remedial design -phase 1b dnapl stabilization

US Army Corpsof Engineers ®Norfolk District

Remedial Design - Phase 1BDNAPL Stabilization

Atlantic Wood Industries Superfund Site

Portsmouth, Virginia

Construction Solicitation

and Specifications

UNRESTRICTED

November 2011

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rcagle

TextBox

November 2011 (Revised March 2012)

Atlantic Wood Industries Superfund Site November 2011 (Rev. 3/2012)Phase 1B Remedial Action – DNAPL Stabilization Portsmouth, Virginia

TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00100 BIDDING SCHEDULE / INSTRUCTIONS TO BIDDERS00 01 15 LIST OF DRAWINGS

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK01 14 00 SPECIAL WORK CONDITIONS01 22 00.00 10 MEASUREMENT AND PAYMENT01 30 00 ADMINISTRATIVE REQUIREMENTS01 31 19.00 50 PROJECT MEETINGS01 32 01.00 10 PROJECT SCHEDULE01 33 00 SUBMITTAL PROCEDURES01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS01 35 29.13 HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES FOR

CONTAMINATED SITES01 35 45.00 10 CHEMICAL DATA QUALITY CONTROL01 42 00 SOURCES FOR REFERENCE PUBLICATIONS01 45 00.00 10 QUALITY CONTROL01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS01 57 20.00 10 ENVIRONMENTAL PROTECTION01 58 00 PROJECT IDENTIFICATION01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 – EXISTING CONDITIONS

02 55 00 SOLIDIFICATION / STABILIZATION (S/S) OF CONTAMINATEDMATERIAL

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK31 11 00 CLEARING AND GRUBBING

ATTACHMENTS

ATTACHMENT A BORING LOCATIONSDNAPL SUMMARY TABLEBORING LOGS

ATTACHMENT B SAMPLE FORMS

ATTACHMENT C EP 310-1-6a

ATTAHCMENT D PERIMETER DUST MONITORING LEVELS

ATTACHMENT E SCHNABEL GEOTECHNICAL ANALYSIS/TREATABILITY STUDY

-- End of Project Table of Contents --

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SECTION 00100 Page 1

SECTION 00100

BID SCHEDULE / INSTRUCTIONS TO BIDDERS

BASE BID ITEMS

Item DescriptionEstimatedQuantity Unit Unit Price Total

1 Mobilization andDemobilization

1 LS Lump Sum $______________

2 Erosion and SedimentControls

1 LS Lump Sum $______________

3 Utility Survey 1 LS Lump Sum $______________

4 Utility Relocation onPPSD Facility

1 LS Lump Sum $______________

5 PPSD FacilityRestoration

1 LS Lump Sum $______________

6 Submittals and Plans 1 LS Lump Sum $______________

7 EnvironmentalMonitoring

1 LS Lump Sum $______________

8 Demolition,Excavation, DebrisRemoval, Handling andStockpiling

3,300 BCY $______________ $______________

9 In-situ Stabilization/Solidification ofDNAPL-impacted soil,Atlantic WoodIndustries (AWI)Property: Mix ID #7

30,500 BCY $______________ $______________

10 In-situ Stabilization/Solidification ofDNAPL-impacted soil,Atlantic WoodIndustries (AWI)Property: Mix ID #9

15,200 BCY $______________ $______________

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11 In-situ Stabilization/Solidification ofDNAPL-impacted soil,City of PortsmouthProperty and City ofPortsmouth SchoolBoard Property: Mix ID#9

1,700 BCY $______________ $______________

12 Site Grading andRestoration

7,000 BCY $______________ $______________

13 Containerization ofWater Collected Priorto Completion of S/SActivities

10,000 Gallons $______________ $______________

14 Bond 1 LS Lump Sum $______________

TOTAL BASE BID (Items 1-14) $____________

OPTIONAL BID ITEMS


15 Demolition, Excavation,Debris Removal, Handlingand Stockpiling – IncrementalCost to Perform in Level CPPE

3,300 BCY $______________ $______________

15A Additional Amount of BidBond Associated withDemolition, Excavation,Debris Removal, Handlingand Stockpiling if Performedin Level C PPE

1 LS Lump Sum $______________

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16 In-situ Stabilization/Solidification of DNAPL-impacted soil, Atlantic WoodIndustries (AWI) Property:Mix ID #7 – Incremental Costto Perform in Level C PPE

30,500 BCY $______________ $______________

16A Additional Amount of BidBond Associated with In-situStabilization/Solidification ofDNAPL-impacted soil,Atlantic Wood Industries(AWI) Property: Mix ID #7 ifPerformed in Level C PPE

1 LS Lump Sum $______________

17 In-situ Stabilization/Solidification of DNAPL-impacted soil, Atlantic WoodIndustries (AWI) Property:Mix ID #9– Incremental Costto Perform in Level C PPE

15,200 BCY $______________ $______________

17A Additional Amount of BidBond Associated with In-situStabilization/Solidification ofDNAPL-impacted soil,Atlantic Wood Industries(AWI) Property: Mix ID #9 ifPerformed in Level C PPE

1 LS Lump Sum $______________

18 In-situ Stabilization/Solidification of DNAPL-impacted soil, City ofPortsmouth Property and Cityof Portsmouth School BoardProperty: Mix ID #9–Incremental Cost to Performin Level C PPE

1,700 BCY $______________ $______________

18A Additional Amount of BidBond Associated with In-situStabilization/Solidification ofDNAPL-impacted soil, Cityof Portsmouth Property andCity of Portsmouth SchoolBoard Property: Mix ID #9 ifPerformed in Level C PPE

1 LS Lump Sum $______________

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Atlantic Wood Industries (AWI) Superfund Site November 2011 (Rev. 3/2012)Phase 1B Remedial Action - DNAPL Stabilization Portsmouth, Virginia

SECTION 00 01 15

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause"DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

The following Contract Drawings are a part of the Contract Documents.

Drawing No. Sheet No. Drawing Title

T-1 1 TITLE SHEETT-2 2 INDEX OF DRAWINGS/GENERAL NOTES/ABBREVIATIONS/LEGENDC-1 3 KEY SHEETC-2 4 EXISTING CONDITIONS PLAN IC-3 5 EXISTING CONDITIONS PLAN IIC-4 6 DNAPL SITE PLANC-5 7 DNAPL CROSS-SECTIONSES-1 8 EROSION & SEDIMENT CONTROL PLANES-2 9 EROSION & SEDIMENT CONTROL DETAILS IES-3 10 EROSION & SEDIMENT CONTROL DETAILS II

1.3 SUPPLEMENTARY DRAWINGS

These supplementary drawings may not be a part of the contract but areincluded with the drawings for information.

1.3.1 Boring Logs

The Government does not guarantee that borings indicate actual conditions,except for the exact locations and the time that they were made. BoringLogs can be found in ATTACHMENT A.

-- End of Section --

DOCUMENT 00 01 15 Page 1

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SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

Work under this project consists of activities to implement Phase 1B of theRemedial Design (RD) for the Atlantic Wood Industries (AWI) Superfund Sitelocated in Portsmouth, Virginia for EPA Region 3. The work includes:

(1) In-situ stabilization/solidification of the dense non-aqueousphase liquid (DNAPL) on the west side of the AWI property near theboundary with the City of Portsmouth Public School District (PPSD)facility.

(2) Erosion and sediment control.

(3) Site restoration.

This Specification section provides a description of the Scope of Work.The Contractor shall refer to the appropriate Specification section(s) andContract Drawings for specific details of the work.

1.1.2 Location

The work shall be at the AWI site, located within an industrialized area ofPortsmouth, Virginia. The project property is approximately 2000 feet fromthe shoreline in the vicinity of the Southern Branch of the ElizabethRiver, as indicated on the Contract Drawings. The work shall extend fromthe AWI (or Atlantic Metrocast, as it is now known) property onto the PPSDfacility.

The AWI property is surrounded by the Norfolk Naval Shipyard (also aNational Priorities List site) and its Southgate Annex, the operationscenter for the Portsmouth Public School District, the Southern Branch ofthe Elizabeth River, and several other small properties.

1.2 REFERENCES

CDM FEDERAL PROGRAMS CORPORATION (CDM)

2002 Pre-Remedial Design Investigation Report,Atlantic Wood Industries Inc. SuperfundSite, Portsmouth, Virginia

2007 Final Focused Feasibility Study, OU1 Soiland DNAPL, Atlantic Wood Industries Inc.Superfund Site, Portsmouth, Virginia

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

VAD990710410 2007 Record of Decision, Operable Units 1,2, and 3, Atlantic Wood Industries Inc.

SECTION 01 11 00 Page 1

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Superfund Site, Portsmouth, Virginia.http://www.epa.gov/reg3hwmd/super/sites/VAD990710410/rod/rod2007.htm, accessedJanuary 5, 2010.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP 310-1-6a (2006) Sign Standards Manual, VOL 1

EP 310-1-6b (2006) Sign Standards Manual, VOL 2,Appendices

EA Engineering, Science, and Technology, Inc (EA)

2010 Contract Drawings and Specificationsentitled "Remedial Design - Phase 1B,DNAPL Stabilization, Atlantic WoodIndustries Superfund Site, Portsmouth,Virginia"

1.2.1 CERCLA Documents

Information on the site conditions and history may be found in the 2007Record of Decision (VAD990710410,http://www.epa.gov/reg3hwmd/super/sites/VAD990710410/rod/rod2007.htm), thePre-Remedial Design Investigation Report (CDM 2002), and the Final FocusedFeasibility Study, OU1 Soil and DNAPL (CDM 2007).

1.2.2 Subsurface Investigations

Geotechnical investigations have been undertaken, and logs of thoseinvestigations are included as ATTACHMENT A of these Specifications. TheContractor shall satisfy himself if the investigations are sufficient forhim to determine the nature of the work. The Contractor shall notify theContracting Officer in the pre-award stage if they find that the availablesite investigative information is of insufficient detail to determine thenature of the work.

1.3 DEFINITIONS

Wherever in the Contract Documents these words or terms or pronounsantecedent to them are used, the intent and meaning shall be interpreted asfollows:

a. Government - U.S. Army Corps of Engineers (USACE), NorfolkDistrict.

b. Property Owner - either "Atlantic Metrocast, Inc.; "Atlantic WoodIndustries" (AWI); "City of Portsmouth"; or "City of Portsmouth SchoolBoard".

c. Contracting Officer - authorized contractual representative ofU.S. Army Corps of Engineers (USACE), Norfolk District.

d. Existing - that which was present at the site at the time of bidopening; to remain except where removal is indicated.

e. New - to be furnished and installed by the Contractor as part ofthis Contract.


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f. Work Area - the grounds and appurtenances in the project siteidentified within the project Limit of Disturbance (LOD).

g. Proposed - to be furnished and installed by the Contractor as partof this Contract.

h. Provide - it is understood to mean "provide complete in place;"that is, "furnished and installed."

i. Specified or shown - whenever in the Contract Drawings the wordsor expressions "Specified," "As Specified," "Shown," and "As Shown" orany one or more of said words or expressions are used in either theconjunctive or disjunctive form, such words or expressions shall beread and taken to mean "Specified in these Specifications and/or shownon the Contract Drawings."

j. Includes - it is understood to mean "includes, but is not limitedto."

k. Where "equal to," or "approved equal," are used, the Contractormay substitute a product or material, which in the judgment of theContracting Officer, expressed in writing, is equal to that specified.

l. Where "as directed," "as required," "as selected," "permitted,""acceptance," or similar words are used, it is understood thatdirection, requirement, selection, permission or acceptance by theContracting Officer and compliance with codes and regulations areintended unless stated otherwise.

1.4 CONTRACT DRAWINGS

The following Contract Drawings are a part of the Contract Documents, asspecified in Section 00 01 15.

Drawing No. Sheet No. Drawing Title

T-1 1 TITLE SHEETT-2 2 INDEX OF DRAWINGS/GENERAL NOTES/ABBREVIATIONS/LEGENDC-1 3 KEY SHEETC-2 4 EXISTING CONDITIONS PLAN IC-3 5 EXISTING CONDITIONS PLAN IIC-4 6 DNAPL SITE PLANC-5 7 DNAPL CROSS-SECTIONSES-1 8 EROSION & SEDIMENT CONTROL PLANES-2 9 EROSION & SEDIMENT CONTROL DETAILS IES-3 10 EROSION & SEDIMENT CONTROL DETAILS II

1.5 PROJECT SCOPE

The items of work include, but are not limited to, the following:

a. Clearing and grubbing.

b. Installing and maintaining erosion and sediment controls.

c. Furnishing of all labor, materials, transportation, tools,supplies, equipment, and appurtenances necessary for the complete andin-place, satisfactory construction of all work shown on the Contract


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Documents and required by the Contract.

d. The project consists of the major items of work shown andspecified in the Contract Drawings and Specifications, as well as allincidental work associated with their completion. The ContractDrawings to be implemented for this project are entitled "RemedialDesign - Phase 1B, DNAPL Stabilization, Atlantic Wood Industries,Superfund Site, Portsmouth VA," including any and all addenda. TheSpecifications to be implemented for this project are entitled"Remedial Design - Phase 1B Specifications, DNAPL Stabilization,Atlantic Wood Industries Superfund Site, Portsmouth, Virginia"including any and all addenda.

e. Contract close-out in accordance with Contract Specifications.

1.6 BOUNDARIES OF WORK

The Contracting Officer will ensure land for the work specified in theseContract Documents is made available to the Contractor for ingress andegress parking areas, staging areas, and trailer areas. The Contractorshall not enter on or occupy with employees, tools, equipment, or materialany ground outside the Limit of Disturbance without the written consent ofthe Contracting Officer. Other contractors and employees or agents of theContracting Officer may, for all necessary purposes, enter upon the workand premises used by the Contractor and the Contractor shall conduct hiswork so as not to impede unnecessarily any work being done by others on oradjacent to the project site.

Staging Area location(s) are shown in the Contract Drawings. Additionalstorage required shall be obtained by the Contractor and shall be theContractor's responsibility and expense. Coordination between theContracting Officer and the Contractor shall be the Contractor'sresponsibility.

1.7 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation,Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to preventinjury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have beenaltered during construction operations to match existing oradjoining work, as approved by the Contracting Officer. At thecompletion of operations, existing work shall be in a conditionequal to or better than that which existed before new work started.

1.8 CONTRACTOR'S PRACTICES AND PROCEDURES

All work shown on the Contract Drawings and described in theseSpecifications shall be completed in a timely and professional manner tothe satisfaction of the Contracting Officer.

The Contractor bidding on this work shall personally inspect the site,noting all conditions to be encountered and affected by the work, and seethat the site is in proper condition to start Work.

The Contractor shall verify the location and material of construction of


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all underground utilities shown on these Contract Drawings to hissatisfaction. The Government does not guarantee the correctness orcompleteness of the information given.

1.9 CONFLICTS

The Contractor shall abide by and comply with the true intent of theContract Drawings and Specifications, and in no way deviate from themwithout written order from the Contracting Officer. Should any error orconflict occur in the Specifications, he/she shall immediately make sameknown to the Contracting Officer before signing the Contract, as after theContract has been executed, he/she will be held strictly to complete thework as decided by the Contracting Officer. The Contractor shall verify alldimensions and be responsible for accurate fitting of all work at the site.

1.10 DAMAGES AND REPAIRS

The Contractor shall assume full responsibility for any and all damagescaused by him/her and his Subcontractor(s), either by use of equipment orotherwise, to the existing conditions outside the construction zone,surrounding properties, streets, sidewalks, and utilities. All suchdamages shall be repaired at the Contractor's expense.

1.11 WORK AND MATERIALS

Furnish all materials of the best quality of the kinds shown or specified,and perform the work in workmanlike manner, entirely to the satisfaction ofthe Contracting Officer. The Contractor and the surety of his bond shallbe held to make good all defects arising from improper work or materials.The Contractor shall provide all tools, implements, equipment, tackle,machinery, etc., to properly perform the work.

The Contractor shall employ only competent, skilled persons to perform thework, and whenever the Contracting Officer shall notify the Contractorthat, in his opinion, any person employed on the work is incompetent,disobedient, unfaithful, disorderly, profane or otherwise unsatisfactory,such person shall be immediately discharged from the work and shall notagain be employed on it except with the consent of the Contracting Officer.

It is the intent of the Contract Documents to describe a complete projectand any work that may reasonably be inferred and required to produce afinished job for the intended purposes. The work shall be completed whetheror not such incidental or related work is explicitly stated in the ContractDocuments.

Unless otherwise specified, equipment or material of the same type ofclassification, used for the same purpose shall be the product of the samemanufacturer. All material shall be new and of the current design of themanufacturer providing equipment or material.

1.12 LOCATION OF UNDERGROUND FACILITIES

Coordinate with Miss Utility as required by Commonwealth of Virginia Lawand established practice, as specified in Section 01 14 00 SPECIAL WORKCONDITIONS. Scan the construction site with electromagnetic or sonicequipment, and mark the surface of the ground where existing undergroundutilities are discovered. Verify the elevations of existing piping,utilities, and any type of underground obstruction not indicated to bespecified or removed but indicated or discovered during scanning in


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locations to be traversed by piping, ducts, and other work to be conductedor installed.

1.13 GOVERNMENT-FURNISHED ACCESS, MATERIALS AND EQUIPMENT

The Government will furnish the following access, materials and equipmentto the Contractor for the work:

a. The Government will obtain access to the site for the Contractor.

b. The Government will provide no materials or equipment.

1.14 UTILITIES SUPPLY

The Contractor is responsible for obtaining water as needed for his ownconstruction purposes.

The Contractor is responsible for providing temporary electric service forhis field operations as needed.

The Contractor is responsible for providing his own chemical sanitarytoilets at the work site. Chemical toilets must be serviced regularly, andwill be subject to inspection. All sanitary deficiencies shall be correctedwithin 24 hours of the inspection.

The Contractor is responsible for providing temporary telephone andcomputer services for his field operations as needed.

1.15 REFERENCED SPECIFICATIONS

The requirements of the Commonwealth of Virginia, Department ofTransportation, Standard Specifications for Construction and Materials,ASTM, ASA, ACI, AWWA, ASME, AWS, and other specifications shall mean thelatest edition thereof, and shall apply to all of the latest editionthereof, and shall apply to all of the applicable work to be performed,except as modified or revised by the Contract Documents, which shall govern.

The requirements of referenced specifications shall be as binding upon theperformance of the work as if they were fully written out herein.

1.16 ATLANTIC WOOD INDUSTRIES, FIGG BRIDGE, PORTSMOUTH PUBLIC SCHOOLDISTRICT (PPSD), AND NAVY ONGOING BUSINESS OPERATIONS

Section 11.2.5 of the ROD (EPA 2007) requires coordination with theProperty Owners and adjacent property owners to minimize disruptions toongoing business operations. The Contracting Officer will facilitatecoordination of activities between the Contractor, construction activitiesof other contractors, and the Property Owner's operations. Anticipatedcoordination activities include:

a. Coordinate with AWI to minimize the disruptions to AWI's on-goingpre-cast concrete manufacturing operations.

b. Coordinate with PPSD to minimize the disruptions to PPSD'son-going school district operations and bus movement (see Section01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS).

c. Coordinate with FIGG Bridge regarding activities related toreplacing the Jordan Bridge (VA Route 337). The bridge project may


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restrict traffic flow to the site on an intermittent basis.

1.17 WORK HOURS

Normal hours for work shall be from 6 a.m. to 6 p.m., Monday throughFriday. Requests for work outside those hours shall require writtenapproval from the Contracting Officer seven (7) calendar days in advance ofthe proposed work period.

All work performed at the PPSD Facility shall be completed from July 1 toSeptember 1, 2012.

1.18 FIELD ADJUSTMENTS

The alignment and placement of the work shall be subject to adjustments inthe field as directed or approved by the Contracting Officer.

Calibration of instruments, metering equipment and sensors shall be subjectto adjustments in the field as specified or as directed by the ContractingOfficer. All instruments shall be accurately and completely calibrated bythe Contractor to the satisfaction of the Contracting Officer.

1.19 NOTIFICATION

The Contractor shall provide written notification to the ContractingOfficer a minimum of fourteen (14) calendar days prior to the commencementof construction at the site. Contractor notification shall include:

a. Construction Commencement Date and Project Schedule

b. Work Hours

c. Contractor Point of Contact Name, Title and Phone Number(s) toContact for Coordination Issues.

1.20 QUALIFICATION OF WORKERS

The Contractor shall hire personnel qualified for the work which they areto perform. Such personnel shall possess the required training and/orlicense as specified or as would normally be required by industry standard.

1.21 DESIGNATION OF TECHNICAL REPRESENTATIVE

The Contracting Officer may designate technical representatives for thepurpose of technical surveillance of workmanship and inspection ofmaterials for work being performed under this Contract. This provision inno way authorizes anyone other than the Contracting Officer to commit tochanges in terms of the Contract.

1.22 PROJECT SIGNS

1.22.1 Construction Project Signs (USACE)

Furnish the construction project sign package, maintain the signs duringconstruction, and remove the signs from the job site upon completion of theproject, as specified in Section 01 58 00 PROJECT IDENTIFICATION. Theconstruction project sign package consists of two signs: onefor project identification and the other to show the on-the-job safetyperformance of the Contractor. The package shall conform to the


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requirements of EP 310-1-6a and EP 310-1-6b, specifically Section 16.Submit the sign legend orders as described in Section 16 of EP 310-1-6aprior to erecting the signs. A copy of EP 310-1-6a Section 16 is includedin ATTACHMENT C.

1.23 MEASUREMENT AND PAYMENT, GENERAL

Payment for the work completed under this Contract will be made inaccordance with the Contract terms, which shall include the furnishing ofall labor, tools, equipment and materials and the performance of all workrequired to complete the project as indicated and specified in accordancewith all requirements of the Contract Documents and to the entiresatisfaction of the Contracting Officer.

All incidental minor and miscellaneous items, work and materials which arenecessary to complete the work and to maintain and/or repair the work,shall be done and furnished by the Contractor without extra charge.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 PRECONSTRUCTION CONFERENCE

Conference will be held after Contract award or intent to award is issuedand before construction is started at the site. Contracting Officer willfix the date, time and location of the meeting in accordance withrequirements of the General Conditions.

Contracting Officer shall prepare agenda, preside at meeting, and prepareand distribute minutes of proceedings to all parties.

Contractor shall provide data required, contribute appropriate items fordiscussion, and be prepared to discuss all items on agenda.

3.2 GUARANTEE

The Contractor hereby guarantees all of the work performed under thisContract for a period of one (1) year after final acceptance by theContracting Officer. The guarantee shall include the following:

a. A guarantee against all faulty or imperfect materials and againstall imperfect, careless, and/or unskilled workmanship, as evidenced byinaccurate measurement of materials, inaccurate application ofstabilization materials, etc.

b. The Contractor agrees to replace with proper workmanship andmaterials and to re-execute, correct, or repair, without cost to theOwner, any work which may be found to be improper or imperfect.

c. No use or acceptance by the Contracting Officer of the work or anypart thereof, nor any failure to use the same, nor any repairs,adjustments, replacements, or corrections made by the ContractingOfficer due to the Contractor's failure to comply with any of theseobligations under the Contract Documents, shall impair in any way theguarantee obligations assumed by the Contractor under these ContractDocuments.


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3.3 LIABILITY

The Contractor shall be solely liable and shall save harmless theGovernment, the property owners, the Contracting Officer, and all of itsemployees and representatives from any law suits, actions, or claimsbrought on account of damages caused by construction under this Contract.

3.4 UTILITIES

The Contractor shall do all work, within the prices bid and without extracost to the Government, required to locate, inspect, protect, relocate,replace or repair all overhead and underground utilities whether shown onthe Contract Drawings or not, as necessary for the construction of thisproject. The Contractor shall cooperate with the Contracting Officer,Property Owner and any public or private utility service during theprogress of the work. In addition, the Contractor shall control hisoperations to prevent the unscheduled interruption of such utility servicesand facilities.

It is understood and agreed that the Contracting Officer does not guaranteethe accuracy or the completeness of the location information relating toexisting utilities, facilities, or structures that may be shown on theContract Drawings or encountered in the work. Any inaccuracy or omissionin such information shall not relieve the Contractor of his responsibilityto protect such existing features from damage or unscheduled interruptionof service.

Should the Contractor damage or interrupt the operation of a utilityservice or facility by accident or otherwise, the Contractor shallimmediately notify the proper authority and the Contracting Officer andshall take all reasonable measures to prevent further damage orinterruption of service. The Contractor, in such events, shall cooperatewith the utility company and Contracting Officer continuously until suchdamage has been repaired and service restored to the satisfaction of theutility company or Contracting Officer.

The Contractor shall bear all costs of damage and restoration of service toany utility service or facility due to his operation whether or not due tonegligence or accident. If the Contractor does not take action to correctthe damage expeditiously, within the time stipulated by the ContractingOfficer, the Government reserves the right to correct the damage at theContractor's expense. The Government reserves the right to deduct thecosts incurred from repair of Contractor-damaged utilities from payment dueor which may become due the Contractor.

The Contractor shall pay all charges levied by utility companies from workperformed by their forces to locate, inspect, protect, relocate, replace orrepair overhead or underground utilities shown on the Contract Drawings asnecessary for the construction of this project.

The Contractor shall identify the horizontal and vertical location ofidentified utilities (above and below ground) in the as-built drawings.

3.5 REMOVAL AND REPLACEMENT RESPONSIBILITY

The Contractor shall be responsible for the replacement or repair of allexisting and finished surfaces, utilities, equipment, landscape andgrounds, and structures or parts thereof that may be damaged, removed, cut,


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or disturbed in the course of completing the work specified herein at nocost to the Government.

3.6 CONTRACTOR PARKING

Contractor vehicles and equipment shall be parked within the Phase 1BContractor Parking Area identified on the Contract Drawings. The Contractorshall be responsible for maintaining security for Contractor-ownedequipment/vehicles as well as for materials stored by the Contractor.

3.7 LEGAL NOTIFICATION

The Contractor shall comply with all laws, ordinances, rules, andregulations bearing on the conduct of the work as drawn and specified. Ifthe Contractor performs any work contrary to such laws, ordinances, rules,and regulations, the Contractor shall incur all costs resulting from such.

3.8 DELAY OF WORK

This provision specifies the procedure for determination of change ordersfor unusually severe weather in accordance with the Contract. In order forthe Contractor to submit a change order under this clause, the followingconditions must be satisfied:

a. The weather experienced at the project site during the contractperiod must be found to be unusually severe, that is, more severe thanthe adverse weather anticipated for the project location during anygiven month as described in Table 01 11 00-1.

b. If more than 50% of a day's work time cannot be utilized due tobad weather, it will be considered an adverse weather day. The delaymust be beyond the control and without the fault or negligence of theContractor. Adverse weather occurring on non-scheduled work days willnot be counted towards the total.

Upon the acknowledgement of the Notice to Proceed and continuing throughoutthe Contract, the Contractor will record daily the occurrence of adverseweather and resultant impact to normally scheduled work. Occurrence ofadverse weather during scheduled work days is subject to the verificationand approval of the Contracting Officer. If the occurrence of adverseweather on scheduled work days is in excess of the number of average daysindicated in Table 01 11 00-1, the Contractor may submit a change orderdetailing their damages due to lost scheduled work days as subject to theapproval of the Contracting Officer. The change order must be submittedwithin seven (7) days from the end of the month for which the change orderis requested.

The following schedule of monthly anticipated adverse weather delays isbased on the National Oceanic and Atmospheric Administration (NOAA) datafor the project Location (Norfolk, Virginia) and will constitute a baseline for monthly adverse weather days for all weather dependent activities.


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TABLE 01 11 00-1. MONTHLY MAXIMUM ANTICIPATEDADVERSE WEATHER DELAY TIME IN WORK DAYS

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

9 9 9 6 7 6 8 7 6 5 6 9



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SECTION 01 14 00

SPECIAL WORK CONDITIONS

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;submittals not having a "G" designation are for information only. Whenused, a designation following the "G" designation identifies the officethat will review the submittal for the Government.

1.2 CONTRACTOR NOTIFICATIONS

Notifications giving the dates and locations the Contractor intends tostart work shall be prepared by the Contractor and sent to the ContractingOfficer. The Contracting Officer shall notify AWI and the PPSD Facilityabout the work locations and dates. When the Contractor sends aNotification to a respective agency, a copy shall be furnished to theContracting Officer at the same time.

1.3 REFERENCES

The publications listed below form a part of this Specification to theextent referenced. The publications are referred to within the text bybasic designation only.


CDM 2007 (2007) Final Remedial Investigation Reportfor OU2 Groundwater and OU3 RiverSediment, Atlantic Wood Industries, Inc.Superfund Site, Portsmouth, Virginia


EP 1110-1-8 Construction Equipment Ownership andOperating Expense Schedule - Region II


VAD990710410 (2007) Record of Decision, Operable Units1, 2, and 3, Atlantic Wood Industries,Inc. Superfund Site, Portsmouth, Virginia

1.4 CONTRACTOR WORK REQUIREMENTS

1.4.1 Environmental Protection

Provide and maintain during the life of the contract, environmentalprotective measures. Also, provide environmental protective measuresrequired to correct conditions, such as contamination or erosion, thatoccur during, or related to, the in-situ stabilization operations. Complywith Federal, State, and local regulations pertaining to water, air, andnoise pollution. See Section 01 57 20.00 10 ENVIRONMENTAL PROTECTION foradditional information.


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1.4.2 Security and Public Safety of Work Areas

The work area is not accessible to the general public; however, theContractor is informed that the Government will not undertake to excludethe public or restrict public access to the work area. The Contractorshall be solely responsible for protection of the public at all times forthe duration of the contract and fully comply with the provisions of OSHAsafe working practices and Safety and Accident Prevention requirements ofthese Specifications.

1.4.3 Site Access


1.4.4 Noise Control and Abatement

The Contractor shall employ the use of properly installed and maintainedmufflers, silencers, and manufacturer's recommended sound suppressors onall plant, machinery, and equipment used on this work. The use of soundsignals such as whistles, horns, or bells shall not be used if two-wayradio communications can accomplish the required function.

1.4.5 Coordination with Other Contractors

During the period of this contract, other contracts may be in force for theconstruction of other features of work on or adjacent to the site of workbeing accomplished under this contract. The Contractor shall arrange hisplant (equipment), and shall schedule and perform this work, so as toeffectively cooperate with all other contractors, site owners, andGovernment agencies. It shall be the responsibility of the Contractor onthis contract to be fully informed of the extent of the limits of work tobe performed by other contractors or site owners. Should there beconflicts between these limits, the Contractor shall immediately notify theContracting Officer of the conflict, and the Contracting Officer's decisionshall be final.

1.5 PHYSICAL DATA

1.5.1 Physical Conditions Information

The physical conditions indicated on the Contract Drawings and in theSpecifications are the result of site investigations and surveys.Information and data furnished are for the Contractor's information;however, it shall be expressly understood that the Government will not beresponsible for any interpretation or conclusion drawn from thisinformation or data by the Contractor.

1.5.2 Site Related Weather Conditions

The location of the work area is on the Atlantic Wood Industries (AWI)property, the City of Portsmouth, VA property, and the City of PortsmouthSchool Board property; accordingly, the Contractor shall anticipate thatsevere weather conditions may occasionally interfere with the progress ofwork. Complete weather forecasts, records and reports may be obtainedfrom the National Weather Service in Wakefield, Virginia, telephone (757)899-4200, menu selection service or operator assisted as applicable. TheContractor shall satisfy himself as to the hazards likely to arise from the


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weather conditions during work period.

1.5.3 Responsibility

The Contractor shall hold and save harmless the United States, itsofficers, and employees from all claims that may arise as a result of theContractor's negligence in connection with the work performed under theContract, from noncompliance by the Contractor with the provisions of theContract Drawings and Specifications, or from the instruction of theContracting Officer.

1.5.4 Condition of Work Area

The plans show the condition of the work area at the time of the mostrecent survey; however, the work area may contain trash, debris, and otherobstructions not shown on the plans.

1.5.4.1 Munitions and Explosives of Concern (MEC) Areas

Based on current information provided in historical documents (EPA 2007 andCDM 2007) and by the current property owner, there is a low probability ofencountering MEC at the site. Therefore, USACE will provide a UXO team asdefined in Section 01 35 29.13 Paragraph 1.8.7, during excavation of debriswithin the overlying fill layer in the Historic Disposal Area (west side ofthe AWI property).

1.5.5 Miss Utility Notification Requirements

The Contractor shall comply with all requirements of the VirginiaUnderground Utility Damage Prevention Act 56-265.14 (the Miss Utilitylaw). The Contractor must call the Miss Utility Notification Center at1-800-552-7001 before commencing any work. The Contractor shall provide tothe Government, in writing, all Ticket numbers, Miss Utility systemresponses and other information upon completion of the Contractor'snotification process to Miss Utility prior to the start of work.Requirements of the law, procedures to be followed by the Contractor andother pertinent information for the Contractor's use can be found athttp://www.missutilityofvirginia.com. Each "person" as defined in theUnderground Utility Damage Prevention Act must provide their own notice ofexcavation. The Contractor shall allow a minimum of 48 hours afternotifying the Miss Utility notification center and begin work only afterchecking the Positive Response System, and confirm through the TicketInformation Exchange (TIE) System, that all applicable utilities haveeither marked their underground line locations or reported that no linesare present in the work vicinity. The Contractor shall wait an additional24 hours before commencing work if any utility operators have failed torespond to the TIE within the first 48 hours.

For additional guidance regarding utilities, refer to Section 01 11 00SUMMARY OF WORK Paragraph 3.4.

1.5.6 Utility Crossings

Utility crossings and locations shown on Contract Drawings are approximate,and shall be field-verified by Contractor.


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1.6 INSPECTION

1.6.1 General Inspection Requirements

The presence of the Contracting Officer or any construction representativeshall not relieve the Contractor of responsibility for the proper executionof the work in accordance with the Specifications. The Contractor will berequired to furnish, on the request of the Contracting Officer or anyconstruction representative, the use of such laborers, and material forminga part of the ordinary and usual equipment and crew of the in-situstabilization operation as may be reasonably necessary in inspecting andsupervising the work.

1.7 RADIO COMMUNICATIONS

1.7.1 Radio

The Contractor shall provide the Government construction representative aportable radio capable of communicating with the Contractor for theduration of work under this contract. The Contractor shall maintain theradio as required.

1.8 ENVIRONMENTAL LITIGATION

If the performance of all or any part of the work is suspended, delayed, orinterrupted due to an order of a court of competent jurisdiction as aresult of environmental litigation, as defined below, the ContractingOfficer, at the request of the Contractor, shall determine whether theorder is due in any part to the acts or omissions of the Contractor or asubcontractor at any tier not required by the terms of this contract. Ifit is determined that the order is not due in any part to acts or omissionsof the Contractor or a subcontractor at any tier other than as required bythe terms of this contract, such suspension, delay, or interruption shallbe considered as if ordered by the Contracting Officer in theadministration of this contract under the terms of the "Suspension of Work"clause of this contract. The period of such suspension, delay, orinterruption shall be considered unreasonable, and an adjustment shall bemade for any increase in the cost of performance of this contract(excluding profit) as provided in that clause, subject to all theprovisions thereof. The term "environmental litigation" means, a lawsuitalleging that the work will have an adverse effect on the environment orthat the Government has not duly considered, either substantively orprocedurally, the effect of the work on the environment.

1.9 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.9.1 Costs

Allowable costs for construction equipment in sound workable conditionowned or controlled and furnished by a Contractor or subcontractor at anytier shall be based on actual cost data when the Government can determineboth ownership and operating costs for each piece of equipment or equipmentgroups of similar serial and series from the Contractor's accountingrecords. When both ownership and operating costs cannot be determined fromthe Contractor's accounting records, equipment costs shall be based uponthe applicable provisions of EP 1110-1-8, "Construction Equipment Ownershipand Operating Expense Schedule," Region II. Working conditions shall beconsidered to be average for determining equipment rates using the scheduleunless specified otherwise by the Contracting Officer. For equipment not


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included in the schedule, rates for comparable pieces of equipment may beused or a rate may be developed using the formula provided in theschedule. For forward pricing, the schedule in effect at the time ofnegotiations shall apply. For retrospective pricing, the schedule ineffect at the time the work was performed shall apply.

1.9.2 Rentals

Equipment rental costs are allowable, subject to the provisions of FAR31.105(d)(ii) and FAR 31.205-36 substantiated by certified copies of paidinvoices. Rates for equipment rented from an organization under commoncontrol, lease-purchase or sale-leaseback arrangements will be determinedusing the schedule except that rental costs leased from an organizationunder common control that has an established practice of leasing the sameor similar equipment to unaffiliated lessees are allowable. Costs formajor repairs and overhaul are unallowable.

1.9.3 Data

When actual equipment costs are proposed and the total amount of thepricing action is over $25,000, cost or pricing data shall be submitted onthe Standard Form 1411, "Contract Pricing Proposal Cover Sheet." Bysubmitting cost or pricing data, the Contractor grants to the ContractingOfficer or an authorized representative the right to examine those books,records, documents and other supporting data that will permit evaluation ofthe proposed equipment costs. After pricing agreement the Contractor shallcertify that the equipment costs or pricing data submitted are accurate,complete and current.

1.10 PROFIT

1.10.1 Weighted Guidelines

Weighted guidelines method of determining profit shall be used on anyequitable adjustment change order or modification issued under thiscontract. The profit factors, expressed as a percent, shall be as follows:

Factor Rate Weight Value

Degree of Risk 20

Relative difficulty of work 15

Size of Job 15

Period of performance 15

Contractor's investment 5

Assistance by Government 5

Subcontracting 25

100

1.10.2 Values

Based on the circumstances of each procurement action, each of the abovefactors shall be weighted from .03 to .12 as indicated below. The valueshall be obtained by multiplying the rate by the weight. The value columnwhen totaled indicates the fair and reasonable profit percentage under thecircumstances of the particular procurement.


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1.10.2.1 Degree of Risk

Where the work involves no risk or the degree of risk is very small, theweighting should be .03; as the degree of risk increases, the weightingshould be increased up to a maximum of .12. Lump sum items will have,generally, a higher weighted value than the unit price items for whichquantities are provided. Other things to consider: the portion of thework to be done by subcontractors, nature of work, where work is to beperformed, reasonableness of negotiated costs, amount of labor included incosts, and whether the negotiation is before or after performance of work.

1.10.2.2 Relative Difficulty of Work

If the work is most difficult and complex, the weighting should be .12 andshould be proportionally reduced to .03 on the simplest jobs. This factoris tied in some extent with the degree of risk. Some things to consider:the nature of work, by whom it is done, where, and what is the timeschedule.

1.10.2.3 Size of Job

All work not in excess of $100,000 shall be weighted at .12. Workestimated between $100,000 and $5,000,000 shall be proportionally weightedfrom .12 to .05. Work from $5,000,000 to $10,000,000 shall be weighted at .04.Work in excess of $10,000,000 shall be weighted at .03.

1.10.2.4 Periods of Performance

Jobs in excess of 24 months are to be weighted at .12. Jobs of lesserduration are to be proportionally weighted to a minimum of .03 for jobs notexceed 30 days. No weight where additional time not required.

1.10.2.5 Contractor's Investment

To be weighted from .03 to .12 on the basis of below average, average, andabove average. Things to consider: amount of subcontracting, mobilizationpayment item, Government furnished property, equipment and facilities, andexpediting assistance.

1.10.2.6 Assistance by Government

To be weighted from .12 to .03 on the basis of average to above average.Things to consider: use of Government owned property, equipment andfacilities, and expediting assistance.

1.10.2.7 Subcontracting

Shall be weighted inversely proportional to the amount of subcontracting.Where 80 percent or more of the work is to be subcontracted, the weightingis to be .03 and such weighting proportionally increased to .12 where allthe work is performed by the Contractor's own forces.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)



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SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 LUMP SUM PAYMENT ITEMS - BASE BID

Payment items for the work of this contract for which contract lump sumpayments will be made are listed in the BIDDING SCHEDULE and describedbelow. All costs for items of work, which are not specifically mentionedto be included in a particular lump sum or unit price payment item, shallbe included in the listed lump sum item most closely associated with thework involved. The lump sum price and payment made for each item listedshall constitute full compensation for furnishing all plant, labor,materials, and equipment, and performing any associated Contractor qualitycontrol, environmental protection, meeting safety requirements, tests andreports, and for performing all work required for which separate payment isnot otherwise provided.

1.1.1 Mobilization and Demobilization

a. "Mobilization and Demobilization" shall not be measured. Payments willbe made for costs associated with mobilization and demobilization,including, but not limited to, establishment of haul roads, erection oftemporary facilities, general site preparation, and all incidentals tocomplete the work in accordance with the Contract Documents. Paymentson each Contractor invoice for this item will be based on percentcompleted as agreed to by the Contractor and the Government.

b. Unit of measure: Lump Sum

1.1.2 Erosion and Sediment Controls

a. "Erosion and Sediment Controls" shall not be measured. This paymentshall be full compensation for procurement, installation andmaintenance of super silt fence, stabilized construction entrances, andother erosion and sediment control features of the work. Payments oneach Contractor invoice for this item will be based on percentcompleted as agreed to by the Contractor and the Government.


1.1.3 Utility Survey

a. "Utility Survey" shall not be measured. This payment shall be fullcompensation for costs associated with conducting a pre-constructionsurvey to identify the actual locations, depth, type, and size of theexisting underground and overhead utilities on the PPSD Facility.Payments on each Contractor invoice for this item will be based onpercent completed as agreed to by the Contractor and the Government.


1.1.4 Utility Relocation on PPSD Facility

a. "Utility Relocation on PPSD Facility" shall not be measured. This

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payment shall be full compensation for costs associated with theinterruption of service, demolition and relocation of all existingunderground and overhead utilities and existing site improvements(roads, driveways, storm drainage features, grassed areas, and allincidentals to complete the work in accordance with the ContractDocuments) that must be moved prior to the stabilization/solidification(S/S) on the PPSD Facility, including the provision to providetemporary power to the existing buildings or facilities. Payments oneach Contractor invoice for this item will be based on percentcompleted as agreed to by the Contractor and the Government.


1.1.5 PPSD Facility Restoration

a. "PPSD Facility Restoration" shall not be measured. This payment shallbe full compensation for costs associated with the the restoration inkind of all affected facilities and site improvements (roads,driveways, storm drainage features, grassed areas, and all incidentalsto complete the work in accordance with the Contract Documents)following the S/S and acceptance by the Contracting Officer. Paymentson each Contractor invoice for this item will be based on percentcompleted as agreed to by the Contractor and the Government.


1.1.6 Submittals and Plans

a. "Submittals and Plans" shall not be measured. Payment of this itemshall be full compensation of costs associated with generation,submission, and revisions until government acceptance of all submittalsand plans as required by the Specifications, including but not limitedto the APP/SSHP, SAP, Site Management Plan, and as-built drawings.Payments to the Contractor for each invoice for this item will be basedon the percent completed as agreed to by the Contractor and theGovernment.


1.1.7 Environmental Monitoring

a. "Environmental Monitoring" shall not be measured. This payment shallbe full compensation for costs associated with all air monitoring,noise monitoring, and any other environmental monitoring, sampling andanalyses, laboratories, data validation, interpretation, reporting andall incidentals to complete the work in accordance with the ContractDocuments. Payments on each Contractor invoice for this item will bebased on percent completed as agreed to by the Contractor and theGovernment.


1.1.8 Bond

a. "Bond" shall not be measured. This payment shall be full compensationfor costs associated with the Contractor fulfilling the bondingrequirements as stated in the contract.


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1.2 UNIT PRICE PAYMENT ITEMS - BASE BID

Payment items for the work of this contract on which the contract unitprice payments will be made are listed in the BIDDING SCHEDULE anddescribed below. The unit price and payment made for each item listedshall constitute full compensation for furnishing all plant, labor,materials, and equipment, and performing any associated Contractor qualitycontrol, environmental protection, meeting safety requirements, tests andreports, and for performing all work required for each of the unit priceitems.

1.2.1 Demolition, Excavation, Debris Removal, Handling and Stockpiling

a. "Demolition, Excavation, Debris Removal, Handling and Stockpiling"shall be measured and paid for on a per Bank Cubic Yard (BCY) basis.This payment shall be full compensation for the necessary removal ofexisting facilities and debris prior to the S/S. This item alsoincludes a pre-construction and post-debris removal topographic surveyof the Historic Disposal Area, the loading, handling, hauling, andplacement in Stockpile Area A of all excavated debris necessary tobegin unobstructed S/S activities, the preparation of Stockpile Area Ato receive such waste materials as required by the Specifications, theremoval and handling of the abandoned 8" sewer and residual wastes, andall incidentals to complete the work in accordance with the ContractDocuments

b. Unit of Measure: BCY

1.2.2 In-situ S/S of DNAPL-impacted soil, Atlantic Wood Industries (AWI)Property: Mix ID #7

a. "In-situ S/S of DNAPL-impacted soil, Atlantic Wood Industries (AWI)Property: Mix ID #7" shall be measured and paid for on a per Bank CubicYard (BCY) basis (pre-treatment volume). This payment shall be fullcompensation for all materials, equipment, fuel, and labor for thein-situ S/S of DNAPL-impacted soil with Mix ID #7 on the AWI propertyas defined by the Contract Drawings, including all stakeout, set-up,health and safety procedures, equipment, and labor, noise abatementequipment and materials, and ancillary items. Measurement will be madeby field measurements of completed or partially-completed volumes ofthe designated DNAPL Treatment Areas as shown on Drawing C-4 using thepre-treatment, in-place (bank) volumes to be treated (i.e.,pre-treatment length x width x depth). Payments on each Contractorinvoice for this item will be based on percent of the total volumecompletely treated and accepted as agreed to by the Contractor and theGovernment.


1.2.3 In-situ S/S of DNAPL-impacted soil, Atlantic Wood Industries (AWI)Property: Mix ID #9

a. "In-situ S/S of DNAPL-impacted soil, Atlantic Wood Industries (AWI)Property: Mix ID #9" shall be measured and paid for on a per Bank CubicYard (BCY) basis (pre-treatment volume). This payment shall be fullcompensation for all materials, equipment, fuel, and labor for thein-situ S/S of DNAPL-impacted soil with Mix ID #9 on the AWI propertyas defined by the Contract Drawings, including all stakeout, set-up,

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health and safety procedures, equipment, and labor, noise abatementequipment and materials, and ancillary items. Measurement will be madeby field measurements of completed or partially-completed volumes ofthe designated DNAPL Treatment Areas as shown on Drawing C-4 using thepre-treatment, in-place (bank) volumes to be treated (i.e.,pre-treatment length x width x depth). Payments on each Contractorinvoice for this item will be based on percent of the total volumecompletely treated and accepted as agreed to by the Contractor and theGovernment.


