.1 MATERIAL HANDLING BEFORE TRANSPORTATION/THERMAL TREATMENT

Excavate material requiring thermal treatment, as designated on the design drawings. Containerize thismaterial in watertight roll-on/roll-off boxes at the excavation site and transport by truck to thepretreatment area.

Inspect the container before loading to verify that water or liquids have not been introduced to thecontainer and the container has not been damaged.

Place contaminated materials in containers without damaging the integrity of the container. Placematerials uniformly within the container. Level the contents of the container before closing thecontainer liner so that the highest surface is not more than 1 ft above the lowest surface of the wastewithin the container (including comers).

Following pretreatment, transport material 2 in. and smaller offsite by rail to ___________.Decontaminate material over 2 in. and transport offsite by truck to _________________.Transport offsite in accordance with the offsite transportation plan.

33, MATERIAL HANDLING BEFORE TRANSPORTATION/SUBTITLE C-RCRA/TSCALANDFILL DISPOSAL

Excavate material requiring landfill disposal, as designated on the drawings. Load directly into dumptrucks at the excavation site and transport offsite to ________________ in accordance withthe offsite transportation plan.

3.2.1 Waste Moisture Content Management

Measure moisture content to provide an early indication of the existing moisture conditions and toallow for implementation of suitable mitigating alternatives. Wastes transported must be in anallowable moisture condition as defined by the accepting disposal facility. If required, use admixtures,mechanical drying, or drying beds to control free water in the sediments. If using absorbents, obtainapproval from the disposal facility before use at the site. Collect and handle the generated water inaccordance with Section 3.10 of this specification. Submit a water management plan before beginningexcavation.

Acceptable additives shall be organic or inorganic materials of nonhazardous, hydrated, or nonhydratedmaterials mat are stable for over 6 months and do not release water under freeze-thaw or external loadapplication, as measured by Environmental Protection Agency SW-846 Method 9096 (Liquid ReleaseTest).

Do not load frozen materials until they have been allowed to thaw and acceptable additives have beenapplied as appropriate.

3.2.2 Loading

Do not use side boards while transporting the contaminated material. Do not load more thanapproximately 80 percent of the truck volume capacity (e.g., 10 yd3 for a 12-yd3 truck) withcontaminated material for each haul.

02130-3A353.docKVI6/95 3:5: PM

Rev. No. B

Install and use tarpaulin covers on all trucks hauling contaminated material and on returning empties.Secure tarpaulins firmly over the contaminated material with overlap on the sides and back of thetruckbeds. Repair tears in the tarpaulin covers before use.

Do not exceed the top level of the truckbed walls with loaded contaminated material. Removeprotrusions or sharp objects from the surface of the contaminated material before placement of thetarpaulin cover.

3.3 LOADING BEFORE TRANSPORTATION/SUBTITLE D-RCRA OR SUBTITLE C-RCRA OR TSCA LANDFILL DISPOSAL

Segregate and temporarily store construction material. Sample and test construction material anddispose of such material, according to the test results, at __________ orPerform moisture content management and loading of the waste in accordance with Section 3.2.1 ofthis specification.

3.4 MATERIAL HANDLING OF LIQUID

Transport decontamination water generated at the portable decontamination facilities to the retentionbasin. Pump water from the pad into a tanker truck. Control water handling to prevent accidentalspills.

3.5 ONSITE TRANSPORTATION

Transport contaminated material along the haul routes shown on the design drawings. Do not deviatefrom transportation routes unless written approval from the CA is granted. Keep haul roads clean ofcontamination.

Label vehicles used to transport contaminated material onsite in a manner that identifies mem asdedicated solely to the transport of contaminated materials. Use trucks to haul contaminated materialfor this purpose exclusively until released (i.e., obtain written approval from the CA before removingtrucks from the site). Log each trip made by a transport vehicle and keep that log in the truck. Specifyin the log for each trip the following:

• The area from which the contaminated material was obtained• The destination• The quantity (e.g., cubic yards, weight, number of containers)

In a readily identifiable place within the cab of each vehicle, post the name and telephone number of aperson to contact in the event of an emergency.

Inspect for and remove all mud and soil from the exterior, underbody, and between tires of vehiclesbefore leaving an excavation area Remove mud and soil using scrapers, brushes, rags, and wheelwashes. Take care to prevent recontamination of the excavation area and surrounding clean areas.Collect and place materials removed from vehicles and equipment in contaminated material stockpilesat the excavation areas.

02130-4A353<fae\V\6/9f 332PM

Rev. No. B

Do not track contaminated material onto clean areas and transportation routes. Report and clean upany spills during transit in accordance with Section 3.6 of this specification. Immediately report to theCA, collect, and place in the designated area any materials dislodged from the body of the truck duringtransit

Install truckbed covers over all noncontainerized contaminated material and secure before transportstarts. Chain or pin truck tailgates shut to prevent opening during transit.

If any vehicles break down during operation, immediately report it to the CA, tow the vehicle to thedesignated onsite location, and replace it within 24 hours.

Control dust on all transport routes using water or an approved synthetic dust suppressant. Refer toSection 01480, Technical Specification for Dust Control for related requirements.

Secure vehicles in designated onsite area(s) during nonuse.

3.6 SPILLS AND ACCIDENTS

Verbally notify the CA immediately upon learning of any job-related accident or spill. Include in thewritten notification of the accident the following information:

• Location of the accident• Resultant damage or injury• Person(s) involved• Probable cause• Amount of waste spilled• Any other pertinent information concerning the accident

Perform spill control and cleanup in accordance with the spill prevention and control plan.

Implement response immediately upon learning of an accident or release of contaminated material.Accident cleanup operations required because of contractor error shall be at the expense of thecontractor.

3.7 CONTAMINATED MATERIAL UNLOADING

Unload contaminated material in a manner that will control the flow of materials and prevent spilling ofcontaminated material onto clean surrounding areas. Collect and place all spilled material and loosematerial in the designated area.

Use appropriate safeguards (e.g., flag men, bumpguards, etc.) during unloading operations to allow thesafe unloading of contaminated material.

Inspect for and remove all mud and soil from the exterior, underbody, and between tires or tracks of avehicle before leaving the pretreatment area or the disposal area. Remove mud and soil using scrapers,brushes, rags, or similar means approved by the CA. Take care to minimize contamination of thepretreatment area and the disposal area. Collect and place materials removed from the vehicle in thepretreatment or disposal area. Do not remove the vehicle from that area until approved by the CA.

\02130-5

A353docI OH 6/95 3:52 PM

Rev. No. B

Perform any necessary decontamination beyond the removal of mud, rocks, or soil in accordance withSection 3.9 of mis specification.

Reinstall truckbed covers on haul trucks for return trips to prevent dirt and dust being blown from thetruck.

3A PLACING CONTAMINATED MATERIAL

Place all contaminated material within the designated area shown on the design drawings.

3.9 VEHICLE DECONTAMINATION

Where discussed below, the term decontamination facility means both the site decontamination facilityand portable decontamination facilities.

Decontaminate equipment mat has been in contaminated areas. Use the decontamination facility onlyfor light and final decontamination and not for operations that would require gross decontamination(i.e., removal of most visible materials by scraper, brushes, etc.). Perform gross decontamination, ifrequired, as part of the specified earthwork at the area where trucks are loaded or unloaded. Repeatdecontamination as required.

Following decontamination, make available all equipment for inspection by the CA. Clean equipmentto the satisfaction of the CA.

3.10 WATER TREATMENT'SYSTEM

Collect and transport all generated water to the onsite retention basin.