1.2.4 In-situ S/S of DNAPL-impacted soil, City of Portsmouth Property andCity of Portsmouth School Board Property: Mix ID #9

a. "In-situ S/S of DNAPL-impacted soil, City of Portsmouth Property andCity of Portsmouth School Board Property: Mix ID #9" shall be measuredand paid for on a per Bank Cubic Yard (BCY) basis (pre-treatmentvolume). This payment shall be full compensation for all materials,equipment, fuel, and labor for the in-situ S/S of DNAPL-impacted soilwith Mix ID #9 on the City of Portsmouth Property and City ofPortsmouth School Board Property as defined by the Contract Drawings,including all stakeout, set-up, health and safety procedures,equipment, and labor, noise abatement equipment and materials, andancillary items. Measurement will be made by field measurements ofcompleted or partially-completed volumes of the designated DNAPLTreatment Areas as shown on Drawing C-4 using the pre-treatment,in-place (bank) volumes to be treated (i.e., pre-treatment length xwidth x depth). Payments on each Contractor invoice for this itemwill be based on percent of the total volume completely treated andaccepted as agreed to by the Contractor and the Government.


1.2.5 Site Grading and Restoration

a. "Site Grading and Restoration" shall include all costs associated withthe importation, placement, grading and compaction of fill materials toprovide surface drainage to the north following the completion of theS/S, seeding, mulching and fertilizing, and removal of temporary workfeatures on the AWI property as required by the Specifications, apost-S/S topographic survey and the final grading topographic survey,and all incidentals to complete the work in accordance with theContract Documents. Quantity shown on the bid sheet is an estimate ofthe filling that would be needed to provide a minimum of 12" of soilcover over the completed S/S area at a 1% sloped to provide drainage tothe north. Measurement for this item will be the volumetric differencebetween the post-S/S topographic survey and the final gradingtopographic survey. Payment will be made at the contract unit rateprovided on the bid sheet.


1.2.6 Containerization of Water Collected Prior to Completion of DNAPL S/SActivities

a. "Containerization of Water Collected prior to Completion of DNAPLS/S Activities" shall be measured and paid for on a per gallon basis.This payment shall be full compensation for all materials, equipment,

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fuel, and labor for containerization of water collected on the AWIproperty as defined by the Contract Drawings, including all stakeout,set-up, health and safety procedures, calculations, equipment, labor,treatment equipment and materials, discharge site preparations andmaterials and ancillary items. Measurement will be made by fieldmeasurements following treatment by means of a flow meter on thedischarge of the treatment system. Payments on each Contractor invoicefor this item will be based on percent of the total volume completelycontainerized and accepted as agreed to by the Contractor and theGovernment.

b. Unit of Measure: Gallons

1.3 OPTIONAL BID ITEMS

1.3.1 Demolition, Excavation, Debris Removal, Handling and Stockpiling -Incremental Cost to Perform in Level C PPE

a. "Demolition, Excavation, Debris Removal, Handling and Stockpiling -Incremental Cost to Perform in Level C PPE" shall be measured and paidfor on a per Bank Cubic Yard (BCY) basis. This payment shall be fullcompensation for the necessary removal of existing facilities prior tothe S/S. This item also includes the loading, handling, hauling, andplacement in Stockpile Area A of all excavation debris and soilnecessary to begin unobstructed S/S activities, the preparation ofStockpile Area A to receive such waste materials as required by theSpecifications, the removal and handling of the abandoned 8" sewer andresidual wastes, and all incidentals to complete the work in accordancewith the Contract Documents. Quantity shown on the bid sheet is anestimate of debris based on approximately 1/4 of the volume of theentire area of the Historic Disposal Area as shown on the drawings,times a depth of 4 feet. Measurement for this item will be thevolumetric difference between the pre-construction topographic surveyand the post-debris removal topographic survey. Payment will be madeat the contract unit rate provided on the bid sheet. Total paymentwill be made only on volume of debris actually excavated to conduct thein-situ S/S.

b. Unit of Measure: Incremental cost to upgrade to Level C PPE per BCY

1.3.2 Additional Amount of Bid Bond Associated with Demolition, Excavation,Debris Removal, Handling and Stockpiling if Performed in Level C PPE

a. "Additional Amount of Bid Bond Associated with Demolition, Excavation,Debris Removal, Handling and Stockpiling if Performed in Level C PPE"will not be measured. Payment will be made for all costs associatedwith the incremental bid bond costs to meet the requirements as statedin the contract.

b. Unit of Measure: Lump Sum

1.3.3 In-situ S/S of DNAPL-impacted soil, Atlantic Wood Industries (AWI)Property: Mix ID #7 - Incremental Cost to Perform in Level C PPE

a. "In-situ S/S of DNAPL-impacted soil, Atlantic Wood Industries (AWI)Property: Mix ID #7 - Incremental Cost to Perform in Level C PPE" shallbe measured and paid for on a per Bank Cubic Yard (BCY) basis. Thispayment shall be full compensation for all materials, equipment, fuel,and labor for the in-situ S/S of DNAPL-impacted soil with Mix ID #7 on

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the AWI property as defined by the Contract Drawings, including allstakeout, set-up, health and safety procedures, equipment, and labor,noise abatement equipment and materials, and ancillary items if itbecomes necessary to upgrade to Level C PPE. Measurement will be madeby field measurements of completed or partially-completed volumes ofthe designated DNAPL Treatment Areas as shown on Drawing C-4 using thepre-treatment, in-place (bank) volumes to be treated (i.e.,pre-treatment length x width x depth). Payments on each Contractorinvoice for this item will be based on percent of the total volumecompletely treated and accepted as agreed to by the Contractor and theGovernment. Payment will be made only on volume of soil actuallyexcavated needed to conduct the in-situ S/S.


1.3.4 Additional Amount of Bid Bond Associated with In-situ S/S ofDNAPL-impacted soil, Atlantic Wood Industries (AWI) Property: Mix ID #7 ifPerformed in Level C PPE

a. "Additional Amount of Bid Bond Associated with In-situ S/S ofDNAPL-impacted soil, Atlantic Wood Industries (AWI) Property: Mix ID #7if Performed in Level C PPE" will not be measured. Payment will bemade for all costs associated with the incremental bid bonding costs tomeet the requirements as stated in the contract.


1.3.5 In-situ S/S of DNAPL-impacted soil, Atlantic Wood Industries (AWI)Property: Mix ID #9- Incremental Cost to Perform in Level C PPE

a. "In-situ S/S of DNAPL-impacted soil, Atlantic Wood Industries (AWI)Property: Mix ID #9- Incremental Cost to Perform in Level C PPE" shallbe measured and paid for on a per Bank Cubic Yard (BCY) basis. Thispayment shall be full compensation for all materials, equipment, fuel,and labor for the in-situ S/S of DNAPL-impacted soil with Mix ID #9 onthe AWI property as defined by the Contract Drawings, including allstakeout, set-up, health and safety procedures, equipment, and labor,noise abatement equipment and materials, and ancillary items if itbecomes necessary to upgrade to Level C PPE. Measurement will be madeby field measurements of completed or partially-completed volumes ofthe designated DNAPL Treatment Areas as shown on Drawing C-4 using thepre-treatment, in-place (bank) volumes to be treated (i.e.,pre-treatment length x width x depth). Payments on each Contractorinvoice for this item will be based on percent of the total volumecompletely treated and accepted as agreed to by the Contractor and theGovernment. Payment will be made only on volume of soil actuallyexcavated needed to conduct the in-situ S/S.


1.3.6 Additional Amount of Bid Bond Associated with In-situ S/S ofDNAPL-impacted soil, Atlantic Wood Industries (AWI) Property: Mix ID #9 ifPerformed in Level C PPE

a. "Additional Amount of Bid Bond Associated with In-situ S/S ofDNAPL-impacted soil, Atlantic Wood Industries (AWI) Property: Mix ID #9if Performed in Level C PPE" will not be measured. Payment will bemade for all costs associated with the incremental bid bond costs tomeet the requirements as stated in the contract.

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1.3.7 In-situ S/S of DNAPL-impacted soil, City of Portsmouth Property andCity of Portsmouth School Board Property: Mix ID #9- Incremental Cost toPerform in Level C PPE

a. "In-situ S/S of DNAPL-impacted soil, City of Portsmouth Property andCity of Portsmouth School Board Property: Mix ID #9- Incremental Costto Perform in Level C PPE" shall be measured and paid for on a per BankCubic Yard (BCY) basis. This payment shall be full compensation forall materials, equipment, fuel, and labor for the in-situ S/S ofDNAPL-impacted soil with Mix ID #9 on the City of Portsmouth Propertyand City of Portsmouth School Board Property as defined by the ContractDrawings, including all stakeout, set-up, health and safety procedures,equipment, and labor, noise abatement equipment and materials, andancillary items if it becomes necessary to upgrade to Level C PPE.Measurement will be made by field measurements of completed orpartially-completed volumes of the designated DNAPL Treatment Areas asshown on Drawing C-4 using the pre-treatment, in-place (bank) volumesto be treated (i.e., pre-treatment length x width x depth). Paymentson each Contractor invoice for this item will be based on percent ofthe total volume completely treated and accepted as agreed to by theContractor and the Government. Payment will be made only on volume ofsoil actually excavated needed to conduct the in-situ S/S.


1.3.8 Additional Amount of Bid Bond Associated with In-situ S/S ofDNAPL-impacted soil, City of Portsmouth Property and City of PortsmouthSchool Board Property: Mix ID #9 if Performed in Level C PPE

a. "Additional Amount of Bid Bond Associated with In-situ S/S ofDNAPL-impacted soil, City of Portsmouth Property and City of PortsmouthSchool Board Property: Mix ID #9 if Performed in Level C PPE" will notbe measured. Payment will be made for all costs associated with theincremental bid bonding costs to meet the requirements as stated in thecontract.





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SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;submittals not having a "G" designation are for Contractor Quality Controlapproval. The following shall be submitted in accordance with Section01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of contact personnel; G

View location map; G

Progress and completion pictures; G

1.2 VIEW LOCATION MAP

Submit to the Contracting Officer, prior to or with the first digitalphotograph submittals, a sketch or drawing indicating the requiredphotographic locations. Update as required if the locations are moved.

1.3 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of constructionoperations. Provide monthly, and within one month of the completion ofwork, digital photographs, 1600x1200x24 bit true color minimum resolutionin JPEG file format showing the sequence and progress of work. Take aminimum of 20 digital photographs each week throughout the entire projectfrom a minimum of ten views from points located by the ContractingOfficer. Submit a view location sketch indicating points of view. Submitwith the monthly invoice two sets of digital photographs each set on aseparate CD-R, cumulative of all photos to date. Indicate photographsdemonstrating environmental procedures. Photographs for each month shallbe in a separate monthly directory and each file shall be named to indicateits location on the view location sketch. The view location sketch shallalso be provided on the CD as digital file. All file names shall include adate designator. Cross reference submittals in the appropriate dailyreport. Photographs shall be provided for unrestricted use by theGovernment. Photographs shall include:

a. AWI and PPSD Facility conditions (pre-construction).

b. Erosion and sediment controls.

c. Demolition and excavation activities.

d. Soil solidification and stabilization operation, including noiseabatement measures.

e. Removal of abandoned sewer pipe.


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f. Decontamination activities.

g. Unanticipated events such as spills and the discovery of additionalcontaminated material.

h. Contaminated material/water storage, handling, treatment, and transport(if necessary).

i. PPSD Facility site restoration (post-construction).

j. Site or task-specific employee personal and respiratory protection.

1.4 MINIMUM INSURANCE REQUIREMENTS

Procure and maintain during the entire period of performance under thiscontract the following minimum insurance coverage:

a. Comprehensive General Liability Insurance: $500,000 peroccurrence. The Contractor’s policy shall contain no provisionsor endorsements limiting coverage for (1) products-completedoperations; (2) contractual liability; (3) independentcontractors; (4) third party action-over claims; (5) explosion,collapse, and underground hazard (XCU), and (6) defense costsshall be excess of limits.

b. Automobile Liability Insurance: $200,000 per person, $500,000 peroccurrence for bodily injury, $20,000 per occurrence for propertydamage.

c. Workmen's Compensation Insurance as required by Federal and Stateworkers' compensation and occupational disease laws.

d. Employer's Liability Insurance coverage of $100,000, except inStates where workers compensation may not be written by privatecarriers.

f. Contractors Pollution Liability Insurance coverage covering all ofthe Contractor’s operations to include onsite and offsite coveragefor bodily injury (including death and mental anguish), propertydamage, defense costs and cleanup costs with minimum limits of$1,000,000 per loss and $2,000,000 total all losses. Non-owneddisposal site coverage shall be provided if handling, storing orgenerating hazardous materials or any material/substance otherwiseregulated under environmental laws/regulations.

g. Professional Liability Insurance with minimum limits of$1,000,000. Covered Professional Services shall specificallyinclude all work to be performed under the Contract and delete anyexclusions that may potentially affect the work to be performed(e.g., any exclusions pollution, testing, laboratory analysis,soil work, etc.)

1.4.1 Additional Insurance Requirements

a. Before commencing work under this contract, the Contractor shallcertify to the Contracting Officer in writing that the requiredinsurance has been obtained. The policies evidencing requiredinsurance shall contain an endorsement to the effect that anycancellation or any material change adversely affecting the


AR301864


Government's interest shall not be effective (1) for such periodas the laws of the State in which this contract is to be performedprescribe or (2) until 30 days after the insurer or the Contractorgives written notice to the Contracting Officer, whichever periodis longer.

b. The Contractor shall insert the substance of this clause,including this paragraph b., in subcontracts under this contractthat require work on a Government installation and shall makecopies available to the Contracting Officer upon request.

1.5 CONTRACTOR PERSONNEL REQUIREMENTS

1.5.1 Subcontractors and Personnel

Furnish a list of contact personnel of the Contractor and subcontractorsincluding addresses and telephone numbers for use in the event of anemergency. As changes occur and additional information becomes available,correct and change the information contained in previous lists.

1.5.2 Identification Badges

Identification badges, if required, will be furnished without charge.Application for and use of badges will be as directed. Immediately reportinstances of lost or stolen badges to the Contracting Officer.

1.6 SUPERVISION

Have at least one qualified supervisor capable of reading, writing, andconversing fluently in the English language on the job site during workinghours. In addition, if a Quality Control (QC) representative is requiredon the contract, then that individual shall also have fluent Englishcommunication skills.


After award of the contract but prior to commencement of any work at thesite, meet with the Contracting Officer to discuss and develop a mutualunderstanding relative to the administration of the value engineering andsafety program, preparation of the schedule prices, shop drawings, andother submittals, scheduling programming, prosecution of the work, andclear expectations of the "Interim DD Form 1354" Submittal. Majorsubcontractors who will engage in the work shall also attend.

1.8 AVAILABILITY OF CADD DRAWING FILES

After award and upon request, the electronic "Computer-Aided Drafting andDesign (CADD)" drawing files will only be made available to the Contractorfor use in preparation of construction data related to the referencedcontract subject to the following terms and conditions.

Data contained on these electronic files shall not be used for any purposeother than as a convenience in the preparation of construction data for thereferenced project. Any other use or reuse shall be at the sole risk ofthe Contractor and without liability or legal exposure to the Government.The Contractor shall make no claim and waives to the fullest extentpermitted by law, any claim or cause of action of any nature against theGovernment, its agents or sub consultants that may arise out of or inconnection with the use of these electronic files. The Contractor shall,


AR301865


to the fullest extent permitted by law, indemnify and hold the Governmentharmless against all damages, liabilities or costs, including reasonableattorney's fees and defense costs, arising out of or resulting from the useof these electronic files.

These electronic CADD drawing files are not construction documents.Differences may exist between the CADD files and the correspondingconstruction documents. The Government makes no representation regardingthe accuracy or completeness of the electronic CADD files, nor does it makerepresentation to the compatibility of these files with the Contractorshardware or software. In the event that a conflict arises between thesigned and sealed construction documents prepared by the Government and thefurnished CADD files, the signed and sealed construction documents shallgovern. The Contractor is responsible for determining if any conflictexists. Use of these CADD files does not relieve the Contractor of duty tofully comply with the contract documents, including and without limitation,the need to check, confirm and coordinate the work of all contractors forthe project.

If the Contractor uses, duplicates and/or modifies these electronic CADDfiles for use in producing construction drawings and data related to thiscontract, all previous indicia of ownership (seals, logos, signatures,initials and dates) shall be removed.

1.9 ELECTRONIC MAIL (E-MAIL) ADDRESS

The Contractor shall establish and maintain electronic mail (e-mail)capability along with the capability to open various electronic attachmentsin Microsoft, Adobe Acrobat, and other similar formats. Within 10 daysafter contract award, the Contractor shall provide the Contracting Officera single (only one) e-mail address for electronic communications from theContracting Officer related to this contract including, but not limited tocontract documents, invoice information, request for proposals, and othercorrespondence. The Contracting Officer may also use email to notify theContractor of facility access conditions when emergency conditions warrant,such as hurricanes, etc. Multiple email addresses will not allowed.

It is the Contractor's responsibility to make timely distribution of allContracting Officer initiated e-mail with its own organization includingfield office(s). The Contractor shall promptly notify the ContractingOfficer, in writing, of any changes to this email address.





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SECTION 01 31 19.00 50

PROJECT MEETINGS

PART 1 GENERAL


1.1.1 Scheduling

After award of the construction contract and prior to the start of anyconstruction work, the Contracting Officer will schedule and conduct apreconstruction conference. The Contractor's Project Manager,Superintendent, Safety and Health Manager, Site Safety and Health Officerand Quality Control Manager shall attend this meeting. The Contractor isencouraged to have an officer of his company and representation from eachof his subcontractors at the conference. This conference will be held at alocation and time as specified by the Contracting Officer.

1.1.2 Purpose

The purpose of this preconstruction conference is to enable the ContractingOfficer to outline the procedures that will be followed by the Governmentin its administration of this construction contract and to discuss theperformance that will be expected from the Contractor. This conferencewill allow the Contractor an opportunity to ask questions about theGovernment's supervision and inspection of contract work, about securityrequirements, regulations, etc. The Contracting Officer may inviteProperty Owners personnel and any other Government personnel to attend thisconference.

1.1.3 Discussion Items

The following is a list of items for discussion during the preconstructionconference. However, the Contracting Officer may include additional itemsfor discussion as condition and work requires.

a. Authority of the Area/Resident Engineer and organization of theArea/Resident office.

b. Contractor's Progress Schedule.

c. Correspondence Procedures.

d. Contractor Labor Standards Provisions

e. Contract Modifications and Administrative Procedures

f. Contractor's Administrative, Laydown, and Storage Areas.

g. Procedures for Processing Submittals

h. Payment Estimate Data and Procedures

i. Contractor Utilities

j. Security Requirements and Other Regulations, if applicable.

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k. Contractor Insurance Requirements

l. Value Engineering Program

m. Contractor Performance Evaluation

n. As-Built Drawings

o. Single Point of Contact for Warranty of Construction

p. Turnover of Work Areas

q. Accident Prevention Plan, Site Safety and Health Plan, and ActivityHazard Analysis

r. Environmental Monitoring and Sampling

1.2 WEEKLY PROGRESS MEETINGS

As described in Section 01 32 01.00 10 PROJECT SCHEDULE, the Contractorshall attend weekly (or as otherwise mutually agreed to) progress meetingsscheduled by the Government. The Contractor's Project Manager and theAuthorized Representatives of the Contracting Officer shall attendscheduled project meetings.

1.3 SCHEDULE UPDATES

As described in Section 01 32 01.00 10 PROJECT SCHEDULE, the Contractorshall attend monthly schedule update meetings for the purposes of reviewingthe Contractor's proposed out of sequence corrections, determining causesfor delay, correcting logic, maintaining schedule accuracy and determiningearned value.

1.4 OTHER MEETINGS

Other meetings are or may be scheduled to be held after the PreconstructionConference, and such meetings may include the followings:

a. Quality Control Coordination

b. Environmental Protection Plan

c. Construction Waste Management

d. Warranty Management Plan (Post Construction Warranty Conference)

1.5 COORDINATION MEETINGS

The Contracting Officer may periodically schedule coordination between theContractor, Property Owners, and other contractors working onsite tocoordinate site activities.

1.6 MINUTES OF MEETINGS

The Government will prepare minutes of the meeting and will provide theContractor with a signed original for review and concurrence. The minutesshall include all corrections provided by the Contractor and resubmit thecorrected minutes to the Contractor within 7 days.

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1.7 WARRANTY MANAGEMENT PLAN

The Contractor shall provide a Warranty Management Plan, not less than 30days prior to the Post-Construction Warranty Conference. As a minimum,include a table, showing the requirements, and attach certificates:

a. List of warranties provided.

b. List of equipment, names or manufacturers and suppliers and phonenumbers.

c. Period of warranties and Start Date.

d. List of Extended Warranties.

e. Warranty Certificates.

f. Single Point of Contact for Warranty of Construction.




SECTION 01 31 19.00 50 Page 3

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SECTION 01 32 01.00 10

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this Specification to theextent referenced. The publications are referred to within the text by thebasic designation only.


ER 1-1-11 (1995) Administration -- Progress,Schedules, and Network Analysis Systems

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;submittals not having a "G" designation are for Contractor Quality Controlapproval. Submit the following in accordance with Section 01 33 00SUBMITTAL PROCEDURES:


Project Schedule; G

1.3 QUALITY ASSURANCE

Designate an authorized representative to be responsible for thepreparation of the schedule and all required updating (activity status) andpreparation of reports. The authorized representative shall havepreviously developed, created, and maintained at least two (2) electronicschedules for projects similar in nature and complexity to this project andshall be experienced in the use of the scheduling software that meets therequirements of this Specification.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant tothe Contract Clause, SCHEDULE FOR CONSTRUCTION CONTRACTS. Show in theschedule the sequence in which the Contractor proposes to perform the workand dates on which the Contractor contemplates starting and completing allschedule activities. The scheduling of the entire project, including thedesign and construction sequences, is required. The scheduling ofconstruction design and construction is the responsibility of theContractor. Contractor management personnel shall actively participate inits development. Designers, Subcontractors and suppliers working on theproject shall also contribute in developing and maintaining an accurate

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Project Schedule. Provide a schedule that is a forward planning as well asa project monitoring tool.

3.1.1 Approved Project Schedule

Use the approved Project Schedule to measure the progress of the work andto aid in evaluating time extensions. Make the schedule cost loaded andactivity coded. The schedule shall provide the basis for all progresspayments. If the Contractor fails to submit any schedule within the timeprescribed, the Contracting Officer may withhold approval of progresspayments until the Contractor submits the required schedule.

3.1.2 Schedule Status Reports

Provide a Schedule Status Report on at least a monthly basis. If, in theopinion of the Contracting Officer, the Contractor falls behind theapproved schedule, take steps necessary to improve its progress includingthose that may be required by the Contracting Officer, without additionalcost to the Government. In this circumstance, the Contracting Officer mayrequire the Contractor to increase the number of shifts, overtimeoperations, days of work, and/or the amount of construction plant, and tosubmit for approval any supplementary schedule or schedules as theContracting Officer deems necessary to demonstrate how the approved rate ofprogress will be regained.

3.1.3 Default Terms

Failure of the Contractor to comply with the requirements of theContracting Officer shall be grounds for a determination, by theContracting Officer, that the Contractor is not prosecuting the work withsufficient diligence to ensure completion within the time specified in thecontract. Upon making this determination, the Contracting Officer mayterminate the Contractor's right to proceed with the work, or any separablepart of it, in accordance with the default terms of the Contract.

3.2 BASIS FOR PAYMENT AND COST LOADING

Use the schedule as the basis for determining Contract earnings during eachupdate period and therefore the amount of each progress payment. Lack ofan approved schedule update, or qualified scheduling personnel, will resultin the inability of the Contracting Officer to evaluate Contract earnedvalue for the purposes of payment. Failure of the Contractor to provideall required information will result in the disapproval of the preliminary,initial and subsequent schedule updates. In the event schedule revisionsare directed by the Contracting Officer and those revisions have not beenincluded in subsequent revisions or updates, the Contracting Officer mayhold retainage up to the maximum allowed by Contract, each payment period,until such revisions to the Project Schedule have been made. Activity costloading shall be reasonable, as determined by the Contracting Officer. Theaggregate value of all activities coded to a Contract CLIN shall equal thevalue of the CLIN on the Schedule.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

The computer software system utilized to produce and update the ProjectSchedule shall be capable of meeting all requirements of thisSpecification. Failure of the Contractor to meet the requirements of thisSpecification will result in the disapproval of the schedule.

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3.3.1 Critical Path Method

Use the Critical Path Method (CPM) of network calculation to generate theProject Schedule. Prepare the Project Schedule using the PrecedenceDiagram Method (PDM).

3.3.2 Level of Detail Required

Develop the Project Schedule to an appropriate level of detail. Failure todevelop the Project Schedule to an appropriate level of detail, asdetermined by the Contracting Officer, will result in its disapproval. TheContracting Officer will consider, but is not limited to, the followingcharacteristics and requirements to determine appropriate level of detail:

3.3.2.1 Activity Durations

Reasonable activity durations are those that allow the progress of ongoingactivities to be accurately determined between update periods. Less than 2percent of all non-procurement activities shall have Original Durations(OD) greater than 20 work days or 30 calendar days. Procurement activitiesare defined herein.

3.3.2.2 Procurement Activities

The schedule must include activities associated with the submittal,approval, procurement, fabrication and delivery of long lead materials,equipment, fabricated assemblies and supplies. Long lead procurementactivities are those with an anticipated procurement sequence of over 90calendar days. A typical procurement sequence includes the string ofactivities: submit, approve, procure, fabricate, and deliver.

3.3.2.3 Mandatory Tasks

The following tasks must be included and properly scheduled:

a. Submission and approval of as-built drawings.

b. Contractor's pre-final inspection.

c. Correction of punchlist from Contractor's pre-final inspection.

d. Government's pre-final inspection.

e. Correction of punch list from Government's pre-final inspection.

f. Final inspection.

3.3.2.4 Government Activities

Show Government and other agency activities that could impact progress.These activities include, but are not limited to: approvals, designreviews, inspections, utility tie-in, and Notice to Proceed (NTP) forphasing requirements.

3.3.2.5 Activity Responsibility Coding (RESP)

Assign Responsibility Code for all activities to the Prime Contractor,Subcontractor or Government responsible for performing the activity.Activities coded with a Government Responsibility code include, but are not

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AR301872


limited to: Government approvals, Government design reviews, and Notice toProceed (NTP) for phasing requirements. Code all activities not coded witha Government Responsibility Code to the Prime Contractor or Subcontractorresponsible to perform the work. Activities shall not have more than oneResponsibility Code. Examples of acceptableActivity Code values are: DOR (for the designer of record); ELEC (for theelectrical subcontractor); MECH (for the mechanical subcontractor); andGOVT (for USACE). Unacceptable code values are abbreviations of the namesof subcontractors.

3.3.2.6 Activity Work Area Coding

Assign Work Area code to activities based upon the work area in which theactivity occurs. Define work areas based on resource constraints or spaceconstraints that would preclude a resource, such as a particular trade orcraft work crew, from working in more than one work area at a time due torestraints on resources or space. Activities shall not have more than oneWork Area Code. Not all activities are required to be Work Area coded. Alack of Work Area coding will indicate the activity is not resource orspace constrained.

3.3.2.7 Contract Changes/Requests for Equitable Adjustment (REA) Coding(MODF)

Assign Activity Code to any activity or sequence of activities added to theschedule as a result of a Contract Modification, when approved by theContracting Officer, with a Contract Changes/REA Code. Key all Code valuesto the Government's modification numbering system. Any activity orsequence of activities added to the schedule as a result of allegedconstructive changes made by the Government may be added to a copy of thecurrent schedule, subject to the approval of the Contracting Officer.Assign Activity Codes for these activities with a Contract Changes/REACode. Key the code values to the Contractor's numbering system. Approvalto add these activities does not necessarily mean the Government acceptsresponsibility and, therefore, liability for such activities and anyassociated impacts to the schedule, but rather the Government recognizessuch activities are appropriately added to the schedule for the purposes ofmaintaining a realistic and meaningful schedule. Such activities shall notbe Responsibility Coded to the Government unless approved. An activityshall not have more than one Contract Changes/REA Code.

3.3.2.8 Contract Line Item (CLIN) Coding (BIDI)

Code all activities to the CLIN on the Contract Line Item Schedule to whichthe activity belongs. An activity shall not contain more than one CLINItem Code. CLIN Item code all activities, even when an activity is notcost loaded.

3.3.2.9 Phase of Work Coding (PHAS)

Assign Phase of Work Code to all activities based upon the phase of work inwhich the activity occurs. Code activities to a Construction Phase. Codefast track design and construction phases proposed by the Contractor toallow filtering and organizing the schedule by fast track design andconstruction packages. If the Contract specifies construction phasing withseparately defined performance periods, identify a Construction Phase Codeto allow filtering and organizing the schedule accordingly. Each activityshall be identified with a single project phase and have only one Phase ofWork code.

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3.3.2.10 Category of Work Coding (CATW)

Assign Category of Work Code to all Activities based upon the category ofwork to which the activity belongs. Category of Work Code must include,but is not limited to: Construction Submittal Approvals, Acceptance,Procurement, Fabrication, Delivery, Weather Sensitive Installation,Non-Weather Sensitive Installation, Start-Up, Test and Turnover. Assign aCategory of Work Code to each activity. Each activity shall have only oneCategory of Work Code.

3.3.2.11 Definable Features of Work Coding (FOW1, FOW2, FOW3)

Assign a Definable Feature of Work Code to appropriate activities based onthe definable feature of work to which the activity belongs. Not allactivities are required to be Definable Feature of Work Coded.

3.3.3 Scheduled Project Completion and Activity Calendars

The schedule interval shall extend from NTP date to the required Contractcompletion date. The Contract completion activity (End Project) shallfinish based on the required Contract duration in the accepted Contractproposal, as adjusted for any approved Contract time extensions. The firstscheduled work period shall be the day after NTP is received by theContractor. Schedule activities on a calendar to which the activitylogically belongs. Activities may be assigned to a 7-day calendar when theContract assigns calendar day durations for the activity such as aGovernment Acceptance activity. If the Contractor intends to performphysical work less than seven days per week, schedule the associatedactivities on a calendar with non-work periods identified includingweekends and holidays. Assign the Category of Work Code - WeatherSensitive Installation to those activities that are weather sensitive.Original durations must account for anticipated normal adverse weather.The Government will interpret all work periods not identified as non-workperiods on each calendar as meaning the Contractor intends to perform workduring those periods.

3.3.3.1 Project Start Date

The schedule shall start no earlier than the date on which the NTP wasacknowledged. Include as the first activity in the project schedule anactivity called "Start Project"(or NTP). The "Start Project" activityshall have an "ES" constraint date equal to the date that the NTP wasacknowledged, and a zero day duration.

3.3.3.2 Schedule Constraints and Open Ended Logic

Constrain completion of the last activity in the schedule by the Contractcompletion date. Schedule calculations shall result in a negative floatwhen the calculated early finish date of the last activity is later thanthe Contract completion date. Include as the last activity in the projectschedule an activity called "End Project". The "End Project" activityshall have an "LF" constraint date equal to the Contract completion datefor the project, and with a zero day duration or by using the "project mustfinish by" date in the scheduling software. The schedule shall have noconstrained dates other than those specified in the Contract. The use ofartificial float constraints such as "zero fee float" or "zero total float"are typically prohibited. There shall only be 2 open ended activities:Start Project (or NTP) with no predecessor logic and End Project with no

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successor logic.

3.3.3.3 Early Project Completion

In the event the Preliminary or Initial project schedule calculates anearly completion date of the last activity prior to the Contract completiondate, identify those activities that it intends to accelerate and/or thoseactivities that are scheduled in parallel to support the Contractor's"early" completion. The last activity shall have a late finish constraintequal to the Contract completion date and the schedule will calculatepositive float. The Government will not approve an early completionschedule with zero float on the longest path. The Government is under noobligation to accelerate activities for which it is responsible to supporta proposed early Contract completion.

3.3.4 Interim Completion Dates

Constrain contractually specified interim completion dates to show negativefloat when the calculated early finish date of the last activity in thatphase is later than the specified interim completion date.

3.3.4.1 Start Phase

Include as the first activity for a project phase an activity called "StartPhase X" where "X" refers to the phase of work. The "Start Phase X"activity shall have an "ES" constraint date equal to the date on which theNTP was acknowledged, and a zero day duration.

3.3.4.2 End Phase

Include as the last activity for a project phase an activity called "EndPhase X" where "X" refers to the phase of work. The "End Phase X" activityshall have an "LF" constraint date equal to the specified completion datefor that phase and a zero day duration.

3.3.4.3 Phase "X" Hammock

Include a hammock type activity for each project phase called "Phase X"where "X" refers to the phase of work. The "Phase X" hammock activityshall be logically tied to the earliest and latest activities in the phase.

3.3.5 Default Progress Data Disallowed

Do not automatically update Actual Start and Finish dates with defaultmechanisms that may be included in the scheduling software. ActivityActual Start (AS) and Actual Finish (AF) dates assigned during the updatingprocess shall match those dates provided from Contractor Quality ControlReports. Failure of the Contractor to document the AS and AF dates on theDaily Quality Control report for every in-progress or completed activity,and failure to ensure that the data contained on the Daily Quality Controlreports is the sole basis for schedule updating shall result in thedisapproval of the Contractor's updated schedule and the inability of theContracting Officer to evaluate Contractor progress for payment purposes.Updating of the percent complete and the remaining duration of any activityshall be independent functions. Disable program features which calculateone of these parameters from the other.

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3.3.6 Out-of-Sequence Progress

Activities that have progressed before all preceding logic has beensatisfied (Out-of-Sequence Progress) will be allowed only on a case-by-casebasis subject to approval by the Contracting Officer. Propose logiccorrections to eliminate all out of sequence progress or justify notchanging the sequencing for approval prior to submitting an updated projectschedule. Correct out of sequence progress that continues for more thantwo update cycles by logic revision, as approved by the Contracting Officer.

3.3.7 Negative Lags and Start to Finish Relationships

Lag durations contained in the project schedule shall not have a negativevalue. Do not use Start to Finish (SF) relationships.

3.3.8 Calculation Mode

Schedule calculations shall retain the logic between predecessors andsuccessors even when the successor activity starts and the predecessoractivity has not finished. Software features that in effect sever the tiebetween predecessor and successor activities when the successor has startedand the predecessor logic is not satisfied ("progress override") will notbe allowed.

3.4 PROJECT SCHEDULE SUBMISSIONS

Provide the submissions as described below. The data CD, reports, andnetwork diagrams required for each submission are contained in paragraphSUBMISSION REQUIREMENTS.

3.4.1 Preliminary Project Schedule Submission

Submit the Preliminary Project Schedule, defining the Contractor's plannedoperations for the first 90 calendar days for approval within seven (7)calendar days after the NTP is acknowledged. The approved PreliminaryProject Schedule will be used for payment purposes not to exceed 90calendar days after NTP. Completely cost load the Preliminary ProjectSchedule to balance the contract award CLINS shown on the Price Schedule.Detail it for the first 90 calendar days. It may be summary in nature forthe remaining performance period. It must be early start and late finishconstrained and logically tied as previously specified. The PreliminaryProject Schedule forms the basis for the Initial Project Schedule specifiedherein and must include all of the required Plan and Program preparations,submissions and approvals identified in the Contract (for example, QualityControl Plan, Safety Plan, and Environmental Protection Plan) as well asother non-construction activities intended to occur within the first 90calendar days. Schedule any construction activities planned for the first90 calendar days after NTP. Constrain planned construction activities byGovernment acceptance of the associated design package(s) and all otherspecified Program and Plan approvals. Activity Code any activities thatare summary in nature after the first 90 calendar days with ResponsibilityCode (RESP) and Feature of Work code (FOW1, FOW2, FOW3).

3.4.2 Initial Project Schedule Submission

Submit the Initial Project Schedule for approval within fourteen (14)calendar days after NTP. The schedule shall demonstrate a reasonable andrealistic sequence of activities which represent all work through theentire Contract performance period. The Initial Schedule shall be at a

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reasonable level of detail as determined by the Contracting Officer.

3.4.3 Schedule Updates

Based on the result of the meeting, specified in SCHEDULE UPDATES, submitperiodic schedule updates. These submissions will enable the ContractingOfficer to assess Contractor's progress. If the Contractor fails orrefuses to furnish the information and project schedule data, which in thejudgment of the Contracting Officer or authorized representative isnecessary for verifying the Contractor's progress, the Contractor shall bedeemed not to have provided an estimate upon which progress payment may bemade.

3.4.4 Standard Activity Coding Dictionary

Use the activity coding structure defined in the Standard Data ExchangeFormat (SDEF) in ER 1-1-11, Appendix A. This exact structure is mandatory,even if some fields are not used. A template SDEF compatible schedulebackup file (sdef.prx) is available on the QCS website:www.rmssupport.com. The SDEF format is as follows:

Field ActivityCode Length Description

1 WRKP 3 Workers per Day2 RESP 4 Responsible Party (e.g. GC, subcontractor, USACE)3 AREA 4 Area of Work4 MODF 6 Modification or REA number5 BIDI 6 Bid Item (CLIN)6 PHAS 2 Phase of Work7 CATW 1 Category of Work8 FOW1 10 Feature of Work (up to 10 characters in length)9 FOW2 10 Feature of Work (up to 20 characters in length)

10 FOW3 10 Feature of Work (up to 30 characters in length)

3.5 SUBMISSION REQUIREMENTS

Submit the following items for the Preliminary Schedule, Initial Schedule,and Schedule Updates throughout the life of the project:

3.5.1 Data CD's

Provide two (2) sets of data CD's containing the project schedule in thebackup format. Each CD shall also contain all previous update backupfiles. File medium shall be CD. Label each CD indicating the type ofschedule (Preliminary, Initial, Update), full Contract number, Data Dateand file name. Each schedule shall have a unique file name as determinedby the Contractor.

3.5.2 Narrative Report

Provide a Narrative Report with the Preliminary, Initial, and each PeriodicUpdate of the project schedule, as the basis of the progress paymentrequest. The Narrative Report shall include: a description of activitiesalong the 2 most critical paths where the total float is less than or equalto ten (10) work days, a description of current and anticipated problemareas or delaying factors and their impact, and an explanation ofcorrective actions taken or required to be taken. The narrative report isexpected to communicate to the Government, the Contractor's thorough

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analysis of the schedule output and its plans to compensate for anyproblems, either current or potential, which are revealed through thatanalysis. Identify and explain why any activities that, based theircalculated late dates, should have either started or finished during theupdate period but did not.

3.5.3 Approved Changes Verification

Include only those project schedule changes in the schedule submission thathave been previously approved by the Contracting Officer. The NarrativeReport shall specifically reference, on an activity by activity basis, allchanges made since the previous period and relate each change todocumented, approved schedule changes.

3.5.4 Schedule Reports

The format, filtering, organizing and sorting for each schedule reportshall be as directed by the Contracting Officer. Typically reports shallcontain: Activity Numbers, Activity Description, Original Duration,Remaining Duration, Early Start Date, Early Finish Date, Late Start Date,Late Finish Date, Total Float, Actual Start Date, Actual Finish Date, andPercent Complete. The following lists typical reports that will berequested. One or all of these reports may be requested for each schedulesubmission.

3.5.4.1 Activity Report

A list of all activities sorted according to activity number.

3.5.4.2 Logic Report

A list of detailed predecessor and successor activities for every activityin ascending order by activity number.

3.5.4.3 Total Float Report

A list of all incomplete activities sorted in ascending order of totalfloat. List activities which have the same amount of total float inascending order of Early Start Dates. Do not show completed activities onthis report.

3.5.4.4 Earnings Report by CLIN

A compilation of the Contractor's Total Earnings on the project from theNTP to the data date. This report shall reflect the earnings of specificactivities based on the agreements made in the schedule update meetingdefined herein. Provided that the Contractor has furnished a completeschedule update, this report shall serve as the basis of determiningprogress payments. Group activities by CLIN item number and sort byactivity number. This report shall: sum all activities coded to aparticular CLIN and provide a CLIN item percent earned value; and completeand sum CLIN items to provide a total project percent complete. Theprinted report shall contain, for each activity: the Activity Number,Activity Description, Original Budgeted Amount, Total Quantity, Quantity toDate, Percent Complete (based on cost), and Earnings to Date.

3.5.5 Network Diagram

The network diagram is required for the Preliminary, Initial and Periodic

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Updates. The network diagram shall depict and display the order andinterdependence of activities and the sequence in which the work is to beaccomplished. The Contracting Officer will use, but is not limited to, thefollowing conditions to review compliance with this paragraph:

3.5.5.1 Continuous Flow

Diagrams shall show a continuous flow from left to right with no arrowsfrom right to left. Show the activity number, description, duration, andestimated earned value on the diagram.

3.5.5.2 Project Milestone Dates

Show dates on the diagram for start of project, any Contract requiredinterim completion dates, and Contract completion dates.

3.5.5.3 Critical Path

Clearly show the critical path.

3.5.5.4 Banding

Organize activities as directed to assist in the understanding of theactivity sequence. Typically, this flow will group activities by categoryof work, work area and/or responsibility.

3.5.5.5 S-Curves

Earnings curves showing projected early and late earnings and earnings todate.

3.6 SCHEDULE UPDATES

The Contractor shall periodically update the project schedule for thepurposes of reviewing the Contractor's proposed out of sequencecorrections, determining causes for delay, correcting logic, maintainingschedule accuracy and determining earned value. Schedule updates shalloccur bi-weekly within five (5) days of the proposed schedule data date andafter the Contractor has updated the schedule with Government concurrencerespecting actual start dates, actual finish dates, remaining durations andpercent complete for each activity it intend to status. The udpatedapproved schedule shall be a condition precedent to a formal submission ofthe update as described in SUBMISSION REQUIREMENTS and to the submission ofan invoice for payment. The Contractor's authorized schedulingrepresentative will organize, sort, filter and schedule the update asrequested by the Government. A rough draft of the proposed activity logiccorrections and narrative report shall be provided to the Government. TheContractor's Project Manager and Authorized Scheduler shall attend themeeting with the Authorized Representative of the Contracting Officer.

3.6.1 Update Submission Following Progress Meeting

Submit a complete update of the project schedule containing all approvedprogress, revisions, and adjustments, pursuant to paragraph SUBMISSIONREQUIREMENTS not later than four (4) working days after a regular weeklyconstruction progress meeting, reflecting only those changes made duringthe previous update meeting.

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3.6.2 Status of Activities

Update information, including Actual Start Dates (AS), Actual Finish Dates(AF), Remaining Durations (RD), and Percent Complete shall be subject tothe approval of the Government prior to the meeting. As a minimum, addressthe following items on an activity by activity basis during each progressmeeting.

3.6.2.1 Start and Finish Dates

Accurately show the status of the AS and/or AF dates for each activitycurrently in-progress or completed since the last update. The Governmentmay allow an AF date to be assigned with the percent complete less than100% to account for the value of work remaining but not restrainingsuccessor activities. Only assign AS dates when actual progress occurs onan activity.

3.6.2.2 Remaining Duration

Update the estimated RD for all incomplete activities independent ofPercent Complete. Remaining Durations may exceed the activity OD or mayexceed the activity's prior update RD if the Government considers thecurrent OD or RD to be understated based on current progress, insufficientwork crews actually manning the job, unrealistic OD or deficiencies thatmust be corrected that restrain successor activities.

3.6.2.3 Percent Complete

Update the percent complete for each activity started, based on therealistic assessment of earned value. Activities which are complete butfor remaining minor punch list work and which do not restrain theinitiation of successor activities may be declared 100 percent complete.To allow for proper schedule management, cost load the correction of punchlist from Government pre-final inspection activity(ies) not less than 1percent of the total Contract value, which activity(ies) may be declared100 percent complete upon completion and correction of all punch list workidentified during Government pre-final inspection(s).

3.6.2.4 Logic Changes

Specifically identify and discuss all logic changes pertaining to NTP onchange orders, change orders to be incorporated into the schedule,Contractor proposed changes in work sequence, corrections to schedule logicfor out-of-sequence progress, and other changes that have been madepursuant to Contract provisions. The Government will only approve logicrevisions for the purpose of keeping the schedule valid in terms of itsusefulness in calculating a realistic completion date, correcting erroneouslogic ties, and accurately sequencing the work.

3.6.2.5 Other Changes

Other changes required due to delays in completion of any activity or groupof activities include: 1) delays beyond the Contractor's control, such asstrikes and unusual weather. 2) delays encountered due to submittals,Government Activities, deliveries or work stoppages which make re-planningthe work necessary. 3) Changes required to correct a schedule that doesnot represent the actual or planned prosecution and progress of the work.

SECTION 01 32 01.00 10 Page 11

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3.7 REQUESTS FOR TIME EXTENSIONS

In the event the Contractor believes it is entitled to an extension of theContract performance period, completion date, or any interim milestonedate, furnish the following for a determination by the ContractingOfficer: justification, project schedule data, and supporting evidence asthe Contracting Officer may deem necessary. Submission of proof ofexcusable delay, based on revised activity logic, duration, and costs(updated to the specific date that the delay occurred) is a conditionprecedent to any approvals by the Government. In response to each RequestFor Proposal issued by the Government, submit a schedule impact analysisdemonstrating whether or not the change contemplated by the Governmentimpacts the critical path.

3.7.1 Justification of Delay

The project schedule shall clearly display that the Contractor has used, infull, all the float time available for the work involved with thisrequest. The Contracting Officer's determination as to the number ofallowable days of contract extension shall be based upon the projectschedule updates in effect for the time period in question, and otherfactual information. Actual delays that are found to be caused by theContractor's own actions, which result in a calculated schedule delay, willnot be a cause for an extension to the performance period, completion date,or any interim milestone date.

3.7.2 Submission Requirements

Submit a justification for each request for a change in the Contractcompletion date of less than 2 weeks based upon the most recent scheduleupdate at the time of the NTP or constructive direction issued for thechange. Such a request shall be in accordance with the requirements ofother appropriate Contract Clauses and shall include, as a minimum:

a. A list of affected activities, with their associated projectschedule activity number.

b. A brief explanation of the causes of the change.

c. An analysis of the overall impact of the changes proposed.

d. A sub-network of the affected area.

Identify activities impacted in each justification for change by a uniqueActivity Code contained in the required data file.

3.7.3 Additional Submission Requirements

The Contracting Officer may request an interim update with revisedactivities for any requested time extension of over two (2) weeks. Providethis disk within four (4) days of the Contracting Officer's request.

3.8 DIRECTED CHANGES

If the NTP is issued for changes prior to settlement of price and/or time,submit proposed schedule revisions to the Contracting Officer within 2weeks of the NTP being issued. The Contracting Officer will approveproposed revisions to the schedule prior to inclusion of those changeswithin the project schedule. If the Contractor fails to submit the

SECTION 01 32 01.00 10 Page 12

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proposed revisions, the Contracting Officer may furnish the Contractor withsuggested revisions to the project schedule. Include these revisions inthe project schedule until revisions are submitted, and final changes andimpacts have been negotiated. If the Contractor has any objections to therevisions furnished by the Contracting Officer, advise the ContractingOfficer within two (2) weeks of receipt of the revisions. Regardless ofthe objections, continue to update the schedule with the ContractingOfficer's revisions until a mutual agreement in the revisions is reached.If the Contractor fails to submit alternative revisions within two (2)weeks of receipt of the Contracting Officer's proposed revisions, theContractor will be deemed to have concurred with the Contracting Officer'sproposed revisions. The proposed revisions will then be the basis for anequitable adjustment for performance of the work.

3.9 WEEKLY PROGRESS MEETINGS

a. Meet weekly with the Government (or as otherwise mutually agreedto) for the purpose of jointly reviewing the actual progress of theproject as compared to the as planned progress and to review plannedactivities for the upcoming two weeks. The then current and approvedschedule update shall be used for the purposes of this meeting and forthe production and review of reports. The Contractor's Project Managerand the Authorized Representative of the Contracting Officer shallattend. The weekly progress meeting will address the status of RFI's,RFP's and Submittals.

b. Provide a bar chart produced by the scheduling software, organizedby Total Float and Sorted by Early Start Date, and a two week"look-ahead" schedule by filtering all schedule activities to show onlycurrent ongoing activities and activities schedule to start during theupcoming two weeks, organized by Work Area Code (AREA) and sorted byEarly Start Date.

c. The Government and the Contractor shall jointly review thereports. If it appears that activities on the longest path(s) whichare currently driving the calculated completion date (drivingactivities), are not progressing satisfactorily and therefore couldjeopardize timely project completion, corrective action must be takenimmediately. Corrective action includes but is not limited to:increasing the number of work crews; increasing the number of workshifts; increasing the number of hours worked per shift; anddetermining if Government responsibility coded activities requireGovernment corrective action.

3.10 OWNERSHIP OF FLOAT

Float available in the schedule, at any time, shall not be considered forthe exclusive use of either the Government or the Contractor.

3.11 TRANSFER OF SCHEDULE DATA INTO RMS/QCS

Download and upload the schedule data into the Resident Management System(RMS) prior to RMS databases being transferred to the Government. This isconsidered to be additional supporting data in a form and detail requiredby the Contracting Officer pursuant to FAR 52.232-5 - Payments underFixed-Price Construction Contracts. The receipt of a proper paymentrequest pursuant to FAR 52.232-27 - Prompt Payment for ConstructionContracts is contingent upon the Government receiving both acceptable andapprovable hard copies and electronic export from QCS of the application

SECTION 01 32 01.00 10 Page 13

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for progress payment.

Refer to Section 01 45 00.10 Quality Control System (QCS) for additionalinformation regarding the RMS.


SECTION 01 32 01.00 10 Page 14

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SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

The Contracting Officer may request submittals in addition to thosespecified when deemed necessary to adequately describe the work covered inthe respective sections.

Units of weights and measures used on all submittals are to be the same asthose used in the Contract Drawings.

Each submittal is to be complete and in sufficient detail to allow readydetermination of compliance with Contract requirements.

Contractor's Quality Control (QC) System Manager to check and approve allitems prior to submittal and stamp, sign, and date indicating actiontaken. Proposed deviations from the Contract requirements are to beclearly identified. Include within submittals items such as:Contractor's, manufacturer's, or fabricator's drawings; sequence ofconstruction; descriptive literature including (but not limited to) catalogcuts, diagrams, operating charts or curves; test reports; test cylinders;samples; O&M manuals (including parts list); certifications; warranties;and other such required submittals.

Submittals requiring Government approval are to be scheduled and made priorto the acquisition of the material or equipment covered thereby. Pick upand disposal of samples not incorporated into the work in accordance withmanufacturer's Material Safety Data Sheets (MSDS) and in compliance withexisting laws and regulations.

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.Submittals are identified by Submittal Description (SD) numbers and titlesas follows:


Submittals which are required prior to start of construction (work) orthe start of the next major phase of the construction on a multi-phaseContract, includes schedules, tabular list of data, or tabular listincluding location, features, or other pertinent information regardingproducts, materials, equipment, or components to be used in the work,submitted prior to start of construction work or next major phase ofconstruction.

Certificates of Insurance

Surety Bonds

List of Proposed Subcontractors

List of Proposed Products


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Construction Progress Schedule

Network Analysis Schedule (NAS)

Submittal Register

Schedule of Prices

Health and Safety Plan

Work Plan

Quality Control(QC) Plan

Environmental Protection Plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustratesome portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use inproducing the product and as aids to the Contractor for integrating theproduct or system into the project.

Drawings prepared by or for the Contractor to show how multiple systemsand interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts,instructions and brochures illustrating size, physical appearance andother characteristics of materials, systems or equipment for someportion of the work.

Samples of warranty language when the Contract requires extendedproduct warranties.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that amaterial, product or system identical to the material, product orsystem to be provided has been tested in accord with specifiedrequirements. (Testing must have been within three (3) years of dateof Contract award for the project.)

Report which includes findings of a test required to be performed bythe Contractor on an actual portion of the work or prototype preparedfor the project before shipment to job site.

Report which includes finding of a test made at the job site or onsample taken from the job site, on portion of work during or afterinstallation.

Investigation reports.

Daily logs and checklists.


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Final acceptance test and operational test procedure.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed byresponsible officials of manufacturer of product, system or materialattesting that product, system or material meets Specificationrequirements. Must be dated after award of project Contract andclearly name the project.

Document required of Contractor, or of a manufacturer, supplier,installer or Subcontractor through Contractor, the purpose of which isto further quality of orderly progression of a portion of the work bydocumenting procedures, acceptability of methods or personnelqualifications.

Confined space entry permits.

Text of posted operating instructions.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrativerequirements or to establish an administrative mechanism.

Special requirements necessary to properly close out a constructionContract. For example, Record Drawings and as-built drawings.

1.1.2 Approving Authority

Office or designated person authorized to approve submittal.

1.1.3 Work

As used in this section, on- and off-site construction required by Contractdocuments, including labor necessary to produce submittals, except thoseSD-01 Pre-Construction Submittals noted above, construction, materials,products, equipment, and systems incorporated or to be incorporated in suchconstruction.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;submittals not having a "G" designation are for Contractor Quality Controlapproval.

The Contractor may request submittals in addition to those specified whendeemed necessary to adequately describe the work covered in the respectivesections. Units of weight and measures used on all submittals are to be thesame as those used in the Contract Drawings. Each submittal shall becomplete and in sufficient detail to allow ready determination ofcompliance with Contract requirements.

Submit the following in accordance with this section.


Submittal Register; G


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1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.3.1 Government Approved; G

Government approval is required for extensions of design, criticalmaterials, deviations, equipment whose compatibility with the entire systemmust be checked, and other items as designated by the Contracting Officer.Within the terms of the Contract Clause entitled, "Specifications andDrawings for Construction," they are considered to be "shop drawings."

1.3.2 Information Only

Submittals not requiring Government approval will be for information only.They are not considered to be "shop drawings" within the terms of theContract Clause referred to above.

1.4 PREPARATION

1.4.1 Transmittal Form

Use the attached sample transmittal form (ENG Form 4025) for submittingboth Government approved and information only submittals in accordance withthe instructions on the reverse side of the form. These forms are includedin the Quality Control System (QCS) software that the Contractor isrequired to use for this Contract. Properly complete this form by fillingout all the heading blank spaces and identifying each item submitted.Exercise special care to ensure proper listing of the Specificationparagraph and sheet number of the Contract Drawings pertinent to the datasubmitted for each item.

1.5 QUANTITY OF SUBMITTALS

Contractor shall submit seven (7) copies of submittals requiring review andapproval by the Contracting Officer, unless stated otherwise.

1.6 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval ofthe Contracting Officer is not required on information only submittals.The Government reserves the right to require the Contractor to resubmit anyitem found not to comply with the Contract. This does not relieve theContractor from the obligation to furnish material conforming to the Plansand Specifications; will not prevent the Contracting Officer from requiringremoval and replacement of nonconforming material incorporated in the work;and does not relieve the Contractor of the requirement to furnish samplesfor testing by the Government laboratory or for check testing by theGovernment in those instances where the technical Specifications soprescribe.

1.7 VARIATIONS

Variations from Contract requirements require Government approval pursuantto Contract Clause FAR 52.236-21 and will be considered where advantageousto Government.


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1.7.1 Considering Variations

Discussion with Contracting Officer prior to submission will help ensurefunctional and quality requirements are met and minimize rejections andre-submittals. When contemplating a variation which results in lower cost,consider submission of the variation as a Value Engineering Change Proposal(VECP).

Specifically point out variations from Contract requirements in transmittalletters. Failure to point out deviations may result in the Governmentrequiring rejection and removal of such work at no additional cost to theGovernment.

1.7.2 Proposing Variations

When proposing variation, Contractor shall deliver written request to theContracting Officer, with documentation of the nature and features of thevariation and why the variation is desirable and beneficial to Government.If lower cost is a benefit, the Contractor shall also include an estimateof the cost savings. In addition to documentation required for variation,include the submittals required for the item. Clearly mark the proposedvariation in all documentation.

Check the column "variation" of ENG Form 4025 for submittals which includeproposed deviations requested by the Contractor. Set forth in writing thereason for any deviations and annotate such deviations on the submittal.The Government reserves the right to rescind inadvertent approval ofsubmittals containing unnoted deviations.

1.7.3 Warranting That Variations Are Compatible

When delivering a variation for approval, Contractor, warrants that thisContract has been reviewed to establish that the variation, ifincorporated, will be compatible with other elements of work.

1.7.4 Review Schedule Is Modified

In addition to normal submittal review period, a period of ten (10) workingdays will be allowed for consideration by the Government of submittals withvariations.

1.8 SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. Do notchange data which is output in columns (c), (d), (e), and (f) as deliveredby Government; retain data which is output in columns (a), (g), (h), and(i) as approved. A submittal register showing items of equipment andmaterials for which submittals are required by the Specifications isprovided as an attachment. This list may not be all inclusive andadditional submittals may be required. The Government will provide theinitial submittal register in electronic format with the following fieldscompleted, to the extent that will be required by the Government duringsubsequent usage.

Column (c): Lists specification section in which submittal isrequired.

Column (d): Lists each submittal description (SD No. and type,e.g. SD-02 Shop Drawings) required in each specification section.


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Column (e): Lists one principal paragraph in specificationsection where a material or product is specified. This listing isonly to facilitate locating submitted requirements. Do notconsider entries in column (e) as limiting project requirements.

Thereafter, the Contractor is to track all submittals by maintaining acomplete list, including completion of all data columns, including dates onwhich submittals are received and returned by the Government. Contractorshall update and submit the register monthly or until all submittals havebeen satisfactorily completed. Contractor shall revise the submittalregister when the progress schedule is revised and submit both for approval.

Contractor shall coordinate the submittal dates and need dates with datesin the Contractor prepared progress schedule as outlined in Section01 32 01.00 10 PROJECT SCHEDULE.

1.8.1 Use of Submittal Register

Submit submittal register. Submit with QC plan and project schedule.Verify that all submittals required for project are listed and add missingsubmittals. Coordinate and complete the following fields on the registersubmitted with the QC plan and the project schedule:

Column (a) Activity Number: Activity number from the projectschedule.

Column (g) Contractor Submit Date: Scheduled date for approvingauthority to receive submittals.

Column (h) Contractor Approval Date: Date Contractor needsapproval of submittal.

Column (i) Contractor Material: Date that Contractor needsmaterial delivered to Contractor control.

1.8.2 Contractor Use of Submittal Register

Update the following fields with each submittal throughout Contract.

Column (b) Transmittal Number: Contractor assigned list ofconsecutive numbers.

Column (j) Action Code (k): Date of action used to recordContractor's review when forwarding submittals to QC.

Column (l) List date of submittal transmission.

Column (q) List date approval received.

1.8.3 Approving Authority Use of Submittal Register

Update the following fields.

Column (b) Transmittal Number: Contractor assigned list ofconsecutive numbers.

Column (l) List date of submittal receipt.


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Column (m) through (p) List Date related to review actions.

Column (q) List date returned to Contractor.

1.8.4 Government Review Action Codes

Entries for columns (j) and (o) to be used are as follows (others maybeprescribed by Transmittal Form):

"A" - "Approved as submitted"; "Completed"

"B" - "Approved, except as noted on drawings"; "Completed"

"C" - "Approved, resubmission required"; "Resubmit"

"D" - "Returned by correspondence"; "Completed"

"E" - "Disapproved (See attached)"; "Resubmit"

"F" - "Receipt acknowledged"; "Completed"

"G" - "Other (Specify)"; "Resubmit"

"X" - "Receipt acknowledged, does not comply"; "Resubmit"

1.8.5 Copies Delivered to the Government

Deliver one copy of submittal register updated by Contractor to Governmentwith each invoice request.

1.9 SCHEDULING

Schedule and submit concurrently submittals covering component itemsforming a system or items that are interrelated. Include certifications tobe submitted with the pertinent drawings at the same time. No delaydamages or time extensions will be allowed for time lost in latesubmittals.

a. Coordinate scheduling, sequencing, preparing and processing ofsubmittals with performance of work so that work will not be delayed bysubmittal processing. Allow for potential resubmittal of requirements.

b. Submittals called for by the Contract documents will be listed on theregister. If a submittal is called for but does not pertain to theContract work, the Contractor is to include the submittal in theregister and annotate it "N/A" with a brief explanation. Approval bythe Contracting Officer does not relieve the Contractor of supplyingsubmittals required by the Contract documents but which have beenomitted from the register or marked "N/A."

c. Re-submit register and annotate monthly by the Contractor with actualsubmission and approval dates. When all items on the register havebeen fully approved, no further re-submittal is required.

d. Carefully control procurement operations to ensure that each individualsubmittal is made on or before the Contractor scheduled submittal dateshown on the approved "Submittal Register."

e. Except as specified otherwise, allow review period, beginning with


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receipt by approving authority, that includes at least seven (7)working days for submittals for Government approval. Period of reviewfor submittals with Contracting Officer approval begins when Governmentreceives submittal from QC organization.

f. Period of review for each resubmittal is the same as for initialsubmittal.

1.10 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, the Government will:

a. Note date on which submittal was received.

b. Review submittals for approval within scheduling period specified andonly for conformance with project design concepts and compliance withContract documents.

c. Identify returned submittals with one of the actions defined inparagraph entitled, "Review Notations," of this section and withmarkings appropriate for action indicated.

Upon completion of review of submittals requiring Government approval,stamp and date approved submittals. Five (5) copies of the approvedsubmittal will be retained by the Contracting Officer and two (2) copies ofthe submittal will be returned to the Contractor. If the Governmentperforms a conformance review of approved submittals, the submittals willbe so identified and returned, as described above.

1.11 DISAPPROVED OR REJECTED SUBMITTALS

Contractor shall make corrections required by the Contracting Officer. Ifthe Contractor considers any correction or notation on the returnedsubmittals to constitute a change to the Contract Drawings orSpecifications, notice as required under the clause entitled, "Changes," isto be given to the Contracting Officer. Contractor is responsible for thedimensions and design of connection details and construction of work.Failure to point out deviations may result in the Government requiringrejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, the Contractor shall make suchrevisions and submission of the submittals in accordance with theprocedures above. No item of work requiring a submittal change is to beaccomplished until the changed submittals are approved.

1.12 APPROVED/ACCEPTED SUBMITTALS

The Contracting Officer's approval or acceptance of submittals is not to beconstrued as a complete check, and indicates only that the general methodof construction, materials, detailing and other information aresatisfactory.

Approval or acceptance will not relieve the Contractor of theresponsibility for any error which may exist, as the Contractor under theContractor Quality Control (CQC) requirements of this contract isresponsible for dimensions, the design of adequate connections and details,and the satisfactory construction of all work. Proposed deviations from thecontract requirements are to be clearly identified.


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After submittals have been approved or accepted by the Contracting Officer,no resubmittal for the purpose of substituting materials or equipment willbe considered unless accompanied by an explanation of why a substitution isnecessary.

1.13 APPROVED SAMPLES

Approval of a sample is only for the characteristics or use named in suchapproval and should not be construed to change or modify any contractrequirements. Before submitting samples, the Contractor shall assure thatthe materials or equipment will be available in quantities required in theproject. No change or substitution will be permitted after a sample hasbeen approved.

Match the approved samples for materials and equipment incorporated in thework. If requested, approved samples, including those which may be damagedin testing, will be returned to the Contractor, at his expense, uponcompletion of the contract. Samples not approved will also be returned tothe Contractor at its expense, if so requested.

Failure of any materials to pass the specified tests will be sufficientcause for refusal to consider, under this Contract, any further samples ofthe same brand or make of that material. Government reserves the right todisapprove any material or equipment which previously has provedunsatisfactory in service.

Samples of various materials or equipment delivered on the site or in placemay be taken by the Contracting Officer for testing. Samples failing tomeet Contract requirements will automatically void previous approvals.Contractor to replace such materials or equipment to meet Contractrequirements.

Samples remaining upon completion of the work shall be picked up anddisposed of in accordance with manufacturer's Material Safety Data Sheets(MSDS) and in compliance with existing laws and regulations.

Approval of the Contractor's samples by the Contracting Officer does notrelieve the Contractor of his responsibilities under the contract.

1.14 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if requiredapprovals have not been obtained.

1.15 STAMPS

Stamps used by the Contractor on the submittal data to certify that thesubmittal meets Contract requirements is to be similar to the stamp below.


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________________________________________________________________________| CONTRACTOR || || (Firm Name) || || || || _____ Approved || || || _____ Approved with corrections as noted on submittal data and/or || attached sheets(s) || || || || SIGNATURE: __________________________________________________________ || || TITLE: ______________________________________________________________ || || DATE: _______________________________________________________________ || ||________________________________________________________________________|

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.



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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 3 PAGES

Atlantic Wood Industries (AWI) Superfund Site

01 30 00 SD-01 Preconstruction Submittals1.5.1 GList of contact personnel1.2 GView location map1.3 GProgress and completion pictures

01 32 01.00 10 SD-01 Preconstruction Submittals3.4 GProject Schedule

01 33 00 SD-01 Preconstruction Submittals1.8 GSubmittal Register

01 35 26 SD-01 Preconstruction SubmittalsGAccident Prevention Plan/Site

Safety and Health Plan/ActivityHazard Analysis (APP/SSHP/AHA)

SD-06 Test Reports1.11 GReports

01 35 29.13 SD-02 Shop Drawings1.16.1 GWork Zones1.17.1 GDecontamination Facilities

SD-03 Product Data1.13 FIOExposure Monitoring/Air

Sampling Program1.16.2 FIOSite Control Log1.12.4 FIOEmployee Certificates

01 35 45.00 10 SD-06 Test ReportsGQA Sampling and Analysis Plan

(SAP)3.3 GChemistry Data Package

SUBMITTAL REGISTERCONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:SCHEDULE DATES

CONTRACTORACTION

APPROVING AUTHORITY

ACTIVITY

NO

TRANSMITTAL

NO

SPEC

SECT

DESCRIPTION

ITEM SUBMITTED

PARAGRAPH

#

CLASSIFICATION

GOVT

OR

A/E

REVWR SUBMIT

APPROVALNEEDED

BY

MATERIALNEEDED

BY

ACTION

CODE

DATEOF

ACTION

DATE FWDTO APPR

AUTH/

DATE RCDFROM

CONTR

DATE FWDTO OTHERREVIEWER

DATE RCDFROM OTHREVIEWER

ACTION

CODE

DATEOF

ACTION

MAILEDTO

CONTR/

DATE RCDFRM APPR

AUTH REMARKS

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

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01 35 45.00 10 GChemical Data Final Report(CDFR)

01 50 00 SD-01 Preconstruction Submittals1.4 GConstruction site plan

GTraffic control plan01 57 20.00 10 SD-01 Preconstruction Submittals

1.8 GEnvironmental Protection PlanSD-03 Product Data

FIOWood cellulose fiber mulchFIOFertilizerFIOErosion Control Materials

SD-06 Test ReportsFIOErosion and Sediment Controls

SD-07 CertificatesFIOMill Certificate or AffidavitFIOState certification and approval

for seedFIOErosion Control Materials

01 58 00 SD-02 Shop Drawings1.3.1 GSign Legend Orders

01 74 19 SD-01 Preconstruction Submittals1.6 GWaste Management Plan

SD-11 Closeout Submittals1.7 GRecords

01 78 00 SD-11 Closeout Submittals1.2.1 GRecord Drawings




CONTRACTORACTION

APPROVING AUTHORITY

ACTIVITY

NO

TRANSMITTAL

NO

SPEC

SECT

DESCRIPTION

ITEM SUBMITTED

PARAGRAPH

#

CLASSIFICATION

GOVT

OR

A/E

REVWR SUBMIT

APPROVALNEEDED

BY

MATERIALNEEDED

BY

ACTION

CODE

DATEOF

ACTION

DATE FWDTO APPR

AUTH/

DATE RCDFROM

CONTR



ACTION

CODE

DATEOF

ACTION

MAILEDTO

CONTR/

DATE RCDFRM APPR

AUTH REMARKS


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01 78 00 GClosure Report02 55 00 SD-01 Preconstruction Submittals

GPortsmouth Public School District(PPSD) Personnel and PropertyProtection Plan (PPPP)

1.3.2 GKey PersonnelSD-02 Shop Drawings

GDaily S/S ReportGS/S Treatment Plan

SD-06 Test ReportsGPortland Slag Cement TestingGPost Treatment Testing

SD-07 Certificates2.1.2 GReagents

SD-11 Closeout SubmittalsGPre-Construction Topographic

SurveyGPost-Debris Removal

Topographic SurveyGPost-S/S Topographic Survey

31 00 00 SD-06 Test ReportsGCertified Test Reports

SD-07 CertificatesGGeotechnical Testing Laboratory




CONTRACTORACTION

APPROVING AUTHORITY

ACTIVITY

NO

TRANSMITTAL

NO

SPEC

SECT

DESCRIPTION

ITEM SUBMITTED

PARAGRAPH

#

CLASSIFICATION

GOVT

OR

A/E

REVWR SUBMIT

APPROVALNEEDED

BY

MATERIALNEEDED

BY

ACTION

CODE

DATEOF

ACTION

DATE FWDTO APPR

AUTH/

DATE RCDFROM

CONTR



ACTION

CODE

DATEOF

ACTION

MAILEDTO

CONTR/

DATE RCDFRM APPR

AUTH REMARKS


AR301896


SECTION 01 35 26

GOVERNMENTAL SAFETY REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES


AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

ASSE/SAFE A10.32 (2004) Fall Protection

ASSE/SAFE A10.34 (2001; R 2005) Protection of the Public onor Adjacent to Construction Sites

ASSE/SAFE Z359.1 (2007) Safety Requirements for PersonalFall Arrest Systems, Subsystems andComponents

ASME INTERNATIONAL (ASME)

ASME B30.22 (2010) Articulating Boom Cranes

ASME B30.3 (2009) Tower Cranes

ASME B30.5 (2007) Mobile and Locomotive Cranes

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2010) Standard for Portable FireExtinguishers

NFPA 241 (2009) Standard for SafeguardingConstruction,Alteration, and DemolitionOperations

NFPA 51B (2009; TIA 09-1) Standard for FirePrevention During Welding, Cutting, andOther Hot Work

NFPA 70 (2011) National Electrical Code

NFPA 70E (2009; Errata 09-1) Standard forElectrical Safety in the Workplace


EM 385-1-1 (2008; Change 1-2010; Change 3-2010;Errata 1-2010) Safety and HealthRequirements Manual


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

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1910.120 Hazardous Waste Operations and EmergencyResponse

29 CFR 1910.146 Permit-required Confined Spaces

29 CFR 1910.1000 Air Contaminants

29 CFR 1926 Safety and Health Regulations forConstruction


29 CFR 1926.500 Fall Protection

1.2 SUBMITTALS



Accident Prevention Plan/Site Safety and Health Plan/ActivityHazard Analysis (APP/SSHP/AHA); G

SD-06 Test Reports

Reports; G

Submit accident reports as an incident occurs, in accordance withthe requirements of the paragraph entitled, "Reports."

1.3 DEFINITIONS

a. High Visibility Accident. Any mishap which may generate publicityand/or high visibility.

b. Medical Treatment. Treatment administered by a physician or byregistered professional personnel under the standing orders of aphysician. Medical treatment does not include first aid treatment eventhrough provided by a physician or registered personnel.

c. Recordable Injuries or Illnesses. Any work-related injury orillness that results in:

(1) Death, regardless of the time between the injury and death,or the length of the illness;

(2) Days away from work (any time lost after day ofinjury/illness onset);

(3) Restricted work;


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(4) Transfer to another job;

(5) Medical treatment beyond first aid;

(6) Loss of consciousness; or

(7) A significant injury or illness diagnosed by a physician orother licensed health care professional, even if it did not resultin (1) through (6) above.

d. "USACE property and equipment" specified in USACE EM 385-1-1should be interpreted as Government property and equipment.

1.4 REGULATORY REQUIREMENTS

In addition to the detailed requirements included in the provisions of thisContract, comply with the most recent addition of USACE EM 385-1-1;29 CFR 1910 and 29 CFR 1926, particularly OSHA Standards 29 CFR 1910.120and 29 CFR 1926.65; and applicable the following federal, state, and local,laws, ordinances, criteria, rules and regulations. Submit matters ofinterpretation of standards to the Contracting Officer for resolutionbefore starting work. Where the requirements of this Specification,applicable laws, criteria, ordinances, regulations, and referenceddocuments vary, the most stringent requirements govern.

1.5 SITE QUALIFICATIONS, DUTIES AND MEETINGS

1.5.1 Personnel Qualifications

1.5.1.1 Site Safety and Health Officer (SSHO)

The Contractor shall provide a Safety and Health Officer (SSHO) asspecified in Section 01 35 29.13 HEALTH, SAFETY, AND EMERGENCY RESPONSEPROCEDURES FOR CONTAMINATED SITES.

1.5.2 Meetings

1.5.2.1 Preconstruction Conference

a. Contractor representatives who have a responsibility or significantrole in accident prevention on the project shall attend thepreconstruction conference. This includes the project superintendent,site safety and health officer, quality control supervisor, or anyother assigned safety and health professionals who participated in thedevelopment of the APP (including the Activity Hazard Analyses (AHAs)and special plans, program and procedures associated with it).

b. Discuss the details of the submitted APP to include incorporated plans,programs, procedures and a listing of anticipated AHAs that will bedeveloped and implemented during the performance of the Contract. Thislist of proposed AHAs will be reviewed at the conference and anagreement will be reached between the Contractor and the ContractingOfficer's Representative as to which phases will require an analysis.In addition, establish a schedule for the preparation, submittal,review, and acceptance of AHAs to preclude project delays.

c. Deficiencies in the submitted APP will be brought to the attention ofthe Contractor at the preconstruction conference, and the Contractorshall revise the plan to correct deficiencies and re-submit it for


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acceptance. Do not begin work until there is an accepted APP.

1.6 ACCIDENT PREVENTION PLAN (APP)

Use a qualified person to prepare the written site-specific APP. Preparethe APP in accordance with the format and requirements of USACE EM 385-1-1and as supplemented herein. Cover all paragraph and subparagraph elementsin USACE EM 385-1-1, Appendix A, "Minimum Basic Outline for AccidentPrevention Plan". The APP shall be included as part of the AccidentPrevention Plan/Site Safety and Health Plan/Activity Hazard Analysis(APP/SSHP/AHA) submittal. For requirements of the SSHP, see Section01 35 29.13 HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES FORCONTAMINATED SITES. Specific requirements for some of the APP elements aredescribed below. The APP shall be job-specific and address any unusual orunique aspects of the project or activity for which it is written. The APPshall interface with the Contractor's overall safety and health program.Include any portions of the Contractor's overall safety and health programreferenced in the APP in the applicable APP element and made site-specific.The Government considers the Prime Contractor to be the "controllingauthority" for all work site safety and health of the subcontractors.Contractors are responsible for informing their subcontractors of thesafety provisions under the terms of the Contract and the penalties fornoncompliance, coordinating the work to prevent one craft from interferingwith or creating hazardous working conditions for other crafts, andinspecting subcontractor operations to ensure that accident preventionresponsibilities are being carried out. The APP shall be signed by theperson and firm (senior person) preparing the APP, the Contractor, theon-site superintendent, the designated site safety and health officer, theContractor Quality control Manager, and any designated CSP and/or CIH.

Submit the APP to the Contracting Officer fifteen (15)calendar days priorto the date of the preconstruction conference for acceptance. Work cannotproceed without an accepted APP.

Once accepted by the Contracting Officer, the APP and attachments will beenforced as part of the Contract. Disregarding the provisions of thisContract or the accepted APP will be cause for stopping of work, at thediscretion of the Contracting Officer, until the matter has been rectified.

Once work begins, changes to the accepted APP shall be made with theknowledge and concurrence of the Contracting Officer, projectsuperintendent, SSHO and quality control manager. Should any severe hazardexposure, i.e. imminent danger, become evident, stop work in the area,secure the area, and develop a plan to remove the exposure and control thehazard. Notify the Contracting Officer within 24 hours of discovery.Eliminate/remove the hazard. In the interim, take all necessary action torestore and maintain safe working conditions in order to safeguard onsitepersonnel, visitors, the public (as defined by ASSE/SAFE A10.34,) and theenvironment.

Copies of the accepted plan will be maintained at the Contracting Officer'soffice and at the job site.

Continuously review and amend the APP, as necessary, throughout the life ofthe Contract. Incorporate unusual or high-hazard activities not identifiedin the original APP as they are discovered.


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1.6.1 EM 385-1-1 Contents

In addition to the requirements outlined in Appendix A of USACE EM 385-1-1,the following is required:

a. Site Safety and Health Plan. The safety and health aspects prepared inaccordance with Section 01 35 29.13 HEALTH, SAFETY, AND EMERGENCYRESPONSE PROCEDURES FOR CONTAMINATED SITES.

b. Excavation and Demolition Plan. The safety and health aspects preparedin accordance with Section 31 00 00 EARTHWORK and 01 35 29.13 HEALTH,SAFETY, AND EMERGENCY RESPONSE PROCEDURES FOR CONTAMINATED SITES.

1.7 ACTIVITY HAZARD ANALYSIS (AHA)

The Activity Hazard Analysis (AHA) format shall be in accordance with USACEEM 385-1-1, Section 1. The AHA shall be included as part of the AccidentPrevention Plan/Site Safety and Health Plan/Activity Hazard Analysis(APP/SSHP/AHA) submittal. Submit the AHA for review at least fifteen (15)calendar days prior to the start of each phase. Format subsequent AHAs asamendments to the APP. The analysis should be used during daily inspectionsto ensure the implementation and effectiveness of the activity's safety andhealth controls.

The AHA list will be reviewed periodically (at least monthly) at theContractor supervisory safety meeting and updated as necessary whenprocedures, scheduling, or hazards change.

Develop the activity hazard analyses using the project schedule as thebasis for the activities performed. Any activities listed on the projectschedule will require an AHA. The AHAs will be developed by theContractor, supplier or subcontractor and provided to the prime Contractorfor submittal to the Contracting Officer.

1.8 DISPLAY OF SAFETY INFORMATION

Within one (1) calendar day after commencement of work, erect a safetybulletin board at the job site. Where size, duration, or logistics ofproject do not facilitate a bulletin board, an alternative method,acceptable to the Contracting Officer, that is accessible and includes allmandatory information for employee and visitor review, shall be deemed asmeeting the requirement for a bulletin board. Include and maintaininformation on safety bulletin board as required by EM 385-1-1, section01.A.06.

1.9 SITE SAFETY REFERENCE MATERIALS

Maintain safety-related references applicable to the project, includingthose listed in the article "References." Maintain applicable equipmentmanufacturer's manuals.

1.10 EMERGENCY MEDICAL TREATMENT

Contractors will plan and arrange for their own emergency medical treatmentas specified in 01 35 29.13 HEALTH, SAFETY, AND EMERGENCY RESPONSEPROCEDURES FOR CONTAMINATED SITES, Paragraph "EMERGENCY RESPONSE ANDCONTINGENCY PROCEDURES." The Government has no responsibility to provideemergency medical treatment.


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1.11 REPORTS

1.11.1 Accident Reports

a. Conduct an accident investigation for recordable injuries andillnesses, as defined in 1.3.h and property damage accidents resultingin at least $2,000 in damages, to establish the root cause(s) of theaccident, complete the USACE Accident Report Form 3394 and provide thereport to the Contracting Officer within five (5) calendar day(s) ofthe accident. The Contracting Officer will provide copies of anyrequired or special forms.

1.11.2 Accident Notification

Notify the Contracting Officer as soon as practical, but not later thanfour hours, after any accident meeting the definition of RecordableInjuries or Illnesses or High Visibility Accidents, property damage equalto or greater than $2,000. Within notification include contractor name;contract title; type of contract; name of activity, installation orlocation where accident occurred; date and time of accident; names ofpersonnel injured; extent of property damage, if any; extent of injury, ifknown, and brief description of accident (to include type of constructionequipment used, PPE used, etc.). Preserve the conditions and evidence onthe accident site until the Government investigation team arrives on-siteand Government investigation is conducted.

1.12 FACILITY OCCUPANCY CLOSURE

Streets, walks, and other facilities occupied and used by the Governmentshall not be closed or obstructed without written permission from theContracting Officer.

1.13 SEVERE STORM PLAN

In the event of a severe storm warning, the Contractor must:

a. Secure outside equipment and materials and place materials that couldbe damaged in protected areas.

b. Check surrounding area, including roof, for loose material, equipment,debris, and other objects that could be blown away or against existingfacilities.

c. Ensure that temporary erosion controls are adequate.

1.14 CONFINED SPACE ENTRY REQUIREMENTS.

Contractors entering and working in confined spaces performing generalindustry work are required to follow the requirements of 29 CFR 1910.146,29 CFR 1926, and EM 385-1-1.

PART 2 PRODUCTS

Not used.


AR301902


PART 3 EXECUTION

3.1 CONSTRUCTION AND/OR OTHER WORK

Comply with USACE EM 385-1-1, NFPA 241, the APP, the AHA, Federal and StateOSHA regulations, and other related submittals and activity, fire andsafety regulations. The most stringent standard prevails.

3.1.1 Hazardous Material Exclusions

Notwithstanding any other hazardous material used in this Contract,radioactive materials or instruments capable of producingionizing/non-ionizing radiation (with the exception of radioactive materialand devices used in accordance with USACE EM 385-1-1 such as nucleardensity meters for compaction testing and laboratory equipment withradioactive sources) as well as materials which contain asbestos, mercuryor polychlorinated biphenyls, di-isocynates, lead-based paint areprohibited. The Contracting Officer, upon written request by theContractor, may consider exceptions to the use of any of the above excludedmaterials. The Radiation Safety Officer (RSO) must be notified prior toexcepted items of radioactive material and devices being brought on base.

3.1.2 Unforeseen Hazardous Material

The design should have identified materials such as creosote,pentachlorophenol, dioxin, metals, other OSHA regulated chemicals (i.e. 29CFR Part 1910.1000), and potential munitions and explosives of concern (lowprobability). If material, not indicated, that may be hazardous to humanhealth upon disturbance during construction operations is encountered, stopthat portion of work and notify the Contracting Officer immediately.Within fourteen (14) calendar days the Government will determine if thematerial is hazardous. If material is not hazardous or poses no danger,the Government will direct the Contractor to proceed without change. Ifmaterial is hazardous and handling of the material is necessary toaccomplish the work, the Government will issue a modification pursuant to"FAR 52.243-4, Changes" and "FAR 52.236-2, Differing Site Conditions."

3.2 PRE-OUTAGE COORDINATION MEETING

Contractors are required to apply for utility outages at least 15 days inadvance. As a minimum, the request should include the location of theoutage, utilities being affected, duration of outage and any necessarysketches. Special requirements for electrical outage requests arecontained elsewhere in this Specification section. Once approved, andprior to beginning work on the utility system requiring shut down, attend apre-outage coordination meeting with the Contracting Officer and thePublic Utilities representative to review the scope of work and thelock-out/tag-out procedures for worker protection. No work will beperformed on energized electrical circuits unless proof is provided that noother means exist.

3.3 CONTROL OF HAZARDOUS ENERGY (LOCKOUT/TAGOUT)

Contractor shall ensure that each employee is familiar with and complieswith these procedures and USACE EM 385-1-1, Section 12, Control ofHazardous Energy.

Contracting Officer will, at the Contractor's request, applylockout/tagout tags and take other actions that, because of experience and


AR301903


knowledge, are known to be necessary to make the particular equipment safeto work on for government owned and operated systems.

No person, regardless of position or authority, shall operate any switch,valve, or equipment that has an official lockout/tagout tag attached to it,nor shall such tag be removed except as provided in this section. Noperson shall work on any energized equipment including, but not limited toactivities such as erecting, installing, constructing, repairing,adjusting, inspecting, un-jamming, setting up, trouble shooting, testing,cleaning, dismantling, servicing and maintaining machines equipment ofprocesses until an evaluation has been conducted identifying the energysource and the procedures which will be taken to ensure the safety ofpersonnel.

When work is to be performed on electrical circuits, only qualifiedpersonnel shall perform work on electrical circuits.

A supervisor who is required to enter an area protected by a lockout/tagouttag will be considered a member of the protected group provided he/shenotifies the holder of the tag stub each time he enters and departs fromthe protected area.

Identification markings on building light and power distribution circuitsshall not be relied on for established safe work conditions.

Before clearance will be given on any equipment other than electrical(generally referred to as mechanical apparatus), the apparatus, valves, orsystems shall be secured in a passive condition with the appropriate vents,pins, and locks.

Vent valves shall be tagged open during the course of the work.

Where dangerous gas or fluid systems are involved, or in areas where theenvironment may be oxygen deficient, system or areas shall be purged,ventilated, or otherwise made safe prior to entry.

3.3.1 Tag Placement

Lockout/tagout tags shall be completed in accordance with the regulationsprinted on the back thereof and attached to any device which, if operated,could cause an unsafe condition to exist.

If more than one group is to work on any circuit or equipment, the employeein charge of each group shall have a separate set of lockout/tagout tagscompleted and properly attached.

When it is required that certain equipment be tagged, the Government willreview the characteristics of the various systems involved that affect thesafety of the operations and the work to be done; take the necessaryactions, including voltage and pressure checks, grounding, and venting, tomake the system and equipment safe to work on; and apply suchlockout/tagout tags to those switches, valves, vents, or other mechanicaldevices needed to preserve the safety provided. This operation is referredto as "Providing Safety Clearance."

3.3.2 Tag Removal

When any individual or group has completed its part of the work and isclear of the circuits or equipment, the supervisor, project leader, or


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individual for whom the equipment was tagged shall turn in his signedlockout/tagout tag stub to the Contracting Officer. That group's orindividual's lockout/tagout tags on equipment may then be removed onauthorization by the Contracting Officer.

3.4 FALL HAZARD PROTECTION AND PREVENTION PROGRAM

Establish a fall protection and prevention program, for the protection ofall employees exposed to fall hazards. Within the program include companypolicy, identify responsibilities, education and training requirements,fall hazard identification, prevention and control measures, inspection,storage, care and maintenance of fall protection equipment and rescue andevacuation procedures.

3.4.1 Training

Institute a fall protection training program. As part of the Fall HazardProtection and Prevention Program, provide training for each employee whomight be exposed to fall hazards. Provide training by a competent personfor fall protection in accordance with USACE EM 385-1-1, Section 21.B.

3.4.2 Fall Protection Equipment and Systems

Enforce use of the fall protection equipment and systems designated foreach specific work activity in the Fall Protection and Prevention Planand/or AHA at all times when an employee is exposed to a fall hazard.Protect employees from fall hazards as specified in EM 385-1-1, Section21. In addition to the required fall protection systems, safety skiff,personal floatation devices, life rings etc., are required when workingabove or next to water in accordance with USACE EM 385-1-1, Paragraphs 21.Nthrough 21.N.04. Personal fall arrest systems are required when workingfrom an articulating or extendible boom, swing stages, or suspendedplatform. In addition, personal fall arrest systems are required whenoperating other equipment such as scissor lifts if the work platform iscapable of being positioned outside the wheelbase. The need for tying-offin such equipment is to prevent ejection of the employee from the equipmentduring raising, lowering, or travel. Fall protection must comply with29 CFR 1926.500, Subpart M, USACE EM 385-1-1 and ASSE/SAFE A10.32.

3.4.3 Existing Anchorage

Certified (or re-certified) by a qualified person for fall protectionexisting anchorages, to be used for attachment of personal fall arrestequipment in accordance with ASSE/SAFE Z359.1. Exiting horizontal lifelineanchorages must be certified (or re-certified) by a registered professionalengineer with experience in designing horizontal lifeline systems.

3.4.4 Horizontal Lifelines

Design, install, certify and use under the supervision of a qualifiedperson horizontal lifelines for fall protection as part of a complete fallarrest system which maintains a safety factor of 2 (29 CFR 1926.500).

3.4.5 Guardrails and Safety Nets

Design, install and use guardrails and safety nets in accordance withEM 385-1-1 and 29 CFR 1926 Subpart M.


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3.4.6 Rescue and Evacuation Procedures

When personal fall arrest systems are used, the Contractor must ensure thatthe mishap victim can self-rescue or can be rescued promptly should a falloccur. Prepare a Rescue and Evacuation Plan and include a detaileddiscussion of the following: methods of rescue; methods of self-rescue;equipment used; training requirement; specialized training for therescuers; procedures for requesting rescue and medical assistance; andtransportation routes to a medical facility. Include the Rescue andEvacuation Plan within the Activity Hazard Analysis (AHA) for the phase ofwork, in the Fall Protection and Prevention (FP&P) Plan, and the AccidentPrevention Plan (APP).

3.5 EQUIPMENT

3.5.1 Material Handling Equipment

a. Material handling equipment such as forklifts shall not be modifiedwith work platform attachments for supporting employees unlessspecifically delineated in the manufacturer's printed operatinginstructions.

b. The use of hooks on equipment for lifting of material must be inaccordance with manufacturer's printed instructions.

c. Operators of forklifts or power industrial trucks shall be licensed inaccordance with OSHA.

3.6 EXCAVATIONS

Perform soil classification by a competent person in accordance with29 CFR 1926.

3.6.1 Utility Locations

Prior to digging, the appropriate digging permit must be obtained.Coordinate with Miss Utility as required by Commonwealth of Virginia Lawand established practice. All underground utilities in the work area mustbe positively identified by a private utility locating service. Anymarkings made during the utility investigation must be maintainedthroughout the Contract.

3.6.2 Utility Location Verification

The Contractor must physically verify underground utility locations by handdigging using wood or fiberglass handled tools when any adjacentconstruction work is expected to come within three feet of the undergroundsystem. Digging within 2 feet of a known utility must not be performed bymeans of mechanical equipment; hand digging shall be used. If constructionis parallel to an existing utility expose the utility by hand digging every100 feet if parallel within 5 feet of the excavation.

3.6.3 Shoring Systems

Trench and shoring systems must be identified in the accepted safety planand AHA. Manufacturer tabulated data and specifications or registeredengineer tabulated data for shoring or benching systems shall be readilyavailable on-site for review. Job-made shoring or shielding must have theregistered professional engineer stamp, specifications, and tabulated


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data. Extreme care must be used when excavating near direct burialelectric underground cables.

3.6.4 Trenching Machinery

Operate trenching machines with digging chain drives only when thespotters/laborers are in plain view of the operator. Provide operator andspotters/laborers training on the hazards of the digging chain drives withemphasis on the distance that needs to be maintained when the digging chainis operating. Keep documentation of the training on file at the projectsite.

3.7 ELECTRICAL

3.7.1 Conduct of Electrical Work

Underground electrical spaces must be certified safe for entry beforeentering to conduct work. Cables that will be cut must be positivelyidentified and de-energized prior to performing each cut. Positive cableidentification must be made prior to submitting any outage request forelectrical systems. Arrangements are to be coordinated with theContracting Officer and Property Owner for identification. The ContractingOfficer will not accept an outage request until the Contractorsatisfactorily documents that the circuits have been clearly identified.Perform all high voltage cable cutting remotely using hydraulic cuttingtool. When racking in or live switching of circuit breakers, no additionalperson other than the switch operator will be allowed in the space duringthe actual operation. Plan so that work near energized parts is minimizedto the fullest extent possible. Use of electrical outages clear of anyenergized electrical sources is the preferred method. When working inenergized substations, only qualified electrical workers will be permittedto enter. When work requires Contractor to work near energized circuits asdefined by the NFPA 70, high voltage personnel must use personal protectiveequipment that includes, as a minimum, electrical hard hat, safety shoes,insulating gloves with leather protective sleeves, fire retarding shirts,coveralls, face shields, and safety glasses. In addition, provideelectrical arc flash protection for personnel as required by NFPA 70E.Insulating blankets, hearing protection, and switching suits may also berequired, depending on the specific job and as delineated in theContractor's AHA.

3.7.2 Portable Extension Cords

Size portable extension cords in accordance with manufacturer ratings forthe tool to be powered and protected from damage. Immediately removed fromservice all damaged extension cords. Portable extension cords shall meetthe requirements of NFPA 70E and OSHA electrical standards.

3.8 WORK IN CONFINED SPACES

Comply with the requirements in Section 34 of USACE EM 385-1-1, OSHA29 CFR 1910.146 and OSHA 29 CFR 1926.21(b)(6). Any potential for a hazardin the confined space requires a permit system to be used.



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SECTION 01 35 29.13

HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES FOR CONTAMINATED SITES

PART 1 GENERAL

1.1 REFERENCES



CDM 2007 (2007) Final Remedial Investigation Reportfor OU2 Groundwater and OU3 RiverSediment, Atlantic Wood Industries, Inc.Superfund Site, Portsmouth, Virginia


VAD990710410 (2007) Record of Decision, Operable Units1, 2, and 3, Atlantic Wood Industries,Inc. Superfund Site, Portsmouth, Virginia

INTERNATIONAL SAFETY EQUIPMENT ASSOCIATION (ISEA)

ANSI/ISEA Z358.1 (2009) American National Standard forEmergency Eyewash and Shower Equipment

NATIONAL INSTITUTE FOR OCCUPATIONAL SAFETY AND HEALTH (NIOSH)

NIOSH 85-115 (1985) Occupational Safety and HealthGuidance Manual for Hazardous Waste SiteActivities



EP 75-1-2 (2004) Munitions and Explosives of Concern(MEC) Support During Hazardous, Toxic, andRadioactive Waste and ConstructionActivities.


29 CFR 1904 Recording and Reporting OccupationalInjuries and Illnesses

29 CFR 1910 Occupational Safety and Health Standards


SECTION 01 35 29.13 Page 1

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29 CFR 1910.165 Employee Alarm Systems



49 CFR 171 General Information, Regulations, andDefinitions

49 CFR 172 Hazardous Materials Table, SpecialProvisions, Hazardous MaterialsCommunications, Emergency ResponseInformation, and Training Requirements

DEPARTMENT OF DEFENSE (DOD)

DDESB TP 18 (2004) Department of Defense ExplosivesSafety Board (DDESB) Technical Paper 18,Minimum Qualifications for UnexplodedOrdnance (UXO) Technicians and Personnel.

DODI 4140.62 (2004) Department of Defense Instruction(DODI) No. 4140.62, Material PotentiallyPresenting an Explosive Hazard.

DODI 6055.9 (2008) Department of Defense Ammunitionand Explosives Safety Standards.

1.2 DESCRIPTION OF WORK

This section requires Contractors to implement practices and procedures forworking safely and in compliance with OSHA and USACE regulation whileperforming cleanup activities on uncontrolled hazardous waste sites.

1.3 SUBMITTALS


SD-02 Shop Drawings

Work Zones; G

Drawings including initial work zone boundaries: Exclusion Zone(EZ), including restricted and regulated areas; ContaminationReduction Zone (CRZ); and Support Zone (SZ).

Decontamination Facilities; G

Drawings showing the layout of the personnel and equipmentdecontamination areas and facilities.