02130-6A353.docKV1&95 332PM


FOR

OFFSITE TRANSPORTATION

A

REV.9//f/n-

DATE

ORIGIN

BAPC-OH


REVISIONS

SPECIFICATION

FOR


4**BY

&0-CHECK SUPV

^7PE

JOB NO. 22257-010

SECTION

02135

REV. A

Sheet 1 of 3

Rev. No. A

CONTENTS

Page

PART 1 - GENERAL.................................................1.1 DESCRIPTION.........................................................................,....................,...................!1.2 REFERENCES..................,.....,,.,....,,,,,,,..,,,,,,,,,.,,,,,,,,,,,,.,,,,,,,,,,.!1.3 SUBMTTTALS..................................................................................................................... 11.4 DOCUMENTATION.,...,,,,..,..,...,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 11.5 EQUIPMENT, MATERIAL, AND PERSONNEL,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,!1.6 PACKAGING, LABELING, MARKING, AND PLACARDING,,,,,,.......................... 1

PART 2 - PRODUCTS (Not Applicable).,.,,.,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,. 1

PART 3 - EXECUTION......................................................................................................................... 13.1 MOTOR VEHICLE AND RAIL CAR REQUIREMENTS ,„,,„„,„„,„,,,„„!3.2 MOTOR VEHICLE OPERATOR REQUIREMENTS,,,,,,,,,,,,,,,,,,,,,.............. 13.3 TRANSPORTATION SAFETY RATING,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,!3.4 TRANSPORTER EPA ID NUMBER.................................................................................. 13.5 TRANSPORTATION REPRESENTATIVE...,,,,,..,,,,,,,,,,,,,,,.......................... 13.6 REQUIRED PERMITS......................................................................................................... 13.7 TRANSPORTATION ROUTES AND EMERGENCY RESPONSE PLAN,,,,,,,,,,, 13.8 TRACKING AND NOTIFICATION...................................................................................!

A3SS.doc09/15/95 11.16 AM

Rev. No. A

SECTION 02135


PART 1 - GENERAL

1.1 DESCRIPTION

1.2 REFERENCES

1.3 SUBMITTALS

1.4 DOCUMENTATION

1.5 EQUIPMENT, MATERIAL, AND PERSONNEL

1.6 PACKAGING, LABELING, MARKING, AND PLACARDING


PART 3 - EXECUTION

3.1 MOTOR VEHICLE AND RAIL CAR REQUIREMENTS

32 MOTOR VEHICLE OPERATOR REQUDIEMENTS

3.3 TRANSPORTATION SAFETY RATING

3.4 TRANSPORTER EPA ID NUMBER

3.5 TRANSPORTATION REPRESENTATIVE

3.6 REQUIRED PERMITS

3.7 TRANSPORTATION ROUTES AND EMERGENCY RESPONSE PLAN

3.8 TRACKING AND NOTIFICATION

02135-1A353.doc09/15/95 11:16 AM


FOR

DEWATERING BED

BA

REV.

S0//t/ff9/ri/tf

DATE

ORIGIN

BAPC-OH


REVISIONS

SPECIFICATION

FOR

DEWATERING BED

V$PSBH

BY

A*3JRB

CHECK SUPV

J&JNdA

PE

JOB NO. 222574)10

SECTION

02140

REV. B

Shed 1 of 7

Rev. No. B

CONTENTS

Page

1.1 INTRODUCTION........................................................................................................... 11.2 SCOPE AND APPLICATION....................................................................................... 11.3 CODES AND STANDARDS....................................................................................:.... 11.4 SUBMTTTALS................................................................................................................2

1.4.1 Equipment and Material List...................................................................................21.4.2 Drawings................................................................................................................2

1.5 SYSTEMDESCR1PTION..............................................................................................2

PART 2 - PRODUCTS......................................................................^^2.1 GENERAL......................................................................^2.2 FILTER MEDIA.............................................................................................................. 32.3 PERIMETER SEALING STRIPS...................................................................................32.4 STOPPLANKS...............................................................................................................42.5 PIPE.................................................................................................................................4

PART3 -EXECUTION....................................................................................................................43.1 INSTALLATION...........................................................................................................^

3.1.1 Equipment...............................................................................................................43.1.2 Piping..........................,...........................................................................................4

3.2 TESTING........................................................................................................................5

A345.doc10/18/95 1:29 PM

Rev. No. B

SECTION 02140

DEW ATERING BED

PART 1 - GENERAL

1.1 INTRODUCTION

This specification presents the requirements for furnishing, installing, and operating a filter plate drying bedsystem, including piping and all accessories and appurtenances required for a complete system.


Required work includes, but is not limited to:

• Procuring all required equipment, piping, and supports far filter plate drying bed system

• Fabricating and assembling all required equipment, piping, and supports in accordance with thisspecification and Design Drawing C-15, Filter Bed Details, to construct the filter drying bed system

• Shipping and supervising unloading and erection at thejobshe

• Operation and maintenance

U CODESANDSTANDARDS

Perform work in accordance with regulatory requirements in Section 01060, Regulatory Compliance.Identify any additional codes and standards that may apply to this work.

The following is a list of codes and standards applicable to the work involved.

AMERICAN LUMBER STANDARD

PS 20-70 American Softwood Lumber Standard


ASTMD1784 Couplings and FittingsASTMD 1785 PoJyvmyi Chloride (PVC) Plastic Pipe, Schedules 40,80, and 120ASTM D 2241 Pressure-Rated Pipe (SDR) SeriesASTMD 2467 Joint SocketsASTMD 2564 Solvent Cements for PVC Plastic Pipe and Fittings

02140-1A345.doc10/18/95 1:29PM

Rev. No. B

ASTMD2855 Joint AssemblyASTM D 3139 Joints for Plastic Pressures Pipes using flexible elastomeric sealsASTM F 477 Elastomeric Seals for joining plastic pipe

AMERICAN WOOD PRESERVING ASSOCIATION (AWPA)

P5 Standards for Water Borne PreservativesCIS Wood for Commercial-Residential-Construction Pressure TreatmentLP-22 Standard for Softwood, Lumber, Timber, and Plywood Pressure-Treated with Water Borne

Preservatives for Ground Contact UseM4 Care of Pressure-Treated Wood Products

FEDERAL SPECIFICATION

TT-W-00571 Wood Preservation: Treating Practices


NFPA70 National Electric Code

1.4 SUBMITTALS

Each submittal required for compliance with this specification is completely described herein and islisted on the Contractor Submittal Requirements Summary, Attachment A of Section 0130S, TechnicalSpecification for Submittal Procedures. These requirements are augmented by detailed requirementslisted herein. The contract administrator (CA) will determine whether documentation is complete assubmitted by the contractor and reserves the right to disapprove and require the resubmittal of anyschedules, methods, equipment, plans, drawings, or other submittals that do not meet the specifiedrequirements.

1.4.1 Equipment and Material List

Provide an equipment and material list containing detailed manufacturers' names and model numbers and aspecification sheet for each item.

1.4.2 Drawings

Alternate designs provided may be considered but must contain at least the same detailed information asshown in Design Drawing C-l 5, Filter Bed Details.

Submit drawings before assembling all equipment and materials.

1.5 SYSTEM DESCRIPTION

Provide a system that consists of interlocking panels measuring 12 x 12 x 2 in. that cover the bottom of thedrying bed such that the total area of the bed should be 30 ft wide by 50 ft long

02140-2A345.doc10/18/95 1:29PM

Rev. No. B

Provide a dewatering bed that is capable of dewatering and drying 60 yd3/24 hr of sediments.