SD-03 Product Data


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Exposure Monitoring/Air Sampling Program

Personnel exposure monitoring/sampling results.

Site Control Log

Record of each entry and exit into the site, as specified.

Employee Certificates

A certificate for each worker performing cleanup operations withpotential for contaminant-related occupational exposure signed bythe safety and health manager and the occupational physicianindicating the workers meet the training and medical surveillancerequirements of this contract.

40-Hour Occupational Safety and Health Administration (OSHA)Hazardous Waste Operations (HAZWOPER) certificates.

1.4 REGULATORY REQUIREMENTS

Comply with EM 385-1-1, OSHA requirements in 29 CFR 1910 and 29 CFR 1926,particularly OSHA Standards 29 CFR 1926.65 and 29 CFR 1910.120; and statespecific OSHA requirements where applicable. Submit to the ContractingOfficer for resolution matters of interpretation of standards beforestarting work. The most stringent requirements apply where therequirements of this Specification, applicable laws, criteria, ordinances,regulations, and referenced documents vary.

1.5 PRECONSTRUCTION SAFETY CONFERENCE

Conduct a preconstruction safety conference prior to the start of siteactivities and after submission of the Contractor's APP/SSHP. Theobjective of the meeting will be to discuss health and safety concernsrelated to the impending work, discuss project health and safetyorganization and expectations, review and answer comments and concernsregarding the APP/SSHP or other health and safety concerns the Contractormay have. Ensure that those individuals responsible for health and safetyat the project level are available and attend this meeting. The meetingwill take place during the preconstruction conference as specified inSection 01 11 00 SUMMARY OF WORK.

1.6 ACCIDENT PREVENTION PLAN/SITE SAFETY AND HEALTH PLAN (APP/SSHP)

Develop and implement a Site Safety and Health Plan and attach to theAccident Prevention Plan (APP) as an appendix (APP/SSHP). The APP/SSHP mustbe submitted for review and approval by the Contracting Officer before anywork is performed at the site. The SSHP shall be included as part of theAccident Prevention Plan/Site Safety and Health Plan/Activity HazardAnalysis (APP/SSHP/AHA)submittal. Address all occupational safety andhealth hazards (traditional construction as well as contaminant-relatedhazards) associated with cleanup operations within the APP/SSHP. Covereach SSHP element in Section 28.A.01 of EM 385-1-1 and each APP element inAppendix A of EM 385-1-1. There are overlapping elements in Section28.A.01 and Appendix A of EM 385-1-1. SSHP appendix elements that overlapwith APP elements need not be duplicated in the APP/SSHP provided each SOHissue receives adequate attention and is documented in the APP/SSHP. TheAPP/SSHP is a dynamic document, subject to change as projectoperations/execution change. The APP/SSHP will require modification to


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address changing and previously unidentified health and safety conditions.It is the Contractor's responsibility to ensure that the APP/SSHP isupdated accordingly. Submit amendments to the APP/SSHP to the ContractingOfficer as the APP/SSHP is updated. For long duration projects resubmitthe APP/SSHP to the Contracting Officer annually for review. The APP/SSHPmust contain all updates. At a minimum the SSHP must address the followingtopics:

a. Project description

b. Health and safety program responsibilities

c. Medical surveillance

d. Employee training and qualifications

e. Project task hazard analysis

f. Site control measures

g. Personal protection requirements and methods

h. Monitoring requirements for remedial action (RA) workers andother personnel (i.e., AWI employees, PPSD employees, FIGGemployees/contractors, etc.)

i. Personnel and equipment decontamination

j. Emergency procedures and Contingency Plan

k. Chemical hazards

l. Hazard communication program

m. Respiratory protection program

n. Confined space entry

o. Coordination with local emergency responders

p. Protection of AWI workers and property and offsite receptorsand property (such as the PPSD Facility)

1.6.1 Acceptance and Modifications

Prior to submittal, the APP/SSHP must be signed and dated by the Safety andHealth Manager and the Site Superintendent. Submit for review fourteen(14)days prior to the Preconstruction Safety Conference. Deficiencies inthe APP/SSHP will be discussed at the preconstruction safety conference,and be revised to correct the deficiencies and resubmitted for acceptance.Onsite work must not begin until the plan has been accepted. Maintain acopy of the written APP/SSHP onsite. Changes and modifications to theAPP/SHPP must be made with the knowledge and concurrence of the Safety andHealth Manager, the Site Superintendent, and the Contracting Officer.Bring to the attention of the Safety and Health Manager, the SiteSuperintendent, and the Contracting Officer any unforeseen hazard thatbecomes evident during the performance of the work, through the Site Safetyand Health Officer (SSHO) for resolution as soon as possible. In theinterim, take necessary action to re-establish and maintain safe working


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conditions in order to safeguard onsite personnel, visitors, the public,and the environment. Disregard for the provisions of this Specification orthe accepted APP/SSHP will be cause for stopping work until the matter hasbeen rectified.

1.6.2 Availability

Make available the APP/SSHP in accordance with 29 CFR 1910.120, (b)(1)(v)and 29 CFR 1926.65, (b)(1)(v).

1.7 SITE DESCRIPTION AND CONTAMINATION CHARACTERIZATION

1.7.1 Project/Site Conditions

The SSHP shall include a brief description of the remedial actionactivities to be conducted at the site. The project description mustinclude an overview of the property, the types of contamination, and thegeneral types of health and safety considerations of which personnel at thework area must be aware.

1.7.1.1 CERCLA Documents

Additional information on the site conditions and history may be found inthe 2007 Record of Decision (VAD990710410,http://www.epa.gov/reg3hwmd/super/sites/VAD990710410/rod/rod2007.htm) andthe Final Remedial Investigation Report (CDM 2007).

1.8 STAFF ORGANIZATION, QUALIFICATION AND RESPONSIBILITIES

1.8.1 Safety and Health Manager (SHM)

Designate an individual as the SHM. Safety and Health Manager must be anIndustrial Hygienist certified by the American Board of IndustrialHygiene. The Contractor's organizational structure, establishing a chainof command for personnel responsible for implementing the APP/SSHP must beincluded with the submittal. The Contractor must designate personnel withthe following qualifications. Include the name, qualifications (educationand training summary and documentation), and work experience of the Safetyand Health Manager in the APP/SSHP.

1). The Safety and Health Manager must have the following additionalqualifications:

a. A minimum of five (5) years of total industrial hygieneexperience, with a minimum two (2) years experience in developingand implementing safety and health programs at hazardous wastesites, in the hazardous waste disposal industry, or in thechemical industry with hazards similar to those anticipated onthis project. The SHM must have formal training in occupationalsafety and health and a broad working knowledge of both Federaland State occupational safety and health regulations. The SHM musthave demonstrated expertise in air monitoring techniques and thedevelopment of respiratory protection programs.

b. Documented experience in supervising professional andtechnician level personnel.

c. Documented experience in developing worker exposure assessmentprograms and air monitoring programs and techniques.


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d. Documented experience in managing PPE programs and conductingPPE hazard evaluations for the types of activities and hazardslikely to be encountered on the project.

e. Working knowledge of state and Federal occupational safety andhealth regulations.

2). The Safety and Health Manager shall:

a. Provide guidance for the development, implementation,oversight, and enforcement of the APP/SSHP.

b. Approve, sign and date the APP/SSHP and any modifications tothe APP/SSHP prior to submittal.

c. Conduct initial site-specific training.

d. Be available for consultation during the first three (3) daysof remedial activities and at the startup of each new major phaseof work.

e. Visit the site as needed and at least once per month for theduration of activities, to audit the effectiveness of the APP/SSHP.

f. Be available for emergencies.

g. Provide onsite consultation as needed to ensure the APP/SSHPis fully implemented.

h. Coordinate any modifications to the APP/SSHP with the SiteSuperintendent, the SSHO, and the Contracting Officer.

i. Provide continued support for upgrading/downgrading of thelevel of personal protection.

j. Be responsible for evaluating air monitoring data andrecommending changes to engineering controls, work practices, andPPE.

k. Review accident reports and results of daily inspections.

l. Serve as a member of the Contractor's quality control staff.

1.8.2 Site Safety and Health Officer

Designate an individual as the Site Safety and Health Officer (SSHO). Thename, qualifications (education and training summary and documentation),and include work experience of the Site Safety and Health Officer in theAPP/SSHP.

1). The SSHO must have the following qualifications:

a. A minimum of two (2) years experience in implementing safetyand health programs at hazardous waste sites, in the hazardouswaste disposal industry, or in the chemical or petroleumprocessing industry. A minimum of two (2) years of formal trainingin occupational safety and health, demonstrated experience in airmonitoring techniques and safety procedures, and demonstrated


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experience in air monitoring techniques and the administration ofrespiratory protection programs.

b. A minimum total of five (5) years of construction industrysafety experience or three (3) years if he possesses a CertifiedSafety Professional (CSP) or safety and health degree.

c. Documented experience in construction techniques andconstruction safety procedures.

d. Working knowledge of Federal and state occupational safety andhealth regulations.

e. Specific training in personal and respiratory protectiveequipment, confined space entry and in the proper use of airmonitoring instruments and air sampling methods includingmonitoring for ionizing radiation.

f. OSHA 30-Hour Construction Training.

g. OSHA 40-Hour Hazardous Waste Operations and Emergency Response(HAZWOPER) Training.

2). The Site Safety and Health Officer shall:

a. Assist and represent the Safety and Health Manager in onsitetraining and the day to day onsite implementation and enforcementof the accepted APP/SSHP.

b. Be assigned to the site on a full-time basis for the durationof field activities. The SSHO will have no duties other thanSafety and Health related duties. If operations are performedduring more than one (1) work shift per day, a site Safety andHealth Officer (or Alternate) must be present for each shift.

c. Have authority to ensure site compliance with specified safetyand health requirements, Federal, state and OSHA regulations andall aspects of the APP/SSHP including, but not limited to,activity hazard analyses, air monitoring, monitoring for ionizingradiation, use of PPE, decontamination, site control, standardoperating procedures used to minimize hazards, safe use ofengineering controls, the emergency response plan, confined spaceentry procedures, spill containment program, and preparation ofrecords by performing a daily safety and health inspection anddocumenting results on the Daily Safety Inspection Log inaccordance with 29 CFR 1904.

d. Ensure subcontractor compliance with health and safetyrequirements.

e. Have authority to stop work if unacceptable health or safetyconditions exist, and take necessary action to re-establish andmaintain safe working conditions

f. Consult with and coordinate any modifications to the APP/SSHPwith the Safety and Health Manager, the Site Superintendent, andthe Contracting Officer.

g. Serve as a member of the Contractor's quality control staff on


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matters relating to safety and health.

h. Conduct accident and mishap investigations and preparerequired reports. Maintain OSHA Form 300 reports for prime andsubcontractors.

i. Conduct daily safety inspection and document safety and healthfindings into the Daily Safety Inspection Log. Track noted safetyand health deficiencies to ensure that they are corrected.

j. In coordination with site management and the Safety and HealthManager, recommend corrective actions for identified deficienciesand oversee the corrective actions.

k. Ensure employment enrollment in medical surveillance program.

l. Attend the pre-construction conference, pre-work meetingsincluding preparatory inspection meeting, and periodic progressmeetings.

m. Maintain applicable safety reference material on the job site.

n. Maintain a list of hazardous chemicals on site and theirmaterial safety data sheets.

1.8.3 Alternate Site Safety and Health Officer (Alternate SSHO)

An Alternate Site Safety and Health Officer (Alternate SSHO) to fulfill theduties of the SSHO when the SSHO is not onsite. The Alternate SSHOposition may be filled by someone who has other project responsibilities,such as a shift supervisor, chief operator, etc. The Alternate SSHO shallmeet the qualification requirements defined under paragraph 1.8.2 SiteSafety and Health Officer.

1.8.4 Licensed Physician

Utilize the services of a licensed physician, who is certified inoccupational medicine by the American Board of Preventative Medicine, orwho, by necessary training and experience is Board eligible. The physicianmust be familiar with this site's hazards and the scope of this project.Include the medical consultant's name, qualifications, and knowledge of thesite's conditions and proposed activities in the APP/SSHP. The physicianwill be responsible for the determination of medical surveillance protocolsand for review of examination/test results performed in compliance with29 CFR 1910.120, (f) and 29 CFR 1926.65, (f) and paragraph 1.12 MEDICALSURVEILLANCE.

1.8.5 Persons Certified in First Aid and CPR

At least two (2) persons who are currently certified in first aid and CPRby the American Red Cross or other approved agency must be onsite at alltimes during site operations. They must be trained in universalprecautions and the use of PPE as described in the Bloodborne PathogensStandard of 29 CFR 1910.1030. These persons may perform other duties butwill be immediately available to render first aid when needed.

1.8.6 Safety and Health Technicians

One person, designated as a Safety and Health technician, must perform


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activities such as air monitoring, decontamination, and safety oversight inthe EZ on behalf of the SSHO. They must have appropriate trainingequivalent to the SSHO in each specific area for which they haveresponsibility and report to and be under the supervision of the SSHO.

1.8.7 UXO Team

Based on current information provided in historical documents (EPA 2007 andCDM 2007) and by the current property owner, there is a low probability (asdefined by the Department of Defense Explosive Safety Manual DoD 6055.9M)of encountering MEC at the site. The Baltimore District Corps of Engineers(CENAB) Munitions Design Center (MDC) will provide the constructionsupport/anomaly avoidance for this project as deemed necessary. The CENABon site Ordnance and Explosive Safety Specialist (OESS) will determine thelevel of support required in each construction foot print. At a minimum,the OESS must be onsite at all times during excavation of debris within theoverlying fill layer in the Historic Disposal Area (west side of AWIproperty), which will be conducted prior to in-situ stabilization ofDNAPL-impacted soil. The UXO team (as determined by CENAB) will performall UXO avoidance activities, to address immediate hazards. The UXO teamhas final on-site authority on munitions and explosives of concern (MEC)procedures and safety issues. Per the guidelines set forth in DODI 4140.62and DDESB TP18, UXO qualified personnel will be responsible for determiningthe explosive safety status of any material recovered that may pose anexplosive hazard (i.e., material potentially presenting an explosivehazard).

1.9 TRAINING

Meet the following requirements in the Contractor's training program forworkers performing cleanup operations and who will be exposed tocontaminants.

1.9.1 General Hazardous Waste Operations Training

All Personnel performing duties with potential for exposure to onsitecontaminants must meet and maintain the following 29 CFR 1910.120/29 CFR 1926.65 (e) training requirements. The training must be providedbefore personnel are permitted to engage in work area operation that couldexpose them to hazardous substances. At a minimum, the following trainingwill be required:

a. 40-Hour Training - Contractor personnel requiring 40-Hour HazardousWaste Operations and Emergency Response (HAZWOPER) worker traininginclude equipment operators, general laborers, and supervisorypersonnel. These workers are regularly onsite and engage in work areaoperations that could expose them to hazardous substances.

b. Supervisor Training - An individual qualified to superviseactivities of the Contractor's employees must be present in the workarea during the remedial action. The Contractor's supervisory personnelmust have an additional 8-Hour HAZWOPER supervisor's training. 8-hourSupervisor Training for personnel providing health and safety oversightis optional.

c. 24-Hour Training - A minimum 24 hours of training is required forgeneral site workers regularly onsite, who work in areas where:


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(1) Exposures will be under permissible or published exposurelimits.

(2) Respirators will not be necessary.

(3) Health hazards are not present.

(4) There is no possibility of an emergency developing.

(5) Workers onsite occasionally for a specific limited task andwho are unlikely to be exposed over permissible exposure limitscan also have 24-Hour training. Workers receiving this level oftraining will not be permitted in the EZ. Exposures will be underpermissible or published exposure limits.

d. The SSHO must complete the OSHA 30-hour Construction Training.

e. On-the-Job Training - A minimum of 24 hours of on-the-job trainingmust be provided for each employee in conformance with the requirementsof 29 CFR 1910.120(e). Field experience may be gained during onsiteactivities under the direct supervision of a qualified supervisor.

f. Annual 8-Hour Refresher Training - Applicable Contractor personnelmust complete an 8-Hour refresher course annually in accordance with 29CFR 1920.120(e).

g. Excavation Competent Person Training - In accordance with 29 CFR1926 Subpart P, the Contractor must have an individual certified inOSHA Excavation Competent Person Training at the work area to superviseexcavation activities conducted by the Contractor.

h. Tailgate Safety Training - "Tailgate" safety meetings must be helddaily. Personnel who work solely in a support zone will not berequired to attend tailgate safety training sessions. These meetingsmust inform employees of the day's activities and individualresponsibilities, inherent hazards, safety and health procedures, newor revised activity hazard analysis, schedule, results of previous daysmonitoring, changes in levels of protection, emergency procedures,review of safety discrepancies and accidents, and new personnel orvisitors, and approved changes to the APP/SSHP.

i. Visitor Training - The Contractor must define the extent oftraining that visitors to the work area will receive prior to gainingaccess to the work area. Documentation of training shall include:

(1) Certification by the training instructor that personnel havesuccessfully completed the necessary training courses.

(2) Copies of certificates for OSHA 40-Hour, 8-Hour Refresher,8-Hour Supervisor, Excavation Competent Person, or other site-specific training for all Contractor personnel who will enter theexclusion or contamination reductions zones.

1.9.2 Pre-entry Briefing

Prior to commencement of onsite field activities, all site employees,including those assigned only to the Support Zone, must attend asite-specific safety and health training session. This session will beconducted by the Safety and Health Manager and the Site Safety and Health


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Officer to ensure that all personnel are familiar with requirements andresponsibilities for maintaining a safe and healthful work environment.Each employee must sign a training log to acknowledge attendance andunderstanding of the training.

1.9.3 Periodic Sessions

Conduct periodic onsite training ("Tailgate" safety meetings) by the SSHOat least daily for personnel assigned to work at the site that day.Personnel who work solely in a support zone will not be required to attendtailgate safety training sessions. Address safety and health procedures,work practices, any changes in the APP/SSHP, activity hazard analyses, worktasks, or schedule; results of previous week's air monitoring, review ofsafety discrepancies and accidents. A meeting prior to implementation ofthe change must be convened should an operational change affecting onsitefield work be made, to explain safety and health procedures. Conduct asite-specific training sessions for new personnel, visitors, and suppliersby the SSHO using the training curriculum outlines developed by the Safetyand Health Manager. Each employee must sign a training log to acknowledgeattendance and understanding of the training.

1.9.4 Other Training

USACE will provide to the Contractor special site-specific trainingrequirements for UXO including:

a. Site-specific procedures for UXO encounters;

b. Health and safety hazards associated with UXO and precautions usedto minimize exposures;

c. Worker responsibility to report any suspect UXO.

1.10 PROJECT TASK HAZARD ANALYSIS

The Contractor must perform a project task hazard analysis to identify anyhealth and safety hazards that may be incurred in performing the work.Physical, chemical, and biological hazards must be identified based on thespecific technical approach proposed by the Contractor for performingvarious elements of the work. Work procedures for mitigating hazards mustbe prepared for all tasks for which potential safety hazards areidentified. The APP/SHPP must comply with the latest OSHA confined spaceentry and lock-out/tag-out procedures. Chemical hazards must include thevarious chemicals of concern, routes of entry, signs and symptoms, andpermissible exposure limits or threshold limit values.

1.11 PERSONAL PROTECTIVE EQUIPMENT

1.11.1 Site-Specific PPE Program

Provide onsite personnel exposed to contaminants with appropriate personalprotective equipment. Components of levels of protection (B, C, D andmodifications) must be relevant to site-specific conditions, including heatand cold stress potential and safety hazards. Use only respiratorsapproved by NIOSH. Keep protective equipment and clothing clean and wellmaintained. Include site-specific procedures to determine PPE programeffectiveness and for onsite fit-testing of respirators, cleaning,maintenance, inspection, and storage of PPE within the PPE section of theAPP/SSHP.


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1.11.2 Levels of Protection

The Safety and Health Manager must establish and evaluate as the workprogresses the levels of protection for each work activity. Also establishaction levels for upgrade or downgrade in levels of PPE. Describe in theSSHP the protocols and the communication network for changing the level ofprotection. Address air monitoring results, potential for exposure,changes in site conditions, work phases, job tasks, weather, temperatureextremes, individual medical considerations, etc. within the PPE evaluationprotocol.

a. The SSHP must define minimum PPE requirements that cannot bereduced unless the Contractor's air monitoring or other data (such asvisual observations) support a change in protection level. Anyproposed reduction of PPE levels from those defined in the SSHP must bereviewed and approved by the Contracting Officer before they areimplemented by the Contractor.

b. A description of levels of protection and the PPE required for eachlevel must be included in the SSHP. Methods of monitoring and definingthe appropriate levels of protection must be included in the SSHP. TheContractor must define the appropriate PPE to be used for each workactivity at the work area. The Contractor must ensure that appropriatePPE is being used in all work areas.

c. To ensure that the appropriate PPE is available for use, theContractor must include a list of PPE available and a description ofits proper use in the SSHP

d. The Contractor must perform all work during the project at theappropriate level of protection for workers defined in the SSHP. Noclaims for extra payment for equipment, material, or loss ofproductivity will be allowed because of PPE requirements.

1.12 MEDICAL SURVEILLANCE PROGRAM

Meet 29 CFR 1910.120/29 CFR 1926.65 (f) and the following requirements formedical surveillance program for workers performing cleanup operations andwho will be exposed to contaminants. Assure the Occupational Physician orthe physician's designee performs the physical examinations and reviewsexamination results. Participation in the medical surveillance programwill be without cost to the employee, without loss of pay and at areasonable time and place.

a. All medical surveillance records of personnel which are requiredunder the SSHP must be maintained by the Contractor in compliance with29 CFR 1910.1020, "Access to Employee Exposure and Medical Records."

b. Any Contractor employee who develops a work-related lost timeillness or injury must be evaluated by a physician before the employeecan be readmitted to the work area. Any work-related lost time illnessor injury must be verbally reported to the Contracting Officer within24 hours of the occurrence of any such illness or injury. A writtendescription of any work-related lost time illness or injury must beincluded on an Accident Report Form. A copy of results from anymedical exams resulting from lost time illness or injury will beavailable for review by the Contracting Officer upon request.


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1.12.1 Frequency of Examinations

Medical surveillance program participants must receive medical examinationsand consultations on the following schedule:

a. Every 12 months

b. If and when the participant develops signs and symptoms indicatinga possible overexposure due to an uncontrolled release of a hazardoussubstance on the project.

c. Upon termination or reassignment to a job where medicalsurveillance program participation is not required, unless his/herprevious annual examination/consultation was less than six (6) monthsprior to reassignment or termination.

d. On a schedule specified by the occupational physician.

1.12.2 Content of Physical Examinations/Consultation

Verify the following information about medical surveillance programparticipants:

a. Baseline health conditions and exposure history.

b. Allergies/sensitivity/susceptibility to hazardous substancesexposure.

c. Ability to wear personal protective equipment inclusive of NIOSHcertified respirators under extreme temperature conditions.

d. Fitness to perform assigned duties.

Provide the occupational physician with the following information for eachmedical surveillance program participant:

a. Information on the employee's anticipated or measured exposure.

b. A description of any PPE used or to be used.

c. A description of the employee's duties as they relate to theemployee's exposures (including physical demands on the employee andheat/cold stress).

d. A copy of 29 CFR 1910.120, or 29 CFR 1926.65.

e. Information from previous examinations not readily available to theexamining physician.

f. A copy of Section 5.0 of NIOSH 85-115.

g. Information required by 29 CFR 1910 Section .134.

1.12.3 Physician's Written Opinion

Obtain and furnish to the Safety and Health Manager; and the employeebefore work begins, a copy of the physician's written opinion for eachemployee. Address the employee's ability to perform hazardous waste siteremediation work and containing the following:


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a. The physician's verification of the employee's fitness to performduties as well as recommended limitations upon the employee's assignedwork and/or PPE usage including personnel medically qualified torequire a respirator.

b. The physician's opinion about increased risk to the employee'shealth resulting from work; and

c. A statement that the employee has been informed and advised aboutthe results of the examination.

1.12.4 Employee Certificates

Provide on employee certificates, documentation that employees havereceived medical examinations.

1.13 EXPOSURE MONITORING/AIR SAMPLING PROGRAM

Prepare and implement by the Safety and Health Manager an exposuremonitoring/air sampling program to identify and quantify safety and healthhazards and airborne levels of hazardous substances in order to assureproper selection of engineering controls, work practices and personalprotective equipment for affected site personnel. The SSHP must include anexposure monitoring and air sampling program for both RA workers and otherpersonnel near the remediation areas (i.e., AWI employees, PPSD Facilitypersonnel, etc). Include action levels for upgrading/downgrading PPE inthe program. Monitor for the following contaminants:

a. Total suspended particulate

b. Airborne constituents of concern (COCs)

c. Volatile organic compounds (VOCs)

d. Semivolatile organic compounds (SVOCs)

e. Heat/cold stress

f. Noise

g. Other hazards identified in the task hazard analysis

1.13.1 Minimum Monitoring Requirements

Monitoring for site workers must, at a minimum, meet the requirements of 29CFR 1910.120. Data from monitoring program will be used to make decisionsregarding worker protective measures, routine work procedures, andappropriate responses to emergency events. An air monitoring plan thatcontains the following elements must be prepared as a component of the SSHP:

a. Area air sampling, including locations and frequency

b. Personnel air sampling, including frequency and number of samples

c. Air sampling equipment

d. Air sampling methods and procedures


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e. Action levels and responses

f. Air sampling equipment calibration procedures and frequencies

g. Air sampling equipment maintenance procedures and frequencies

h. Onsite or offsite laboratory, if used

Results from the Contractor's monitoring program for workers must becompared with action levels consistent with OSHA guidance and AmericanConference of Governmental Industrial Hygienist (ACGIH) threshold limitvalues (TLV) in order to protect worker health and safety during fieldwork. These action levels must be specified in the SSHP, and the selectionof appropriate level of protection should be based on sustained exposurelevels. The SSHP must define the actions required if these action levelsare exceeded. All air monitoring results will be readily available andtransmitted to the Contracting Officer upon request.

Monitoring for Other Personnel (i.e., AWI employees, PPSD employees, FIGGemployees/contractors, etc) - the Contractor must design, implement andoversee a perimeter and/or offsite air monitoring program for otherpersonnel near the remediation areas. The monitoring will be conductedduring phases of the project when contaminated material is being excavated,handled, or treated. The perimeter and/or offsite air monitoring programwhich shall be specified in a Field Sampling Plan (FSP), as described inSection 01 35 45.00 10 CHEMICAL DATA QUALITY CONTROL Paragraph 3.2, shallinclude the following at a minimum:

(1) Area air sampling, including upwind, downwind, and crosswindlocations and frequency.

(2) Air sampling equipment.

(3) Air sampling methods and procedures.

(4) Action level responses (ambient air monitoring levels areprovided in the Table 01 35 29.13-1 below; perimeter dustmonitoring levels are provided in ATTACHMENT D of theSpecifications).

(5) Air sampling equipment calibration procedures and frequencies.

(6) Air sampling equipment maintenance procedures and frequencies.

(7) Onsite and offsite laboratory.

(8) Periodic pre-construction monitoring to establish baselineconditions at each air monitoring station identified in the SSHP.

At the initiation of each intrusive work activity (excavation of debris, insitu S/S), all COCs identified in Table 1 shall be monitored on a dailybasis at each monitoring station for at least three (3) days with the mostexpedited laboratory turnaround time (TAT) available. Once analyticalresults have been received and concentrations are determined by theContracting Officer to be consistently less than the action levelsidentified in Table 01 35 29.13-1, COC monitoring will be reduced to aweekly basis with standard TAT at each monitoring station.

Results of the perimeter and/or offsite air monitoring program will be


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provided to the Contracting Officer. Perimeter and/or offsite monitoringresults shall not exceed the risk-based monitoring levels shown in Table 0135 29.13-1 and the established action level and "not to exceed" levelperimeter total particulate monitoring levels provided in ATTACHMENT D.

Quality Assurance (QA) elements associated with the monitoring for otherpersonnel shall be included in the Quality Assurance Project Plan (QAPP) asspecified in Section 01 35 45.00 10 CHEMICAL QUALITY CONTROL DATA.

1.13.2 Minimum Monitoring Frequency

a. Real-Time Total Suspended Particulate Monitoring - The Contractorshall conduct worker monitoring for Total Suspended Particulate (TSP)to verify that OSHA action levels are not being exceeded for themaximum exposed worker for each job description and that dustmonitoring levels (Attachment D) are not exceeded for other personnelnear the remediation areas. Real-time ambient air concentrations ofTSP concentrations will be monitored with a hand-held aerosol monitor.TSP readings and locations will be recorded on the field datacollection forms generated by the Contractor. If TSP readings exceedthe action level established in the SSHP, the SSHO must notify theContractor project manager to initiate dust suppression measures. TheSSHO must notify the Contracting Officer immediately after determiningthat action levels have been exceeded.

b. Airborne Chemicals of Concern (COC) Monitoring - The Contractormust conduct personnel monitoring to verify that OSHA action levels arenot being exceeded for the maximum exposed worker for each jobdescription and that ambient air monitoring levels (Table 01 3529.13-1) are not exceeded for other personnel near the remediationareas. The Contractor must propose the maximum exposed workers in theSSHP. Laboratory samples for offsite receptor ambient air monitoringmust be collected at the frequency specified in Paragraph 1.13.1Minimum Monitoring Requirements.

c. Instantaneous VOC Monitoring - The Contractor must conduct workermonitoring for VOCs using a photoionization detection (PID) or flameionization detection (FID) monitor during activities that disturb soilon the AWI property or PPSD Facility, and during decontaminationactivities. The monitor must be calibrated prior to use and the monitorshall be bump checked or calibrated daily. VOC readings and locationsmust be recorded on field data collection forms generated by theContractor. The SSHP must specify the level of respiratory protectionthat will be used as a function of VOC concentrations. The SSHP mustalso identify VOC concentrations above which a stop work order will beissued. Monitoring locations for workers will be specified in the SSHP.

d. Heat and Cold Stress Monitoring - The Contractor must incorporaterequirements for monitoring workers for heat stress or cold stress asappropriate based on field conditions. If observations indicate thatheat or cold stress is a risk at any time during the project,preventative measures must be taken by the Contractor for itspersonnel. The Contractor must periodically conduct visual monitoringof all personnel to look for signs of heat or cold stress. Inaddition, all personnel must be instructed during their trainingsessions to recognize signs and symptoms of heat and cold stress andappropriate prevention measures.

e. Noise Monitoring - The Contractor must control worker exposure


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during the operation of material handling and process equipment so thatworker exposure to noise is within acceptable exposure levels of OSHA29 CFR 1910.95. The Contractor must implement a hearing conservationprogram that complies with the requirements of 29 CFR 1910.95 for8-Hour average noise exposures exceeding 85 decibels (dBA). TheContractor shall minimize noise from construction activities to offsitereceptors as specified in SECTION 02 55 00SOLIDIFICATION/STABILIZATION (S/S) OF CONTAMINATED MATERIAL.The Contractor must propose a monitoring program in the SSHP to specifymonitoring locations and demonstrate that acceptable exposure levelsare not exceeded.

1.13.3 Munitions and Explosives of Concern (MEC) Support

Based on current information provided in historical documents (EPA 2007 andCDM 2007) and by the current property owner, there is a low probability ofencountering MEC at the site. Therefore, USACE will provide a UXO team asdefined in paragraph 1.8.7 UXO Team, during excavation of debris within theoverlying fill layer in the Historic Disposal Area (west side of AWIproperty). USACE will provide construction support (low probability) inaccordance with DoD Standard 6055.9 and USACE EP 75-1-2. UXO technicians,with qualifications as defined in DDESB TP18 shall be on site to provideconstruction support during all intrusive activities within the debrislayer. If required, multiple teams of UXO Technicians will be on site tosupport soil disturbance activities in separate locations. Duringperformance of intrusive/soil disturbance activities, the Contractor shalladhere to the guidance provided by the USACE MEC support staff to ensurethat the work is performed in a safe manner. In the event that MEC isencountered, MEC support staff shall coordinate directly with the localRange Control Office and shall direct the Contractor concerning safeactivities and/or evacuation procedures.

1.13.4 Recordkeeping

All monitoring data records must be maintained onsite by the Contractor.Reports of the monitoring results will be readily available upon requestand shall be transmitted to the Contracting Officer at the end of each workday. Air monitoring records of results must include sample data sheets forall samples that identify the sampling location, description of activities,date, the sampling start and end times, and the serial number of thesampling device.

1.14 HEAT/COLD STRESS MONITORING AND MANAGEMENT

Document in the APP/SSHP and implement the procedures and practices insection 06.I. in EM 385-1-1 to monitor and manage heat stress.

1.15 SPILL AND DISCHARGE CONTROL

Develop and implement written spill and discharge containment/controlprocedures as specified in Section 01 57 20.00 10 ENVIRONMENTALPROTECTION.

1.16 SITE CONTROL MEASURES

The Contractor must establish a site control program that is to be includedin the SSHP. The site control program must define the various work zones,PPE, and categories of personnel who will have access to various workzones. The establishment of work zones must ensure that personnel are


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properly protected where they are working, that work activities andcontamination are confined to the appropriate areas, and that personnel canbe located and evacuated in an emergency.

The onsite control program must include the use of the "buddy system,"communications and mechanisms for alerting personnel of emergencies, use ofstandard operating procedures or safe working practices, and theidentification of the nearest medical assistance. Wherever practical, theContractor may reference other portions of the SSHP that satisfy theserequirements.

1.16.1 Work Zones

Initial anticipated work zone boundaries (EZ, contamination reduction zone,support zone, all access points and decontamination areas) are to beclearly delineated on the site drawings. Base delineation of work zoneboundaries on the contamination characterization data and the hazard/riskanalysis to be performed as described in paragraph: HAZARD/RISK ANALYSIS.As work progresses and field conditions are monitored, work zone boundariesmay be modified (and site drawings modified) with approval of theContracting Officer. Clearly identify work zones and marked in the field(using fences, tape, signs, etc.). Post a site map, showing work zoneboundaries and locations of decontamination facilities in the onsiteoffice. Work zones must consist of the following:

a. Exclusion Zone (EZ): The Exclusion Zone is the area wherehazardous contamination is either known or expected to occur and thegreatest potential for exposure exists. Control entry into this areaand exit may only be made through the CRZ.

b. Contamination Reduction Zone (CRZ): The CRZ is the transition areabetween the Exclusion Zone and the Support Zone. The personnel andequipment decontamination areas must be separate and unique areaslocated in the CRZ.

c. Support Zone (SZ): The Support Zone is defined as areas of thesite, other than Exclusion Zones and contamination reduction zones,where workers do not have the potential to be exposed to hazardoussubstances or dangerous conditions resulting from hazardous wasteoperations. Secure the Support Zone against active or passivecontamination. Site offices, parking areas, and other supportfacilities must be located in the Support Zone.

1.16.2 Site Control Log

A log of personnel visiting, entering, or working on the site must bemaintained by the Contractor. Include the following: date, name, agencyor company, time entering and exiting site, time entering and exiting theExclusion Zone (if applicable). Before visitors are allowed to enter theContamination Reduction Zone or Exclusion Zone, they must show proof ofcurrent training, medical surveillance and respirator fit testing (ifrespirators are required for the tasks to be performed) and fill out aCertificate of Worker or Visitor Acknowledgment. Record this visitorinformation, including date, in the log.

1.16.3 Communication

Provide and install an employee alarm system that has adequate means of onand off site communication in accordance with 29 CFR 1910 Section .165.


AR301925


The means of communication must be able to be perceived above ambient noiseor light levels by employees in the affected portions of the workplace.The signals must be distinctive and recognizable as messages to evacuate orto perform critical operations.

1.17 PERSONAL HYGIENE AND DECONTAMINATION

Personnel entering the Exclusion or Contamination Reduction Zones orotherwise exposed to hazardous chemical vapors, gases, liquids, orcontaminated solids must decontaminate themselves and their equipment priorto exiting the Contamination Reduction Zone (CRZ) and entering the SupportZone. Consult Chapter 10.0 of NIOSH 85-115 when preparing decontaminationprocedures. Submit a detailed discussion of personal hygiene anddecontamination facilities and procedures to be followed by site workers aspart of the APP/SSHP. Train employees in the procedures and enforce theprocedures throughout site operations.

Decontamination areas will be required to contain contaminated runoff orliquids that come into contact with contaminated materials and wherevervehicles or personnel will be moving from the contaminated areas to non-contaminated areas outside the limits of work. Contaminant reduction ofpersonnel and equipment that are leaving the onsite contaminated areas mustconform to the requirements of 29 CFR 1910.120 (Hazardous Waste Operationsand Emergency Response) and other applicable Federal and State regulations.The SSHP must describe implementation of the following Contractorresponsibilities:

a. Provide and maintain decontamination facilities for personnel andequipment. Personnel decontamination stations must be positioned ateach Exclusion Zone exit.

b. Provide any respirators required by the Contractor's staff. Allrespirators must be cleaned and inspected daily. The SSHP mustdescribe procedures for performing daily maintenance in accordance withthe appropriate OSHA standards (29 CFR 1910.134).

c. Personnel decontamination facilities and equipment decontaminationfacilities must be described in detail and their layout shown in theSSHP. Wastewater storage and disposal from the personnel and equipmentdecontamination facilities will be conducted in accordance withParagraph 1.17.3 Water Generated During Decontamination and DewateringActivities.

d. Procedure to be followed by the Contractor to decontaminate allvehicles and equipment that have possibly been exposed to contaminatedmaterials.

e. Decontamination of equipment or vehicles leaving the site must beperformed in the equipment decontamination area. Decontaminationprocedures must remove soil and other residues from all surfaces ofequipment, which have potentially contacted contaminated material.

1.17.1 Decontamination Facilities

Initially set up a decontamination line in the CRZ. Employees must exitthe EZ through the CRZ. It is the Site Safety and Health Officer'sresponsibility to recommend techniques to establish personneldecontamination procedures, if necessary.


AR301926


1.17.2 Equipment Decontamination

Vehicles and equipment used in the EZ shall be decontaminated in the CRZprior to leaving the site.

1.17.2.1 Procedures

Procedures for equipment decontamination must be developed and utilized toprevent the spread of contamination from each EZ exit into the SZ andoffsite areas. Assume any item taken into the EZ to be contaminated andperform an inspection and decontaminate. Vehicles, equipment, andmaterials must be cleaned and decontaminated prior to leaving the site.Handle construction material in such a way as to minimize the potential forcontaminants being spread and/or carried offsite. Prior to exiting thesite, vehicles and equipment must be monitored to ensure the adequacy ofdecontamination.

1.17.2.2 Disposal of Decontamination Byproducts

All disposable PPE and other contaminated materials generated by personneldecontamination must be placed in containers for temporary storage in adesignated area at the site. Containers must be labeled to identify theircontents and be sealed. All used PPE and containers used for storing usedPPE must be disposed of onsite.

1.17.3 Water Generated During Decontamination and Dewatering Activities

Water generated during decontamination and dewatering activities will becollected, containerized and treated, at a minimum, using a granularactivated carbon (GAC) unit (or equivalent method) and discharged to groundsurface in an area approved by the Contracting Officer if the followingcriteria are met:

a. Contractor shall ensure that discharge stays within a radius of 15feet of the point of discharge and does not migrate offsite or tosurface water bodies. If the radius is exceeded, the rate of dischargeshall be decreased. Discharge to the ground surface shall be meteredand recorded daily.

b. Discharge shall not exceed health and safety monitoring levels forworker exposure. The Contractor shall assess the discharge based onvisual observations and photoionization detector (PID), or equivalent,readings within one foot of the source (readings must be less than 5.0ppm above background level).

Water that may accumulate within the debris layer excavation, either asgroundwater or from precipitation, shall be tested prior to any treatmentor discharge for the purpose of estimating carbon breakthrough. TheContractor shall then estimate the time to breakthrough and change out thecarbon accordingly. The Contractor shall also test such water followinginitial carbon treatment, and compare to the existing backgroundgroundwater data in the 2007 Remedial Investigation prior to regularprocessing through the treatment system. Contaminants to be analyzed shallbe as noted on Table 7, page B-12 of Appendix B of the 2007 Record ofDecision. The Contractor shall submit this initial analytical data to theContracting Officer for review. Criteria for discharge to the groundsurface following carbon treatment shall be that it is at or below thebackground groundwater levels noted in the 2007 Remedial Investigation. Ifthe analytical data is at or lower than the background levels in the 2007


AR301927


Remedial Investigation, the Contractor, after obtaining written approvalfrom the Contracting Officer, shall discharge the such treated water to theground surface in accordance with the requirements of this section.

The Contractor shall containerize used treatment media and place in theDrum Storage Area as shown on the Contract Drawings.

1.18 EMERGENCY EQUIPMENT AND FIRST AID REQUIREMENTS

Maintain, as a minimum, the following items onsite and available forimmediate use:

a. First aid equipment and supplies approved by the consultingphysician.

b. Emergency eyewashes and showers that comply with ANSI/ISEA Z358.1.

c. Emergency-use respirators.

d. Provide fire extinguishers of sufficient size and type at sitefacilities and in all vehicles and at any other site locations whereflammable or combustible materials present a fire risk.

1.19 EMERGENCY RESPONSE AND CONTINGENCY PROCEDURES

An Emergency Response Plan, that meets the requirements of 29 CFR 1910.120(l) and 29 CFR 1926.65 (l), must be developed and implemented as a sectionof the APP/SSHP, that describes the appropriate actions of projectpersonnel in the event of an emergency such as fire, explosion, or injury.In the event of any emergency associated with remedial action, withoutdelay, alert all onsite employees and as necessary offsite emergencyresponders that there is an emergency situation; take action to remove orotherwise minimize the cause of the emergency; alert the ContractingOfficer; and institute measures necessary to prevent repetition of theconditions or actions leading to, or resulting in, the emergency. Trainemployees that are required to respond to hazardous emergency situations totheir level of responsibility according to 29 CFR 1910.120 (q) and29 CFR 1926.65 (q) requirements. Rehearse the plan regularly as part ofthe overall training program for site operations. Review the planperiodically and revise as necessary to reflect new or changing siteconditions or information. Provide copies of the Emergency ResponsePortion of the accepted APP/SSHP to the affected local emergency responseagencies. Address, as a minimum, the following elements in the plan:

a. Pre-emergency planning. Coordinate with local emergency responseproviders during preparation of the Emergency Response Plan. At aminimum, coordinate with local fire, rescue, hazardous materialsresponse teams, police and emergency medical providers to assure allorganizations are capable and willing to respond to and provideservices for on-site emergencies. Ensure the Emergency Response Planfor the site is compatible and integrated with the local fire, rescue,medical and police security services.

b. Personnel roles, lines of authority by name and title,communications for emergencies, including equipment and signals to beused to notify site personnel of emergency.

c. Emergency recognition and prevention.


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d. Site topography, layout, and prevailing weather conditions.

e. Criteria and procedures for site evacuation (emergency alertingprocedures, employee alarm system, emergency PPE and equipment, safedistances, places of refuge, evacuation routes and assembly points,site security and control), including appropriate emergency responseequipment and equipment available from local emergency responseagencies.

f. Specific procedures for decontamination and medical treatment ofinjured personnel.

g. Descriptions and route maps to nearest prenotified medicalfacility. Site-support vehicles must be equipped with maps. At thebeginning of project operations, drivers of the support vehicles mustbecome familiar with the emergency route and the travel time required.

h. Emergency alerting and response procedures including postedinstructions and a list of names and telephone numbers of emergencycontacts (physician, nearby medical facility, fire and policedepartments, ambulance service, Federal, state, and local environmentalagencies; as well as Safety and Health Manager, the SiteSuperintendent, the Contracting Officer and/or their alternates).

i. Criteria for initiating community alert program, contacts, andresponsibilities.

j. Procedures for reporting incidents to appropriate governmentagencies. In the event that an incident such as an explosion or fire,or a spill or release of toxic materials occurs during the course ofthe project, the appropriate government agencies must be immediatelynotified. In addition, verbally notify the Contracting Officer and thelocal district safety office immediately and receive a writtennotification within 24 hours. Include within the report the followingitems:

(1) Name, organization, telephone number, and location of theContractor.

(2) Name and title of the person(s) reporting.

(3) Date and time of the incident.

(4) Location of the incident, i.e., site location, facility name.

(5) Brief summary of the incident giving pertinent detailsincluding type of operation ongoing at the time of the incident.

(6) Cause of the incident, if known.

(7) Casualties (fatalities, disabling injuries).

(8) Details of any existing chemical hazard or contamination.

(9) Estimated property damage, if applicable.

(10) Nature of damage, effect on contract schedule.

(11) Action taken to ensure safety and security.


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(12) Other damage or injuries sustained, public or private.

k. Procedures for critique of emergency responses and follow-up.

1.20 CERTIFICATE OF WORKER/VISITOR ACKNOWLEDGEMENT

A copy of a Contractor-generated certificate of worker/visitoracknowledgement must be completed and submitted for each visitor allowed toenter Contamination Reduction or Exclusion Zones, and for each employee.

1.21 INSPECTIONS

Attach to and submit with the Daily Quality Control reports the SSHO'sDaily Inspection Logs. Include with each entry the following: date, workarea(s) checked, employees present in work area(s), PPE and work equipmentbeing used in each area, special safety and health issues and notes, airmonitoring results, noncompliance issues, and signature of preparer.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.



AR301930

TABLE 01 35 29.13-1. AMBIENT AIR MONITORING LEVELS

CAS NO. Contaminant (a)

RfC

(mg/m3)

IUR

(µg/m3)-1

Carcinogenic

Screening Level

(µg/m3)

Non-Carcinogenic

Screening Level

(µg/m3)

Selected

Monitoring Level

(µg/m3) (b)

"Not to Exceed"

Offsite Monitoring

Level (µg/m3) (c)

Volatiles

71-43-2 Benzene 3.0E-02 7.8E-06 672 168 168 1,685108-88-3 Toluene 5.0E+00 N/A N/A 28,077 28,077 280,769100-41-4 Ethylbenzene 1.0E+00 2.5E-06 2,096 5,615 2,096 20,9641330-20-7 Xylenes 7.0E-01 N/A N/A 3,931 3,931 39,308Semivolatiles

83-32-9 Acenapthene N/A N/A N/A N/A N/A N/A120-12-7 Anthracene N/A N/A N/A N/A N/A N/A56-66-3 Benz(a)anthracene N/A 1.1E-04 4.8 N/A 4.8 4850-32-8 Benzo(a)pyrene N/A 1.1E-03 0.48 N/A 0.48 4.8205-99-2 Benzo(b)fluoranthene N/A 1.1E-04 4.8 N/A 4.8 48207-08-9 Benzo(k)fluoranthene N/A 1.1E-04 4.8 N/A 4.8 48218-01-9 Chrysene N/A 1.1E-05 48 N/A 48 47653-70-3 Dibenz[a,h]anthracene N/A 1.1E-03 0.48 N/A 0.48 4.8206-44-0 Fluoranthene N/A N/A N/A N/A N/A N/A86-73-7 Fluorene N/A N/A N/A N/A N/A N/A193-39-5 Indeno[1,2,3-cd]pyrene N/A 1.1E-04 4.8 N/A 4.8 4890-12-0 Methylnaphthalene, 1- N/A N/A N/A N/A N/A N/A91-57-6 Methylnaphthalene, 2- N/A N/A N/A N/A N/A N/A91-20-3 Napthalene 3.0E-03 3.4E-05 154 17 17 168129-00-0 Pyrene N/A N/A N/A N/A N/A N/A87-86-5 Pentachlorophenol N/A 4.6E-06 1,139 N/A 1,139 11,394Dioxin

1746-01-6 Dioxin (TEQ) 4.0E-08 3.8E+01 0.00014 0.00022 0.00014 0.0014Metals

7440-38-2 Arsenic 1.5E-05 4.3E-03 1.2 0.08 0.08 0.87440-36-0 Antimony N/A N/A N/A N/A N/A N/A7439-89-6 Iron N/A N/A N/A N/A N/A N/A

7439-92-1 Lead(d)

N/A 1.2E-05 437 N/A 437 4,3687440-28-0 Thallium N/A N/A N/A N/A N/A N/A

IUR - Inhalation Unit RiskRfC - Reference ConcentrationTEQ - Toxic Equivalent

(c) Level not to be exceeded off-site for any duration.