Provide a dewatering bed that will enable the sediments with an initial moisture content of 50 percent to bedried to a final moisture content of 20 percent

PART2-PRODUCTS

2.1 GENERAL

Provide materials and equipment that are standard products of their manufacturers. Provide standardreplacement parts for equipment Provide equipment that has been in satisfactory use for at least 2 yearsbefore bid

2.2 FILTER MEDIA

Provide media that

• Are interlocking panels measuring 12 x 12x2 in. to cover the bottom of thedryingbed

• Are constructed of high-strength poryurethane having a shore durometer hardness reading of no less than65 on the D scale

• Are able to withstand an approximate gross vehicle weight of 3,500 Ibs per panel

• Have a solid area of 88 percent, formed by the molding of triangular cross sections measuring 0.105 in.wide by 0.170 in. high, tapered at 13 degrees per side, and separated by an open area of 12 percent .

• Have male and female dovetails for interlocking and are designed to allow any panel to be removedwithout disturbing adjacent panels

2.3 PERIMETER SEALING STRIPS

Seal die perimeter of die filter media with pressure-treated lumber, as shown on Design Drawing C-15,Filter Bed Details.

Provide lumber that is:

• Manufactured in accordance widi die National Lumber Grades Audx^ grading rule and conforming toall applicable requirements of American Softwood Lumber Standard PS 20-70

• Seasoned to a moisture content of 19 percent or less with die indication of "S-Dry" on die grade stamp

• Structural light framing, grade No. 2

• Pressure treated widi diromate copper arsenate, type C, complying with AWPA Standard P5 andFederal Specification TT-W-550

02140-3A345.doc10/18/95 1:29PM

Rev. No B

• Pressure impregnated in accordance with AWPA Standard Cl5 and meets the quality control AWPAStandard IP-22

• Stamped in indelible ink with the quality mark of an approved, independent, third-party inspectionagency whose services are certified by AWPA

• Milled parallel to grain before pressure treatment

Field treat all cuts across grain in accordance with AWPA Standard M4, Section 1.5. Secure lumber to theconcrete walls with type 304, stainless steel, expansion bolt anchors. After installation, seal the joint betweenthe lumber and filter media with silicon caulking, as recommended by the manufacturer.

2.4 STOP PLANKS

Provide a bed that has three 3 ft, 2 in. x 12 in. x 8 ft, 2 in. flat-plate, wooden stop planks located at theentrance beds. Provide stop planks that can be held in place by 3/8 in. x 1.5 in., stainless steel lag bolts.

2.5 PIPE

Provide PVC pipe, couplings, and fittings that are manufactured of material conforming to ASTM D 1784,Class 1245B.

Provide screw joints meeting dimensional requirements of ASTM D 1785, Schedule 40, with 10 psiworking pressure, unless otherwise shown or specified

Test pipe couplings, as required by ASTM D 2241.

Provide solvent joints that consist of pipe to dimertsiorial requirements of ASTM D1785 or ASTM D 2241meeting the requirements of 10 psi working pressure, unless otherwise shown or specified.

PART 3 - EXECUTION

3.1 INSTALLATION

3.1.1 Equipment

Install equipment and appurtenances in the position indicated on design drawings and in accordance with themanufacturers' written instructions. Provide appurtenances required for a complete system, including suchitems as piping.

3.1.2 Piping

Screw threaded joints together. Tighten joints using strap wrenches to prevent damage to the pipe and/orfittings.

02140-4A345.doc10/18/95 1:29PM

Rev. No. B

Use cement joint sockets conforming to the requirements of ASTM D 2467 to avoid excessive torque.

Use solvent cement that meets the requirements of ASTM D 2564.

Use joint assembly made in accordance with ASTM D 2855 and the manufacturers' specificrecommendations.

3 3. TESTING

Perform tests at the suppliers facility, as needed, to determine whether the filter drying bed meets thepurpose and intent of the specifications.

02140-5A345.doc10/18/95 139PM


FOR

SCREENING OF SEDIMENTS

S6//I/If ISSUED FOR EPA REVIEW

f//f/ff ISSUED FOR 60-PERCENT REVIEW SBH RB



FOR

SCREENING OF SEDIMENTS

BAPC-OH

JOB NO. 22257-010

Shed

SECTION

02145

1

REV B

of

Rev. No. B

CONTENTS

Page

PARTI- GENERAL......................................................................................... ................................ 1

1.1 INITRODUCTION..........................................^1.2 SCOPE AND APPLICATION....................................................................................... .11.3 CODES AND STANDARDS ......................................................................................... 11.4 DELIVERY AND STORAGE........................................................................................ 21.5

PART2- PRODUCTS ...................................................................................... . . . . ^ ^

2.1 MATERIAL AND EQUIPMENT REQUIREMENTS....... ................................. . .22.1.1 General..................................................................................................................22.1.2 Mechanisms .......................................................................................................... 22.1.3 Screens............................................................................................ ...................... 22.1.4 Solids Removal Mechanism..................................................................................2

2.2 ELECTRICAL REQUIREMENTS........................................................... ...................... 32.3 OPERATING AND PERFORMANCE REQUIREMENTS ................................... ...... 3

2.3.1 Operation..........................................................."............................... ..................... 32.3.2 Feed Conditions...................................................................... ............................... 3

2.4 CONSTRUCTION........................................................... ........ ...................................... 32.5 AUXEJARYEQUIPMENT.........................................,.,.,..,.,.....,.,..,.,,...,..,..,...32.6 INSTRUMENTATION AND CONTROLS ............................................ ...... ................. 42.7 OPERATING TOOLS............................................................... ........................... ..........42.8 PAINTING AND FINISHING....................................................................... .............. 4

PART 3 - EXECtmON ............... ......,....,...,.....,.,,...,

3.1 INSTALLATION,.,,..,,,,..,,,,.,,,,.,,,.,,,,,,,,,,,,,,,, .............................. ,43.2 WASTE DISPOSAL AND DECONTAMINATION..,,,,,,,,,,,,,,,,, .................. 43.3 ENVIRONMENTAL CONTROLS ................................................................................ 53.4 FIELD PAINTING...,.,,,.,,,,,,,,,,,,,,,,,,,,,,,,, ........................................... 53.5 ADJUSTING AND TESTING,,.....,.,..,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, .......... 53.6 PERSONNEL TRAINING,.,,,,..,,,,,.,,,,,,,,,,,,,,,,,,,,,,, ...................... ..5

1VI695 JJOPM

Rev. No. B

SECTION 02145

SCREENING SEDIMENTS

PART 1 - GENERAL

1.1 INTRODUCTION

This specification with the attached data sheet presents the requirements for furnishing a set ofscreening equipment The specification is intended to give a general description of the equipmentrequired; it does not cover all details of the equipment, which may vary with the manufacturer.


The scope and application of this specification are the removal of sediments over 2 in. in diameter fromthe excavated sediments by screening.

L3 CODES AND STANDARDS

The following is a list of codes and standards applicable to the work involved.

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI B16.5 Steel Pipe Flanges, Flanged Valves and FittingsANSI B31.3 Chemical Plant and Petroleum Refinery Piping


ASTM A36 Structural SteelASTM AS3 Pipe, Steel, Black and Hot Dripped, Zinc Coated, Welded and SeamlessASTM A366 Steel, Sheet, Carbon, Cold Rolled, Commercial Quality

AMERICAN WELDING SOCIETY (AWS)

AWS B2.1 Welding Procedures and Performance QualificationsAWS Dl. 1 Structural Welding Code - Steel

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NEMAMG-1 Motors and GeneratorsNEMA 12 Electrical BoxNEMA 3/3R Control Systems

STEEL STRUCTURES PAINTING COUNCIL (SSPC)

SSPC-SP5 White Metal Blast CleaningSSPC-SP10 Near White Metal Blast Cleaning

02145-1A3l6.4oc

3JOFM

Rev. No. B

1.4 DELIVERY AND STORAGE

Deliver all equipment and accessories in accordance with the schedule.