(a) Contaminants of concern (COCs) are those identified in the Record of Decision (EPA 2007) and lead.

(b) Minimum of the carcinogenic risk or non-carcinogenic effects values. The ambient air concentration a receptor can be exposed continuously throughout

the project duration. Conservatively assumes a worker would be exposed during the entire project duration.

(d) Toxicity values are not available for lead. In accordance with the procedures set forth by the USEPA in the Regional Screening Level (RSL) Table,

toxicity values for lead are based upon lead acetate and lead subacetate.

Note - Ambient air monitoring levels were calculated using guidance provided in EPA’s Risk Assessment Guidance

for Superfund (RAGS) and Regional Screening Levels (RSLs) for Superfund Sites (May 2011).

AR301931


SECTION 01 35 45.00 10

CHEMICAL DATA QUALITY CONTROL

PART 1 GENERAL

1.1 REFERENCES



(1994) Region III Modifications toNational Functional Guidelines for OrganicData Review, Multi-Media,Multi-Concentration (OLMO1.0-OLM01.9)

(1993) Region III Modifications toLaboratory Validation FunctionalGuidelines for Evaluating InorganicAnalyses

(1999) Region III Dioxin/Furan DataValidation Guidance

(1999) Draft Interim Final EPA Region IIIdownloaded fromhttp://www.epa.gov/reg3hscd/bf-lr/granteereporting/sap_generic.pdf

EPA 540/R 94-008 (1999) USEPA Contract Laboratory ProgramNational Functional Guidelines for OrganicData Review

EPA SW-846.3-3 (1999, Third Edition, Update III-A) TestMethods for Evaluating Solid Waste:Physical/Chemical Methods

EPA/240/B-01/003 (2001) EPA Requirements for QualityAssurance Project Plans. EPA QA/R-5.

EPA/240/B-06/001 (2006) Guidance on Systematic PlanningUsing the Data Quality Objectives ProcessEPA QA/G-4.

1.2 ACRONYMS

The definition of acronyms used by the Contractor that pertain to chemicaldata quality control shall be clearly defined for all contract relatedproducts and communications.

1.3 CHEMISTRY REQUIREMENTS

Sample collection, chemical analysis and chemical parameter measurements

SECTION 01 35 45.00 10 Page 1

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shall be performed so that the resulting data meet and support data userequirements. The chemical data shall be acquired, documented, verifiedand reported to ensure that the specified precision, accuracy,representativeness, comparability, completeness and sensitivityrequirements are achieved.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation;submittals not having a "G" designation are for Contractor Quality Controlapproval. The following shall be submitted for review and approval inaccordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

SD-06 Test Reports

QA Sampling and Analysis Plan (SAP); G

At least fourteen (14) calendar days prior to any work at thesite, the Contractor shall submit a SAP to the Contracting Officerfor review and approval. Contractor Requirements for thepreparation of the SAP are provided in Paragraph 3.2 Sampling andAnalysis Plan.

Chemistry Data Package; G

The chemistry data package shall be provided to the processtreatment personnel.

Chemical Data Final Report (CDFR); G,

The CDFR shall be provided to the Contracting Officer as part ofthe Closure Report as specified in 01 78 00 CLOSEOUT SUBMITTALS.Requirements for preparation of the CDFR are provided in Paragraph3.6 Chemical Data Final Report.

1.5 QUALITY ASSURANCE ELEMENTS

The Contractor shall be ] following QA elements necessary to monitor andensure the quality of chemical data produced.

1.5.1 Review of Primary Laboratory Data

The Contractor shall be responsible for the independent data review of theentire primary data set.

1.5.2 Validation of Data

The Contractor shall be responsible for obtaining a third-party validatorto validate 100% percent of the data (Level III) in accordance with:

a. Region III Modifications to National Functional Guidelinesfor Organic Data Review, Multi-Media, Multi-Concentration(OLMO1.0-OLM01.9) (EPA, 1994)

b. Region III Modifications to Laboratory Validation FunctionalGuidelines for Evaluating Inorganic Analyses (EPA 1993)

SECTION 01 35 45.00 10 Page 2

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c. Region III Dioxin/Furan Data Validation Guidance (EPA 1999a)

Upon receipt of Electronic Data Deliverables (EDDs), the Contractor shallsubmit electronic versions of Data Validation Reports and laboratory EDDsto the Contracting Officer for review and approval.

The data validation strategy shall be established at the beginning of theproject to be consistent with project Data Quality Objectives (DQOs). DataValidation Reports and electronic data deliverables (EDDs) shall beincluded in the CDFR. EDDs shall be submitted in the EPA Region 3Electronic Data Deliverable format.The Contractor shall provide an electronic version of the non-validatedEDDs to the Contracting Officer upon receipt from the laboratory. TheContractor shall provide an electronic version of the Data ValidationReports and validated EDDs to the Contracting Officer upon receipt from thethird-party validator.

1.6 QUALIFICATIONS

The Contractor must, at a minimum, designate by name and title personnelwith responsibility for data quality. The Contractor must designatepersonnel with the following qualifications:

1.6.1 Chemical Quality Control Officer

As a minimum, the Contractor's Chemical Quality Control Officer shall have:a Bachelor's or Master's degree in Chemistry or a related field; ten (10)years of experience related to investigations, studies, design and remedialactions; and knowledge of calibration and operation of various fieldmonitoring devices as well as standard analytical chemistry methods commonfor analyzing soil, water, air and other materials for chemicalcontamination assessment, including hazardous waste manifesting. TheChemical Quality Control Officer shall ensure that all chemistry-relatedobjectives including responsibilities for DQO definitions, sampling andanalysis, project requirements for data documentation and validation, andfinal project reports are attained. The Chemical Quality Control officerneed not be present onsite during routine sampling, but shall be availablefor consultation with Contractor personnel.

1.6.2 Project Chemist

As a minimum, the Contractor's Senior Chemist shall have: a Bachelor's orMaster's degree in Chemistry or a related field; five (5)years ofexperience related to investigations, studies, design and remedial actionsat HTRW sites; and experience with commercial laboratories and standardanalytical chemistry methods common for analyzing soil, water, air andother materials for chemical contamination assessment, including data forhazardous waste manifesting. The project chemist shall ensure that allchemistry related goals of the program are attained. The project chemistshall be available for consultation with Contractor personnel.

1.6.3 Environmental Sampler

As a minimum, the Contractor's Environmental Sampler shall have: aBachelor's or Master's degree in Chemistry, Environmental Science,Engineering, Geology, Hydrology, or a related field; five (5) years ofexperience in the development and preparation of SAP and work plans; five(5) years of experience in and knowledge of EPA methods for collectingenvironmental and hazardous waste samples; five (5) years of experience in

SECTION 01 35 45.00 10 Page 3

AR301934


operation of field screening equipment (e.g. PID, FID, infraredspectrometer, immunoassay, etc.); and experience with the particular fieldscreening techniques for use on this project. The Environmental Samplershall collect all onsite samples and perform all field screening tests.The Environmental Sampler shall review the sampling results, and providerecommendations for the Contractor's sampling program. The EnvironmentalSampler shall be onsite during excavation and stockpiling operationsinvolving contaminated soil or soil to be checked for contamination.

1.7 COORDINATION MEETING

At the preconstruction conference, before any sampling or testing, theContractor and the Contracting Officer will discuss the environmentalsampling and analysis requirements for the site consistent with therequirements documents in Section 01 57 20.00 10 ENVIRONMENTAL PROTECTIONand Section 01 35 29.13 HEALTH, SAFETY AND EMERGENCY RESPONSE PROCEDURESFOR CONTAMINATED SITES. Management of the chemical data quality systemincluding project DQOs, project submittals, chemical data documentation,chemical data assessment, required sampling and analysis protocols, andminimum data reporting requirements shall be agreed upon. The meeting willserve to establish an interrelationship between the Contractor's chemicaldata quality management and Government chemical quality assurancerequirements. Minutes of the meeting will be documented by the Governmentand shall be signed by both the Contractor and the Contracting Officer.The minutes will include any or all unresolved chemical issues along withthe conditions for resolution and will become a part of the contract file.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION


Provide chemical sample acquisition, sample analysis, instrumentalmeasurements of chemical parameters for chemical data quality control. Aneffective chemical data quality control system shall be established thatmeets the requirements for the chemical measurement DQO applicable to theproject. The system shall cover chemical measurements pertaining to andrequired for Contractor and subcontractor produced chemical data. Controlfield screening, sampling, and testing in conjunction with remedialactivities to meet all DQOs; minimize the amount of excavated materialrequiring temporary storage; prevent dilution of contaminated soils withclean soils; and ensure completion of work within the required time.

3.2 SAMPLING AND ANALYSIS PLAN

The SAP shall be prepared in accordance with with EPA/240/B-01/003 EPARequirements for Quality Assurance Project Plans EAP QA/R5 andEPA/240/B-06/001 Guidance on Systematic Planning Using the Data QualityObjectives Process EPA QA/G-4. The SAP shall contain two distinctelements: FSP and QAPP. Sections of the FSP and QAPP shall not be crossreferenced. The SAP shall confirm the Contractor's understanding of theContract requirements for chemical data quality control, and shall describeprocedures for field sampling and sample submittal for analysis, fieldchemical parameter measurement, data documentation, data assessment anddata reporting requirements. The SAP shall delineate the methods theContractor intends to use to accomplish the chemical quality control items

SECTION 01 35 45.00 10 Page 4

AR301935


to assure accurate, precise, representative, complete, legally defensibleand comparable data. The SAP shall describe all chemical parametermeasurements for all matrices for all phases of the remediation contract.As a single interrelated document, the SAP shall be provided to field andlaboratory personnel. The Contractor may propose original/innovativeapproaches to chemical parameter measurements for cost reduction andremediation efficiency by abbreviated sampling, contingency sampling and/orcontingency analysis, indicator or tracer analysis, onsite analyticalservices, equivalency or screening methods. The SAP shall clearly identifythe Contractor obtained laboratories. Furnish copies of the Governmentapproved SAP to all laboratories and the Contractor's field sampling crew.The SAP shall address all levels of the investigation with enough detail tobecome a document which may be used as an audit guide for field andlaboratory work.

3.2.1 Field Sampling Plan

The FSP shall specify the perimeter monitoring requirements for otherpersonnel (i.e., AWI employees, PPSD employees, etc.) as discussed inSection 01 35 29.13 HEALTH, SAFETY AND EMERGENCY RESPONSE PROCEDURES FORCONTAMINATED SITES, Paragraph 1.13.1. The FSP shall contain necessarytechnical detail and direction for the field personnel to understandsampling and field measurement requirements. The FSP shall provide acomprehensive description and full detail for personnel to perform allonsite activities required to attain project DQOs, including: locations ofsamples, sampling procedures for onsite and offsite chemical analysis,summaries of analyses to be performed on samples, shipment of samples foroffsite analyses, performance of onsite and offsite instrumental parametermeasurements, data documentation and reporting requirements.

3.2.2 Quality Assurance Project Plan

The QAPP shall contain necessary technical detail and direction for fieldand laboratory personnel to understand project sample analysis, qualitycontrol and data reporting requirements, analytical methods, requireddetection limits, QC requirements, procedures for corrective actions,deliverables and submittals, deviations and changes, minimum data reportingrequirements, DQOs for chemical parameter measurements by the Contractorand subcontractors, and data validation and reporting requirements.

3.3 CHEMISTRY DATA PACKAGE

The chemistry data package shall contain information to demonstrate thatthe project's DQO have been fulfilled. The QA function will compare QAsample results to corresponding primary sample results, will assess theContractor's compliance with the SAP, and will recommend corrective actionas necessary.

3.4 CONTROL OF CHEMICAL DATA QUALITY

Contractor chemical data quality control shall ensure that a qualitycontrol program is in place that assures sampling and analytical activitiesand the resulting chemical parameter measurement data comply with the DQOand the requirements of the SAP. Utilize the three-phase control systemthat includes a preparatory, initial and follow-up phase for each definablefeature of work. The Contractor's three-phase chemical data controlprocess shall ensure that data reporting requirements are achieved.

SECTION 01 35 45.00 10 Page 5

AR301936


3.5 ANALYTICAL TESTING LABORATORIES

Propose the analytical laboratories to be used for sample analyses. TheContractor may utilize its own laboratory or utilize subcontractlaboratories to achieve the primary required sample analyses.

3.5.1 Laboratory Analytical Requirements

Provide the specified chemical analyses by the Contractor's laboratory.Provide chemical analyses to achieve the project DQOs for all parametersspecified by the methods.

3.5.2 Laboratory Performance

Provide continued acceptable analytical performance and establish aprocedure to address data deficiencies noted by review and/or qualityassurance sample results. Provide and implement a mechanism for providinganalytical labs with the SAP or QAPP portion of the SAP, for monitoring thelab's performance and for performing corrective action procedures.

3.6 CHEMICAL DATA FINAL REPORT

The CDFR shall be produced including a summary of quality control practicesemployed and all chemical parameter measurement activities after projectcompletion. As a minimum, the CDFR shall contain the following:

a. Summary of project scope and description.

b. Summary of any deviations from the design chemical parametermeasurement specifications.

c. Summary of chemical parameter measurements performed as contingentmeasurements.

d. Summary discussion of resulting data including achieving datareporting requirements.

e. Summary of achieving project specific DQO.

f. Presentation and evaluation of the data to include an overallassessment on the quality of the data for each method and matrix.

g. Internal QC data generated during the project, including tabularsummaries correlating sample identifiers with all blank, matrixspikes, surrogates, duplicates, laboratory control samples, andbatch identifiers.

h. A list of the affected sample results for each analyte (indexed bymethod and matrix) including the appropriate data qualifier flag(J, B, R, etc.), where sample results are negatively impacted byadverse quality control criteria.

i. Summary of field and laboratory oversight activities, providing adiscussion of the reliability of the data, QC problemsencountered, and a summary of the evaluation of data quality foreach analysis and matrix as indicated by the laboratory QC dataand any other relevant findings.

j. Conclusions and recommendations.

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k. Appendices containing: (1) Chemistry data package, and (2) DataValidation Reports.

3.7 NOTIFICATION OF NON-COMPLIANCE

The Contracting Officer will notify the Contractor of any detectednoncompliance with the foregoing requirements. Take immediate correctiveaction after receipt of such notice.


SECTION 01 35 45.00 10 Page 7

AR301938


SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

PART 1 GENERAL

1.1 REFERENCES

Various publications are referenced in other sections of the Specificationsto establish requirements for the work. These references are identified ineach section by document number, date and title. The document number usedin the citation is the number assigned by the standards producingorganization, (e.g. ASTM B 564 Nickel Alloy Forgings). However, when thestandards producing organization has not assigned a number to a document,an identifying number has been assigned for reference purposes.

1.2 ORDERING INFORMATION

The addresses of the standards publishing organizations whose documents arereferenced in other sections of these Specifications are listed below, andif the source of the publications is different from the address of thesponsoring organization, that information is also provided. Documentslisted in the Specifications with numbers which were not assigned by thestandards producing organization should be ordered from the source by titlerather than by number.

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)1800 East Oakton StreetDes Plaines, IL 60018-2187Ph: 847-699-2929Fax: 847-768-3434E-mail: [email protected]: http://www.asse.org

ASME INTERNATIONAL (ASME)Three Park Avenue, M/S 10ENew York, NY 10016-5990Ph: 800-854-7179 or 800-843-2763Fax: 212-591-7674E-mail: [email protected]: http://www.asme.org

ASTM INTERNATIONAL (ASTM)100 Barr Harbor Drive, P.O. Box C700West Conshohocken, PA 19428-2959Ph: 610-832-9500Fax: 610-832-9555E-mail: [email protected]: http://www.astm.org

INTERNATIONAL SAFETY EQUIPMENT ASSOCIATION (ISEA)1901 North Moore StreetArlington, VA 22209-1762Ph: 703-525-1695Fax: 703-528-2148E-mail: isea@safety equipment.orgInternet: http://www.safetyequipment.org/


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INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)445 Hoes Lane or 2001 L Street, NW. Suite 700Piscataway, NJ 08855-1331 or Washington, DC 20036-4910 USAPh: 732-981-0060 or 800-701-4333Fax: 732-562-6380E-mail: [email protected] or [email protected]: http://www.ieee.org

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)1 Batterymarch ParkQuincy, MA 02169-7471Ph: 617-770-3000 or 800-344-3555Fax: 617-770-0700E-mail: [email protected]: http://www.nfpa.org

NATIONAL INSTITUTE FOR OCCUPATIONAL SAFETY AND HEALTH (NIOSH)Mail Stop C-344676 Columbia ParkwayCincinnati, OH 45226Ph: 513-533-8611Fax: 513-533-8285E-mail: [email protected]: http://www.cdc.gov/nchs/products.htm

U.S. ARMY CORPS OF ENGINEERS (USACE)Order CRD-C DOCUMENTS from:Headquarters Points of contact441 G Street NWWashington, DC 20314-1000Ph: 202-761-0011E-mail: [email protected]: http://www.wes.army.mil/SL/MTC/handbook.htmOrder Other Documents from:USACE Publications DepotAttn: CEHEC-IM-PD2803 52nd AvenueHyattsville, MD 20781-1102Ph: 301-394-0081Fax: 301-394-0084E-mail: [email protected]: http://www.usace.army.mil/publications

or http://www.hnd.usace.army.mil/techinfo/engpubs.htm

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)Ariel Rios Building1200 Pennsylvania Avenue, N.W.Washington, DC 20004Ph: 202-272-0167for Fax and E-mail see belowInternet: http://www.epa.gov--- Some EPA documents are available only from:National Technical Information Service (NTIS)5301 Shawnee RoadAlexandria, VA 22312Ph: 703-605-6050 or 1-688-584-8332Fax: 703-605-6900E-mail: [email protected]


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Internet: http://www.ntis.gov

U.S. FEDERAL AVIATION ADMINISTRATION (FAA)Order for sale documents from:Superintendent of DocumentsU.S. Government Printing Office (GPO)732 North Capitol Street, NWWashington, DC 20401Ph: 202-512-1800Fax: 202-512-2104E-mail: [email protected]: http://www.gpoaccess.govOrder free documents from:Federal Aviation AdministrationDepartment of Transportation800 Independence Avenue, SWWashington, DC 20591Ph: 1-866-835-5322Internet: http://www.faa.gov

U.S. FEDERAL HIGHWAY ADMINISTRATION (FHWA)FHWA, Office of Safety1200 New Jersey Ave., SEWashington, DC 20590-Ph: 202-366-0411Fax: 202-366-2249E-mail: [email protected]: http://www.safety.fhwa.dot.govOrder from:Superintendent of DocumentsU. S. Government Printing Office (GPO)732 North Capitol Street, NWWashington, DC 20401Ph: 202-512-1800Fax: 202-512-2104E-mail: [email protected]: http://www.gpoaccess.gov

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)8601 Adelphi RoadCollege Park, MD 20740-6001Ph: 866-272-6272Fax: 301-837-0483E-mail: [email protected]: http://www.archives.govOrder documents from:Superintendent of DocumentsU.S.Government Printing Office (GPO)732 North Capitol Street, NWWashington, DC 20401Ph: 202-512-1800Fax: 202-512-2104E-mail: [email protected]: http://www.gpoaccess.gov


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SECTION 01 45 00.00 10

QUALITY CONTROL

PART 1 GENERAL

1.1 REFERENCES


ASTM INTERNATIONAL (ASTM)

ASTM D 3740 (2008) Minimum Requirements for AgenciesEngaged in the Testing and/or Inspectionof Soil and Rock as Used in EngineeringDesign and Construction

ASTM E 329 (2009) Standard Specification for AgenciesEngaged in the Testing and/or Inspectionof Materials Used in Construction


ER 1110-1-12 (2006; Change 1) Engineering and Design --Quality Management

1.2 PAYMENT

Separate payment will not be made for providing and maintaining aneffective Quality Control program, and all associated costs will beincluded in the applicable Bid Schedule unit or lump-sum prices.


PART 3 EXECUTION


Establish and maintain an effective quality control (QC) system incompliance with the Contract Clause titled "Inspection of Construction."QC consist of plans, procedures, and organization necessary to produce anend product which complies with the contract requirements. Cover allconstruction operations, both onsite and offsite, and be keyed to theproposed construction sequence. The Contractor project superintendent willbe held responsible for the quality of work and is subject to removal bythe Contracting Officer for non-compliance with the quality requirementsspecified in the contract. In this context the highest level managerresponsible for the overall construction activities at the site, includingquality and production is the Contractor project superintendent. Theproject superintendent must maintain a physical presence at the site at alltimes and is responsible for all construction and related activities at thesite, except as otherwise acceptable to the Contracting Officer.

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3.2 QUALITY CONTROL PLAN

Submit no later than 30 days after receipt of notice to proceed, theContractor Quality Control (CQC) Plan proposed to implement therequirements of the Contract Clause titled "Inspection of Construction."The Government will consider an interim plan for the first 30 days ofoperation. Construction will be permitted to begin only after acceptanceof the CQC Plan or acceptance of an interim plan applicable to theparticular feature of work to be started. Work outside of the acceptedinterim plan will not be permitted to begin until acceptance of a CQC Planor another interim plan containing the additional work.

3.2.1 Content of the CQC Plan

Include, as a minimum, the following to cover all construction operations,both onsite and offsite, including work by subcontractors, fabricators,suppliers, and purchasing agents:

a. A description of the quality control organization, including achart showing lines of authority and acknowledgment that the CQCstaff will implement the three phase control system for allaspects of the work specified. Include a CQC System Manager whoreports to the project superintendent.

b. The name, qualifications (in resume format), duties,responsibilities, and authorities of each person assigned a CQCfunction.

c. A copy of the letter to the CQC System Manager signed by anauthorized official of the firm which describes theresponsibilities and delegates sufficient authorities toadequately perform the functions of the CQC System Manager,including authority to stop work which is not in compliance withthe contract. Letters of direction to all other various qualitycontrol representatives outlining duties, authorities, andresponsibilities will be issued by the CQC System Manager. Copiesof these letters must be furnished to the Government.

d. Procedures for scheduling, reviewing, certifying, and managingsubmittals, including those of subcontractors, offsitefabricators, suppliers, and purchasing agents. These proceduresmust be in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

e. Control, verification, and acceptance testing procedures for eachspecific test to include the test name, specification paragraphrequiring test, feature of work to be tested, test frequency, andperson responsible for each test. (Laboratory facilities approvedby the Contracting Officer must be used.)

f. Procedures for tracking preparatory, initial, and follow-upcontrol phases and control, verification, and acceptance testsincluding documentation.

g. Procedures for tracking construction deficiencies fromidentification through acceptable corrective action. Establishverification procedures that identified deficiencies have beencorrected.

h. Reporting procedures, including proposed reporting formats.

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i. A list of the definable features of work. A definable feature ofwork is a task which is separate and distinct from other tasks,has separate control requirements, and may be identified bydifferent trades or disciplines, or it may be work by the sametrade in a different environment. Although each section of theSpecifications may generally be considered as a definable featureof work, there are frequently more than one definable featuresunder a particular section. This list will be agreed upon duringthe coordination meeting.

3.2.2 Acceptance of Plan

Acceptance of the Contractor's plan is required prior to the start ofconstruction. Acceptance is conditional and will be predicated onsatisfactory performance during the construction. The Government reservesthe right to require the Contractor to make changes in his CQC Plan andoperations including removal of personnel, as necessary, to obtain thequality specified.

3.2.3 Notification of Changes

After acceptance of the CQC Plan, notify the Contracting Officer in writingof any proposed change. Proposed changes are subject to acceptance by theContracting Officer.

3.3 COORDINATION MEETING

After the Preconstruction Conference, before start of construction, andprior to acceptance by the Government of the CQC Plan, meet with theContracting Officer or Authorized Representative and discuss theContractor's quality control system. Submit the CQC Plan a minimum of 7calendar days prior to the Coordination Meeting. During the meeting, amutual understanding of the system details must be developed, including theforms for recording the CQC operations, control activities, testing,administration of the system for both onsite and offsite work, and theinterrelationship of Contractor's Management and control with theGovernment's Quality Assurance. Minutes of the meeting will be prepared bythe Government, signed by both the Contractor and the Contracting Officerand will become a part of the contract file. There may be occasions whensubsequent conferences will be called by either party to reconfirm mutualunderstandings and/or address deficiencies in the CQC system or procedureswhich may require corrective action by the Contractor.

3.4 QUALITY CONTROL ORGANIZATION

3.4.1 Personnel Requirements

The requirements for the CQC organization are a CQC System Manager andsufficient number of additional qualified personnel to ensure safety andcontract compliance. The Safety and Health Manager must receive directionand authority from the CQC System Manager and serve as a member of the CQCstaff. Personnel identified in the technical provisions as requiringspecialized skills to assure the required work is being performed properlywill also be included as part of the CQC organization. The Contractor'sCQC staff must maintain a presence at the site at all times during progressof the work and have complete authority and responsibility to take anyaction necessary to ensure contract compliance. The CQC staff will besubject to acceptance by the Contracting Officer. Provide adequate office

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space, filing systems and other resources as necessary to maintain aneffective and fully functional CQC organization. Promptly complete andfurnish all letters, material submittals, shop drawing submittals,schedules and all other project documentation to the CQC organization. TheCQC organization shall be responsible to maintain these documents andrecords at the site at all times, except as otherwise acceptable to theContracting Officer.

3.4.2 CQC System Manager

Identify as CQC System Manager an individual within the onsite workorganization who is responsible for overall management of CQC and have theauthority to act in all CQC matters for the Contractor. The CQC SystemManager must be a graduate engineer or a graduate of constructionmanagement, with a minimum of 5 years experience as a ProjectSuperintendent, QC Manager, Project Manager, Project Engineer, orConstruction Manager on heavy-civil or marine construction projects similarto this contract. This CQC System Manager must be on the site at all timesduring construction and be employed by the prime Contractor. The CQCSystem Manager must be assigned no other duties. Identify in the plan analternate to serve in the event of the CQC System Manager's absence. Therequirements for the alternate are the same as the CQC System Manager.

3.4.3 CQC Personnel

In addition to CQC personnel specified elsewhere in the contract, provideas part of the CQC organization specialized personnel to assist the CQCSystem Manager for the following areas: environmental and materialstechnician. These individuals may be employees of the prime orsubcontractor; be responsible to the CQC System Manager; be physicallypresent at the construction site during work on their areas ofresponsibility; have the necessary education and/or experience inaccordance with the experience matrix listed herein. These individuals mayperform other duties but must be allowed sufficient time to perform theirassigned quality control duties as described in the Quality Control Plan.A single person may cover more than one area provided that they arequalified to perform QC activities in each designated and that workloadallows.

Experience Matrix

Area Qualifications

a. Environmental Graduate EnvironmentalEngineer with 3 yrs experience

b. Concrete and Soils Materials Technician with2 yrs experience for theappropriate area

c. Submittals Submittal Clerk with 1 yrexperience

3.4.4 Additional Requirement

In addition to the above experience and/or education requirements the CQCSystem Manager must have completed the course entitled "Construction

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Quality Management For Contractors". This course is periodically offeredby the U.S. Army Corps of Engineers. Specific times and locations areavailable from Norfolk District, telephone (757) 201-7723.

3.4.5 Organizational Changes

Maintain the CQC staff at full strength at all times. When it is necessaryto make changes to the CQC staff, revise the CQC Plan to reflect thechanges and submit the changes to the Contracting Officer for acceptance.

3.5 SUBMITTALS AND DELIVERABLES

Submittals, if needed, must comply with the requirements in Section 01 33 00SUBMITTAL PROCEDURES. The CQC organization is responsible for certifyingthat all submittals and deliverables are in compliance with the contractrequirements.

3.6 CONTROL

Contractor Quality Control is the means by which the Contractor ensuresthat the construction, to include that of subcontractors and suppliers,complies with the requirements of the contract. At least three phases ofcontrol must be conducted by the CQC System Manager for each definablefeature of the construction work as follows:

3.6.1 Preparatory Phase

This phase is performed prior to beginning work on each definable featureof work, after all required plans/documents/materials areapproved/accepted, and after copies are at the work site. This phaseincludes:

a. A review of each paragraph of applicable Specifications, referencecodes, and standards. Make available during the preparatoryinspection a copy of those sections of referenced codes andstandards applicable to that portion of the work to beaccomplished in the field. Maintain and make available in thefield for use by Government personnel until final acceptance ofthe work.

b. Review of the contract drawings.

c. Check to assure that all materials and/or equipment have beentested, submitted, and approved.

d. Review of provisions that have been made to provide requiredcontrol inspection and testing.

e. Examination of the work area to assure that all requiredpreliminary work has been completed and is in compliance with thecontract.

f. Examination of required materials, equipment, and sample work toassure that they are on hand, conform to approved shop drawings orsubmitted data, and are properly stored.

g. Review of the appropriate activity hazard analysis to assuresafety requirements are met.

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h. Discussion of procedures for controlling quality of the workincluding repetitive deficiencies. Document constructiontolerances and workmanship standards for that feature of work.

i. Check to ensure that the portion of the plan for the work to beperformed has been accepted by the Contracting Officer.

j. Discussion of the initial control phase.

k. The Government must be notified at least 48 hours in advance ofbeginning the preparatory control phase. Include a meetingconducted by the CQC System Manager and attended by thesuperintendent, other CQC personnel (as applicable), and theforeman responsible for the definable feature. Document theresults of the preparatory phase actions by separate minutesprepared by the CQC System Manager and attach to the daily CQCreport. Instruct applicable workers as to the acceptable level ofworkmanship required in order to meet contract Specifications.

3.6.2 Initial Phase

This phase is accomplished at the beginning of a definable feature ofwork. Accomplish the following:

a. Check work to ensure that it is in full compliance with contractrequirements. Review minutes of the preparatory meeting.

b. Verify adequacy of controls to ensure full contract compliance.Verify required control inspection and testing.

c. Establish level of workmanship and verify that it meets minimumacceptable workmanship standards. Compare with required samplepanels as appropriate.

d. Resolve all differences.

e. Check safety to include compliance with and upgrading of thesafety plan and activity hazard analysis. Review the activityanalysis with each worker.

f. The Government must be notified at least 24 hours in advance ofbeginning the initial phase. Prepare separate minutes of thisphase by the CQC System Manager and attach to the daily CQCreport. Indicate the exact location of initial phase for futurereference and comparison with follow-up phases.

g. The initial phase should be repeated for each new crew to workonsite, or any time acceptable specified quality standards are notbeing met.

3.6.3 Follow-up Phase

Perform daily checks to assure control activities, including controltesting, are providing continued compliance with contract requirements,until completion of the particular feature of work. Record the checks inthe CQC documentation. Conduct final follow-up checks and correct alldeficiencies prior to the start of additional features of work which may beaffected by the deficient work. Do not build upon nor concealnon-conforming work.

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3.6.4 Additional Preparatory and Initial Phases

Conduct additional preparatory and initial phases on the same definablefeatures of work if: the quality of on-going work is unacceptable; ifthere are changes in the applicable CQC staff, onsite productionsupervision or work crew; if work on a definable feature is resumed after asubstantial period of inactivity; or if other problems develop.

3.7 TESTS

3.7.1 Testing Procedure

Perform specified or required tests to verify that control measures areadequate to provide a product which conforms to contract requirements.Upon request, furnish to the Government duplicate samples of test specimensfor possible testing by the Government. Testing includes operation and/oracceptance tests when specified. Procure the services of a Corps ofEngineers approved testing laboratory or establish an approved testinglaboratory at the project site. Perform the following activities andrecord and provide the following data:

a. Verify that testing procedures comply with contract requirements.

b. Verify that facilities and testing equipment are available andcomply with testing standards.

c. Check test instrument calibration data against certified standards.

d. Verify that recording forms and test identification control numbersystem, including all of the test documentation requirements, havebeen prepared.

e. Record results of all tests taken, both passing and failing on theCQC report for the date taken. Specification paragraph reference,location where tests were taken, and the sequential control numberidentifying the test. If approved by the Contracting Officer,actual test reports may be submitted later with a reference to thetest number and date taken. Provide an information copy of testsperformed by an offsite or commercial test facility directly tothe Contracting Officer. Failure to submit timely test reports asstated may result in nonpayment for related work performed anddisapproval of the test facility for this contract.

3.7.2 Testing Laboratories

3.7.2.1 Capability Check

The Government reserves the right to check laboratory equipment in theproposed laboratory for compliance with the standards set forth in thecontract Specifications and to check the laboratory technician's testingprocedures and techniques. Laboratories utilized for testing soils,concrete, asphalt, and steel must meet criteria detailed in ASTM D 3740 andASTM E 329.

3.7.2.2 Capability Recheck

If the selected laboratory fails the capability check, the Contractor willbe assessed a charge of $1000.00 to reimburse the Government for each

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succeeding recheck of the laboratory or the checking of a subsequentlyselected laboratory. Such costs will be deducted from the contract amountdue the Contractor.

3.7.3 Onsite Laboratory

The Government reserves the right to utilize the Contractor's controltesting laboratory and equipment to make assurance tests, and to check theContractor's testing procedures, techniques, and test results at noadditional cost to the Government.

3.7.4 Furnishing or Transportation of Samples for Testing

Costs incidental to the transportation of samples or materials will beborne by the Contractor.

3.8 COMPLETION INSPECTION

3.8.1 Punch-Out Inspection

Conduct an inspection of the work by the CQC Manager near the end of thework, or any increment of the work established by a time stated in theSPECIAL CONTRACT REQUIREMENTS Clause, "Commencement, Prosecution, andCompletion of Work", or by the Specifications. Prepare and include in theCQC documentation a punch list of items which do not conform to theapproved Contract Drawings and Specifications, as required by paragraphDOCUMENTATION. Include within the list of deficiencies the estimated dateby which the deficiencies will be corrected. Make a second inspection theCQC System Manager or staff to ascertain that all deficiencies have beencorrected. Once this is accomplished, notify the Government that thefacility is ready for the Government Pre-Final inspection.

3.8.2 Pre-Final Inspection

The Government will perform the pre-final inspection to verify that thefacility is complete and ready to be occupied. A Government Pre-FinalPunch List may be developed as a result of this inspection. Ensure thatall items on this list have been corrected before notifying the Government,so that a Final inspection with the customer can be scheduled. Correct anyitems noted on the Pre-Final inspection in a timely manner. Theseinspections and any deficiency corrections required by this paragraph mustbe accomplished within the time slated for completion of the entire work orany particular increment of the work if the project is divided intoincrements by separate completion dates.

3.8.3 Final Acceptance Inspection

The Contractor's Quality Control Inspection personnel, plus thesuperintendent or other primary management person, and the ContractingOfficer's Representative must be in attendance at the final acceptanceinspection. Additional Government personnel including, but not limited tothose from Base/Post Civil Facility Engineer may also be in attendance.The final acceptance inspection will be formally scheduled by theContracting Officer based upon results of the Pre-Final inspection. Notifythe Contracting Officer at least 14 days prior to the final acceptanceinspection and include the Contractor's assurance that all specific itemspreviously identified to the Contractor as being unacceptable, along withall remaining work performed under the contract, will be complete andacceptable by the date scheduled for the final acceptance inspection.

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Failure of the Contractor to have all contract work acceptably complete forthis inspection will be cause for the Contracting Officer to bill theContractor for the Government's additional inspection cost in accordancewith the contract clause titled "Inspection of Construction".

3.9 DOCUMENTATION

Maintain current records providing factual evidence that required qualitycontrol activities and/or tests have been performed. Include in theserecords the work of subcontractors and suppliers on an acceptable form thatincludes, as a minimum, the following information:

a. Contractor/subcontractor and their area of responsibility.

b. Operating plant/equipment with hours worked, idle, or down forrepair.

c. Work performed each day, giving location, description, and bywhom. When Network Analysis (NAS) is used, identify each phase ofwork performed each day by NAS activity number.

d. Test and/or control activities performed with results andreferences to specifications/drawings requirements. Identify thecontrol phase (Preparatory, Initial, Follow-up). List ofdeficiencies noted, along with corrective action.

e. Quantity of materials received at the site with statement as toacceptability, storage, and reference to specifications/drawingsrequirements.

f. Submittals and deliverables reviewed, with contract reference, bywhom, and action taken.

g. Offsite surveillance activities, including actions taken.

h. Job safety evaluations stating what was checked, results, andinstructions or corrective actions.

i. Instructions given/received and conflicts in plans and/orspecifications.

j. Contractor's verification statement.

Indicate a description of trades working on the project; the number ofpersonnel working; weather conditions encountered; and any delaysencountered. Cover both conforming and deficient features and include astatement that equipment and materials incorporated in the work andworkmanship comply with the contract. Furnish the original and one copy ofthese records in report form to the Government daily within 24 hours afterthe date covered by the report, except that reports need not be submittedfor days on which no work is performed. As a minimum, prepare and submitone report for every 7 days of no work and on the last day of a no workperiod. All calendar days must be accounted for throughout the life of thecontract. The first report following a day of no work will be for that dayonly. Reports must be signed and dated by the CQC System Manager. Includecopies of test reports and copies of reports prepared by all subordinatequality control personnel within the CQC System Manager Report.

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3.10 SAMPLE FORMS

Sample forms are attached as ATTACHMENT B - SAMPLE FORMS of theseSpecifications.

a. Preparatory Phase Checklist.

b. Initial Phase Checklist.

c. Final Phase Checklist.

d. Accident Investigation Report (ENG Form 3394).

e. Transmittal of Shop Drawings, Equipment Data, Material Samples, orManufacturer's Certificates of Compliance (ENG Form 4025-R).

f. Submittal Register (ENG Form 4288-R).

3.11 NOTIFICATION OF NONCOMPLIANCE

The Contracting Officer will notify the Contractor of any detectednoncompliance with the foregoing requirements. Take immediate correctiveaction after receipt of such notice. Such notice, when delivered to theContractor at the work site, will be deemed sufficient for the purpose ofnotification. If the Contractor fails or refuses to comply promptly, theContracting Officer may issue an order stopping all or part of the workuntil satisfactory corrective action has been taken. No part of the timelost due to such stop orders will be made the subject of claim forextension of time or for excess costs or damages by the Contractor.


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SECTION 01 45 00.10 10

QUALITY CONTROL SYSTEM (QCS)

PART 1 GENERAL

1.1 Contract Administration

The Government will use the Resident Management System for Windows (RMS) toassist in its monitoring and administration of this contract. TheContractor must use the Government-furnished Construction Contractor Moduleof RMS, referred to as QCS, to record, maintain, and submit variousinformation throughout the contract period. The Contractor module, usermanuals, updates, and training information can be downloaded from the RMSweb site. This joint Government-Contractor use of RMS and QCS willfacilitate electronic exchange of information and overall management of thecontract. QCS provides the means for the Contractor to input, track, andelectronically share information with the Government in the following areas:

AdministrationFinancesQuality ControlSubmittal MonitoringSchedulingImport/Export of Data

1.1.1 Correspondence and Electronic Communications

For ease and speed of communications, both Government and Contractor will,to the maximum extent feasible, exchange correspondence and other documentsin electronic format. Correspondence, pay requests and other documentscomprising the official contract record will also be provided in paperformat, with signatures and dates where necessary. Paper documents willgovern, in the event of discrepancy with the electronic version.

1.1.2 Other Factors

Particular attention is directed to Contract Clause, "Schedules forConstruction Contracts", Contract Clause, "Payments", Section 01 32 01.00 10PROJECT SCHEDULE, Section 01 33 00 SUBMITTAL PROCEDURES, and Section01 45 00.00 10 QUALITY CONTROL, which have a direct relationship to thereporting to be accomplished through QCS. Also, there is no separatepayment for establishing and maintaining the QCS database; all costsassociated therewith will be included in the contract pricing for the work.

1.2 QCS SOFTWARE

QCS is a Windows-based program that can be run on a stand-alone personalcomputer or on a network. The Government will make available the QCSsoftware to the Contractor after award of the construction contract. Priorto the Pre-Construction Conference, the Contractor will be responsible todownload, install and use the latest version of the QCS software from theGovernment's RMS Internet Website. Upon specific justification and requestby the Contractor, the Government can provide QCS on CD-ROM. Any programupdates of QCS will be made available to the Contractor via the GovernmentRMS Website as they become available.

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1.3 SYSTEM REQUIREMENTS

The following is the minimum system configuration that the Contractor musthave to run QCS:

QCS and QAS System

Hardware

IBM-compatible PC with 1000 MHz Pentium or higher processor

256+ MB RAM for workstation / 512+ MB RAM for server

1 GB hard drive disk space for sole use by the QCS system

Compact Disk (CD) Reader 8x speed or higher

SVGA or higher resolution monitor (1024x768, 256 colors)

Mouse or other pointing device

Windows compatible printer. (Laser printer must have 4 MB+ of RAM)

Connection to the Internet, minimum 56k BPS

Software

MS Windows 2000, XP, Vista or Windows 7

QAS-Word Processing software: MS Word 2000 or newer

Latest version of: Netscape Navigator, Microsoft InternetExplorer, or other browser that supports HTML 4.0 or higher

Electronic mail (E-mail) MAPI compatible

Virus protection software that is regularly upgraded with allissued manufacturer's updates

1.4 RELATED INFORMATION

1.4.1 QCS User Guide

After contract award, download instructions for the installation and use ofQCS from the Government RMS Internet Website. In case of justifiabledifficulties, the Government will provide the Contractor with a CD-ROMcontaining these instructions.

1.4.2 Contractor Quality Control(CQC) Training

The use of QCS will be discussed with the Contractor's QC System Managerduring the mandatory CQC Training class.

1.5 CONTRACT DATABASE

Prior to the pre-construction conference, the Government will provide theContractor with basic contract award data to use for QCS. The Governmentwill provide data updates to the Contractor as needed, generally by usingthe Government's SFTP repository built into QCS import/export function.

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These updates will generally consist of submittal reviews, correspondencestatus, QA comments, and other administrative and QA data.

1.6 DATABASE MAINTENANCE

Establish, maintain, and update data in the QCS database throughout theduration of the contract at the Contractor's site office. Submit dataupdates to the Government (e.g., daily reports, submittals, RFI's, scheduleupdates, payment requests, etc.) using the Government's SFTP repositorybuilt into QCS export function. If permitted by the Contracting Officer,e-mail or CD-ROM may be used instead of E-mail (see Paragraph DATASUBMISSION VIA CD-ROM). The QCS database typically includes current dataon the following items:

1.6.1 Administration

1.6.1.1 Contractor Information

Contain within the database the Contractor's name, address, telephonenumbers, management staff, and other required items. Within 14 calendardays of receipt of QCS software from the Government, deliver Contractoradministrative data in electronic format.

1.6.1.2 Subcontractor Information

Contain within the database the name, trade, address, phone numbers, andother required information for all subcontractors. A subcontractor must belisted separately for each trade to be performed. Assign eachsubcontractor/trade a unique Responsibility Code, provided in QCS. Within14 calendar days of receipt of QCS software from the Government, deliversubcontractor administrative data in electronic format.

1.6.1.3 Correspondence

Identify all Contractor correspondence to the Government with a serialnumber. Prefix correspondence initiated by the Contractor's site officewith "S". Prefix letters initiated by the Contractor's home (main) officewith "H". Letters must be numbered starting from 0001. (e.g., H-0001 orS-0001). The Government's letters to the Contractor will be prefixed with"C".

1.6.1.4 Equipment

Contain within the Contractor's QCS database a current list of equipmentplanned for use or being used on the jobsite, including the most recent andplanned equipment inspection dates.

1.6.1.5 Management Reporting

QCS includes a number of reports that Contractor management can use totrack the status of the project. The value of these reports is reflectiveof the quality of the data input, and is maintained in the various sectionsof QCS. Among these reports are: Progress Payment Request worksheet,QA/QC comments, Submittal Register Status, Three-Phase Inspectionchecklists.

1.6.1.6 Request For Information (RFI)

Exchange all Requests For Information (RFI) using the Built-in RFI

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generator and tracker in QCS.

1.6.2 Finances

1.6.2.1 Pay Activity Data

Include within the QCS database a list of pay activities that theContractor must develop in conjunction with the construction schedule. Thesum of all pay activities must be equal to the total contract amount,including modifications. Group pay activities Contract Line Item Number(CLIN); the sum of the activities must equal the amount of each CLIN. Thetotal of all CLINs equals the Contract Amount.

1.6.2.2 Payment Requests

Prepare all progress payment requests using QCS. Complete the paymentrequest worksheet, prompt payment certification, and payment invoice inQCS. Update the work completed under the contract, measured as percent oras specific quantities, at least monthly. After the update, generate apayment request report using QCS. Submit the payment request, promptpayment certification, and payment invoice with supporting data using theGovernment's SFTP repository built into QCS export function. If permittedby the Contracting Officer, e-mail or a CD-ROM may be used. A signed papercopy of the approved payment request is also required, which will govern inthe event of discrepancy with the electronic version.

1.6.3 Quality Control (QC)

QCS provides a means to track implementation of the 3-phase QC ControlSystem, prepare daily reports, identify and track deficiencies, documentprogress of work, and support other Contractor QC requirements. Maintainthis data on a daily basis. Entered data will automatically output to theQCS generated daily report. Provide the Government a Contractor QualityControl (CQC) Plan within the time required in Section 01 45 00.00 10QUALITY CONTROL. Within seven calendar days of Government acceptance,submit a QCS update reflecting the information contained in the acceptedCQC Plan: schedule, pay activities, features of work, submittal register,QC requirements, and equipment list.

1.6.3.1 Daily Contractor Quality Control (CQC) Reports.

QCS includes the means to produce the Daily CQC Report. The Contractor mayuse other formats to record basic QC data. However, the Daily CQC Reportgenerated by QCS must be the Contractor's official report. Summarize datafrom any supplemental reports by the Contractor and consolidate onto theQCS-generated Daily CQC Report. Submit daily CQC Reports as required bySection 01 45 00.00 10 QUALITY CONTROL. Electronically submit reports tothe Government within 24 hours after the date covered by the report. Alsoprovide the Government a signed, printed copy of the daily CQC report.

1.6.3.2 Deficiency Tracking

Use QCS to track deficiencies. Deficiencies identified by the Contractorwill be numerically tracked using QC punch list items. Maintain a currentlog of its QC punch list items in the QCS database. The Government willlog the deficiencies it has identified using its QA punch list items. TheGovernment's QA punch list items will be included in its export file to theContractor. Regularly update the correction status of both QC and QA punchlist items.

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1.6.3.3 QC Requirements

Develop and maintain a complete list of QC testing and required structuraland life safety special inspections required by the International CodeCouncil (ICC), transferred and installed property, and user trainingrequirements in QCS. Update all data on these QC requirements as workprogresses, and promptly provide this information to the Government via QCS.

1.6.3.4 Three-Phase Control Meetings

Maintain scheduled and actual dates and times of preparatory and initialcontrol meetings in QCS.

1.6.3.5 Labor and Equipment Hours

Log labor and equipment exposure hours on a daily basis. This data will berolled up into a monthly exposure report.

1.6.3.6 Accident/Safety Reporting

The Government will issue safety comments, directions, or guidance wheneversafety deficiencies are observed. The Government's safety comments will beincluded in its export file to the Contractor. Regularly update thecorrection status of the safety comments. In addition, utilize QCS toadvise the Government of any accidents occurring on the jobsite. Thisbrief supplemental entry is not to be considered as a substitute forcompletion of mandatory reports, e.g., ENG Form 3394 and OSHA Form 300.

1.6.3.7 Features of Work

Include a complete list of the features of work in the QCS database. Afeature of work may be associated with multiple pay activities. However,each pay activity (see subparagraph "Pay Activity Data" of paragraph"Finances") will only be linked to a single feature of work.

1.6.3.8 Hazard Analysis

Use QCS to develop a hazard analysis for each feature of work included inthe CQC Plan. Address any hazards, or potential hazards, that may beassociated with the work.

1.6.4 Submittal Management

The Government will provide the initial submittal register in electronicformat. Thereafter, maintain a complete list of all submittals, includingcompletion of all data columns. Dates on which submittals are received andreturned by the Government will be included in its export file to theContractor. Use QCS to track and transmit all submittals. ENG Form 4025,submittal transmittal form, and the submittal register update must beproduced using QCS. QCS and RMS will be used to update, store and exchangesubmittal registers and transmittals, but will not be used for storage ofactual submittals.

1.6.5 Schedule

Develop a construction schedule consisting of pay activities, in accordancewith Section 01 32 01.00 10 PROJECT SCHEDULE. Input and maintain in theQCS database this schedule either manually or by using the Standard Data

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Exchange Format (SDEF) (see Section 01 32 01.00 10 PROJECT SCHEDULE).Include with each pay request the updated schedule.

1.6.6 Import/Export of Data

QCS includes the ability to export Contractor data to the Government and toimport submittal register and other Government-provided data from RMS, andschedule data using SDEF.

1.7 IMPLEMENTATION

Contractor use of QCS as described in the preceding paragraphs ismandatory. Ensure that sufficient resources are available to maintain itsQCS database, and to provide the Government with regular database updates.QCS shall be an integral part of the Contractor's management of qualitycontrol.

1.8 DATA SUBMISSION VIA CD-ROM

The Government-preferred method for Contractor's submission of QCS data isby using the Government's SFTP repository built into QCS export function.Other data should be submitted using E-mail with file attachment(s). Forlocations where this is not feasible, the Contracting Officer may permituse of CD-ROM for data transfer. Export data onto CDs using the QCSbuilt-in export function. If used, submit CD-ROMs in accordance with thefollowing:

1.8.1 File Medium

Submit in English required data on CD-ROM conforming to industry standardsused in the United States.

1.8.2 CD-ROM Labels

Affix a permanent exterior label to each CD-ROM submitted. Indicate on thelabel in English, the QCS file name, full contract number, contract name,project location, data date, name and telephone number of personresponsible for the data.

1.8.3 File Names

The files will be automatically named by the QCS software. The namingconvention established by the QCS software must not be altered.

1.9 MONTHLY COORDINATION MEETING

Update the QCS database each workday. At least monthly, generate andsubmit an export file to the Government with schedule update and progresspayment request. As required in Contract Clause "Payments", at least oneweek prior to submittal, meet with the Government representative to reviewthe planned progress payment data submission for errors and omissions.

Make all required corrections prior to Government acceptance of the exportfile and progress payment request. Payment requests accompanied byincomplete or incorrect data submittals will be returned. The Governmentwill not process progress payments until an acceptable QCS export file isreceived.

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1.10 NOTIFICATION OF NONCOMPLIANCE

The Contracting Officer will notify the Contractor of any detectednoncompliance with the requirements of this Specification. Take immediatecorrective action after receipt of such notice. Such notice, whendelivered to the Contractor at the work site, will be deemed sufficient forthe purpose of notification.




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SECTION 01 50 00

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

PART 1 GENERAL

1.1 SUMMARY

Requirements of this Section apply to, and are a component of, each Sectionof the Specifications.

1.2 REFERENCES


INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

IEEE C2 (2007; TIA 2007-1; TIA 2007-2; TIA 2007-3;TIA 2007-4; TIA 2007-5; Errata 2006-1;Errata 2007-2; Errata 2009-3) NationalElectrical Safety Code

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 (2009) Standard for SafeguardingConstruction, Alteration, and DemolitionOperations

NFPA 70 (2011) National Electrical Code

U.S. FEDERAL AVIATION ADMINISTRATION (FAA)

FAA AC 70/7460-1 (2007; Rev K) Obstruction Marking andLighting

U.S. FEDERAL HIGHWAY ADMINISTRATION (FHWA)

MUTCD (2009) Manual of Uniform Traffic ControlDevices

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;submittals not having a "G" designation are for submittal in accordancewith Section 01 33 00 SUBMITTAL PROCEDURES:


Construction site plan; G

Traffic control plan; G


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1.4 CONSTRUCTION SITE PLAN

Prior to the start of work, submit a site plan showing the locations anddimensions of temporary facilities (including layouts and details,equipment and material storage area (onsite and offsite), and access andhaul routes and avenues of ingress/egress to the work area. Show locationsof safety and construction fences, site trailers, construction entrances,trash dumpsters, temporary sanitary facilities, and worker parking areas.Identify any areas which may have to be graveled to prevent the tracking ofmud. Indicate if the use of a supplemental or other staging area isdesired. Any requests to stage facilities or material outside the Limit ofDisturbance shall be illustrated on the Construction Site Plan andsubmitted fourteen (14) calendar days prior to start of work for review andapproval by the Contracting Officer.

PART 2 PRODUCTS

2.1 TEMPORARY SIGNAGE

2.1.1 Bulletin Board

Immediately upon beginning of work, Contractor shall provide a weatherproofglass-covered bulletin board not less than 36 by 48 inches in size fordisplaying the Equal Employment Opportunity poster, a copy of the wagedecision contained in the Contract, Wage Rate Information poster, and otherinformation approved by the Contracting Officer. Locate the bulletin boardat the project site in a conspicuous place easily accessible to allemployees, as approved by the Contracting Officer.

2.1.2 Project and Safety Signs

The requirements for the signs, their content, and location are asspecified in Section 01 11 00 SUMMARY OF WORK and approved by theContracting Officer. Erect signs within fifteen (15) days after receipt ofthe notice to proceed. Correct the data required by the safety sign daily,with light colored metallic or non-metallic numerals.

2.2 TEMPORARY TRAFFIC CONTROL

2.2.1 Haul Roads

At Contractor's expense, construct access and haul roads necessary forproper prosecution of the work under this Contract. Roads shall beconstructed with suitable grades and widths; sharp curves, blind corners,and dangerous cross traffic are be avoided. Provide necessary lighting,signs, barricades, and distinctive markings for the safe movement oftraffic. Dust control must be adequate to ensure safe operation at alltimes. Location, grade, width, and alignment of construction and haulingroads are subject to approval by the Contracting Officer. Lighting must beadequate to assure full and clear visibility for full width of haul roadand work areas during any night work operations. Dust control monitoringrequirements during excavation, contaminated material handling, and in-situstabilization are identified in SECTION 01 35 29.13 HEALTH, SAFETY, ANDEMERGENCY RESPONSE PROCEDURES FOR CONTAMINATED SITES.

2.2.2 Barricades

Erect and maintain temporary barricades to limit public access to hazardousareas. Whenever safe public access to paved areas such as roads, parking


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areas or sidewalks is prevented by construction activities or as otherwisenecessary to ensure the safety of both pedestrian and vehicular trafficbarricades will be required. Securely place barricades clearly visiblewith adequate illumination to provide sufficient visual warning of thehazard during both day and night.

PART 3 EXECUTION

3.1 EMPLOYEE PARKING

Contractor employees shall park privately owned vehicles in the Phase 1BParking Area as shown on the Contract Drawings.

3.2 ONSITE INFORMATION

Keep copy of Contract Drawings, Specifications, and other Contractdocuments at Contractor's office on-site, available for use at all times.

3.3 AVAILABILITY AND USE OF UTILITY SERVICES

Install temporary facilities and utilities in accordance with IEEE C2, EM385-1-1, and NFPA 70. Obtain necessary construction, building, zoning, orsoil erosion and sediment control approvals required by local authoritiesand utility companies. Equip trailer(s) with wind tie downs in accordancewith local building code requirements.

3.3.1 Temporary Utilities

Provide temporary utilities required for construction. Install, connect andmodify temporary lines as coordinated with owning utility. Conform torequirements in accordance with IEEE C2 and NFPA 70 for Temporary ElectricLines. Remove temporary line at completion of project. Materials may benew or used, must be adequate for the required usage, not create unsafeconditions, and not violate applicable codes and standards. Pay all costsincurred in connecting, converting, and transferring the utilities to thework. Make connections, including providing transformers and makingdisconnections.

3.3.2 Lighting

Electric light, non-glare type luminaries to provide a minimumillumination, level of 30-foot candles at desk height level. Comply withtemporary lighting, wiring and Ground Fault Circuit Interrupter (GFCI)requirements found in EM 385-1-1.

3.3.3 Heating and Cooling

Adequate equipment to maintain internal ambient air temperature of 75degrees F in 100 degrees F and 70 degrees F in 20 degrees F. Equiptrailer(s) with smoke alarms. If bottled gas is used to heat, equiptrailer(s) with carbon monoxide alarms.

3.3.4 Electric Power

Provide electrical service and transformers sufficient to operateheating/air conditioning units. Electrical power shall be purchaseddirectly by Contractor.


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3.3.5 Water

Provide bulk potable water storage tanks for hand washing and drinking.

3.3.6 Sanitation

Provide and maintain within the construction area minimum field-typesanitary facilities in accordance with Section 01 11 00 Paragraph 1.14.Maintain these conveniences at all times without nuisance. Includeprovisions for pest control and elimination of odors. Government toiletfacilities will not be available to Contractor's personnel.

3.3.7 Telephone and Internet

Contractor shall make arrangements and pay all costs for telephone and highspeed internet facilities required.

3.3.8 Fire Protection

Contractor shall provide temporary fire protection equipment for theprotection of personnel and property during construction. Remove debrisand flammable materials weekly to minimize potential hazards.

3.3.9 Temporary Wiring

Contractor shall provide temporary wiring in accordance with NFPA 241 andNFPA 70, Article 305-6(b), Assured Equipment Grounding Conductor Program,including frequent inspection of all equipment and apparatus.

3.4 TRAFFIC PROVISIONS

If the Contractor's operations will impact traffic flow on public roads,the Contractor shall prepare and submit for approval to the ContractingOfficer a Traffic Control Plan (TCP). Contractor shall provide all labor,materials, and equipment necessary to maintain vehicular and pedestriantraffic on public roadways throughout the project duration. Signs, light,barricades, and manpower shall be provided wherever necessary to protectthe traveling public from hazardous conditions in accordance with local,county, and state transportation and OSHA requirements. All trafficcontrol devices used on project construction, maintenance, utility, orincident management (temporary traffic control) operations shall conform tothe applicable specifications of MUTCD and VDOT.

3.4.1 Maintenance of Traffic

a. Conduct operations in a manner that will not close any thoroughfare orinterfere in any way with traffic on railways or roadways except withwritten permission of the Contracting Officer at least fifteen (15)calendar days prior to the proposed modification date. All TrafficControl Plans shall be in accordance with State and local regulationsand the MUTCD, Part VI. Contractor may move oversized and slow-movingvehicles to the worksite provided requirements of the highway authorityhave been met.

b. Conduct work so as to minimize obstruction of traffic, and maintaintraffic on at least half of the roadway width at all times. Obtainapproval from the Contracting Officer prior to starting any activitythat will obstruct traffic.


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c. Provide, erect, and maintain, at Contractors expense, lights, barriers,signals, passageways, detours, and other items, that may be required bythe Life Safety Signage, overhead protection authority havingjurisdiction.

3.4.2 Protection of Traffic

Maintain and protect traffic on all affected roads during the constructionperiod except as otherwise specifically directed by the ContractingOfficer. Measures for the protection and diversion of traffic, includingthe provision of watchmen and flagmen, erection of barricades, placing oflights around and in front of equipment the work, and the erection andmaintenance of adequate warning, danger, and direction signs, will be asrequired by the State and local authorities having jurisdiction. Protectthe traveling public from damage to person and property. Minimize theinterference with public traffic on roads selected for hauling material toand from the site. Investigate the adequacy of existing roads and theirallowable load limit. Contractor is responsible for the repair of anydamage to roads caused by construction operations.

3.4.3 Restrictions


The Contractor shall ensure that Portsmouth Public School District (PPSD)bus operations are not affected during implementation of the Work. The busschedule provided by PPSD personnel is the following:

A.M. buses depart from Burtons Point Road from 6:15 am to 6:45 am

A.M. buses return to Burtons Point Road from 9:00 am to 9:30 am

P.M. buses depart from Burtons Point Road from 1:00 pm to 1:30 pm

P.M. buses return to Burtons Point Road from 4:00 pm to 4:45 pm

The Contractor shall perform Work such that buses are not delayed whiletraveling along Elm Avenue and Burton's Point Road during the timeframesspecified above. Buses shall always be given right-of-way.

3.4.4 Dust Control

Dust control methods and procedures must be approved by the ContractingOfficer. Treat dust abatement on access roads with applications of calciumchloride, water sprinklers, or similar methods or treatment.

3.5 CONTRACTOR'S TEMPORARY FACILITIES

3.5.1 Safety

Protect the integrity of any installed safety systems or personnel safetydevices. If entrance into systems serving safety devices is required, theContractor must obtain prior approval from the Contracting Officer. If itis temporarily necessary to remove or disable personnel safety devices inorder to accomplish Contract requirements, provide alternative means ofprotection prior to removing or disabling any permanently installed safetydevices or equipment and obtain approval from the Contracting Officer.


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3.5.2 Administrative Field Offices

Provide and maintain on-site field office of sufficient size and staffcapability to manage project activities. Provide communications andcomputer capabilities to manage the work, including implementing QCS,facsimile, electronic mail, reproduction, to track schedule and cost.Contractor's field office should include a conference area with table andchairs to accommodate a minimum of eight people. Provide handicap accesswith an ADA compliant ramp and gravel parking spot marked with a handicapparking sign. Administrative field office facilities shall be locatedwithin the designated onsite construction staging area. Government officeand warehouse facilities will not be available to the Contractor'spersonnel.

3.5.3 Trailers or Storage Buildings

Trailers or storage buildings will be permitted, where space is available,subject to the approval of the Contracting Officer. The trailers orbuildings shall be in good condition, free from visible damage rust anddeterioration, and meet all applicable safety requirements. Trailers shallbe roadworthy and comply with all appropriate state and local vehiclerequirements. Failure to maintain storage trailers or buildings to thesestandards shall result in the removal of non-complying units at theContractor's expense. Trailers shall be anchored to resist high winds andmust meet applicable state or local standards for anchoring mobile trailers.

3.5.4 Appearance of Trailers

Trailers utilized by the Contractor for administrative or material storagepurposes must present a clean and neat exterior appearance and be in astate of good repair. Trailers which, in the opinion of the ContractingOfficer, require exterior painting or maintenance will not be allowed onthe project property.

3.5.5 Maintenance of Storage Area

Grassed or unpaved areas, which are not established roadways, will becovered with a layer of gravel as necessary to prevent rutting and thetracking of mud onto paved or established roadways, should the Contractorelect to traverse them with construction equipment or other vehicles;gravel gradation will be at the Contractor's discretion.

3.5.6 Security Provisions

Provide adequate outside security lighting at the Contractor's temporaryfacilities. The Contractor will be responsible for the security of its ownequipment and facilities; in addition, the Contractor will notify theappropriate law enforcement agency requesting periodic security checks ofthe temporary project field office.

3.5.7 Waste Storage

Provide dumpsters or suitable debris containers. Prevent wind-blown trash;cover as needed. Dispose of offsite when needed. Refer to Section01 57 20.00 10 ENVIRONMENTAL PROTECTION.

3.5.8 Fuel Storage and Fueling Operations

Refer to Section 01 57 20.00 10 ENVIRONMENTAL PROTECTION. Fueling at night


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will not be permitted.

3.6 GOVERNMENT FIELD OFFICE

3.6.1 Resident Engineer's Office

Provide the Government Resident Engineer with an office, approximately 600square feet in floor area, located where directed and providing space heat,electric light and power, telephone service (two [2] dedicated lines), highspeed internet service (dedicated line), and toilet facilities consistingof one lavatory and one water closet complete with connections to water andsewer mains or acceptable system. Include a 4 by 8 foot plan table, two(2) computer work spaces, two (2) standard size office desks and chairs,and telephones. At completion of the project, the office will remain theproperty of the Contractor and be removed from the site. Utilities will beconnected and disconnected in accordance with local codes and to thesatisfaction of the Contracting Officer.

3.6.2 Trailer-Type Mobile Office

The Contractor may, at its option, furnish and maintain a trailer-typemobile office acceptable to the Contracting Officer and providing as aminimum the facilities specified above. Securely anchor the trailer to theground at all four corners to guard against movement during high winds.

3.7 CLEANUP

Remove construction debris, waste materials, packaging material and thelike from the work site daily. Any dirt or mud which is tracked onto pavedor surfaced roadways must be cleaned away. Store within the storage areaany materials resulting from demolition activities which are salvageable.Neatly stack stored materials not in trailers, whether new or salvaged.Cleanup shall be in as specified in 01 77 00 CLOSEOUT PROCEDURES.

3.8 RESTORATION OF STORAGE AREA

Upon completion of the project remove the bulletin board, signs,barricades, haul roads, and any other temporary products from the site.Restore to the original or better condition, areas used by the Contractorfor the storage of equipment or material, or other use. Gravel used asaccess roads are to be left on-site.



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SECTION 01 57 20.00 10

ENVIRONMENTAL PROTECTION

PART 1 GENERAL

1.1 REFERENCES



ASTM D 4439 (2004) Geosynthetics

ASTM D 4491 (1999a; R 2009) Water Permeability ofGeotextiles by Permittivity

ASTM D 4533 (2004; R 2009) Trapezoid Tearing Strengthof Geotextiles

ASTM D 4632 (2008) Grab Breaking Load and Elongationof Geotextiles

ASTM D 4751 (2004) Determining Apparent Opening Sizeof a Geotextile

ASTM D 4873 (2002; R 2009) Identification, Storage,and Handling of Geosynthetic Rolls andSamples

ASTM C 602 (2007) Agricultural Liming Materials

ASTM D 4427 (2007) Peat Samples by Laboratory Testing

ASTM D 4972 (2001; R 2007) pH of Soils



Wetlands Delineation Manual (1987) Corps of Engineers WetlandsDelineation Manual

U.S. DEPARTMENT OF AGRICULTURE (USDA)

DOA SSIR 42 (1996) Soil Survey Investigation ReportNo. 42, Soil Survey Laboratory MethodsManual, Version 3.0


VAD990710410 (2007) Record of Decision, Operable Units

SECTION 01 57 20.00 10 Page 1

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1, 2, and 3, Atlantic Wood Industries,Inc. Superfund Site, Portsmouth, Virginia

Agricultural Marketing Service (1940; R 1988; R 1998) Federal Seed Act

DOA SSIR 42 (1996) Soil Survey Investigation ReportNo. 42, Soil Survey Laboratory MethodsManual, Version 3.0

EPA 832-R-92-005 (1992) Storm Water Management forConstruction Activities DevelopingPollution Preventions and Plans and BestManagement Practices


33 CFR 328 Definitions of Waters of the United States

40 CFR 260 Hazardous Waste Management System: General

40 CFR 261 Identification and Listing of HazardousWaste

40 CFR 262 Standards Applicable to Generators ofHazardous Waste

40 CFR 279 Standards for the Management of Used Oil

40 CFR 302 Designation, Reportable Quantities, andNotification

40 CFR 355 Emergency Planning and Notification

40 CFR 68 Chemical Accident Prevention Provisions

49 CFR 171 - 178 Hazardous Materials Regulations

CHESAPEAKE BAY CRITICAL AREA COMMISSION

PANAMERICAN CONSULTANTS, INC.

December 2009 AN ARCHAEOLOGICAL AND HISTORICAL SURVEY OFA PORTION OF BURTON'S POINT, PORTSMOUTH,VIRGINIA

January 2010 SUBMERGED CULTURAL RESOURCESDIVER INVESTIGATIONS OF THEATLANTIC WOOD INDUSTRIES SUPERFUND SITE,PORTSMOUTH COUNTY, VIRGINIA

October 2010 AN ARCHAEOLOGICAL INVESTIGATIONOF TWO POTENTIALLY HISTORIC VESSELS AT THEATLANTIC WOOD INDUSTRIES, INC., SUPERFUNDSITE PORTSMOUTH COUNTY, VIRGINIA

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1.2 DEFINITIONS

1.2.1 Environmental Pollution and Damage

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

1.2.2 Environmental Protection

Environmental protection is the prevention/control of pollution and habitatdisruption that may occur to the environment during construction. Thecontrol of environmental pollution and damage requires consideration ofland, water, and air; biological and cultural resources; and includesmanagement of visual aesthetics; noise; solid, chemical, gaseous, andliquid waste; radiant energy and radioactive material as well as otherpollutants.

1.2.3 Contractor Generated Hazardous Waste

Contractor generated hazardous waste means materials that, if abandoned ordisposed of, may meet the definition of a hazardous waste. These wastestreams would typically consist of material brought on site by theContractor to execute work, but are not fully consumed during the course ofconstruction. Examples include, but are not limited to, excess paintthinners (i.e., methyl ethyl ketone, toluene, etc.), waste thinners, excesspaints, excess solvents, waste solvents, waste gasoline and waste oil.Contractor generated hazardous waste does not include excavatedcontaminated material, personal protective equipment (PPE) or granularactivated carbon (GAC).

1.2.4 Land Application for Discharge Water

The term "Land Application" for discharge water implies that the Contractormust discharge water at a rate which allows the water to percolate into thesoil. No sheeting action, soil erosion, discharge into storm sewers,discharge into defined drainage areas, or discharge into the "waters of theUnited States" must occur. Each Land Application activity can only occurif approved by Contracting Officer.

1.2.5 Pesticide

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

1.2.6 Pests

The term "pests" means arthropods, birds, rodents, nematodes, fungi,bacteria, viruses, algae, snails, marine borers, snakes, weeds and otherorganisms (except for human or animal disease-causing organisms) thatadversely affect the well-being of personnel and animals; attack or damagereal property, supplies, equipment, or vegetation; or are otherwiseundesirable.

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1.2.7 Surface Discharge

The term "Surface Discharge" implies that the water is discharged withpossible sheeting action and subsequent soil erosion may occur. Watersthat are surface discharged may terminate in drainage ditches, stormsewers, creeks, and/or "waters of the United States" and would require apermit to discharge water from the governing agency.

1.2.8 Waters of the United States

All waters which are under the jurisdiction of the Clean Water Act, asdefined in 33 CFR 328 Resource Management and Resource Protection Areas areshown on the Contract Drawings. Resource Protection Areas include all tidalwaters; tidal wetlands; non-tidal wetlands connected by surface flow andcontiguous to tidal wetlands or water bodies with perennial flow;shorelines; and a 100-foot vegetated buffer around each such feature andaround all water bodies with perennial flow.

1.2.9 Wetlands

Those areas that are inundated or saturated by surface or ground water at afrequency and duration sufficient to support, and that under normalcircumstances do support, a prevalence of vegetation typically adapted forlife in saturated soil conditions. Wetlands generally include swamps,marshes, and bogs. Official determination of whether or not an area isclassified as a wetland must be done in accordance withWETLANDS DELINEATION MANUAL. Wetlands have been delineated for the projectand are shown on the Contract Drawings. None have been delineated withinthe Limit of Disturbance.

1.3 SYSTEM DESCRIPTION


All erosion and sediment control work shall comply with applicablerequirements of governing authorities having jurisdiction. TheSpecifications and Contract Drawings are not comprehensive, but ratherconvey the intent to provide complete erosion and sediment control for bothContracting Officer and adjacent property.

The Contractor shall provide and/or maintain the necessary straw bales,silt fence, and/or other temporary erosion and sediment control measures tocontain all his/her work activities, and as directed by the ContractingOfficer.

Erosion and sediment control measures shall be established at the beginningof construction and maintained during the entire period of construction.On-site areas that are subject to severe erosion, and off-site areas thatare especially vulnerable to damage from erosion and/or sedimentation,shall be identified and receive special attention.

All land-disturbing activities shall be planned and conducted to minimizethe size of the area to be exposed at any one time and the length of thetime of exposure. Surface water runoff originating upgrade of exposedareas shall be controlled to reduce erosion and sediment loss during theperiod of exposure.

All land disturbing activities shall be planned and conducted so as tominimize off-site sedimentation damage.

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The controls and measures required of the Contractor are described below.

1.3.1.1 Stabilization Practices

The stabilization practices to be implemented include geotextiles, erosioncontrol mats, protection of trees, preservation of mature vegetation, etc.On the daily CQC Report, record the dates when the major grading activitiesoccur, (e.g., clearing and grubbing, excavation, embankment, and grading);when construction activities temporarily or permanently cease on a portionof the site; and when stabilization practices are initiated. Except asprovided in paragraphs UNSUITABLE CONDITIONS and NO ACTIVITY FOR LESS THAN21 DAYS, initiate stabilization practices as soon as practicable, but nomore than 14 days, in any portion of the site where construction activitieshave permanently ceased

1.3.1.2 Unsuitable Conditions

Where the initiation of stabilization measures by the fourteenth day afterconstruction activity permanently ceases or is precluded by unsuitableconditions caused by the weather, initiate stabilization practices as soonas practicable after conditions become suitable.

1.3.1.3 No Activity for Less Than 21 Days

When the total time period in which construction activity is temporarilyceased on a portion of the site is 21 days minimum, stabilization practicesmust be initiated on that portion of the site within 14 days afterconstruction activity temporarily ceased.

1.3.1.4 Burnoff

Burnoff of the ground cover is not permitted.

1.3.1.5 Protection of Erodible Soils

Immediately finish the earthwork brought to a final grade, as indicated orspecified, and protect the side slopes and back slopes upon completion ofrough grading. Plan and conduct earthwork to minimize the duration ofexposure of unprotected soils.

1.3.2 Structural Practices

Implement structural practices to divert flows from exposed soils,temporarily store flows, or otherwise limit runoff and the discharge ofpollutants from exposed areas of the site. Implement structural practicesin a timely manner, during the construction process, to minimize erosionand sediment runoff.

1.3.2.1 Silt Fences

Provide silt fences as a temporary structural practice to minimize erosionand sediment runoff. Properly install silt fences to effectively retainsediment immediately after completing each phase of work where erosionwould occur in the form of sheet and rill erosion (e.g. clearing andgrubbing, excavation, embankment, and grading). Install silt fences in thelocations indicated on the drawings. Obtain approval from the ContractingOfficer prior to final removal of silt fence barriers. If groundconditions prevent the use of silt fencing, hay bales may be substituted

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only after the Contractor receives approval from the Contracting Officer.

1.3.2.2 Vegetation and Mulch

a. Provide temporary protection on sides and back slopes as soon asrough grading is completed or sufficient soil is exposed to requireerosion protection. Protect slopes by accelerated growth of permanentvegetation, temporary vegetation, mulching, or netting. Stabilizeslopes by hydroseeding, anchoring mulch in place, covering withanchored netting, sodding, or such combination of these and othermethods necessary for effective erosion control, as shown on ContractDrawings

b. Seeding: Provide new seeding where ground is disturbed. Includetopsoil or nutriment during the seeding operation necessary toestablish a suitable stand of grass, as shown on Contract Drawings.


Minimize environmental pollution and damage that may occur as the result ofconstruction operations. The environmental resources within the projectboundaries and those affected outside the limits of permanent work must beprotected during the entire duration of this Contract. Comply with thesubstantive, but not administrative, requirements of all applicable orrelevant and appropriate requirements. Any delays resulting from failureto comply with environmental laws and regulations will be the Contractor'sresponsibility.

Measures to protect nearby AWI workers and property and offsite receptorsand property will be identified by the Contractor in the APP/SSHP, asspecified in Section 01 35 29.13 HEALTH, SAFETY, AND EMERGENCY RESPONSEPROCEDURES FOR CONTAMINATED SITES, and the PPSD Personnel and PropertyProtection Plan (PPPP), as specified in Section 02 55 00SOLIDIFICATION/STABILIZATION (S/S) OF CONTAMINATED MATERIAL.

1.5 SUBCONTRACTORS

Ensure compliance with this Section by subcontractors.

1.6 PAYMENT

No separate payment will be made for work covered under this Section.Payment of fees associated with environmental issues, applications, and/ornotices obtained by the Contractor, and payment of all fines/fees forviolation or non-compliance with Federal, State, Regional and local lawsand regulations are the Contractor's responsibility. All costs associatedwith this Section must be included in the Contract lump sum or unit priceitems.

1.7 SUBMITTALS



Environmental Protection Plan; G

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SD-03 Product Data

Wood cellulose fiber mulch

Fertilizer

Include physical characteristics, and recommendations.

Erosion Control Materials

SD-06 Test Reports

Erosion and Sediment Controls

SD-07 Certificates

Mill Certificate or Affidavit

State certification and approval for seed

Certificate attesting that the Contractor has met all specifiedrequirements.

SD-08 Manufacturer's Instructions

Erosion Control Materials

1.8 ENVIRONMENTAL PROTECTION PLAN

Prior to commencing construction activities or delivery of materials to thesite, submit an Environmental Protection Plan for review and approval bythe Contracting Officer. The purpose of the Environmental Protection Planis to present a comprehensive overview of known or potential environmentalissues which the Contractor must address during construction. Issues ofconcern must be defined within the Environmental Protection Plan asoutlined in this Section. Address each topic at a level of detailcommensurate with the environmental issue and required constructiontask(s). Topics or issues which are not identified in this Section, butare considered necessary, must be identified and discussed after thoseitems formally identified in this Section. Prior to submittal of theEnvironmental Protection Plan, meet with the Contracting Officer for thepurpose of discussing the implementation of the initial EnvironmentalProtection Plan; possible subsequent additions and revisions to the planincluding any reporting requirements; and methods for administration of theContractor's Environmental Plans. The Environmental Protection Plan mustbe current and maintained onsite by the Contractor.

1.8.1 Compliance

No requirement in this Section will relieve the Contractor of anyapplicable Federal, State, and local environmental protection laws andregulations. During Construction, the Contractor will be responsible foridentifying, implementing, and submitting for approval any additionalrequirements to be included in the Environmental Protection Plan.

1.8.2 Contents

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

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following:

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

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

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

d. Description of the Contractor's environmental protection personneltraining program.

e. An erosion and sediment control plan which identifies the type andlocation of the erosion and sediment controls to be provided. The planmust include monitoring requirements to assure that the controlmeasures are in compliance with the erosion and sediment control plan,Federal, State, and local laws and regulations. Reporting will includedocumenting monitoring results in the Contractor's daily report.

f. A Storm Water Pollution Prevention Plan (SWPPP) shall be prepared forthe project by the Contractor in accordance with the substantive, butnot administrative, requirements of 9 VAC 25-690. The SWPPP will meetthe requirements of the Commonwealth of Virginia general permit forstorm water discharges from construction activities. Submit the SWPPPto the Contracting Officer for review, approval and signature a minimumof 15 days prior to the start of any land disturbing activities.Maintain an approved copy of the SWPPP at the construction on-siteoffice, and continually update as regulations require, to reflectcurrent site conditions. Information on the SWPPP requirements,Registration Statement, BMP Inspection Reports, and Notice ofTermination can be found in the Commonwealth of Virginia PermitRegulation 9 VAC 25-180 available on the DCR websitehttp://www.dcr.state.va.us/sw/vsmp.htm. This website also contains thepermit regulations and information on how to obtain coverage online.Once construction is complete and the site has been stabilized with afinal, sustainable cover, submit the Notice of Termination to DCRwithin 30 days after all land disturbing activities end.

g. Drawings showing locations of proposed temporary excavations orembankments for haul roads, material storage areas, structures,sanitary facilities, Stockpile 'A' for Contaminated Material, Phase 1BContractor Staging Area, and methods to control runoff and to containmaterials on the site.

h. Traffic control plans including measures to reduce erosion of temporaryroadbeds by construction traffic, especially during wet weather. Planshall include measures to minimize the amount of mud transported ontopaved public roads by vehicles or runoff.

i. Work area plan showing the proposed activity in each portion of thearea and identifying the areas of limited use or nonuse. Plan shouldinclude measures for marking the limits of use areas including methodsfor protection of features to be preserved within authorized work areas.

j. Include in the Spill Control plan the procedures, instructions, andreports to be used in the event of an unforeseen spill of a substanceregulated by 40 CFR 68, 40 CFR 302, 40 CFR 355, and/or regulated under

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State or Local laws and regulations. The Spill Control Plansupplements the requirements of EM 385-1-1 . Include in this plan, asa minimum:

(1) The name of the individual who will report any spills orhazardous substance releases and who will follow up with completedocumentation. This individual will immediately notify theContracting Officer in addition to the legally required Federal,State, and local reporting channels (including the NationalResponse Center 1-800-424-8802) if a reportable quantity isreleased to the environment. Include in the plan a list of therequired reporting channels and telephone numbers.

(2) The name and qualifications of the individual who will beresponsible for implementing and supervising the containment andcleanup.

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

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

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

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

k. An air pollution control plan detailing provisions to assure that dust,debris, materials, trash, etc., do not become air borne and travel offthe project site.

l. A contaminant prevention plan that: identifies potentially hazardoussubstances to be used on the job site; identifies the intended actionsto prevent introduction of such materials into the air, water, orground; and details provisions for compliance with Federal, State, andlocal laws and regulations for storage and handling of thesematerials. In accordance with EM 385-1-1, a copy of the MaterialSafety Data Sheets (MSDS) and the maximum quantity of each hazardousmaterial to be onsite at any given time must be included in thecontaminant prevention plan. Update the plan as new hazardousmaterials are brought onsite or removed from the site.

1.9 ENVIRONMENTAL ASSESSMENT OF CONTRACT DEVIATIONS

Any deviations from the Contract Drawings, plans and Specifications,requested by the Contractor and which may have an environmental impact,will be subject to approval by the Contracting Officer and may require anextended review, processing, and approval time. The Contracting Officerreserves the right to disapprove alternate methods, even if they are morecost effective, if the Contracting Officer determines that the proposedalternate method will have an adverse environmental impact.

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1.10 NOTIFICATION

The Contracting Officer will notify the Contractor in writing of anyobserved noncompliance with Federal, State or local environmental laws orregulations, and other elements of the Contractor's EnvironmentalProtection plan. After receipt of such notice, the Contractor will informthe Contracting Officer of the proposed corrective action and take suchaction when approved by the Contracting Officer. The Contracting Officermay issue an order stopping all or part of the work until satisfactorycorrective action has been taken. No time extensions will be granted orequitable adjustments allowed for any such suspensions. This is inaddition to any other actions the Contracting Officer may take under theContract, or in accordance with the Federal Acquisition Regulation orFederal Law.

PART 2 PRODUCTS

All erosion and sediment control materials shall conform to therequirements of the Virginia Erosion and Sediment Control Handbook andVirginia Regulations 4VAC50-30, Erosion and Sediment Control Regulations.

2.1 COMPONENTS FOR SILT FENCES

2.1.1 Filter Fabric

See Contract Drawings for filter fabric specifications.

2.1.2 Topsoil

Contractor shall provide topsoil on all restored surfaces as indicated onthe Contract Drawings. Topsoil shall be obtained from offsite sources andshall conform to requirements specified in paragraph entitled"Composition."

2.1.2.1 Composition

Imported topsoil shall contain between 5 to 10 percent organic matter asdetermined by the topsoil composition tests of the Organic Carbon, 6A,Chemical Analysis Method described in DOA SSIR 42. Maximum particle size,3/4 inch, with maximum 3 percent retained on 1/4 inch screen. The pH shallbe tested in accordance with ASTM D 4972. Topsoil shall be free of sticks,stones, roots, and other debris and objectionable materials. Othercomponents shall conform to the following limits:

Silt 25-50 percentClay 4 to 12 percentSand 20-35 percentpH 6.0 to 7.5Soluble Salts 600 ppm maximum

2.1.3 Fertilizer

2.1.3.1 Granular Fertilizer

Synthetic, granular controlled release fertilizer containing the followingminimum percentages, by weight, of plant food nutrients:

10 percent available nitrogen20 percent available phosphorus

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10 percent available potassium

2.1.3.2 Hydroseeding Fertilizer

Controlled release fertilizer, to use with hydroseeding and composed ofpills coated with plastic resin to provide a continuous release ofnutrients for at least 6 months and containing the following minimumpercentages, by weight, of plant food nutrients.

10 percent available nitrogen20 percent available phosphorus10 percent available potassium

2.1.4 Seed

See Contract Drawings for seeding specifications.

2.2 MULCH

Mulch shall be free from noxious weeds, mold, and other deleteriousmaterials.

2.2.1 Straw

Stalks from oats, wheat, rye, barley, or rice. Furnish in air-drycondition and of proper consistency for placing with commercial mulchblowing equipment. Straw shall contain no fertile seed.

2.2.2 Hay

Air-dry condition and of proper consistency for placing with commercialmulch blowing equipment. Hay shall be sterile, containing no fertile seed.

2.2.3 Wood Cellulose Fiber Mulch

Use recovered materials of either paper-based (100 percent) or wood-based(100 percent) hydraulic mulch. Processed to contain no growth orgermination-inhibiting factors and dyed an appropriate color to facilitatevisual metering of materials application. Composition on air-dry weightbasis: 9 to 15 percent moisture, pH range from 5.5 to 8.2. Use withhydraulic application of grass seed and fertilizer.

2.3 WATER

Source of water shall be approved by the Contracting Officer and ofsuitable quality for irrigation, containing no elements toxic to plant life.

PART 3 EXECUTION

3.1 ENVIRONMENTAL PERMITS AND COMMITMENTS

No environmental permits are required for this work. Contractor mustnotify Contracting Officer a minimum of seven (7) calendar days inadvance of beginning any work that would typically require a permit.Contractor shall meet the substantive, but not administrative, requirementsof applicable or relevant and appropriate environmental Federal and Statelaws and regulations described in the 2007 Record of Decision(VAD990710410), as listed below:

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Virginia Water Protection Permit Regulation

Virginia Water Protection General Permit for Impacts FromDevelopment Activities Regulation

Continuation of the Virginia Coastal Zone Management Act

Coastal Zone Management Act of 1972; Coastal Zone ActReauthorization Amendments of 1990

Protection of Floodplains

VPDES General Permit Regulation for Discharges of Stormwater FromConstruction Activities

Virginia Chesapeake Bay Preservation Area Designation andManagement Regulations

Virginia Erosion and Sediment Control Regulations

City of Portsmouth Erosion and Sediment Control Ordinance

City of Portsmouth Stormwater Management Ordinance

Virginia Ambient Air Quality Standards

Standard for Fugitive Dust/Emissions

Hazardous Waste Management Regulations

Identification of Hazardous Waste

Standards Applicable to Generators of Hazardous Waste

Standards for Owners and Operators of Hazardous Waste Treatment,Storage, and Disposal Facilities

Endangered Species Definitions and Miscellaneous: In General

Endangered Plant and Insect Species Act

Rules and Regulations for the Enforcement of the Endangered Plantand Insect Species Act

The Archaeological and Historical Preservation act of 1974

3.2 LAND RESOURCES

Confine all activities to areas defined by the Contract Drawings andSpecifications. Identify any land resources to be preserved within thework area prior to the beginning of any construction. Do not remove, cut,deface, injure, or destroy land resources including trees, shrubs, vines,grasses, topsoil, and land forms without approval, except in areasindicated on the Drawings or specified to be cleared. Ropes, cables, orguys will not be fastened to or attached to any trees for anchorage unlessspecifically authorized. Provide effective protection for land andvegetation resources at all times, as defined in the followingsubparagraphs. Remove stone, soil, or other materials displaced intouncleared areas.

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3.2.1 Work Area Limits

Mark the areas that need not be disturbed under this Contract prior tocommencing construction activities. Mark or fence isolated areas withinthe general work area which are not to be disturbed (particularlygroundwater monitoring wells). Protect monuments and markers beforeconstruction operations commence. The Contractor's personnel must beknowledgeable of the purpose for marking and/or protecting particularobjects.

3.2.2 Extent of Work

Contractor shall prepare soil (including soil conditioners as required),fertilize, seed, and restore surface of all newly graded finished earthsurfaces, unless indicated otherwise, and all areas inside or outside thelimits of construction that are disturbed by the Contractor's operations.Temporary seeding shall be used under ther berm footprint. Permanentseeding shall be used in all other disturbed areas or areas requiringvegetative stabilization.

3.2.2.1 Topsoil

Contractor shall provide topsoil to thicknesses and grades specified. Afterareas have been brought to finish grade, Contractor shall incorporatefertilizer into soil a minimum depth of 4 inches by disking, harrowing,tilling or other method as approved by the Contracting Officer. Removedebris and stones larger than 3/4 inch in any dimension remaining on thesurface after finish grading. Contractor shall correct irregularities infinished surfaces to eliminate depressions and shall protect finishedtopsoil areas from damage by vehicular or pedestrian traffic.

3.2.2.2 Fertilizer Application Rates

Fertilizer application rates are as specified on the Contract Drawings.

3.2.2.3 Seeding Application Rates

Seeding application rates are as specified on the Contract Drawings.

3.2.2.4 Watering

Contractor shall begin to water seeded areas as required by temperature andwind conditions. Apply water at a rate sufficient to ensure thoroughwetting of soil to a depth of 2 inches without runoff. During thegermination process, seed is to be kept actively growing and not permittedto dry out.


Providing erosion and sediment control measures in accordance with Federal,State, and local laws and regulations is the Contractor's responsibility.Select and maintain the erosion and sediment controls such that waterquality standards are not violated as a result of construction activities.The area of bare soil exposed at any one time by construction operationsshould be kept to a minimum. Construct or install temporary and permanenterosion and sediment control best management practices (BMPs). BMPs mayinclude, but are not be limited to, vegetation cover and silt fences.Temporary erosion and sediment controls shall become the property of the

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Contractor and be removed from the work site before the final acceptanceinspection by the Contracting Officer. Unless directed otherwise byContracting Officer, remove any temporary measures after the area has beenstabilized.

3.2.4 Installation of Silt Fences

Excavate an 8-inch by 8-inch trench as part of the installation procedurefor premanufactured silt fencing as detailed on the Contract Drawings.

Install the silt fence in accordance with the manufacturer'srecommendations and the details shown on the Contract Drawings.

Remove silt fences upon approval by the Contracting Officer.

3.2.5 Mulching

3.2.5.1 Hay or Straw Mulch

Hay or straw mulch shall be spread uniformly at the rate of 2 tons peracre. Mulch shall be spread by hand, blower-type mulch spreader, or otherapproved method. Mulching shall be started on the windward side ofrelatively flat areas or on the upper part of steep slopes, and continueduniformly until the area is covered. The mulch shall not be bunched orclumped. Sunlight shall not be completely excluded from penetrating to theground surface. All areas installed with seed shall be mulched on the sameday as the seeding. Mulch shall be anchored immediately followingspreading.

3.2.6 Contractor Facilities and Work Areas

Place field offices, staging areas, stockpile storage, and temporarybuildings in areas designated on the Drawings or as directed by theContracting Officer. Temporary movement or relocation of Contractorfacilities will be made only when approved. Erosion and sediment controlsmust be provided for onsite borrow and spoil areas to prevent sediment fromentering nearby waters. Temporary excavation and embankments for plantand/or work areas must be controlled to protect adjacent areas.

3.2.7 Cleanliness

Construction cleanup shall proceed as construction progresses and shallconsist of the removal of all mud, oil, grease, soil, gravel, trash, scrap,debris, and excess materials that are unsightly or may cause the trippingor sliding of workmen, ladders, or equipment. All mud, dirt, debris,foreign objects or spills of any kind from the Contractor's operations(including subcontractors and suppliers) on hard surfaces and roadway areasused as access to the work or staging areas shall be cleaned off the sameday.

3.3 FIELD QUALITY CONTROL

Maintain the temporary and permanent vegetation, erosion and sedimentcontrol measures, and other protective measures in good and effectiveoperating condition by performing routine inspections to determinecondition and effectiveness, by restoration of destroyed vegetative cover,and by repair of erosion and sediment control measures and other protectivemeasures. Use the following procedures to maintain the protective measures.

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3.3.1 Silt Fence Maintenance

Inspect the silt fences in accordance with paragraph, titled "Inspections,"of this Section. Any required repairs shall be made promptly. Pay closeattention to the repair of damaged silt fence resulting from end runs andundercutting. Should the fabric on a silt fence decompose or becomeineffective, and the barrier is still necessary, replace the fabricpromptly. Remove sediment deposits when deposits reach one-third of theheight of the barrier. Remove a silt fence when it is no longer required.

3.4 WATER RESOURCES

Monitor all water areas affected by construction activities to preventpollution of surface and ground waters. Do not apply toxic or hazardouschemicals to soil or vegetation unless otherwise indicated.

3.4.1 Work Area Dewatering Operations

Minor amounts of dewatering during debris removal may become necessarybased upon site conditions. Construction operations for work areadewatering shall be controlled at all times to maintain compliance withexisting State water quality standards and designated uses of the surfacewater body. Water generated during dewatering activities shall be handledin accordance with Section 01 35 29.13 HEALTH, SAFETY, AND EMERGENCYRESPONSE PROCEDURES FOR CONTAMINATED SITES.

3.5 AIR RESOURCES

Equipment operation, activities, or processes will be in accordance withall Federal and State air emission and performance laws and standards,including but not limited to 9 VAC 5-40-5670.

3.5.1 Particulates

Dust particles; aerosols and gaseous by-products from constructionactivities; and processing and preparation of materials, such as fromasphaltic batch plants; must be controlled at all times, includingweekends, holidays and hours when work is not in progress. Maintainexcavations, stockpiles, haul roads, permanent and temporary access roads,plant sites, spoil areas, borrow areas, and other work areas within oroutside the project boundaries free from particulates which would cause theFederal, State, and local air pollution standards to be exceeded or whichwould cause a hazard or a nuisance. Particulate limits for site-specificcontaminants for remedial action workers and other personnel (i.e., AWIemployees, AWI employees, PPSD employees, FIGG employees/contractors, etc.)are specified in Section 01 35 29.13 HEALTH, SAFETY, AND EMERGENCY RESPONSEPROCEDURES FOR CONTAMINATED SITES. Sprinkling, chemical treatment of anapproved type, baghouse, scrubbers, electrostatic precipitators or othermethods will be permitted to control particulates in the work area.Sprinkling, to be efficient, must be repeated to keep the disturbed areadamp at all times. Provide sufficient, competent equipment available toaccomplish these tasks. Perform particulate control as the work proceedsand whenever a particulate nuisance or hazard occurs. Comply with allState and local visibility regulations.