Deliver equipment such that it reaches the site in proper operating condition.

1.5 SUBMITTALS

Submittal requirements are summarized on the Contractor Submittal Requirement Summary,Attachment A of Section 0130S, Submittal Procedures.

PART2-PRODUCTS

2.1 MATERIAL AND EQUIPMENT REQUIREMENTS

2.1.1 General

Provide equipment as complete units mat require minimum field erection and assembly adhering toshipping and handling restrictions.

Provide drawings of the complete assembly and accompanying data sheets.

Provide equipment mat can be trailer mounted or skid mounted for assembly onsite.

Indicate site preparation required, including installation of pads.

2.1.2 Mechanisms

Design mechanisms mat operate continuously.

Design mechanisms such mat they could withstand all stresses mat could occur during operation andany additional stresses mat might occur during fabrication, shipment, or erection.

2.13 Screens

Provide screens of sufficient dimensions to process all volumes of material efficiently on a daily basis.

2.1.4 Solids Removal Mechanism

Include a solids removal mechanism appropriate for the system being used.

Design a screen system that removes the solids from the entire screen and moves them to thedischarge.

02145-2A31«.*ocWIVK 330PM

Rev. No. B

2.2 ELECTRICAL REQUIREMENTS

Provide electrical motor-driven equipment complete with motors, motor starters, and controls.

Provide motors that conform to NEMA MG 1.

Provide motor starters complete with thermal overload protection and other appurtenances necessaryfor the motor control.

Provide manual or automatic control and protective or signal devices as specified by the manufacturer.

23 OPERATING AND PERFORMANCE REQUIREMENTS

23.1 Operation

Introduce wet sediments into the scalping unit by means of a backhoe or other appropriate method

Remove all sediments over 2 in. in diameter.

Direct sediments over 2 in. in diameter into an oversized bin.

Direct underflow into the hopper and then onto the conveyor.

Discharge the sediments from the conveyor onto the holding area.

Provide necessary operators and supervisors required for the operation of the screening equipment forthe specified hours of operation per day in accordance with the attached data sheet.

Incorporate operating procedures or equipment design to minimize startup and shutdown time and off-specification discharges.

233. Feed Conditions

Feed conditions such as feed rates are shown on the attached data sheet.

2.4 CONSTRUCTION

Design and construct equipment in accordance with the latest engineering standards, best practices,and recognized methods for mis industry.

Provide equipment that is completely factory assembled, prepiped, prewired, tested, and shipped withminimal subassemblies to facilitate onsite installation.

2.5 AUXILIARY EQUIPMENT

Provide walkways and ladders to check equipment operation, repair, and maintenance.

02145-3A3K&KW\f/K JJOPM

Rev. No. B

Provide a power plant for power.

Provide a hopper and conveyor to discharge the underflow.

2.6 INSTRUMENTATION AND CONTROLS

Provide instrumentation and a control system that have centralized control.

Provide control elements that meet immediate system needs and are capable of expansion.

Provide locally mounted, key-operated, off-remote switches for automatic control mode of operation.

Provide instruments and controls that are state-of-the-art and accessible for testing, calibration, andservicing.

Design instruments and controls for outdoor usage in accordance with NEMA 3/3R.

2.7 OPERATING TOOLS

Provide tools and spare parts required for routine maintenance and adjustments.

2.8 PAINTING AND FINISHING

Clean surfaces of external coatings in accordance with SSPC-SP10.

Clean equipment requiring internally coated surfaces in accordance with SSPC-SPS.

Provide equipment with a prime coat, an intermediate coat, and a finish coat applied to all parts of thescreen.

PART 3 - EXECUTION

3.1 INSTALLATION

Mobilize and demobilize the screens and accessories to and from the site.

Decontaminate the screens and accessories before demobilization.

Restore the area to a satisfactory condition after demobilization.

3.2 WASTE DISPOSAL AND DECONTAMINATION

Develop a waste management plan for the disposal of all wastes generated during startup, operation,and maintenance of the screening system. This plan should meet all local, state, and federal regulationsmat are appropriate for mis type of waste disposal.

02145-4IVU95 1JOFM

Rev. No. B

Handle, store, and dispose of any hazardous waste generated, in accordance with all applicable federaland state regulations.

Remove all unnecessary equipment, tools, material, and supplies and leave the site clean and clear ofall debris after conclusion of work.

3.3 ENVIRONMENTAL CONTROLS

Implement spill control and air monitoring plans for the operational phase of the treatment system.

Failure to comply with all spill control and air monitoring requirements may result in immediatetermination for default.

3.4 FIELD PAINTING

Touch up or repair painting of the screening equipment and accessories, as needed.

3.5 ADJUSTING AND TESTING

Start up, test, and operate the screens.

Hydrotest the unit with clean water.

3.6 PERSONNEL TRAINING

Provide personnel with all required and applicable training for operation and maintenance of thescreening equipment and accessories.

02145-51VJM3 330PM


FOR

EROSION CONTROL

A

REV.l/lt/lf

DATE

ORIGIN

BAPC-OH


REVISIONS

SPECIFICATION

FOR

EROSION CONTROL

4^*94—BY

£&CHECK

JOB NO.

SECTION

02271

SUPVj%%?

PE

22237-010

REV. A

Sheet 1 of 3

Rev. No. A

CONTENTS

Page

PARTI- GENERAL..............................................................................................................................21.1 DESORIPTION....................................................................................................................2

1.3 SUBMTTTALS.....................................................................................................................2

PART2-PRODUCTS...........................................................................................................................22.1 TEMPORARY SEEDING AND MULCHING........................................................ 22.2 BAILED HAY OR STRAW CHECKS.................................................................. 22.3 TEMPORARY DIVERSION FENCES...................................................................... .......22.4 SILTFENCES......................................................................................................................22.5 GEOTEXTILE FABRIC................................................................................................ .2

PART 3 - EXECUTION.........................................................................................................................23.1 SILTATION AND EROSION CONTROL...................... ......................... 23.2 SPILLPREVENTIONANDCONTROL............................ . . . . ..................................... 23.3 CONSTRUCTIONREQUIREMENTS........................................................................... .23.4 INSTALLATIONOFCONTROLMEASURES.................................................... ..23.5 MAINTENANCE................................................................................................................^

AM3.doc09/1 *95 5 J4 IM

Rev. No. A

SECTION 02271

EROSION CONTROL

PART 1 - GENERAL

1.1 DESCRIPTION

1.2 REFERENCES

L3 SUBMITTALS

PART2-PRODUCTS

2.1 TEMPORARY SEEDING AND MULCHING

2.2 BAILED HAY OR STRAW CHECKS

23 TEMPORARY DIVERSION FENCES

2.4 SILT FENCES

2.5 GEOTEXTILE FABRIC

PART 3 - EXECUTION

3.1 SILTATION AND EROSION CONTROL

33 SPILL PREVENTION AND CONTROL

33 CONSTRUCTION REQUIREMENTS

3.4 INSTALLATION OF CONTROL MEASURES

3.5 MAINTENANCE

02271-1A343.doc09/1495 5.54 FM


FOR

SITE RESTORATION




FOR

SITE RESTORATION

JOB NO. 22257410

BAPC-OH

SECTION

02500

Sheet 1 of

REV. A

Rev. No. A

CONTENTS

Page

PART 1 - GENERAL ............................................................................................................11.1 REFERENCES....................................................................................................11.2 SUBMnTALS....................................................................................................!1.3 SOURCE INSPECTION.....................................................................................11.4 DELIVERY, INSPECTION, STORAGE AND HANDLING............................ 1

1.4.1 Delivery......................................................................................................!1.4.2 Inspection...................................................................................................!1.4.3 Storage........................................................................................................!1.4.4 Handling.....................................................................................................!