If the Contractor fails to control particulates and the concentration atthe PPSD Facility boundary exceeds the particulate action level specifiedin the APP/SSHP, the Contractor shall wash any buses on the property to thesatisfaction of the Contracting Officer, at no additional expense to the

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Contracting Officer.

3.5.2 Odors

Odors from construction activities must be controlled at all times. Theodors must be in compliance with State regulations and/or local ordinancesand may not constitute a health hazard.

3.5.3 Sound Intrusions

Keep construction activities under surveillance and control to minimizeenvironment damage by noise. Comply with the provisions of theCommonwealth of Virginia and Code of the City of Portsmouth Chapter 24,Article VII, Section 24-255. Specific requirements for soundintrusions/noise for the PPSD Facility are identified in Section 02 55 00SOLIDIFICATION/STABILIZATION (S/S) OF CONTAMINATED MATERIAL rules.

3.5.4 Burning

Burning is prohibited.

3.6 AIR MONITORING

Air monitoring for personnel not engaged in RA activities (i.e., AWIemployees, PPSD Facility personnel, etc.) shall be performed in accordancewith 01 35 29.13 HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES FORCONTAMINATED SITES.

3.7 INSPECTIONS

3.7.1 General

Inspect disturbed areas of the construction site, areas that have not beenfinally stabilized used for storage of materials exposed to precipitation,stabilization practices, structural practices, other controls, and areawhere vehicles exit the site at least once every seven (7) calendar daysand within 24 hours of the end of any storm that produces 0.5 inches ormore rainfall at the site. Conduct inspections at least once every monthwhere sites have been finally stabilized.

3.7.2 Inspection Details

Inspect disturbed areas for evidence of, or the potential for, pollutantsentering the drainage system. Inspect discharge locations or points toascertain whether erosion control measures are effective in preventingsignificant impacts to receiving waters. Inspect locations where vehiclesexit the site for evidence of offsite sediment tracking.

3.8 CHEMICAL MATERIALS MANAGEMENT AND WASTE DISPOSAL

Disposal of wastes will be as directed below, unless otherwise specified inother Sections and/or shown on the Drawings. See Section 01 50 00TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS and Section 01 35 29.13HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES FOR CONTAMINATED SITES.

3.8.1 Solid Wastes

Place solid wastes (excluding clearing debris) in containers which areemptied on a regular schedule. Handling, storage, and disposal must be

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conducted to prevent contamination. Employ segregation measures so that nohazardous or toxic waste will become co-mingled with solid waste.Transport solid waste off-site and dispose of it in compliance withFederal, State, and local requirements for solid waste disposal. ASubtitle D RCRA permitted landfill will be the minimum acceptable offsitesolid waste disposal option. Verify that the selected transporters anddisposal facilities have the necessary permits and licenses to operate.

3.8.2 Chemicals and Chemical Wastes

Dispense chemicals ensuring no spillage to the ground or water. Performand document periodic inspections of dispensing areas to identify leakageand initiate corrective action. This documentation will be periodicallyreviewed by the Contracting Officer. Collect chemical waste in corrosionresistant, compatible containers. Collection drums must be monitored andremoved to a staging or storage area when contents are within 6 inches ofthe top. Wastes will be classified, managed, stored, and disposed of byplacing in the existing on-site drum storage area identified on theDrawings.

3.8.3 Contractor Generated Hazardous Wastes/Excess Hazardous Materials

Onsite management and storage of hazardous waste shall comply with thesubstantive, but not administrative, requirements of all applicableFederal, State, and local laws and regulations as described in paragraphENVIRONMENTAL PERMITS AND COMMITMENTS. Take sufficient measures to preventspillage of hazardous and toxic materials during dispensing. Segregatehazardous waste from other materials and wastes, protect it from theweather by placing it in a safe covered location, and take precautionarymeasures such as berming or other appropriate measures against accidentalspillage. Offsite transport and disposal of hazardous waste shall complywith Federal, State and local laws and regulations. Spills of hazardous ortoxic materials must be immediately reported to the Contracting Officer.Cleanup and cleanup costs due to spills are the Contractor'sresponsibility. The disposition of Contractor generated hazardous wasteand excess hazardous materials are the Contractor's responsibility.

3.8.4 Fuel and Lubricants

Storage, fueling and lubrication of equipment and motor vehicles must beconducted in a manner that affords the maximum protection against spill andevaporation. Manage and store fuel, lubricants and oil in accordance withall Federal, State, Regional, and local laws and regulations. Usedlubricants and used oil to be discarded must be stored in markedcorrosion-resistant containers and recycled or disposed in accordance with40 CFR 279 and 40 CFR 112.1, State, and local laws and regulations.

3.8.5 Waste Water

Disposal of waste water will be as specified below.

a. Waste water from construction activities, such as onsite materialprocessing, concrete curing, foundation and concrete clean-up,water used in concrete trucks, etc. will not be allowed to enterwater ways or to be discharged prior to being treated to removepollutants unless approved by the Contracting Officer. Dispose ofthe construction-related waste water off property in accordancewith all Federal, State, Regional and Local laws and regulations.Waste water generated from decontamination activities shall be

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disposed of in accordance with Section 01 35 29.13 HEALTH, SAFETY,AND EMERGENCY PROCEDURES FOR CONTAMINATED SITES.

b. For discharge of ground water, the Contractor will surfacedischarge in accordance with the Contract Documents and asapproved by the Contracting Officer.

3.9 RECYCLING AND WASTE MINIMIZATION

The Contractor is further encouraged to minimize solid waste generationthroughout the duration of the project.

3.10 HISTORICAL, ARCHAEOLOGICAL, AND CULTURAL RESOURCES

If during excavation or other construction activities any previouslyunidentified or unanticipated historical, archaeological, and culturalresources are discovered or found, all activities that may damage or altersuch resources will be temporarily suspended. Resources covered by thisparagraph include but are not limited to: any human skeletal remains orburials; artifacts; shell, midden, bone, charcoal, or other deposits; rockor coral alignments, pavings, wall or other constructed features; and anyindication of agricultural or other human activities. Upon such discoveryor find, immediately notify the Contracting Officer so that the appropriateauthorities may be notified and a determination made as to theirsignificance and what, if any, special disposition of the finds should bemade. Cease all activities that may result in impact to or the destructionof these resources. Secure the area and prevent employees or other personsfrom trespassing on, removing, or otherwise disturbing such resources.Archeological and cultural resource investigations associated with the sitehave been performed by Panamerican Consultants, Inc. in December 2009,January 2010 and October 2010, in accordance with the requirements of theNational Historic Preservation Act.

3.11 BIOLOGICAL RESOURCES

Minimize interference with, disturbance to, and damage to fish, wildlife,and plants including their habitat. The protection of threatened andendangered animal and plant species, including their habitat, is theContractor's responsibility in accordance with Federal, State, Regional,and local laws and regulations.

3.12 INTEGRATED PEST MANAGEMENT

Pesticide application is prohibited.

3.13 PREVIOUSLY USED EQUIPMENT

Clean all previously used construction equipment prior to bringing it ontothe project site. Ensure that the equipment is free from soil residuals,egg deposits from plant pests, noxious weeds, and plant seeds.

3.14 MAINTENANCE OF POLLUTION FACILITIES

Maintain permanent and temporary pollution control facilities and devicesfor the duration of the Contract or for that length of time constructionactivities create the particular pollutant.

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3.15 MILITARY MUNITIONS

In the event military munitions, as defined in 40 CFR 260, are discoveredor uncovered, the Contractor shall adhere to the guidance provided by theUSACE MEC support staff to ensure that the work is performed in a safemanner. In the event that MEC is encountered, MEC support staff shallcoordinate directly with the local Range Control Office and shall directthe Contractor concerning safe activities and/or evacuation procedures.Additional provisions for handling military munitions are specified inSection 01 35 29.13 HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES FORCONTAMINATED SITES.

3.16 TRAINING OF CONTRACTOR PERSONNEL

The Contractor's personnel must be trained in all phases of environmentalprotection and pollution control. Conduct environmentalprotection/pollution control meetings for all personnel prior to commencingconstruction activities. Additional meetings must be conducted for newpersonnel and when site conditions change. Include in the training andmeeting agenda: methods of detecting and avoiding pollution;familiarization with statutory and contractual pollution standards;installation and care of devices, vegetative covers, and instrumentsrequired for monitoring purposes to ensure adequate and continuousenvironmental protection/pollution control; anticipated hazardous or toxicchemicals or wastes, and other regulated contaminants; recognition andprotection of archaeological sites, artifacts, wetlands, and endangeredspecies and their habitat that are known to be in the area.

3.17 POST CONSTRUCTION CLEANUP

The Contractor will clean up all areas used for construction in accordancewith Contract Clause: "Cleaning Up". Unless otherwise instructed inwriting by the Contracting Officer, obliterate all signs of temporaryconstruction facilities such as work area, structures, foundations oftemporary structures, stockpiles of excess or waste materials, and othervestiges of construction prior to final acceptance of the work. Thedisturbed area must be graded, filled and the entire area seeded unlessotherwise indicated.


SECTION 01 57 20.00 10 Page 19

AR301985


SECTION 01 58 00

PROJECT IDENTIFICATION

PART 1 GENERAL

1.1 REFERENCES

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


EP 310-1-6a (2006) Sign Standards Manual, VOL 1

EP 310-1-6b (2006) Sign Standards Manual, VOL 2,Appendices

1.2 SUBMITTALS


SD-02 Shop Drawings

Sign Legend Orders; G

1.3 PROJECT SIGN

1.3.1 Construction Project Signs (USACE)

Furnish the construction project sign package, maintain the signs duringconstruction, and remove the signs from the job site upon completion of theproject. The construction project sign package consists of two signs: onefor project identification and the other to show the on-the-job safetyperformance of the Contractor. The package shall conform to therequirements of EP 310-1-6a and EP 310-1-6b, specifically Section 16.Submit the sign legend orders as described in Section 16 of EP 310-1-6aprior to erecting the signs. A copy of EP 310-1-6a Section 16 is includedin ATTACHMENT C.

1.3.1.1 Project Identification Sign

The Project Identification Sign shall contain the following information:

Legend Group 1:Construction Supervised by:-USACE Logo-

Legend Group 2:US Army Corps of EngineersNorfolk District

Legend Group 2a:


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Sponsored by:-EPA Logo-US Environmental Protection AgencyRegion 3

Legend Group 3:Phase 1B - Remedial Action - DNAPL Stabilization

Legend Group 4:Atlantic Wood Industries Superfund Site

Legend Group 5a:Contractor:-Contractor Name--Contractor Location-

Legend Group 5b:EPA Community Involvement Coordinator:Larry Johnson(215) 814-3239

1.3.1.2 Safety Performance Sign

The Safety Performance Sign shall contain the following information:

Legend Group 2:Phase 1B - Remedial Action - DNAPL StabilizationAtlantic Wood Industries Superfund Site

Legend Group 3:-Contractor Name--Contractor Location-





AR301987


SECTION 01 74 19

CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

PART 1 GENERAL

1.1 REFERENCES



ASTM E 1609 (2001) Development and Implementation of aPollution Prevention Program

1.2 GOVERNMENT POLICY

Government policy is to apply sound environmental principles in the design,construction and use of facilities. As part of the implementation of thatpolicy the Contractor shall: (1) practice efficient waste management whensizing, cutting, and installing products and materials and (2) use allreasonable means to divert construction and demolition waste from landfillsand incinerators and to facilitate their recycling or reuse.

1.3 MANAGEMENT

Develop and implement a waste management program in accordance withASTM E 1609 and as specified. Take a pro-active, responsible role in themanagement of construction and demolition waste and require allsubcontractors, vendors, and suppliers to participate in the effort.Construction and demolition waste includes products of demolition orremoval, excess or unusable construction materials, packaging materials forconstruction products, and other materials generated during theconstruction process but not incorporated into the work. In the managementof waste consideration shall be given to the availability of viablemarkets, the condition of the material, the ability to provide the materialin suitable condition and in a quantity acceptable to available markets,and time constraints imposed by internal project completion mandates. TheContractor is responsible for implementation of any special programsinvolving rebates or similar incentives related to recycling of waste.Revenues or other savings obtained for salvage, or recycling accrue to theContractor. Appropriately permit firms and facilities used for recycling,reuse, and disposal for the intended use to the extent required by federal,state, and local regulations. Also, provide on-site instruction ofappropriate separation, handling, recycling, salvage, reuse, and returnmethods to be used by all parties at the appropriate stages of the project.

1.4 SUBMITTALS




AR301988


Waste Management Plan; G


Records; G

1.5 MEETINGS

Conduct Construction Waste Management meetings. After award of theContract and prior to commencement of work, schedule and conduct a meetingwith the Contracting Officer to discuss the proposed Waste Management Planand to develop a mutual understanding relative to the details of wastemanagement. The requirements for this meeting may be fulfilled during thecoordination and mutual understanding meeting outlined in Section01 45 00.00 10 QUALITY CONTROL. At a minimum, environmental and wastemanagement goals and issues shall be discussed at the following additionalmeetings:

a. Pre-bid meeting.

b. Preconstruction meeting.

c. Regular meetings.

d. Work safety meetings.

1.6 WASTE MANAGEMENT PLAN

A waste management plan shall be submitted within 15 days after notice toproceed and prior to initiating any site preparation work. The plan shalldemonstrate how the project waste diversion goal shall be met and shallinclude the following:

a. Name of individuals on the Contractor's staff responsible for wasteprevention and management.

b. Actions that will be taken to reduce solid waste generation,including coordination with subcontractors to ensure awareness andparticipation.

c. Description of the regular meetings to be held to address wastemanagement.

d. Characterization, including estimated types and quantities, of thewaste to be generated.

e. Name of landfill and/or incinerator to be used and the estimatedcosts for use, assuming that there would be no salvage or recycling onthe project.

f. Identification of local and regional reuse programs, includingnon-profit organizations such as schools, local housing agencies, andorganizations that accept used materials such as materials exchangenetworks and Habitat for Humanity. Include the name, location, andphone number for each reuse facility to be used, and provide a copy ofthe permit or license for each facility.

g. List of specific waste materials that will be salvaged for resale,


AR301989


salvaged and reused on the current project, salvaged and stored forreuse on a future project, or recycled. Recycling facilities that willbe used shall be identified by name, location, and phone number,including a copy of the permit or license for each facility.

h. Identification of materials that cannot be recycled/reused with anexplanation or justification, to be approved by the Contracting Officer.

i. Description of the means of transportation of the recyclablematerials (whether materials will be site-separated and self-hauled todesignated centers, or whether mixed materials will be collected by awaste hauler and removed from the site).

j. Anticipated net cost savings determined by subtracting Contractorprogram management costs and the cost of disposal from the revenuegenerated by sale of the materials and the incineration and/or landfillcost avoidance.

Approval of Contractor's Plan will not relieve the Contractor ofresponsibility for compliance with applicable environmental regulations ormeeting project cumulative waste diversion requirement. Distribute copiesof the Waste Management Plan to each subcontractor, the Quality ControlManager, and the Contracting Officer.

1.7 RECORDS

Records shall be maintained to document the quantity of waste generated;the quantity of waste diverted through sale, reuse, or recycling; and thequantity of waste disposed by landfill or incineration. The records shallbe made available to the Contracting Officer during construction.

1.8 COLLECTION

Separate, store, protect, and handle at the site identified recyclable andsalvageable waste products in a manner that maximizes recyclability andsalvagability of identified materials. Provide the necessary containers,bins and storage areas to facilitate effective waste management and clearlyand appropriately identify them. Provide materials for barriers andenclosures around recyclable material storage areas which are nonhazardousand recyclable or reusable. Locate out of the way of construction traffic.Provide adequate space for pick-up and delivery and convenience tosubcontractors. Recycling and waste bin areas are to be kept neat andclean, and recyclable materials shall be handled to prevent contaminationof materials from incompatible products and materials. Handle hazardouswaste and hazardous materials in accordance with applicable regulations andcoordinate with Section 01 57 20.00 10 ENVIRONMENTAL PROTECTION. Separatematerials by one of the following methods:

1.8.1 Source Separated Method.

Waste products and materials that are recyclable shall be separated fromtrash and sorted as described below into appropriately marked separatecontainers and then transported to the respective recycling facility forfurther processing. Deliver materials in accordance with recycling orreuse facility requirements (e.g., free of dirt, adhesives, solvents,petroleum contamination, and other substances deleterious to the recyclingprocess).


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1.8.2 Co-Mingled Method.

Waste products and recyclable materials shall be placed into a singlecontainer and then transported to a recycling facility where the recyclablematerials are sorted and processed.

1.8.3 Other Methods.

Other methods proposed by the Contractor may be used when approved by theContracting Officer.

1.9 DISPOSAL

Control accumulation of waste materials and trash. Recycle or dispose ofcollected materials off-site at intervals approved by the ContractingOfficer and in compliance with waste management procedures. Except asotherwise specified in other sections of the Specifications, disposal shallbe in accordance with the following:

1.9.1 Reuse.

First consideration shall be given to salvage for reuse since little or nore-processing is necessary for this method, and less pollution is createdwhen items are reused in their original form.

1.9.2 Recycle.

Waste materials not suitable for reuse, but having value as beingrecyclable, shall be made available for recycling. Arrange for timelypickups from the site or deliveries to recycling facilities in order toprevent contamination of recyclable materials.

1.9.3 Waste.

Materials with no practical use or economic benefit shall be disposed at alandfill or incinerator.

1.9.4 Return

Set aside and protect misdelivered and substandard products and materialsand return to supplier for credit.

PART 2 PRODUCTS (Not used)

PART 3 EXECUTION (Not used)



AR301991


SECTION 01 78 00

CLOSEOUT SUBMITTALS

PART 1 GENERAL

1.1 SUBMITTALS



Record Drawings; G

Drawings showing final as-built conditions of the project. Thefinal CADD record drawings must consist of four (4) sets ofelectronic CADD drawing files in the specified format and six (6)sets of the approved working Record Drawings. The manuallyprepared drawings must consist of approved marked working as-builtprints.

Closure Report; G

1.2 PROJECT RECORD DOCUMENTS

1.2.1 Record Drawings

This paragraph covers record drawings complete, as a requirement of theContract. The terms "drawings," "Contract Drawings," "drawing files,""working record drawings" and "final record drawings" refer to ContractDrawings which are revised to be used for final record drawings showingas-built conditions.

1.2.1.1 Working Record and Final Record Drawings

Revise 2 sets of paper drawings by red-line process to show the as-builtconditions during the prosecution of the project. Keep these workingas-built marked drawings current and at least one set available on the jobsite at all times. Changes from the Contract plans which are made in thework or additional information which might be uncovered in the course ofconstruction must be accurately and neatly recorded as they occur by meansof details and notes. Prepare final record (as-built) drawings after thecompletion of each definable feature of work as listed in the ContractorQuality Control Plan (Foundations, Utilities, Structural Steel, etc., asappropriate for the project). The working as-built marked prints and finalrecord (as-built) drawings will be jointly reviewed for accuracy andcompleteness by the Contracting Officer and the Contractor prior tosubmission of each monthly pay estimate. Failure to maintain currentRecord Drawings will be cause to delay progress payments. Show on theworking and final record drawings, but not limited to, the followinginformation:

a. The actual location, kinds, and sizes of all sub-surface utility


AR301992


lines. In order that the location of these lines and appurtenances maybe determined in the event the surface openings or indicators becomecovered over or obscured, show by offset dimensions to two permanentlyfixed surface features the end of each run including each change indirection on the record drawings. Locate valves, splice boxes andsimilar appurtenances by dimensioning along the utility run from areference point. Also record the average depth below the surface ofeach run.

b. Correct grade, elevations, cross section, and location of final gradingof stabilized soil areas, or earthwork.

c. Changes in details of design or additional information obtained fromworking drawings specified to be prepared and/or furnished by theContractor.

d. Changes or modifications which result from the final inspection.

e. Where Contract Drawings or Specifications present options, show onlythe option selected for construction on the final as-built prints.

f. Show limits of in-situ stabilization, CQC sample locations, and sampleidentification numbers. On-site stockpile, storage, treatment,loading, and disposal areas shall also be shown on the As-BuiltDrawings.

g. Location and type of any UXO discovered during the remedial action.

gh. Modifications (include within change order price the cost to changeworking and final record drawings to reflect modifications) andcompliance with the following procedures.

(1) Follow directions in the modification for posting descriptivechanges.

(2) Place a Modification Delta at the location of each deletion.

(3) For new details or sections which are added to a drawing, place aModification Delta by the detail or section title.

(4) For minor changes, place a Modification Delta by the area changedon the drawing (each location).

(5) For major changes to a drawing, place a Modification Delta by thetitle of the affected plan, section, or detail at each location.

(6) For changes to schedules or drawings, place a Modification Deltaeither by the schedule heading or by the change in the schedule.

(7) The Modification Delta size shall be 1/2 inch diameter unless thearea where the circle is to be placed is crowded. Smaller sizecircle shall be used for crowded areas.

i. Post-construction topographic survey.

1.2.1.2 Drawing Preparation

Modify the record drawings as may be necessary to correctly show thefeatures of the project as it has been constructed by bringing the Contract


AR301993


set into agreement with approved working as-built prints, and adding suchadditional drawings as may be necessary. These working as-built markedprints must be neat, legible and accurate. These drawings are part of thepermanent records of this project and must be returned to the ContractingOfficer after approval by the Government. Any drawings damaged or lost bythe Contractor must be satisfactorily replaced by the Contractor at noexpense to the Government.

1.2.1.3 Computer Aided Design and Drafting (CADD) Drawings

Only employ personnel proficient in the preparation of CADD drawings tomodify the Contract Drawings or prepare additional new drawings. Additionsand corrections to the Contract Drawings must be equal in quality anddetail to that of the originals. Line colors, line weights, lettering,layering conventions, and symbols must be the same as the original linecolors, line weights, lettering, layering conventions, and symbols. Ifadditional drawings are required, prepare them using the specifiedelectronic file format applying the same graphic standards specified fororiginal drawings. The title block and drawing border to be used for anynew final record drawings must be identical to that used on the ContractDrawings. Accomplish additions and corrections to the Contract Drawingsusing CADD files. The Contractor will be furnished "as-designed" drawingsin AutoCad Civil 3D 2010 Release format compatible with a Windows XPoperating system. The electronic files will be supplied on compact disc,read-only memory (CD-ROM). Provide all program files and hardwarenecessary to prepare final record drawings. The Contracting Officer willreview final record drawings for accuracy and return them to the Contractorfor required corrections, changes, additions, and deletions.

a. Provide CADD "base" colors of red, green, and blue. Color code forchanges as follows:

(1) Deletions (Red) - Over-strike deleted graphic items (lines),lettering in notes and leaders.

(2) Additions (Green) - Added items, lettering in notes and leaders.

(3) Special (Blue) - Items requiring special information,coordination, or special detailing or detailing notes.

b. Rename the Contract Drawing files in a manner related to the Contractnumber (i.e., 98-C-10.DGN) as instructed in the Pre-Constructionconference. Use only those renamed files for the Marked-up changes.All changes shall be made on the layer/level as the original item.

c. When final revisions have been completed, show the wording "RECORDDRAWINGS / AS-BUILT CONDITIONS" followed by the name of the Contractorin letters at least 3/16 inch high on the cover sheet drawing. Markall other Contract Drawings either "Record" drawing denoting norevisions on the sheet or "Revised Record" denoting one or morerevisions. Date original Contract Drawings in the revision block.

d. Within 20 days after Government approval of all of the working recorddrawings for a phase of work, prepare the final CADD record drawingsfor that phase of work and submit two (2) sets of blue-lined prints ofthese drawings for Government review and approval. The Government willpromptly return one (1) set of prints annotated with any necessarycorrections. Within 10 days revise the CADD files accordingly at noadditional cost and submit one (1) set of final prints for the


AR301994


completed phase of work to the Government. Within 20 days ofsubstantial completion of all phases of work, submit the final recorddrawing package for the entire project. Submit one set of electronicfiles on compact disc, read-only memory (CD-ROM), two sets of blue-lineprints and one set of the approved working record drawings. They mustbe complete in all details and identical in form and function to theContract Drawing files supplied by the Government. Any transactions oradjustments necessary to accomplish this is the responsibility of theContractor. The Government reserves the right to reject any drawingfiles it deems incompatible with the customer's CADD system. Paperprints, drawing files and storage media submitted will become theproperty of the Government upon final approval. Failure to submitfinal record drawing files and marked prints as specified will be causefor withholding any payment due the Contractor under thisContract. Approval and acceptance of final record drawings must beaccomplished before final payment is made to the Contractor.

1.2.1.4 Payment

No separate payment will be made for record drawings required under thisContract, and all costs accrued in connection with such drawings areconsidered a subsidiary obligation of the Contractor.

1.3 CLEANUP

Upon completion of the construction, the Contractor shall leave the workpremises in a clean and neat condition satisfactory to the ContractingOfficer. The Contractor shall, unless otherwise instructed in writing bythe Contracting Officer, obliterate all signs of temporary constructionfacilities such as haul roads, work area, structures, foundations oftemporary structures, Phase 1B Contractor Staging Area, and other areas ofexcess or waste materials, and other vestiges of construction prior tofinal acceptance of the work.

1.4 RESTORATION AND RESTABILIZATION

All areas disturbed by the Contractor's operation shall be restored andrestabilized as specified in the Contract Documents. This shall include,but not be limited to, staging areas, construction strips, access to roads,and all areas within the Limit of Disturbance.

Any signs, markers, guard rails and fences temporarily removed toaccomplish the work shall be restored by the Contractor in their originalcondition to their original locations. Any utility disturbed by theContractor during the work shall be restored by the Contractor to originalcondition. The Contractor shall repair or replace any items damaged duringstorage and restoration at no cost to the Government.

Gravel surfaces and access road shoulders shall remain in place and shallnot be removed by the Contractor, unless the Contracting Officer specifiesotherwise.

1.5 DISPOSAL OF WASTE AND EXCESS MATERIAL

Construction waste and excess construction materials shall be disposed bythe Contractor as specified in Section 01 57 20.00 10 ENVIRONMENTALPROTECTION.


AR301995


1.6 REMOVAL OF CONDEMNED MATERIAL

Material delivered to the Contract Site, which has been determined by theContracting Officer to be unsuitable or not in accordance with the ContractDocuments, shall be removed from the work site and disposed at no cost tothe Government.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

3.1 PUNCH-OUT INSPECTION

Near the end of the work, or any increment of the work, the Contractorshall conduct an inspection of the work. A punch list of items which donot conform to the approved Contract Drawings and Specifications shall beprepared and provided to the Contracting Officer. The list of deficienciesshall include the estimated date by which the deficiencies will becorrected.

The deficiencies shall be corrected and the Contractor shall conduct asecond inspection to ascertain that all deficiencies have been corrected.Once this is accomplished, the Contractor shall notify the ContractingOfficer that the facility is ready for the Pre-Final inspection.

3.2 PRE-FINAL INSPECTION

The Contracting Officer will perform the Pre-Final Inspection to verifythat the work is substantially complete. A Pre-Final Punch List may bedeveloped by the Contracting Officer as a result of this inspection. TheContractor shall ensure that all items on this Punch List have beencorrected before notifying the Contracting Officer, so that a FinalAcceptance Inspection can be scheduled. Any items noted on the Pre-FinalPunch List shall be corrected by the Contractor in a timely manner. Thisinspection and any deficiency corrections required by this paragraph shallbe accomplished within the time slated for completion of the entire work orany particular increment of the work if the project is divided intoincrements by separate completion dates.

3.3 FINAL ACCEPTANCE INSPECTION

The Contractor and the Contracting Officer shall be in attendance at theFinal Acceptance Inspection. The Final Acceptance Inspection will beformally scheduled by the Contracting Officer based upon results of thePre-Final Inspection. Notice shall be given by the Contractor to theContracting Officer at least seven (7) business days prior to the FinalAcceptance Inspection and shall include the Contractor's assurance that allspecific items previously identified to the Contractor as beingunacceptable, along with all remaining work performed under the Contract,will be complete and acceptable by the date scheduled for the FinalAcceptance Inspection. Final payment will not be made until all punch listitems from the Pre-Final and Final Acceptance Inspections are resolved tothe satisfaction of the Contracting Officer and any other closeoutprocedures have been completed.


AR301996


3.4 CLOSURE REPORT

The Contractor shall prepare a Closure Report and submit five (5) copies tothe Contracting Officer within fourteen (14) calendar days of completingwork. The Report shall be labeled with the Contract number, project name,location, date, name of Contractor and the EPA region. The Closure Reportshall include the following information at a minimum:

a. A cover letter signed by a Professional Engineer registered in theCommonwealth of Virginia certifying that all services involved havebeen performed in accordance with the terms and conditions of theContract Documents and regulatory requirements.

b. A narrative report including, but not limited to, the following:

(1) site conditions;

(2) excavation logs of the fill area;

(3) quantity of materials delivered or treated from each elementof work;

(4) sampling locations and sampling methods;

(5) source(s) of backfill;

(6) pattern and sequence of solidification/stabilization (S/S)treatment, reagent dose for each S/S column, depth of each S/Scolumn, and volume treated for each S/S column; and

(7) as-built final grade topographic survey.

c. Copies of all chemical and physical test results.

d. Copies of all manifests and land disposal restrictionnotifications (if applicable).

e. Copies of all certifications of final disposal signed by theresponsible disposal facility official (if applicable).

f. Waste profile sheets (if applicable).

g. Detailed accounting of all materials, wastes and debris that havebeen disposed of on-site. Include a sketch showing location wheredebris from the historical disposal area has been placed.

h. Progress Photographs. Color photographs shall be used to documentprogress of the work. A minimum of four views of the site showing thelocation of the area of contamination, entrance/exit road, and anyother notable site conditions shall be taken before work begins. Afterwork has been started, activities at each work location shall bephotographically recorded daily. Photographs shall include:

(1) Debris removal.

(2) In-situ stabilization activities.

(3) Decontamination and dewatering operations.


AR301997


(4) Unanticipated events such as spills and the discovery ofadditional contaminated material.

(5) Contaminated material/water storage, handling, treatment, andtransport.

(6) Site or task-specific employee personal and respiratoryprotection.

(7) Fill placement and grading.

(8) Post-construction photographs. After completion of work ateach site, the Contractor shall take a minimum of four views ofeach cleanup area.

A digital version of all photographs taken during construction shall beincluded with the Closure Report on a CD-ROM in .jpg format. Ahard-copy photographic record shall be included in the Closure Reportdocumenting the major elements of work at critical milestones ofconstruction. Each photo shall be labeled with Photograph No.,Date/Time, Location, Direction of View, Description of View.

i. Chemical Data Final Report in accordance with Section 01 35 45CHEMICAL DATA QUALITY CONTROL.



AR301998


SECTION 02 55 00

SOLIDIFICATION/STABILIZATION (S/S) OF CONTAMINATED MATERIAL

PART 1 GENERAL

1.1 REFERENCES



ASTM D 1633 (2000; R 2007) Compressive Strength ofMolded Soil-Cement Cylinders

ASTM D 4832 (2010) Preparation and Testing ofControlled Low Strength Material (CLSM)Test Cylinders

ASTM D 5084 (2010) Measurement of HydraulicConductivity of Saturated Porous MaterialsUsing a Flexible Wall Permeameter

ASTM D 2166 (2006) Standard Test Method for UnconfinedCompressive Strength of Cohesive Soil

1.2 SUBMITTALS


SD-01 Preconstruction Data

Portsmouth Public School District (PPSD) Personnel and PropertyProtection Plan (PPPP); G

A PPPP will be submitted to the Contracting Officer for review andapproval within fourteen (14) calendar days of notice to proceed.The PPPP will include the results of a pre-construction existingconditions survey of the adjacent PPSD structures, procedures forprotection of existing offsite personnel and facilities south ofthe AWI site (the PPSD Facility), and methods to minimize thevisual and acoustic impact of the work to PPSD personnel. The PPPPshall also include the results of a geotechnical stabilityanalysis and a vibrations analysis that the Contractor is requiredto perform to assess local and global stability of Deep SoilMixing (DSM) soils as they may impact neighboring structures. ThePPPP will include noise control measures to be utilized betweenthe S/S work and the PPSD Facility.

Key Personnel; G


AR301999


The Contractor will provide resumes of key personnel who will workon the S/S process at least ten (10) working days prior to thepersonnel assuming duties on site.

SD-02 Shop Drawings; G

Daily S/S Report; G

The Contractor shall submit a daily S/S Activity Report that willinclude, at a minimum, the following information:

a. Column IDb. Datec. Design and actual top elevation of S/S treatmentd. Design and actual bottom elevation of S/S treatmente. Column volume (CY)f. Calculation of reagents used (lbs, CY)g. Start and finish timesh. Number of mixing passesi. Overlap ratio and configurationj. Auger diameterk. Reagent mix quantities injected to each column (gal)l. Any site conditions or equipment issues that affected S/S

treatmentm. Any modifications or deviations from the Contract Documents

or S/S Treatment Plann. Location(s) of quality control testso. Quantities of reagent received and offloadedp. Survey data summary, horizontal and vertical data for

as-built top and bottom of each completed column

S/S Treatment Plan; G

An S/S Treatment Plan shall be submitted to the ContractingOfficer for review and approval within fourteen (14) calendar daysof notice to proceed. The Contractor shall provide an S/S layoutplan indicating reagent storage and mixing locations, proposed S/Sequipment, sequence of treatment plan, proposed layout and pattern(including overlap ratio between columns), S/S production rate,methods/locations for quality control testing, methods to prepareand measure reagents to verify proper proportions, equipmentwashout and S/S waste management practices, and methods fordetermining and verifying the coordinates, elevations, and depthsof the S/S. The Contractor shall reference site boring logsincluded in ATTACHMENT A as a basis for ensuring S/S equipment canperform based on site conditions. The S/S Treatment Plan shallstate the total quantity of in-situ material to be treated thatwill be the basis of payment. The plan shall describe how thestabilized material will be left after mixing and how requiredgrading will be performed.

SD-06 Test Reports

Portland Slag Cement Testing; G

The Contractor shall submit to the Contracting Officer results ofthe Portland Slag cement blend testing.

Post Treatment Testing; G


AR302000


The Contractor shall submit to the Contracting Officer results ofpost-treatment tests performed.

SD-07 Certificates

Reagents; G

Prior to beginning the onsite S/S, the Contractor shall submitreagent composition, certificates of analysis, and MSDSdocumentation.

SD-11 CLOSEOUT SUBMITTALS

Pre-Construction Topographic Survey; G

The Contractor shall submit to the Contracting Officer thePre-Construction Topographic Survey of the Historic Disposal Areaand the PPSD Facility within the Limit of Disturbance

Post-Debris Removal Topographic Survey; G

The Contractor shall submit to the Contracting Officer thePost-Debris Removal Topographic Survey of the Historic DisposalArea.

Post-S/S Topographic Survey; G

The Contractor shall submit to the Contracting Officer thePost-S/S Topographic Survey of the Historic Disposal Area and thePPSD Facility within the Limit of Disturbance

1.3 QUALIFICATIONS

1.3.1 Contractor Experience

Have successfully completed at least five (5) S/S projects of comparablesize and at least two (2) in-situ S/S projects of comparable scope inaccordance with local, state, and federal requirements using the proposedsystem or a similar system.

1.3.2 Key Personnel

Supervisory personnel shall have successfully managed at least five (5)projects of comparable size, with at least two (2) of those projects beingin-situ S/S projects. Other key personnel shall include system operators,quality control personnel, and supervisory engineering and technical staffinvolved with the S/S system operation. These personnel shall have atleast three (3) years of similar experience with the S/S system operation,as related to their assigned work.

1.4 PROJECT/SITE CONDITIONS

The horizontal extent and depths to undergo S/S for the two specified mixdesigns are shown on the Contract Drawings. The physical conditionsindicated on the Contract Drawings and in the Specifications are the resultof site investigations. Boring logs showing DNAPL impact and geotechnicalinformation are provided in ATTACHMENT A to the Specifications. While thesite investigation data is representative of subsurface conditions at a


AR302001


specific location at the time of the site investigation, variations in thecontaminated materials are expected to exist.

PART 2 PRODUCTS

2.1 MATERIALS

2.1.1 Water

The Contractor shall supply his/her own water from offsite sources. TheContractor may attempt to use local fire hydrants for his/her watersupply. Obtain permission to use public water supply from the utilityowner and comply with all applicable requirements, including metering ofusage, before accessing any hydrant or other water supply point.

Water shall not contain deleterious substances which will be detrimental tothe successful execution of the S/S treatment process. Potable water shallbe used where available. The Government may require the Contractor toperform chemical analyses on representative water samples if the waterappears to be of questionable quality. This testing will be done by theContractor at no additional cost to the Government

2.1.2 Reagents

The chemical composition of reagents (the S/S mix design components) usedshall be provided to the Contracting Officer. A certificate of analysissupplied by the vendor shall accompany each shipping unit of reagent.Packaged reagents shall be shipped in properly labeled containers withinstructions for handling and storage. Reagents delivered to the projectsite in bulk shall have a manifest identifying the nature of the material,the chemical composition, and the point of origin. The instructions shallbe strictly adhered to.

2.1.3 Portland Slag Cement Blend Testing

In order to confirm that structural performance of the cementitious sourcematerials used in the in-situ S/S is similar to the results of thetreatability study completed during the design, the Contractor shallperform the following testing:

The Portland Slag (PS) cement shall be a blended cement comprised ofLafarge Portland Type I/II cement (Lafarge, Ravena, NY), or approvedequivalent (60%) with Lafarge New Cem slag cement (Lafarge, Sparrows Point,MD) (40%), on a dry weight basis. A synthetic surrogate soil comprised of50% ASTM C109 Ottowa sand dry mixed with 50% of a 3:1 blend of kaolinite(KaMin 35 kaolinite clay [by KaMin LLC]) to bentonite (Premium Gel WyomingBentonite [by American Colloid Company]) blend shall be prepared for usefor strength benchmarking purposes. The surrogate soil shall be thoroughlymixed and aged for at least 24 hours after moisture addition (60% byweight) before introduction of the Portland-Slag cement blend.

A Portland Slag cement dose shall be added to the surrogate soil at a 7%dry weight basis to the wet soil, in triplicate. After mixing, homogenizedsoil-cement blends will be placed immediately in sealable cylindrical molds(2-inch diameter x 4-inch height) with a spatula (without compaction) forcuring for 7 days.

After curing, UCS testing (ASTM D2166) will be conducted on the threesamples without wet soaking of samples. The minimum acceptable average UCS


AR302002


strength for the Portland Slag cement blend testing shall be 75 psi. TheContractor shall repeat this testing for each manufactured batch of theType I/II Portland cement and each manufactured batch of the Slag cement.

2.1.4 Reagent Mix

A treatability study was performed during remedial design activities on thecontaminated materials to be treated with S/S. Based on the results of thetreatability study, two mixes (Mix ID #7 and Mix ID #9) were selected foruse in this Specification. Detailed results of the treatability study areprovided in ATTACHMENT E of the Specifications.

The Contractor shall not modify the selected mix design or use analternative mix design during the S/S.

TABLE 02 55 00-1. TREATABILITY STUDY MIX DESIGNS

Mix ID Total Dose (wt%) Portland SlagDose(a)(wt%)

Organophilic ClayDose (b) (wt%)

7 9 8 1

9 11 8 3

Notes:(a) Lafarge Portland Type I/II cement, or approved equivalent (60%) blendedwith Lafarge NewCem slag cement (40%)(b) CETCO PM 199 by CETCO Remediation Technologies

Results of geotechnical testing (UCS and hydraulic conductivity) performedand slurry characteristics for Mix ID #7 and Mix ID #9 are provided inAttachment E of the Specifications.

2.2 EQUIPMENT

2.2.1 Mixing Equipment

The mixing equipment shall have a minimum capacity adequate to meetperformance and schedule requirements and shall be equipped with positivemeans for controlling the mix proportions, maintaining a constant time ofmixing, maintaining an appropriate speed of rotation of the mixer, andcontrolling vapors and dust generated during the S/S process.

2.2.2 Reagent Feed Units

Satisfactory means, incorporating weighing, metering or other volumetricmeasurement, shall be provided to separately batch the required amount ofeach reagent. Silos and feeders shall be equipped and operated so that nocaking of material or variation in feed occurs. Provision shall be made sothat each reagent can be easily sampled.

2.2.3 Accuracy of Measurement Equipment

Scales, meters, and volumetric measuring devices used for measuring,monitoring and recording reagents, and water for S/S processing shall beaccurate to plus or minus 2 percent (for each ingredient) of the designquantity being measured. A check of calibration of measuring equipmentshall be performed a minimum of once every five (5) working days.


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PART 3 EXECUTION

The Contractor will prepare and implement a Site Safety and Health Plan(SSHP) that describes the health, safety, emergency preparedness, andresponse requirements for the work to be performed. The SSHP will be basedupon the requirements identified in Section 01 35 29.13 HEALTH, SAFETY, ANDEMERGENCY RESPONSE PROCEDURES FOR CONTAMINATED SITES.

3.1 EXISTING DEBRIS

Unclassified debris is present in the fill layer that overlies native soilsat the site. The average depth to bottom of the fill layer in the area tobe stabilized is approximately 3.5 - 4.0 feet. Boring logs showing filldepths are provided in ATTACHMENT A to the Specifications. The Contractorshall remove buried debris from the entire Historic Disposal Area as shownon Contract Drawings prior to in-situ stabilization and place contaminatedmaterial in Stockpile Area A as indicated on the Contract Drawings. Basedupon verbal information provided by the property owner, debris may includewhole or pieces of railroad ties, steel banding, concrete, pipe, and steelreinforcing. Prior to the Post-Debris Removal Topographic Survey (seeparagraph 3.1.2), the Contractor shall compact the resultant surfacefollowing all debris removal.

Stockpile A shall be improved, expanded, constructed and maintained toisolate stored contaminated material from the environment. ExistingStockpile A shall be improved, maintained and constructed as follows:

a. Geomembrane cover free of holes or other damage to preventprecipitation from entering the stockpile. A geomembrane liner with aminimum thickness of 10 mils. The geomembrane shall be waterresistant, seamed, and shed rainwater off the stockpile preventingprecipitation from infiltrating into the debris and underlying soils.The cover material shall be extended over the stockpiles and anchoredat the perimeter and ballasted to prevent it from being removed ordamaged by wind. The geomembrane interior shall be properly anchoredusing a minimum of one UV-resistant sandbag placed every 5 ft on centerin length perpendicular to slope and 10 ft on center in width. Eachsandbag shall be filled with sand or other ballast and secured withUV-resistant nylon rope. Sandbags and rope shall be UV-resistant for 2years of exposure. The Contractor shall cover and secure thecontaminated material in Stockpile A at the end of every work day.

b. The Contractor shall construct and expand Stockpile Area A suchthat it prevents run-on/ponding in the stockpile area.

c. The Contractor shall containerize any free DNAPL product separatelyfrom stockpiled debris in the on-site Drum Storage area withinStockpile Area A.

d. Note: Stockpile Area A debris shall be incorporated into thesediment placement and capping components of the remedial action (Notin Contract).

3.1.1 Pre-Construction Topographic Survey

Prior to any site grading, excavation, or intrusive activities, theContractor shall perform and submit to the Government a topographic surveyto establish the existing surface contours of the Historic Disposal Area.The purpose of this survey is to assist in the determination of the actual


AR302004


quantity of debris that is excavated from the Historic Disposal Area.Vertical elevations shall be referenced to the North American VerticalDatum 1988 (NAVD88), using the City of Portsmouth Control Network.Horizontal locations shall be referenced to the Virginia South State PlaneCoordinate System, North American Datum 1983 (NAD 83), High AccuracyReference Network (HARN). U.S. Survey Feet, using the City of PortsmouthControl Network. The Contractor shall submit an electronic version to theGovernment for review and approval. The survey shall have a horizontalaccuracy of +/- 1 foot and a vertical accuracy of +/- 0.1 foot. The surveyshall be conducted by a surveyor registered in the Commonwealth ofVirginia.

3.1.2 Post-Debris Removal Topographic Survey

The Contractor shall perform and submit to the Government a topographicsurvey of the Historic Disposal Area to establish the excavated surfacecontours of the stabilized soil following debris removal. The purpose ofthis survey is to assist in the determination of the actual quantity ofdebris that is excavated from the Historic Disposal Area. Vertical andhorizontal datums and control and accuracy requirements are similar tothose stated in Paragraph 3.1.1 of this section. The survey shall beconducted by a surveyor registered in the Commonwealth of Virginia.

3.2 OPERATION

3.2.1 Weather Conditions

S/S shall not take place in an ambient temperature below 40 degrees Fwithout approval from the Contracting Officer. Provisions shall be made tomaintain the temperature of the treated material above freezing whilecuring. Contaminated material shall not be treated if it contains anyfrozen material. S/S shall not be performed during periods of heavyrainfall since this will result in the addition of excess water to themixture.

3.2.2 In-situ S/S

The Contractor shall perform the in-situ S/S in accordance with acceptedindustry standards and practices. The Contractor shall conduct S/S suchthat there is full interlock of the stabilized mass. Once S/S has begun ona particular soil mass (as determined by each pass of the Contractor'sequipment), it shall be completely treated per the Specifications beforemoving on to the adjacent area to be treated; no partial treatment of anysoil mass shall be permitted.

The portion of the S/S along the PPSD Facility shall be done in such amanner as to not impact the structural stability of the existing facilitieson the PPSD Facility. Any damages caused by the S/S process to PPSDFacility or equipment shall be paid for by the Contractor at no additionalexpense to the Government.

3.2.3 Oversize Material

Contaminated material or debris that cannot be successfully treated by theS/S mixing unit and that is amenable to treatment shall be reduced to asize that the mixing unit can accept. Oversize material that cannot bereduced to an allowable size for the S/S unit shall be treated inaccordance with Paragraph 3.1 Existing Debris.


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3.2.4 Restoration and Finish Grading

After S/S work activities have been completed, if the grade of thestabilized soil is below that of the surrounding pre-construction grade,the Contractor shall restore the site to the pre-construction grades, withsurficial drainage to the north (away from the PPSD Facility). See Section31 00 00 EARTHWORK.

If after work activities have been completed, the grade of the stabilizedsoil is above that of the surrounding grade, the Contractor shall providelow-permeability soil cover and grade the area of the stabilized mass so itslopes and drains to the north (away from the PPSD Facility), as specifiedin Section 31 00 00 EARTHWORK. A topographic survey of the final gradeshould be completed and included in the Final Record drawings, as specifiedin Section 01 78 00 CLOSEOUT SUBMITTALS. Details (means and methods) ofsuch grading shall be included in the S/S Treatment Plan.

3.2.4.1 Backfill

If backfilling is required to restore the grade, low permeability soilshall be placed and compacted to surrounding grade in accordance withSection 31 00 00 EARTHWORK.

3.2.4.2 Compaction

Compaction shall be performed in accordance with Section 31 00 00 EARTHWORK.