PART 2-PRODUCTS..........................................................................................................!

2.2 SOD.....................................................................................................................!2.3 SPRIGS...............................................................................................................!2.4 SOIL AMENDMENTS.......................................................................................!2.5 MULCH..............................................................................................................!2.6 ASPHALT ADHESIVE......................................................................................!2.7 WATER...............................................................................................................!2.8 PESTICIDE.........................................................................................................!2.9 EROSION CONTROL MATERIAL..................................................................!

PART 3-EXECimON .........................3.1 SEEDING, SODDING, AND SPRIGGING TIMES AND CONDITIONS 1

3.1.1 Seeding Time...............................................................................................23.1.2 Sodding Time...............................................................................................23.1.3 Sprigging Time ............................................................................................23.1.4 Turfing Conditions .......................................................................................2

3.2 SITE PREPARATION..........................................................................................23.2.1 Grading........................................................................................................23.2.2 Application of Soil Amendments..................................................................23.2.3 Tillage ..........................................................................................................23.2.4 Finished Grading..........................................................................................2

3.3 SEEDING.............................................................................................................23.3.3 Applying Seed..............................................................................................23.3.1 General.....................................................................................:...................23.3.2 Equipment Calibration..................................................................................23.3.4 Hydroseeding...............................................................................................23.3.5 Mulch...........................................................................................................23.3.6 Water............................................................................................................2

3.4 SODDING............................................................................................................23.4.1 General.........................................................................................................23.4.2 Placing Sod..................................................................................................2

A319.DOC9/13/95 6:10 I'M

Rev. No A

CONTENTS (continued)

Page

3.4.3 Finishing.......................................................................................................23.4.4 Watering Sod ...............................................................................................2

3.5 SPRIGGING..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .23.5.1 General. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .23.5.2 Broadcast Sprigging... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .33.5.3 Hydroplanting.... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .33.5.4 RowSprigging.... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .33.5.5 Overseeding.................................................................................................33.5.6 Rolling..........................................................................................................33.5.7 Finishing.......................................................................................................33.5.8 Watering Sprigs ...........................................................................................3

3.6 EROSION CONTROL.........................................................................................33.6.1 Erosion Control Material . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .33.6.2 Temporary Turf Cover. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3

3.7 APPLICATION OF PESTICIDE..................................................... . . . . . . . . . . . .33.8 RESTORATION AND CLEANUP................................................... ..................3

3.8.1 Restoration...................................................................................................33.8.2 Cleanup... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .^

3.9 PROTECTION OF TURFED A R E A S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33.10 TURF ESTABUSHMENT P E R I O D . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .33.11 FINAL ACCEPTANCE......................................................................................^

3.11.1 Preliminary Inspection ..............................................................................33.11.2 Final Inspection.........................................................................................3

111A319XKXOT3/9S 6:10PM

Rev No A

SECTION 02500

SITE RESTORATION

PART 1 - GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1J SOURCE INSPECTION

1.4 DELIVERY, INSPECTION, STORAGE AND HANDLING

1.4.1 Delivery

1.4.2 Inspection

1.4.3 Storage

1.4.4 Handling

PART2-PRODUCTS

2.1 SEED

2.2 SOD

23 SPRIGS

2.4 SOIL AMENDMENTS

2.5 MULCH

2.6 ASPHALT ADHESIVE

2.7 WATER

IS PESTICIDE

2.9 EROSION CONTROL MATERIAL

PART 3-EXECUTION

3.1 SEEDING, SODDING, AND SPRIGGING TIMES AND CONDITIONS

A31»DOC 02500-1

Rev. No. A

3.1.1 Seeding Time

3.1.2 Sodding Time

3.1.3 Sprigging Time

3.1.4 Turfing Conditions

3.2 SITE PREPARATION

3.2.1 Grading

3.2.2 Application of Soil Amendments

3.2.3 Tillage

3.2.4 Finished Grading

3J SEEDING

3.3.1 General

3.3.2 Equipment Calibration

3.3 J Applying Seed

3.3.4 Hydroseeding

3.3.5 Mulch

33.6 Water

3.4 SODDING

3.4.1 General

3.4.2 Placing Sod

3.43 Finishing

3.4.4 Watering Sod

3.5 SPRIGGING

3.5.1 General

MMJMCtram *MIM

02500-2

Rev. No A

3.5.2 Broadcast Sprigging

3.5.3 Hydroplanting

3.5.4 Row Sprigging

3.5.5 Ovcrseeding

3.5.6 Rolling

3.5.7 Finishing

3.5.8 Watering Sprigs

3.6 EROSION CONTROL

3.6.1 Erosion Control Material

3.6.2 Temporary Turf Cover

3.7 APPLICATION OF PESTICIDE

3.8 RESTORATION AND CLEANUP

3.8.1 Restoration

3.8.2 Cleanup

3.9 PROTECTION OF TURFED AREAS

3.10 TURF ESTABLISHMENT PERIOD

3.11 FINAL ACCEPTANCE

3.11.1 Preliminary Inspection

3.11.2 Final Inspection

«,«oc 02500-3invts turn

Division 03000Concrete

DIVISION 03000 - CONCRETE

03307 Concrete for Minor Structures

A367.doc1041/95 627PM


FOR

CONCRETE FOR MINOR STRUCTURES

A

EV.?//rhr

DATE

ORIGIN

BAPC-OH


REVISIONS

SPECIFICATION

FOR


4*4*BY

&3-CHECK SUPV

2M7i>i:

JOB NO. 22257-010

SECTION

03307

REV A

Sheet 1 of 4

Rev No. A

CONTENTS

Page

PARTI-GENERAL................................................................................................................!1.1 SUMMARY.............................................................................................................11.2 REFERENCES.........................................................................................................11.3 SUBMITTALS......................................................................................................... 11.4 GENERAL REQUIREMENTS................................................................... ... ..11.5 PROPORTIONS OF MIX.......................................................................................11.6 STORAGE OF MATERIALS ............................................................................. .1

PART 2-PRODUCTS..............................................................................................................!2.1 ADMDCTURES....................................................................................................... 12.2 CEMENT.................................................................................................................!2.3 AGGREGATES.......................................................................................................!2.4 CURING MATERIALS...........................................................................................!2.5 EMBEDDED ITEMS .............................................................................!................ 12.6 NONSHRINK GROUT...........................................................................................12.7 PERIMETER INSULATION ...i..............................................................................12.8 WATER....................................................................................................................!2.9 REINFORCING STEEL...........................................:..............................................!2.10 FORMWORK........................................................................................................ 12.11 VAPORBARRIER................................................................................................ 1

PART3 -EXECUTION............................................................................................................!3.1 PREPARATION OF SURFACES ............................................................................13.2 INSTALLATION OF EMBEDDED ITEMS.........................................................13.3 INSTALLATIONOFREINFORCINGSTEEL.................................................. .23.4 INSTALLATION OF FORMWORK................................................. .23.5 BATCHING, MIXING, AND TRANSPORTING CONCRETE......... 23.6 SAMPLING AND TESTING ...................................................................................23.7 CONVEYINGCONCRETE.....................................................................................23.8 CONCRETE PLACEMENT.....................................................................................23.9 CONSTRUCTION JOINTS......................................................................................23.10 FTNISHINGCONCRETE.......................................................................................23.11 CURING AND PROTECTION....................................................................... 23.12 SETTING BASE PLATES AND BEARING PLATES................................ 2

A33l.doc09/18/95 937 AM

Rev. No A

SECTION 03307


PART 1 - GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 SUBMITTALS

1.4 GENERAL REQUIREMENTS

1.5 PROPORTIONS OF MIX

1.6 STORAGE OF MATERIALS

PART 2 -PRODUCTS

2.1 ADMIXTURES

2.2 CEMENT

23 AGGREGATES

2.4 CURING MATERIALS

2.5 EMBEDDED ITEMS

2.6 NONSHRINK GROUT

2.7 PERIMETER INSULATION

2.8 WATER

2.9 REINFORCING STEEL

2.10 FORMWORK

2.11 VAPOR BARRIER

PART 3-EXECUTION

3.1 PREPARATION OF SURFACES

3.2 INSTALLATION OF EMBEDDED ITEMS

A331.doc 03307-109/11/95 937 AM UJ JU / 1

Rev. No. A

3.3 INSTALLATION OF REINFORCING STEEL

3.4 INSTALLATION OF FORMWORK

3.5 BATCHING, MIXING, AND TRANSPORTING CONCRETE

3.6 SAMPLING AND TESTING

3.7 CONVEYING CONCRETE

3.8 CONCRETE PLACEMENT

3.9 CONSTRUCTION JOINTS

3.10 FINISHING CONCRETE

3.11 CURING AND PROTECTION

3.12 SETTING BASE PLATES AND BEARING PLATES

A331.doc 03307-09/18/95 937 AM UJ JU /

Division 13000Special Construction

DIVISION 13000 - SPECIAL CONSTRUCTION

13200 (key) Wastewater Treatment

13400 Post-Closure Operation and Maintenance

A367.docIIV1S/95 627PM


FOR

WASTEWATER TREATMENT

BA

IEV.

/«/lt/ff9/22/95DATE

ORIGIN

BAPC-OH


REVISIONS

SPECIFICATION

FOR


V£PSBH

BY

/**(RB

CHECK SUPV

2UK' NDA

PE

JOB NO. 22257-010

SECTION

13200

REV. B

Sheet 1 of 11

Rev. No B

CONTENTS

PagePART 1 - GENERAL ............................................................................................................1

1.1 INTRODUCTION................................................................................................. 11.2 SCOPE AND APPLICATION.............................................................................11.3 CODES AND STANDARDS..............................................................................^1.4 SUBMITTALS.....................................................................................................31.5 SYSTEMREQUIREMENTS...............................................................................41.6 DELIVERY AND STORAGE .............................................................................41.7 PERMITREQUIREMENTS................................................................................4

PART2- PRODUCTS...............................2.1 MATERIAL AND EQUIPMENT REQUIREMENTS ........................................4

2.1.1 General.........................................................................................................42.1.2 Mechanisms .................................................................................................52.1.3 Materials and Equipment .............................................................................52.1.4 Piping...........................................................................................................52.1.5 Assembly......................................................................................................5

2.2 OPERATING AND PERFORMANCE REQUIREMENTS...............................^2.2.1 Operation......................................................................................................62.2.2 Feed Conditions...........................................................................................62.2.3 Performance.................................................................................................6

2.3 ELECTRICALREQUIREMENTS........................................................................62.4 CONSTRUCTION................................................................................................^2.5 AUXILIARY EQUIPMENT..................................................................................72.6 INSTRUMENTATION AND CONTROLS..........................................................72.7 OPERATING TOOLS AND EQUIPMENT..........................................................7

PARTS-EXECUTION........................................................................................................?3.1 ACCEPTANCE TESTING....................................................................................73.2 WASTE DISPOSAL AND DECONTAMINATION...........................................83.3 ENVIRONMENTAL CONTROLS .......................................................................83.4 FIELD PAINTING..........................................................................................,.....83.5 PERSONNEL TRAINING.....................................................................................8

A360.docI04I/9S 325PM

ATTACHMENT AWASTEWATER TREATMENT DISCHARGE LIMITS*

NPDES DISCHARGE LIMITS INDUSTRIAL TREATMENTPARAMETER________DAILY MAX 30-DAY AVG_____POTW LIMITS FACILITY LIMITS_____

Aroclor 12481,1,2,2-Tetrachloroethane1,2-DichloroetheneAcetoneTetrachloroethene1,1-DichloroetheneTrichloroetheneVinyl Chloride1 ,2-DichlorobenzeneHexachlorobenzeneHexachlorobutadieneHexachloroethaneChlorobenzene1,1 ,2-TrichloroethaneBenzo(a)anthraceneBenzo(f)fluorantheneBcnzo(a)pyreneBis(2-ethylhexyl)phthalateChryseneDi-n-butylphthalateFluoranthenePhenanthrene1,2,4-TrichlorobenzeneAluminum

AntimonyArsenicBariumBerylliumCadmiumCalciumChromiumCobaltCopperIronLeadMagnesiumManganeseNickelPotassiumSodiumThalliumVanadiumZincCyanide__________________'Discussions to establish discharge limits are ongoing.

A360-1JXC1O19/95 10-41 AM


FOR

POST-CLOSURE OPERATION AND MAINTENANCE

A

REV.1//9/ff

DATE

ORIGIN

BAPC-OH


REVISIONS

SPECIFICATION

FOR


J**fBY

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JOB NO. 22257-010

SECTION

13400

REV. A

Sheet 1 of 3

Rev. No. A

CONTENTS

Page

PARTI-GENERAL.......................,.........,.,...,.....,....,.....,,,...,.......,...,...............,..,..................!1.1 DESCRIPTION,,,,,,,,,,,,,.......................................................................................... 11.2 REFERENCES..,,,,,,,,................................................................................................... 11.3 SUBMnTALS,.,..,.,,,,,..,.,,....,,,,,,,,,,,..,,,,,..,,,,,,.,,.,,,,...................... 11.4 DEFINITIONS ..................................................................................................................... 1

PART2 -PRODUCTS (Not Applicable),.,,,,,,.,,,,,,,,..,,,,,.,,,,,,,.,,,,,,........................ 1

PART 3 - EXECUTION ......,.,,,.,,,.....,,,,..,,,,,,,,,,,.,,,,,,,,,,„,,,,.,,,,,,,,,,,,,,!

A339.doc09/18/95 9:09 AM

Rev No A

SECTION 13400


PART 1 - GENERAL

1.1 DESCRIPTION

1.2 REFERENCES

L3 SUBMITTALS

1.4 DEFINITIONS


PART 3- EXECUTION

13400-1A339.doc09/19/95 11:14 AM

Rev. No. B

SECTION 13200


PART 1 - GENERAL

1.1 INTRODUCTION

This specification describes die minimum system requirements for a wastewater treatment system. Site-specific performance requirements for treating water are attached. This specification outlines the generalprocess and construction guidelines for a treatment system to ensure that performance requirements areachieved


This specification covers engineering, design, materials, equipment, and services required to furnish,install, and operate the system as described herein. Units in the packaged system include, but are notlimited to:

• Multimedia filter

• Carbon adsorption system

• Feed systems for pH adjustments and flocculating agents

• Samplers for influent and effluent

• Pumps, interconnecting piping and valves, and tanks, as required

• All interconnecting wiring, conduit, motor control equipment, electrical distribution equipment, andprotective devices

• Process instrumentation, controls, and alarms, including systems to transmit an alarm to a remotelocation

In addition to design and fabrication, the work includes, but is not limited to:

• Assembly and testing of the unit• Shipping and supervision of unloading and erection at the jobsite• Field testing• Operation and maintenance• Drawings and documents as required by mis specification

This work involves a wastewater treatment system to remove porychlorinated biphenyls, pesticides, volatileand semivolatile organic compounds, and total suspended solids.

13200-1A360.docIW1I/9S 325PM

Division 16000EEectrical

Rev. No. B


Provide materials and services in accordance with the following requirements. These codes and standardsare the intended and acceptable level of quality for materials and services. Use the latest revision of thereferences in effect at the time of contract award. Identify any additional codes and standards that apply tomis work. See also Section 01060, Technical Specification for Regulatory Compliance.


ASTM A 36 Structural Steel

ASTM A 53 Pipe, Steel, Black and Hot Dipped, Zinc-Coated Welded and Seamless

ASTM A 307 Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength

ASTM D 1785 Polyvmyl Chloride (PVC) Plastic Pipe, Schedules 40, 80 and 120

ASTM E 164 Ultrasonic Contact Examination of Weldments

ASTM F 477 Elastomeric Seals (Gaskets) for Joining Plastic Pipe

AMERICAN WELDING SOCIETY (AWS)

AWS Dl. 1 Structural Welding Code - Steel

INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE)

IEEE 142-198 Recommended Practice for Grounding of Industrial and Commercial PowerSystems

IEEE 446-1987 Recommended Practice for Emergency and Standby Power Systems for Industrialand Commercial Applications

INSTRUMENT SOCIETY OF AMERICA (ISA)

ISA S5.1-1984 Instrument Symbols and Identification

ISAS5.4-1989 Standard Loop Diagrams

13200-2A360.doc

Rev. No. B

MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGSINDUSTRY (MSS)

MSS SP-58

MSS SP-69

MSS SP-70

MSS SP-78

MSS-80

Pipe Hangers and Supports - Materials, Design and Manufacture

Pipe Hangers and Supports Selection and Application

Cast Iron Gate Valves, Flanged and Threaded Ends

Cast Iron Plug Valves, Flanged and Threaded Ends

Bronze Gate, Globe, Angle and Check Valves

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NEMA 250 Enclosures for Electrical Equipment (1000 Volts Maximum) (Rev. 1 & 2ICS 6)

NEMA ICS 1 Industrial Controls and Systems (Rev. 1 & 2)

NEMA ICS-6 Enclosures for Industrial Controls and Systems (Rev. 1 & 2)

NEMA MG1 Motors and Generators (Rev. 1)

NFPA10

NFPA70

NFPA78


Portable Fire Extinguishers

National Electric Code (NEC)

Lightning Protection Code

STEEL STRUCTURES PAINTING COUNCIL (SSPC)

SSPC SP 10 Near-White Blast Cleaning

1.4 SUBMITTALS

Each submittal for compliance with this specification is completely described herein. Submittalrequirements are also summarized on the Contractor Submittal Requirements Summary, Attachment A ofSection 01305, Technical Specification for Submittal Procedures.

13200-3A360.docKVU/9S 325 FM

Rev. No. B

1.5 SYSTEM REQUIREMENTS

Design and fabricate a wastewater treatment system for continuous operation that requires minimaloperator attention under normal operating conditions.

Design a system such that the redundancy in design of components is minimal but is operable at least90 percent of the time.

Provide a system such mat all working parts are readily accessible for inspection, maintenance, repair, andreplacement.

Design controls and alarms to shut down the system and to provide a remote signal in the event of systemfailure.

1.6 DELIVERY AND STORAGE

Deliver all equipment and accessories in accordance with the schedule and in proper operating condition.

1.7 PERMIT REQUIREMENTS

Before field activities, obtain all necessary permits, approvals, licenses, and consents related tomobilization, construction, equipment startup, and operation of the wastewater treatment system.

Submit applications for all permits within 30 days of contract award to the contract administrator (CA)

PART2-PRODUCTS

2.1 MATERIAL AND EQUIPMENT REQUIREMENTS

2.1.1 General

Provide a wastewater treatment system that could be trailer-mounted or skid-mounted for assembly onsite

Furnish a wastewater system mat is a complete unit and that requires minimal field erection and assembly,consistent with shipping and handling restrictions.

Design, fabricate, and furnish all materials, appurtances, and accessories as specified herein to constitute acomplete system.

Provide drawings of the completed assembly and data sheets recording the technical engineering of thesystems.

Design a system for the pressure and temperature conditions specified in the data sheets.

13200-4A*»docHV1I/95 305PM

Rev. No. B

2.1.2 Mechanisms

Design all mechanisms of die wastewater treatment system to operate continuously.

Design all parts of the mechanisms to withstand all stresses mat could occur during operation and anyadditional stresses that might occur during fabrication, shipment, or erection.

2.1.3 Materials and Equipment

Provide materials and equipment that are standard products of the manufacturers.

Provide components of standard design for the specified service, unless otherwise required by thisspecification.

Provide standard replacement parts.

Provide equipment mat has been in satisfactory use for at least 2 years before the bid. Provide equipmentmat has the manufacturer's name, address, type or style, model or catalog number, and serial number on aplate secured to the equipment

Provide equipment mat has all moving parts enclosed by guards for preventing personnel injury.

Submit the design of any unusual or innovative equipment for review and approval.

Submit electrical, compressed air, water, and other requirements for the operation of the wastewatertreatment system.

2.1.4 Piping

Select approved piping and fittings for the service.

Provide piping and joints that do not contain lead.

Provide joints and fittings mat conform to the applicable ASTM standards for the pipe material.

2.1.5 Assembly

Provide units mat are assembled under controlled conditions in a factory.

Provide assembly on steel frames such mat they are suitable for transportation and mounting on a pad.Provide frames mat use ASTM A 36 elements welded in accordance with AWS Dl. 1. Include shock-adsorbent mounting elements on the frames.

13200-5A360«fcxKVII/95 325 FM

Rev. No. B

2 3. OPERATING AND PERFORMANCE REQUIREMENTS

2.2.1 Operation

Pump wastewater into the system and discharge the treated effluent to Fields Brook by permit, to apublicly owned treatment works, or to an industrial water facility.

Provide equipment that operates continuously.

Provide necessary operators and supervisors required for die operation of the wastewater treatment system.

Incorporate operating procedures mat minimize startup and shutdown time and off-specificationdischarges.

23.3, Feed Conditions

Hydraulic feed characteristics, feed rates, and water quality parameters are shown on the data sheets.

23,3 Performance

Ensure mat effluent discharge is in accordance with all regulatory requirements.

Take samples of the effluent at periodic intervals during the operation of the wastewater treatment system.

Perform sampling and analysis in accordance with Section 01450, Technical Specification for ContractorChemical Data Quality Control. Minimum requirements are provided on the attached data sheets.

23 ELECTRICAL REQUIREMENTS

Provide electrical motor-driven equipment complete with motors, motor starters, and controls. Providemotors with enclosure that conform to NEMA MG1. Provide motor starters complete with thermaloverload protection and other appurtenances necessary for the motor control supplied.

Specify electrical characteristics. Provide electrical enclosures mat are rated by NEMA ICS-6.

Provide manual or automatic control and protective or signal devices as specified by the manufacturer.

Provide conduit systems that are PVC coated for corrosion control.

2.4 CONSTRUCTION

Ensure that equipment is designed and constructed in accordance with the latest engineering standards forthe industry and with the best practices and methods recognized for this industry.

Ensure mat equipment constituting the wastewater treatment system is completely factory assembled.

13200-6A360.doc\Ontf9S 325PM

Rev. No. B

2.5 AUXILIARY EQUIPMENT

Provide pumps, walkways, ladders, and all other auxiliary equipment required for the operation of awastewater treatment system.

2.6 INSTRUMENTATION AND CONTROLS

Provide an instrumentation and control system that has centralized control for controlling the operation ofthe complete wastewater treatment system.

Provide a computer-based system with multitasking operating software capable of continuous or batchcontrol, alarming, display, trending, reporting, networking, and data logging. Provide control software witha standard algorithm library.

Provide field instruments mat use 4 - 20 ma DC as a transmission signal and that require minimalmaintenance.

Provide a single point failure such mat it does not incapacitate the process controls and function.

Provide input/output management modules linked to a communication bus that would minimize hardwiring between field device and control computer.

Provide instruments and controls mat are state of the art; accessible for testing, calibrating, and servicing;and readily accessible for maintenance procedures. Provide instruments and controls for outdoor usage inaccordance with NEMAICS-6.

Provide equipment that will enable testing, calibrating, and servicing procedures to be carried out withminimal disruption of plant operations.

2.7 OPERATING TOOLS AND EQUIPMENT

Provide tools and spare parts required for routine maintenance and adjustment.

PART 3 - EXECUTION

3.1 ACCEPTANCE TESTING

Perform a demonstration test before full-scale operation of the wastewater treatment system to verifythat the system achieves the estimated discharge criteria described in the accompanying data sheets.Notify the CA at least 2 weeks before performing the demonstration phase.

Provide results of mis demonstration test in a report to the CA for approval within 1 week after thedemonstration phase is completed. Full-scale operation may not begin until the demonstration phasehas been approved by the C A

13200-7A360.doc\OnV9i 325 tU

Rev. No. B

Adjust die wastewater treatment system if the demonstration test is not successful in meeting thedischarge criteria. After these adjustments are made, if the system does not meet the given dischargecriteria, die contract may, at the CA's discretion, be terminated for default;

3.2 WASTE DISPOSAL AND DECONTAMINATION

Develop a waste management plan for the disposal of all wastes generated during construction, startup,and maintenance of the wastewater treatment system. Submit this plan to the CA for review andapproval. It must meet all local, state, and federal regulations that are appropriate for this type of wastedisposal.

Handle, store, and dispose of any generated hazardous wastes in accordance with all applicable federaland state regulations.

Provide a copy of the analytical results required by the disposal process to the CA.

Notify the state of any shipments of hazardous wastes.

Remove all unnecessary equipment, tools, materials, and supplies and leave the site clean and clear ofall debris generated during the full-scale operation at the conclusion of work.

Collect, stockpile, and dispose of all residuals generated during treatment system installation inaccordance with the waste management plan.

Provide all components necessary for an onsite decontamination station for equipment and personnel.Decontamination should include initial decontamination before equipment and materials arrive onsiteand a final decontamination before demobilization. Submit a description of the proposeddecontamination station and procedures to the CA for review. Do not introduce any new contaminantsto the site.

3 J ENVIRONMENTAL CONTROLS

Implement spill control and air monitoring plans during the operational phase of the treatment system.Failure to comply with all spill control and air monitoring requirements may result in immediatetermination of the contract for default.

3.4 FIELD PAINTING

Perform any necessary field touch-up or repair painting for any equipment and accessories.

3.5 PERSONNEL TRAINING

Provide personnel with all required and applicable training for operation and maintenance of thewastewater treatment system.

13200-8AMO.doc10/11/95 325 FM

DIVISION 16000 - ELECTRICAL

16370 Electrical Distribution System

A367.doc


FOR

ELECTRICAL DISTRIBUTION SYSTEM

A

REV.V/MJff

DATE

ORIGIN

BAPC-OH


REVISIONS

SPECIFICATION

FOR

ELECTRICAL DISTRIBUTION SYSTEM

^$T' —— BY

WW(/bHECK SUPV

S/^4PE

JOB NO. 22257-010

SECTION

16370

REV. A

Sheet 1 of 4

Rev. No. A

CONTENTSPage

PART 1 - GENERAL..........................1.1 DESCRIPTION................

1.1.1 Power Distribution.1.1.2 Lighting System.....1.1.3 Lightning System....

1.2 REFERENCES.................1.3 SUBMTTTALS.................

PART 2 -PRODUCTS.........................................................................................................................2.1 GENERAL..........................................................................................................................2.2 ELECTRICAL DISTRIBUTION.....................................................................................

2.2.1 Molded Case Circuit Breakers .................................................................................2.2.2 Panel Boards...........................................................................................................2.2.3 Transfbrmers.............................................................................................................. 12.2.4 Conduit.......................................................................................................................!

2.3 LOW-VOLTAGE LINES..............................................................................................2.4 POLES AND HARDWARE.....................................................................................

2.4.1 WoodPoles..............................................................................................................2.4.2 Guy Assemblies.......................................................................................................

2.5 GROUNDING AND BONDING.......................................................................................2.5.1 Driven Ground Rods................................................................................................2.5.2 Grounding Conductors.............................................................................................

2.6 LIGHTNING PROTECTION............................................................................................2.6.1 Lightning Protection System Requirements................................................................ 22.6.2 General Requirements................................................................................................ 2

PART3 -EXECUTION.................................................................................................^3.1 UGHTNING PROTECTION SYSTEM..................................................................... .23.2 CONDUCTOR INSTALLATION.......................................... ......... 2

3.2.1 Clearances.................................................................................................................. 23.2.2 Low-Voltage Cables............................................................................................... ...23.2.3 Aerial Connection to Buildings...................................................................................23.2.4 Connectors and Splices...............................................................................................2

3.3 GROUNDING.....................................................................................................................^3.3.1 General....................................................................................................................... 23.3.2 GroundingElectordes.................................................................................................23.3.3 Grounding and Bonding.............................................................................................23.3.4 Grounding Electrode Conductors...................................................................... .....2

3.4 GUY WIRE..........................................................................................................................23.5 TESTING.............................................................................................................................2

A357.doc09/15/95 4:22 PM

Rev. No A

2.6.1 Lightning Protection System Requirements

2.6.2 General Requirements

PART 3- EXECUTION

3.1 LIGHTNING PROTECTION SYSTEM

3.2 CONDUCTOR INSTALLATION

3.2.1 Clearances

3.2.2 Low-Voltage Cables

3.2.3 Aerial Connection to Buildings

3.2.4 Connectors and Splices

3.3 GROUNDING

3.3.1 General

3.3.2 Grounding Electordes

3.3.3 Grounding and Bonding

3.3.4 Grounding Electrode Conductors

3.4 GUY WIRE

3.5 TESTING

16370'209/15/95 4:22 PM

Rev. No. A

SECTION 16370

ELECTRICAL DISTRIBUTION

PART 1 - GENERAL

1.1 DESCRIPTION

1.1.1 Power Distribution

1.1.2 Lighting System

1.13 Lightning System

1.2 REFERENCES

13 SUBMITTALS

PART 2-PRODUCTS

2.1 GENERAL

2.2 ELECTRICAL DISTRIBUTION

2.2.1 Molded Case Circuit Breakers

2.2.2 Panel Boards

2.2.3 Transformers

2.2.4 Conduit

23 LOW-VOLTAGE LINES

2.4 POLES AND HARDWARE

2.4.1 Wood Poles

2.4.2 Guy Assemblies

2.5 GROUNDING AND BONDING

2.5.1 Driven Ground Rods

2.5.2 Grounding Conductors

2.6 LIGHTNING PROTECTION

1637(M

09/15/95 4:22 PM

Drawings

DRAWINGS

X-01 (key) Cover Sheet

X-02 (key) Key Plan and Drawing Index

C-01 (key) Excavation Plan and Profile










C-l 1 (key) Excavation Plan and Profile

C-l2 (key) Haul Routes

C-13 Site Layout/Paving Plan

C-14 Site Grading & Drainage Plan

C-l5 Filter Bed Details

C-l6 Detail Sheet No. 1

C-l7 Detail Sheet No. 2

AM7.doc

BECHTEL INC - INTERMEDIATE (60%) DESIGN REPORT (PART 1 … · James F. Schwendeman, Centerior...

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