3.2.4.3 Vegetation Restoration

Within the Limit of Disturbance, vegetative restoration shall be performedover the final cover grading and in disturbed non-stabilized areas inaccordance with the Contract Drawings.

3.2.5 Work Area Dewatering

During debris removal activities, dewatering shall be limited to thatnecessary to assure adequate access, a safe excavation, and to prevent thespread of contamination. Surface water shall be diverted to prevent entryinto open excavations. The Contractor shall handle the water and disposein accordance with Section 01 35 29.13 HEALTH, SAFETY, AND EMERGENCYRESPONSE PROCEDURES FOR CONTAMINATED SITES. The Contractor shall informthe Contracting Officer prior to dewatering being performed.

3.2.6 Equipment Decontamination

The Contractor shall perform equipment decontamination activities inaccordance with Section 01 35 29.13 HEALTH, SAFETY, AND EMERGENCY RESPONSEPROCEDURES FOR CONTAMINATED SITES.

3.3 QUALITY CONTROL PROCEDURES

3.3.1 Batch Proportions

Mixing time, mixing speed, and quantities of reagents, and water added toeach batch, as well as the volume and depth of contaminated materialstreated by each batch shall be meticulously recorded for each S/S columngenerated by the Contractor. Mixing time, mixing speed, and batchproportions shall be maintained within the limits specified by theContractor in the S/S Treatment Plan as approved by the Contracting Officer.


AR302006


3.3.2 Quality Control Tests

The tests listed in Table 02 55 00-2 shall be performed on representativesamples of treated material. Samples for quality control and qualityassurance testing shall be collected immediately after treatment andallowed to cure as specified in ASTM D 4832 or by another method approvedby the Contracting Officer. Samples shall meet the post-treatment testingcriteria listed in Table 02 55 00-3.

TABLE 02 55 00-2. POST-TREATMENT QUALITY CONTROL TESTING FREQUENCY

Test Procedure Frequency

Unconfined Compressive Strength(ASTM 1633) - 28 day cure

1 per 1,000 CY treated

Permeability (ASTM D 5084) 1 per 2,000 CY treated

Surveys shall be performed to document the locations where post-treatmentsamples were collected. Survey data shall be provided in NAD 1983 VirginiaSouth horizontal datum (survey feet) and North American Vertical Datum(NAVD) 1988 State Plane. Surveys shall have a horizontal accuracy of ± 1 ftand a vertical accuracy of ±0.1 ft.

3.3.3 Structural Performance Requirements

Structural performance requirements for in-situ S/S are based ongeotechnical tests, Unconfined Compressive Strength and permeability, aslisted in Table 02 55 00-3 below.


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TABLE 02 55 00-3. STRUCTURAL PERFORMANCE REQUIREMENTS

Performance Requirements

Mix ID Minimum Criteria28-day UCS(lb/in2)

Target Criteria28-day UCS(lb/in2)

Target CriteriaMaximum 28-day K

(cm/s)

7 50(a) 80 (a) 4 x 10E-6 (a)

9 50 (a) 92 (a) 4 x 10E-6 (a)

K - Hydraulic Conductivity (measured using ASTM D 5084)UCS - Unconfined Compressive Strength (measured using ASTM D 1633)

Notes:(a) Values based upon treatability testing that was performed. SeeParagraph 2.1.3 "Reagent Mix" for discussion of the treatability study.

Test values based upon the stabilization treatability study are shown inTable 02 55 00-3 above. Acceptance of the S/S treated soil will be basedon the 28-day UCS (Minimum Criteria) tests results.

Testing frequencies are identified in Paragraph 3.3.2 Quality Control Tests.

3.3.4 Reagent Quantities

The Contractor shall maintain detailed daily records of the amounts ofreagent components utilized and daily volume of soil treated per each batchduring the in-situ S/S process. Successful completion of S/S shall bedefined as maintaining and demonstrating that the quantities of the reagentcomponents conform to the proportions of the mix design (from Table 02 5500-1 of this Section) on every batch and column. A batch is defined aswhenever new reagents and water are added to empty or partially-emptymixing apparatus.

The Contracting Officer's Representative may elect to perform QC oversightof daily S/S activities to verify quantities being reported.

3.3.5 Emission Controls

Emissions controls shall be implemented in accordance with the approvedEnvironmental Protection Plan according to Section 01 57 20.00 10ENVIRONMENTAL PROTECTION.

3.3.6 Noise Control

Noise control shall be implemented in accordance with the approved PPPP andthe Environmental Protection Plan according to Section 01 57 20.00 10ENVIRONMENTAL PROTECTION. Noise levels during work activities will be inconformance with Code of City of Portsmouth Chapter 24, Article VII,Section 24-255, limits for industrial properties.


AR302008


3.3.7 Retesting

Retesting and reprocessing shall be performed, at no additional cost to theGovernment, for treated material that does not meet the physical andchemical requirements listed in Table 02 55 00-3. Four additional samplesshall be collected by the Contractor from locations best representative ofthe entire area in question (either 1,000 BCY or 2,000 BCY) and tested forthe failed parameter(s). If any of the four samples fail, the Contractorshall not receive payment for the installed S/S batch volume associatedwith the four samples.

If coring is required to collect representative samples during retesting,the Contractor shall abandon each borehole by installing a hydratedbentonite hole plug (to within 6 in. of the ground surface) and a 6 in.surface cap of cement grout.

3.3.8 Quality Assurance Testing

Duplicate samples shall be collected and submitted to the ContractingOfficer's quality assurance laboratory, under the supervision of theContracting Officer, at a frequency of one set of samples per ten (10) setsof quality control tests performed. The Contractor shall not beresponsible for the review or reporting of QA sample results. TheContracting Officer may require additional quality assurance tests as aresult of failed quality assurance or quality control tests. TheContracting Officer may also require additional quality assurance tests dueto changes in the mix design or physical appearance of the contaminatedmaterial.

3.3.9 Post-S/S Topographic Survey

Following completion of all in-situ S/S activities, the Contractor shallperform and submit to the Government a topographic survey of the in-placecontours of the Historic Disposal Area to establish the surface contours ofthe stabilized soil. The purpose of this survey is to assist in thedetermination of the actual quantity of fill material that will be added ontop of the S/S treated area to construct the final grade as specified.Vertical elevations shall be referenced to the North American VerticalDatum 1988(NAVD88), using the City of Portsmouth Control Network.Horizontal locations shall be referenced to the Virginia South State PlaneCoordinate System, North American Datum 1983 (NAD 83), High AccuracyReference Network (HARN). U.S. Survey Feet, using the City of PortsmouthControl Network. The Contractor shall perform this survey as soon as theS/S is completed, and shall submit an electronic version to the Governmentfor review and approval. The survey shall have an horizontal accuracy of+/- 1 foot and a vertical accuracy of +/- 0.1 foot. The survey shall beconducted by a surveyor registered in the Commonwealth of Virginia.



AR302009


SECTION 31 00 00

EARTHWORK

PART 1 GENERAL

1.1 REFERENCES



ASTM D 1557 (2009) Standard Test Methods forLaboratory Compaction Characteristics ofSoil Using Modified Effort (56,000ft-lbf/ft3) (2700 kN-m/m3)

ASTM D 2216 (2005) Standard Test Method for LaboratoryDetermination of Water (Moisture) Contentof Soil and Rock by Mass

ASTM D 421 (1985) Standard Practice for DryPreparation of Soil Samples forParticle-Size Analysis and Determinationof Soil Constants

ASTM D 422 (1963; R 2007) Particle-Size Analysis ofSoils

ASTM D 4318 (2010) Liquid Limit, Plastic Limit, andPlasticity Index of Soils

ASTM D 698 (2007e1) Laboratory CompactionCharacteristics of Soil Using StandardEffort (12,400 ft-lbf/cu. ft. (600kN-m/cu. m.))

ASTM E 329 (2009) Standard Specification for AgenciesEngaged in the Testing and/or Inspectionof Materials Used in Construction


SW-846 Method 9100 Saturated Hydraulic Conductivity,Saturated Leachate Conductivity, andIntrinsic Permeability




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1.2 DEFINITIONS

1.2.1 Geotechnical Testing Laboratory (GTL)

The Contractor's independent soils testing laboratory, approved by theContracting Officer, shall perform the required pre-construction andfrequency testing specified herein on samples supplied by and at theexpense of the Contractor. The GTL shall be a USACE-validated testinglaboratory.

1.3 SUBMITTALS


SD-06 Test Reports

Certified Test Reports; G

Certified test reports of preconstruction and constructionfrequency testing from the geotechnical testing laboratory (GTL)for Contracting Officer's review and approval before delivery oruse of proposed borrow materials. Soil testing shall includecalibration curves, results of calibration tests, andenvironmental testing as specified herein.

SD-07 Certificates

Geotechnical Testing Laboratory; G

1.4 QUALITY ASSURANCE

Where applicable, GTL must meet "Recommended Requirements for IndependentLaboratory Qualification," latest edition, published by American Council ofIndependent Laboratories and the basic requirements of ASTM E 329,"Standards of Recommended Practice for Inspection and Testing Agencies forConcrete and Steel as Used-in Construction." Laboratory shall beauthorized to operate in the Commonwealth of Virginia. The GTL shall be aUSACE-validated testing laboratory. The GTL shall be independent of theContractor and have no employer relationship which could constitute aconflict of interest.

PART 2 PRODUCTS

2.1 GENERAL

All imported material shall meet the following specifications;

a. Material shall be environmentally clean and free of refuse, debris,organic matter, frozen material, and miscellaneous or deleteriousmaterials.

b. Material shall be certified clean virgin fill, not containinghazardous substances and contain less than 30 ppm arsenic, less than0.5 ppm benzo(a)pyrene, and less than 1 ppb dioxin TEQ.

The Contractor shall submit representative samples from each proposed


AR302011


borrow source to the GTL for the required laboratory tests. The use ofsoils must be approved for use by the Contracting Officer. Acceptance ofthe material from any particular borrow location shall not be construed asapproval of the entire location but only insofar as the material continuesto meet the specification requirements.

2.2 Low-Permeability Soil

Low-permeability soil shall meet the following requirements:

a. The Contractor shall request of the Contracting Officer andarrange for a site inspection for each proposed borrow source prior tothe commencement of operations. For each borrow source inspection, theContractor shall provide any equipment necessary to excavate test pitsthroughout the limits of the proposed source to provide the ContractingOfficer with a thorough inspection of the type(s) and uniformity ofmaterials encountered throughout the proposed source. Upon theContracting Officer's visual inspection of a proposed borrow sourcematerial(s), but prior to acceptance and delivery of said materials,preconstruction geotechnical testing of the materials from eachproposed borrow source shall be performed to verify that the propertiesof the proposed borrow material(s) are in conformance with thisSpecification. The testing shall be performed on samples collected bythe Contractor at locations determined by the Contracting Officerduring the site inspection. The number of pre-construction tests to beperformed by the GTL at the expense of the Contractor are listed inTable 31 00 00-1.

TABLE 31 00 00-1. PRE-CONSTRUCTION TESTING REQUIREMENTS

Laboratory Tests ASTM Test Method No. ofPre-ConstructionTests perProposed BorrowMaterial

Frequency of One(1) Test perVolume Deliveredto the Site (CY)for Each ApprovedBorrow Material

Natural MoistureContent

D2216 3 2000

Particle SizeAnalysis (sieveand hydrometer)

D421, D422 3 2000

Atterberg Limits D4318 3 2000

Modified ProctorCompaction

D1557 4 2000

Flexible-WallPermeability(Low

EPA SW-846Method 9100

4 N/A

b. The GTL shall perform the specified number of Modified Proctorcompaction tests (ASTM D1557) and permeability tests on remoldedsamples at varying water contents and the same compactive effort.Tests shall be run dry and wet of optimum moisture to establish curvesthat can be used to estimate permeability of field-placed materialbased on its dry density as measured in the field. The GTL shall


AR302012


prepare a graph of water content versus dry unit weight and watercontent versus permeability. Distilled water may be used as thepermeant. Acceptable material shall have a permeability of 1.0 x 10^-5cm/sec or less when placed in the field.

c. If the results of the permeability tests show a permeabilityhigher than 1.0 x 10^-5 cm/sec, or indicate the material may notconsistently satisfy the Specifications, the Contracting Officer mayrequire the Contractor to retest the material at a greaterdegree-of-compaction, to obtain additional samples from the proposedmaterial source, or reject the borrow material. Should a greaterdegree-of-compaction be required by the Contracting Officer, the fielddensity shall increase to match the densities used in thepreconstruction tests at no cost to the Owner. The Contracting Officerhas the authority to reject any proposed borrow material that hebelieves is not suitable for low-permeability soil construction basedupon the results of the site inspection and/or preconstruction testing.

d. The Contractor shall submit representative samples from eachapproved borrow source at the frequency specified in Table 31 00 00-1as the approved materials are delivered to the site. The samples shallbe submitted to the GTL by and at the expense of the Contractor for therequired geotechnical testing to ensure that the physical andengineering properties of the materials remain consistent for theduration of the construction.

e. As the low-permeability soil is placed and compacted, each liftshall be tested by the Contractor to ensure that at least 90% of thematerial's maximum dry density (or higher, if required, based on theresults of permeability testing) as determined by the Modified Proctorcompaction test (ASTM D1557) has been achieved. Lift thickness and theinitial (before compaction) moisture content of the delivered materialshall be continuously monitored by the Contractor to assure conformancewith the requirements specified herein. Each lift of material shall betested to determine the compacted dry density and moisture contentbefore subsequent lifts are placed.

f. The Contractor shall properly maintain the acceptable condition oflow-permeability soil materials and surfaces which are adjacent toareas that are unacceptable and require reworking. Labor and equipmentrequired to maintain acceptable low-permeability soil conditions shallbe provided by and at the expense of the Contractor If the integrityof previously-approved low-permeability soil materials becomes suspect,as observed by the Contracting Officer, due to the Contractor's lack ofproper maintenance. The Contractor shall rework and retest thematerial as specified herein at no additional cost to the Owner.

2.3 CONTAMINATED MATERIAL

All existing granular material excavated from within the Limit ofDisturbance is considered contaminated material.

PART 3 EXECUTION

3.1 GENERAL EXCAVATION

a. General: Excavation shall be carried out as indicated on theContract Drawings or as otherwise indicated by the Contracting Officer.The Contractor shall utilize equipment necessary to excavate existing


AR302013


materials for the duration of construction.

b. Unless otherwise indicated, excavation shall be open cut.

c. Unused material shall be disposed of by the Contractor.

d. Damage caused to existing facilities or existing utilities by theContractor's operations shall be repaired or replaced at no expense tothe Government.

e. Excavation left open overnight, or during periods when theContractor's forces are not present, shall be protected or enclosed andmarked so as to not endanger the public or others.

f. Sheeting, Shoring, and Bracing:

(1) Method, design, and adequacy of any required sheeting,shoring, and bracing shall meet the requirements of 29 CFR 1926and are the responsibility of the Contractor. All damage relatedto or caused by the excavation shall be repaired at the expense ofthe Contractor. The design and method of the sheeting, shoring,and bracing shall provide means for its removal as backfillprogresses.

(2) Provide sheeting and shoring as required to ensure safeworking conditions, maintain required excavation dimensions forproper construction, and to prevent accidents, cave-ins, anddamage to adjacent structures, facilities, and surfaces. Sheeting,shoring, and bracing shall be placed so as not to interfere withthe construction work and shall be entirely independent of allfootings and structures.

(3) Remove sheeting, shoring, bracing, and all wood forms,concurrently with backfilling operations. Such removal shall beaccomplished in a manner that precludes settlement of thebackfill, cave-in of the excavation sides, and prevents damage toadjacent surfaces. Voids left or caused by the removal shall bepromptly filled.

(4) All sheeting, shoring and bracing systems shall be designedand specified by a Professional Engineer registered in theCommonwealth of Virginia.

3.2 BACKFILL AND COMPACTION

3.2.1 General Backfill

Do not place, spread, or compact acceptable fill material while it isfrozen or thawing, or place upon frozen or thawing ground or duringunfavorable weather conditions. When the work is interrupted by rain, filloperations shall not be resumed until field tests indicate that themoisture content and density of the fill are within the limits specified.A compacted layer that has been frozen shall be reworked, recompacted andapproved in accordance with the requirements specified herein after thawingbefore the next lift is placed thereon.

Utilize such compaction equipment that will not damage existing utilitiesor structures. Damage caused by the Contractor's operations are theresponsibility of the Contractor. Fill material will be compacted with


AR302014


seven passes with a vibrating drum roller-compactor to be approved by theContracting Officer.

3.2.2 Backfill Over Utilities

Backfill around existing utilities shall be brought up evenly on all sidesso that no unbalanced pressure will be imposed on the structure. Place aminimum of 12 inches of soil in the first lift directly over any utilityprior to compaction. After the first lift, compaction will be in 8 inchloose lifts to a minimum of 90% of the material's maximum dry density, asdetermined by ASTM D1557.

Utilize such compaction equipment that will not damage existing utilities.Utilities damaged by the Contractor's operations is the responsibility ofthe Contractor.

3.2.3 Compaction

Compaction will be in 8 inch loose lifts to a minimum of 90% of thematerial's maximum dry density, as determined by ASTM D1557.

As soil is placed and compacted, the Contractor shall continuously monitorthe lift thickness and compacted condition of said materials to verifycompliance with the requirements specified herein. The Contractor shallperform in-place field density tests of each compacted lift in accordancewith the following approved methods:

a. ASTM D1556 (Density of Soil In-Place by the Sand Cone Method).

b. ASTM D3017 and D2922 (Moisture Content and Density of Soil andSoil-Aggregate in Place by Nuclear Methods).

Following the placement and compaction of each lift of soil, said liftshall be tested to determine the in-place compacted dry density andmoisture content before subsequent lifts are placed. For each placed lift,one field moisture-density test shall be performed by the Contractor foreach fifty (50) linear feet of backfill or for every 1,000 square-feet ofstructural fill material placed and compacted. At least one (1) fieldmoisture-density test shall be performed for each lift of soil placed andcompacted.

3.3 FINISH GRADING

On the AWI property, the Contractor shall grade the fill area placed on topof the stabilized mass so it slopes (1% minimum) and drains to the north(away from the PPSD Facility). Details (means and methods) of such gradingshall be included in the S/S Treatment Plan specified in Section 02 55 00SOLIDIFICATION/STABILIZATION (S/S) OF CONTAMINATED MATERIAL. For the areasouth of the AWI property (the PPSD Facility), the Contractor shall restorethe area (grading, fencing, paving, gravel, grass, utilities, etc.) tooriginal conditions.

3.4 DEWATERING AND DRAINAGE

The Contractor could potentially encounter groundwater, perched water andcontained runoff during debris removal or stabilization activities. Thepresence of water shall not entitle the Contractor to additionalcompensation. Surface water shall be diverted to prevent entry into openexcavations. If dewatering becomes necessary, dewatering shall be limited


AR302015


to that necessary to assure adequate access, a safe excavation, and toprevent the spread of contamination. The Contractor shall handle water inaccordance with Section 01 35 29.13 Health, Safety, and EmergencyProcedures for Contaminated Sites. The Contractor shall inform theContracting Officer prior to dewatering being performed.

Continuous investigations and checks shall be made by the Contractor toensure that the dewatering system employed is functioning properly and isnot causing damage or settlement to adjacent surfaces or structures. Thesystem shall be modified as required, and damage caused by the system shallbe the responsibility of the Contractor to repair or restore.

Provide necessary temporary surface drainage and keep operating to thesatisfaction of the Contracting Officer until permanent drainage or finishgrading has been completed. Do not allow damming or ponding of water inrunoff channels.

3.5 MAINTENANCE OF BACKFILLED EXCAVATIONS

All backfilled areas shall be maintained in an acceptable condition by andat the expense of the Contractor until Final Acceptance of the work.Retainage may be held until the end of this period.

If the Contractor fails to fill depressions within 72 hours after receiptof notice from the Contracting Officer, the Government may refill saiddepressions. In case of emergency, the Government may refill any dangerousdepressions or protect with lights wherever necessary without givingprevious notice to the Contractor The cost thereof shall be retained frommonies due to the Contractor, under the Contract.

The Contractor shall be responsible for any injury or damage that mayresult from lack of maintenance of any refilled excavation at any timeprior to final acceptance of the project.

3.6 INSPECTIONS AND TESTING

Testing shall be the responsibility of the Contractor and performed at noadditional cost to the Contracting Officer by the GTL. Testing shall beperformed in accordance with the latest ASTM standards. Copies of the testresults shall be furnished to the Contracting Officer. Earthworkoperations will be subject to continuous inspection by the ContractingOfficer and all material used for backfill will be subject to tests by theContracting Officer.

The Contractor shall provide all horizontal and vertical controls necessaryfor gravel placement as well as associated grid layout and staking usingbenchmarks and monuments, if any, shown on the Contract Drawings. Therequired geotechnical testing and performance criteria are described inSection 02 55 00 Paragraphs 3.3.2 and 3.3.3.



AR302016


SECTION 31 11 00

CLEARING AND GRUBBING

PART 1 GENERAL

1.1 DEFINITIONS

Clearing is the removal from the ground, and disposal, within thedesignated areas of trees, brush, shrubs, down timber, decayed wood, othervegetation, rubbish, and debris, as well as the removal of fences andincidental structures.

Grubbing is the removal and disposal of all stumps, buried logs, rootslarger than 2 inches, matted roots, and organic materials.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Clear and grub all items specified herein to the limits indicated asnecessary to perform the work. Do not start in-situ soil stabilizationoperations in areas where clearing and grubbing is not complete.Contractor shall comply with erosion and sediment control requirements asshown and specified within the Contract Documents. Clear and grub allareas to be stabilized. Remove all trees, stumps, vegetation, and rootmats in these areas and dispose of in Stockpile Area A for contaminatedmaterials. Depressions made by the removal of stumps or roots shall not bebackfilled; however, the Contractor may elect to regrade existing sitesoils to more effectively conduct in-situ stabilization.

Burning is prohibited.

3.1 CLEARING

Clearing shall consist of the felling, trimming, and cutting of trees intosections and the satisfactory disposal of the trees and other vegetationdesignated for removal, including downed timber, snags, brush, and rubbishoccurring within the areas to be cleared.

3.2 GRUBBING

Grubbing shall consist of the removal and disposal of stumps, roots largerthan 3 inches in diameter, and matted roots from the designated grubbingareas. Material to be grubbed, together with logs and other organic ormetallic debris not suitable for foundation purposes, shall be removed to adepth of not less than 18 inches below the original surface level of theground in areas indicated to be grubbed and in areas indicated asconstruction areas under this contract, such as areas for buildings, andareas to be paved. Depressions made by grubbing shall be filled withsuitable material and compacted to make the surface conform with theoriginal adjacent surface of the ground.



AR302017

ATTACHMENT A

BORING LOCATIONS

- Locations of borings installed during delineation activities in 2008, 2009 and 2011

DNAPL SUMMARY TABLE

- Summary table showing the total depth, fill interval, and observed DNAPL interval(s) for

each boring

BORING LOGS

AR302018

This page was intentionally left blank for duplex printing.

AR302019

Portsmouth Public School District Property

Historic Disposal Area

MW-105

MW-101MW-100

MW-Z16C1

MW-104

MW-102

3.8-64

3.8-63

3.8-62 3.8-59

3.8-58

3.8-57

3.8-56

3.8-55

3.8-54

3.8-53

3.8-52 3.8-51

3.8-503.8-48

3.8-47

3.8-46

3.8-45

3.8-44

3.8-43

3.8-42

3.8-41

3.8-403.8-39

3.8-38

3.8-37

3.8-36

3.8-35

3.8-34

3.8-33

3.8-32

3.8-31

3.8-30 3.8-293.8-28

3.8-27

3.8-26

3.8-25

3.8-24

3.8-23

3.8-22

3.8-21

3.8-20

3.8-19

3.8-15 3.8-14

3.8-13

3.8-12

3.8-113.8-10

3.8-06

3.8-05

3.8-04

3.8-03

3.8-02

3.8-01

3.8-70

3.8-693.8-67

3.8-653.8-66 3.8-68

Atlantic Wood Industries Superfund SitePortsmouth, Virginia

BORING LOCATIONSIN THE HISTORIC DISPOSAL AREA

Data Source:Aerial Orthograph from the Virginia Base Mapping Program, 2002

Figure Revision Date: 26 May 2011 \\Lov

etonfe

deral

\gisd

ata\N

orthe

ast\V

irgini

a\AWI

\GIS

\mxd

\DNA

PLPr

eRAD

eline

ation

\PPS

D.mx

d

0 50 100Feet

LegendBoring LocationsMonitoring Well Locations

Coordinate system is NAD 83 HARN State Plane Virginia South US Survey Feet (FIPS 4502).

AR302020


AR302021

SUMMARY OF DNAPL-IMPACTED SOIL AND DEPTHS OF FILL LAYER IN THE HISTORIC DISPOSAL AREA

Boring Coordinates Total Depth (feet bgs) Fill Layer (feet bgs) Intervals of Observed DNAPL (feet bgs)

3.8-1 3459980.91 N 12126404.85 E 30 0-9 11-14 ft3.8-2 3460001.99 N 12126456.80 E 32 0.5-6 6-10 and 16 ft3.8-3 3459940.25 N 12126428.80 E 30 0.5-4 6-10 and 16-20 ft3.8-4 3460023.16 N 12126581.04 E 33 0-4 1-4 and 10-13 ft3.8-5 3459960.70 N 12126601.11 E 32 0-4 None Observed3.8-6 3460042.15 N 12126758.59 E 30 0-6 2-21 ft

3.8-10 3459960.78 N 12126666.78 E 30 0.5-2 None Observed3.8-11 3459932.62 N 12126316.98 E 28 0.5-4 None Observed3.8-12 3459983.06 N 12126783.59 E 47 0.5-6 None Observed3.8-13 3460089.36 N 12126773.82 E 30 0-4 4-10, 12-14, and 18-22 ft3.8-14 3460038.13 N 12126807.91 E 28 0-4 14-15 and 20-21 ft3.8-15 3460033.74 N 12126387.19 E 28 -- 1-6, 10-14, and 17 ft 7 inch - 17 ft 9 inch3.8-19 3460094.87 N 12126347.97 E 28 0-4 None Observed3.8-20 3459985.69 N 12126314.59 E 28 0-4 9.5-10 ft3.8-21 3460137.51 N 12126863.17 E 30 0-4 None Observed3.8-22 3460032.57 N 12126950.36 E 32 0-4 None Observed3.8-23 3459849.32 N 12126348.47 E 28 0-2 None Observed3.8-24 3459881.32 N 12126638.60 E 24 0-2 None Observed3.8-25 3459996.35 N 12126251.41 E 28 0-4 None Observed3.8-26 3459934.95 N 12126379.52 E 24 0-10 6-8 ft3.8-27 3459889.30 N 12126459.23 E 20 0-3.5 None Observed3.8-28 3459940.28 N 12126493.38 E 24 0-3 None Observed3.8-29 3459954.42 N 12126357.44 E 24 0-4 None Observed3.8-30 3459957.73 N 12126311.11 E 24 0-2 11 ft 11 inches - 12 ft, and 19 ft 3 inches - 19 ft 5 inches3.8-31 3459992.93 N 12126283.05 E 24 0-4 9.5-15 ft, and 3 in. at 19 ft3.8-32 3460054.19 N 12126373.43 E 24 0-4 None Observed3.8-33 3460014.16 N 12126321.66 E 24 0-5.5 1-16 ft, 17 ft 10 in - 18 ft, and 19 ft 10 in - 20 ft3.8-34 3460060.23 N 12126433.97 E 28 0-5.5 12-16 ft, 16-20 ft, no recovery 20-24 ft (assume impacted)3.8-35 3460013.19 N 12126518.50 E 24 0-8 1-20 ft , no recovery 12 to 16 ft (assume impacted)3.8-36 3460070.22 N 12126528.27 E 24 0-4 None Observed3.8-37 3459998.11 N 12126635.19 E 24 0-3.5 3 -12 ft, no recovery 8 to 12 ft (assume impacted)3.8-38 3460083.56 N 12126637.20 E 24 -- None Observed3.8-39 3460111.98 N 12126721.22 E 24 0-4 No DNAPL, slight sheen at water table (6 ft)3.8-40 3460110.61 N 12126817.00 E 24 0-1 No DNAPL, slight sheen at water table (6 ft)3.8-41 3459999.53 N 12126737.14 E 24 0-3 2-16 ft and very light (less than 15%) from 16-20 ft3.8-42 3460055.40 N 12126682.80 E 28 0-3 2 ft 5 in. - 27 ft

Page 1 of 2AR302022

SUMMARY OF DNAPL-IMPACTED SOIL AND DEPTHS OF FILL LAYER IN THE HISTORIC DISPOSAL AREA

Boring Coordinates Total Depth (feet bgs) Fill Layer (feet bgs) Intervals of Observed DNAPL (feet bgs)

3.8-43 3459995.49 N 12126793.06 E 24 0-3 None Observed3.8-44 3460033.11 N 12126875.62 E 24 0-4 None Observed3.8-45 3460083.88 N 12126831.21 E 24 0-3 10 ft 9 in. - 11 ft3.8-46 3460031.01 N 12126847.23 E 24 0-3 None Observed3.8-47 3460088.66 N 12126873.09 E 24 0-1.5 1-4 ft bgs, no recovery 4 to 8 ft bgs (assume impacted)3.8-48 3459939.55 N 12126462.73 E 24 0-4 11 ft 6 in. - 12 ft3.8-50 3459968.33 N 12126739.66 E 24 0-3 None Observed3.8-51 3459977.43 N 12126694.16 E 24 0-3.5 18 ft 8 in. - 19 ft 7 in.; 23 ft - 23 ft 1 in.3.8-52 3459972.62 N 12126539.17 E 24 0-3 10 ft 9 in. - 11 ft 8 in., 19 ft 4in. - 20 ft., and 22 ft 4 in. - 22 ft 8 in.3.8-53 3460050.21 N 12126312.08 E 28 0-3 9 ft 11 in. - 12 ft, and 14 ft 4 in. - 15 ft 4 in.3.8-54 3459950.57 N 12126263.27 E 24 0-2 11 ft - 11 ft 0.5 in., and 15 feet (tiny globules breaking on water surface)3.8-55 3459930.79 N 12126346.89 E 24 0-3 15 ft, tiny globules breaking on water surface3.8-56 3459970.92 N 12126474.26 E 24 0-3 18 ft 4 in. - 20 ft3.8-57 3460135.78 N 12126430.88 E 24 0-3 4'-4'4" and 8'6"-9' as oily residue in sand

3.8-58 3460069.98 N 12126259.37 E 24 --

14 ft - 14 ft 6 in., 19 ft 10 in. - 20 ft, 22ft 6 in. - 22 ft 6.5 in., DNAPL

soaked wood at 14 ft 2 in. - 14ft 8 in.3.8-59 3460091.42 N 12126926.76 E 24 0-3 None Observed3.8-62 3460103.90 N 12126270.26 E 24 0-3 3 ft 6 in. - 4 ft, and 4 ft 6 in. - 4 ft 8 in.3.8-63 3460063.73 N 12126226.05 E 24 0-3 8 ft 11 in. - 8 ft 11.5 in., 15 ft 9 in. - 15 ft 9.5 in., and 22 ft 9 in. - 22 ft 10 in.3.8-64 3459886.29 N 12126415.92 E 24 0-3 None Observed3.8-65 3459908.00 N 12126387.00 E 26 0-3 None Observed3.8-66 3459913.00 N 12126411.00 E 26 0-6 1 in. at 18 ft. 3 in., Petroleum Odor at 18 ft. - 26 ft.3.8-67 3459899.65 N 12126413.46 E 26 0-6 1 in. at 18 ft., Petroleum Odor at 14 ft. - 22 ft.3.8-68 3459917.00 N 12126443.00 E 26 0-6 1 in. at 11 ft. 6 in., Petroleum Odor at 10 ft. 6 in. - 17 ft.3.8-69 3459903.15 N 12126451.12 E 26 0-6 None Observed3.8-70 3459922.00 N 12126471.00 E 26 0-6 None Observed, Petroleum Odor at 11 ft. - 18 ft.

Notes:Coordinates are in NAD83 Virginia State Plane South US Survey Feet.DNAPL = Dense Non-Aqueous Phase Liquidbgs = below ground surfaceft = feetin. = inchesN = NorthingE = Easting

Page 2 of 2AR302023

Job. No. Client: Location:EA Engineering, Science, 1453011 EPA/AWI Superfund Site Task 3.8

and Technology, Inc. Drilling Method: Hollow Stem Auger Boring No.3.8-1

LOG OF SOIL/ROCK BORING Sampling Method: Coordinates: 3459980.91N, 12126404.85E 2 inch Split Spoons Sheet 1 of 2 Surface Elevation: N/A

Casing Below Surface: N/A Water Level NA Start Finish Reference Elevation: N/A Time - 11:30 12:30 Reference Desc: N/A Date

ReferenceSudan Inches Dpth. Sample PID Blows Depth USCS Surface Conditions: Grassy field

Dye Drvn/In. Csg. No. ppm per in LogResult Recvrd 6 in. Feet

0 5 0-2 feet

negative 17 8 1 0-5" Dark grayish brown (2.5 Y 4/2) fine SAND and SILT0 10 organics

12 2 5-17" Black, FILL, SILT and fine SAND some gravel0 11

negative 5 18 3 2-4 feet

1 9 0-5" Black fine SAND, dry and loose11 4 FILL

0 10 4-6 feet

negative 11 2 5 0-3" Black fine SAND, dry and loose0 7 3-11" FILL- SILT, black rock and slag

5 60 9 6-8 feet

negative 10 7 7 Creosote WOOD0 8

7 8 8-10 feet

0 6 0-12" FILL- SLAG and SAND, wetnegative 24 6 9 12-24" Gray (2.5 Y 6/1), fine SAND with wet clay

0 7 SM18 10 10-12 feet

1 17 0-11" Gray ( 2.5 Y 6/1) CLAY with fine SANDnegative 22 18 11 CL 11-24" Gray (2.5 Y 6/1) fine SAND, well sorted, trace clay,

0.6 27 firm, wet; globules (1 mm) product20 12 12-14 feet

2.5 12 SM 0-18" Same as Abovenegative 18 12 13 14-16 feet

2 11 Poor Recovery, Gray (2.5Y 6/1) CLAY with fine SAND, 10 14 wet

0.7 6 16-18 feet

negative 1 3 15 0-2" white GRAVEL, clay-like0 2 2-12" gray (2.5Y 5/1) fat CLAY, soft, wet, with high

2 16 CL plasticity0 2 12-24" Gray (2.5 Y 5/1) CLAYwith some fine sand, wet

negative 24 2 170 1 18-20 feet

2 18 0-5" Gray (2.5 Y 5/1) CLAYwith some fine sand, wet0 4 5-12" light brownish gray ( 2.5 Y 6/2) SILT- firm, wet

negative 24 5 19 ML 12-24" Light brownish gray with light yellowish brown 0 6 ↓ (2.5 Y 6/4) mottled SILT and very fine SAND, firm

8 20 SM

Logged by: Denise Wilt Date: 07/03/2008

Drilling Contractor: Enviro-Drill Driller: Ray

Drilling

AR302024







negative 0 1 20-22 feet

24 ↓ 21 0-24" Light brownish gray with light yellowish brown 0 2 SM (2.5 Y 6/4) mottled SILT and very fine SAND, firm

8 22 22-24 feet

negative 0 10 0-15" Olive yellow (2.5 Y 6/6) fine SAND, firm, wet15 11 23

0 11 24-26 feet

19 24 0-13" Gray (2.5 Y 5/1) with olive yellow mottling finenegative 0 6 SAND, well sorted, firm, wet

13 7 25 SW0 8 26-28 feet

10 26 0-20" Gray (2.5 Y 5/1) with olive yellow mottling finenegative 0 4 SAND, well sorted, firm, wet

20 8 27 28-30 feet

0 19 0-20" Gray (2.5 Y 5/1) with olive yellow mottling fine23 28 SAND, well sorted, firm, wet

negative 0 1020 25 29 Bottom of Hole 30 ft bgs - Refusal on dense sand

0 57X 30

31

32

33

34

35

36

37

38

39

40



Drilling

AR302025







negative 0.6 6 TOPSOIL 0-2 feet

7 6 1 0-6" Dark brown (10 YR 3/3) SILT with fine sand, organics1 6-7" Light yellowish brown ( 10 YR 6/6) fine SAND, loose,2 2 moist

negative x 2-4 feet

n/a x 3 FILL Black (10YR 2/1) fine SAND and SILT loose, moistfell out xof tube x 4 4-6 feet

negative 0 1 0-3" Black (10YR 2/1) , SILT, SAND, and wood, fill, soft7 1 5 3-7" Dark gray (2.5 Y 5/1) fine to medium SAND, trace

0 1 silt, wet3 6

positive 15.9 2 SW/ 0-13" Black (10YR 3/1), fine to medium SAND, trace silt, sheen 23 1 7 SM stain black- free,wet productand 17.8 1 13-15" Black (10 YR 3/1), coarse SAND, wet

NAPL 1 8 ML 15-23" Very dark grayish brown(2.5 Y 3/2) SILT, wood, positive 18.7 1 roots

24 1 9 8-10 feet

24 1 0-17" Very dark grayish brown(2.5 Y 3/2) SILT, spongy, 7 10 some medium sand, wood, free product

negative 7.8 4 SW 17-24" Gray (2.5 Y 5/1) fine SAND well sorted, firm, wet,20 9 11 odor

3.2 13 10-12 feet

20 12 0-20" Gray ( 2.5 Y 5/1) fine SAND, firm, well sorted, trace negative 5.4 9 silt, root at 20", wet

18 15 13 12-14 feet

3.4 14 0-18" SAME AS ABOVE, moderately well sorted12 14 14-16 feet

positive 2 2 SC 0-10" Gray (2.5 Y 6/1) firm medium SAND medium sorted at 16' 24 3 15 CL with some clay, wet

7.8 1 SC 10-14" Dark gray (2.5 Y 4/1) CLAY and fine SAND, soft1 16 CL medium plasticity, wet

negative 8 1 14-18" SAME AS 0-10"16 1 17 18-22" Gray ( 2.5 Y 5/1) fat CLAY, soft, high plasticity,

3.4 1 sticky, silt clasts at bottom of bed1 18 SC 22-24" Gray 2.5 Y 5/1) fine to medium SAND, trace of

negative 2.6 1 clay, wet, product17 1 19 16-18 feet

0 1 0-16" Gray with light yellow brown (2.5Y 6/4) mottling 12 20 clayey fine SAND, wet, well sorted, soft

18-20 feet - SAME AS ABOVE


Drilling Contractor: EnviroDrill Driller: Ray

Drilling

AR302026







negative 0.6 1 20-22 feet

14 1 21 SC SAME AS ABOVE- less CLAY, trace of sand Towards 22'0 3 ↓ odor

4 22 SP 22-24 feet

negative 3.8 3 Gray (2.5 Y 5/1) fine SAND, trace of clay, firm, wet, well20 24 23 sorted, mottling, odor

0.5 44 24 24-26 feet

negative 3.8 5 Gray (2.5 Y 5/1) fine SAND wet, firm, well-sorted, slight22 6 25 mottling, odor

4.1 67 26 26-28 feet

negative 7.4 3 Gray (2.5 Y 5/1) fine SAND wet, firm, well-sorted, slight24 4 27 mottling, odor

5 6 28-30

4 28 Gray (2.5 Y 5/1) fine SAND wet, firm, well-sorted, slightnegative 12.8 4 mottling, odor

4 297.9 4 Added 4 gallons of drillers mud

11 30x Attempted 30-32 heavex 31 16" SAME AS ABOVE in split spoon= heaved SANDxx 32

33

34

35

36

37

38

39

40

Logged by: D. Wilt Date: 07/07/2008


Drilling

AR302027


and Technology, Inc. Drilling Method: Hollow Stem Auger Boring No.3.8.3





negative 9 0 4 TOPSOIL 0-2 feet

13 1 0-6" Dark grayish bown (2.5 Y 4/2) fine SAND and SILT, 0 11 organics

11 2 FILL 6-9" Light olive br.(2 Y5/3)fine SAND,some silt,dry,loosenegative 17 0 9 2-4 feet

8 3 0-17" Light olive brown (2 Y5/3) fine SAND dry, loose,0 7 some, silt, stained black 14-17"

6 4 4-6 feet

Postive 3 0 8 Rock in line, poor recoverySlight 5 5 CL 0-3" Gray (2.5 Y 6/1) CLAY, soft, moist, high plasticity, Sheen 0 4 trace gravel, slight odor

3 6positive 10 12.8 4 6-8 feet

NAPL 2 7 SC 0-10" Very dark gray (2.5 Y 3/1) CLAY, and fine SAND, 3 soaked in product, high plasticity3 8

positive 24 6 3 8-10 feet

NAPL 3 9 SM/ Free product, soaked soil6.8 4 SW Very dark gray(2.5 Y 3/1)CLAY, & fine SAND, grading

4 10 into dark gray (2.5 Y 6/1) fine SAND with some clay, negative 13 2.8 5 less staining towards 24"

8 11 10-12 feet

1 9 0-13" Light olive brown ( 2.5 Y 5/4) fine SAND, well11 12 sorted, trace of silt, firm, wet

negative 17 5.4 68 13 12-14 feet

3.5 8 0-17" Light brownish green (2.5 Y 5/4) fine SAND well 9 14 sorted, firm, wet, odor

negative 8 114 15 No 14-16 feet

1 Recov- NO RECOVERY2 16 ery

positive 5 3 16-18 feet

2 17 0-5" Very dark gray (2.5 Y 3/1) CLAY, soft, stained, 1 high plasticity1 18 CL 18-20 feet

positve 8.5 1 ↓ 0-12" Black (10YR 2/1) CLAY, saturated with product, soft1 19 SC 12-24" Black (10YR 2/1) CLAY with fine SAND product

16.5 34 20



Drilling

AR302028


and Technology, Inc. Drilling Method: Hollow Stem Auger Boring No.3.8.3





Positive 2.1 1 20-22 feet

24 4 21 SM 0-24" Gray (2.5 Y 6/1) with olive yellow brown (2.5 Y 6/6)3.2 5 ↓ mottling and cm scale layeing, fine SAND, trace clay,

5 22 SP odor, wetPositive 1.4 1 22-24 feet

slight 24 2 23 0-24" Gray (2.5 Y 6/1) with olive yellow brown (2.5 Y 6/6)sheen 2 3 mottling and cm scale layeing, fine SAND, trace clay

9 24 odor, wetPositive 0 8 24-26 feet

slight 24 14 25 0-24" Gray (2.5 Y 6/1) with olive yellow brown (2.5 Y 6/6)sheen 0 20 mottling and cm scale layeing, fine SAND, trace clay

29 26 odor, wet, slight sheen, micro scalenegative 0

24 27 26-28 feet

0 0-24" Gray (2.5 Y 6/1) with olive yellow brown (2.5 Y 6/6)28 mottling and cm scale layeing, fine SAND, trace clay

negative no blow odor, wet6 29

28-30 feet

30 SAME AS ABOVE little recovery due to heaveGP

31 assumedadding mudHeaving difficulty getting past 30 feet due to heave (head)

32 Refusal on gravel according to driller

33

34

35

36

37

38

39

40



Drilling

AR302029







x 0-4 feet

x 1 Augered through 0-4' dued to gravel and slag largerx than split spoonx 2 FILL 4' wood and productx 4-6 feet

x 3 0-8" Black stained SILT and very fine SANDxx 4 6-8 feet

positive 8 29.1 2 0-22" Dark gray (2.5 Y 4/1) CLAY with fine sand high 1 5 plasticity, soft, wet

40.5 1 ML1 6 8-10 feet

slight 22 6.4 2 0-15" Gray, CLAY and fine SAND, soft,wetsheer 1 7 CL 15-22" Gray ( 2.5 Y 6/1) fine SAND with some clay, fine,

6 3 soft3 8

negative 22 8.7 3 SC 10-12 feet

2 9 0-11" Gray ( 2.5 Y 6/1) fine SAND with some clay, fine,11 3 soft, Visible NAPL at 10", odor

7 10 12-14 feet

positive 11 11.5 3 0-10" SAME AS ABOVE visible NAPL throughout5 11 SC 10-24" Gray (2.5 Y 6/1) SAND with trace of clay, firm,

18.8 4 ↓ wet, no staining or NAPL3 12 SW

positive 24 25 1 14-16 feet

1 13 0-24" Gray (2.5 Y 6/1) fine SAND well sorted, firm, odornegative 2 1

3 14 16-18 feet

positive 24 10.6 6 0-24" Gray (2.5 Y 6/1) fine SAND well sorted, firm, odor8 15

8.3 10 18-20 feet

12 16 0-24" Gray (2.5 Y 6/1) fine SAND well sorted, firm, odor, Positive 20 5.4 1 some olive yellow mottling

slight 2 17sheen 4.6 5

6 18Positive 18 3.4 1

slight 2 19sheen 3.1 1

↓ 20



Drilling

AR302030





ReferenceSudan Inches Dpth. Sample PID Blows Depth USCS Surface Conditions:


1 20-23 feet

No ↓ 21 VOID - soft, no recoveryRecovery ↓

↓ 22 23-25 feet

negative 3.6 ↓ 0-15" Light olive brown (2.5 Y 5/6) SILT, wet, odor24 ↓ 23 15-24" Light olive brown (2.5 Y 5/3) fine SAND

4.4 7 with trace silt, well sorted, wet9 24 25-27 feet

negative 2.1 6 ML 0-20" Light olive brown (2.5 Y 5/3) fine SAND 20 4 25 with trace silt, well sorted, wet

2.1 1216 26 29-31 feet

negative 1.6 4 0-24" Light olive brown (2.5 Y 5/3) fine SAND 24 3 27 SW with trace silt, well sorted, wet

1.5 5 31-33 feet

10 28 0-24" Light olive brown (2.5 Y 5/3) fine SAND negative 1.7 6 with trace silt, grading to light gray (2.5 Y 7/1)

24 11 291.7 14 BOH- heave rods verging on getting stuck

25 30negative 19

24 3124 0

3230 0

3338

34

35

36

37

38

39

40



Drilling

AR302031


and Technology, Inc. Drilling Method: Hollow Stem Auger Boring No.3.8.-5



ReferenceSudan Inches Dpth. Sample PID Blows Depth USCS Surface Conditions: Wooded, underbrush cleared



4 1 0-18" Very pale brown (10 YR 7/3), fine SAND with trace 0 5 of silt, dry, loose, poorly sorted

6 2 FILLnegative 11 0 5 2-4 feet

5 3 0-5" SAME AS ABOVE0 2 5-7" Black, burnt wood, ash

2 4 CL 7-11" Dark gray( 2 Y 4/1) CLAY with trace of fine sandnegative 24 0 1 firm, high plasticity

2 50 2 4-6 feet

2 6 0-6" SAME AS ABOVEnegative 14 0 1 SC 6-24" Gray ( 2 Y 6/1) fine SAND and CLAY, soft, moist,

1 7 with some brownish yellow (10 YR 6.6) mottling0 3 6-8 feet

4 8 0-4" SAME AS ABOVEnegative 24 0 3 4-14" Gray (2.5 y 6/1) fine SAND, wet with trace clay,

3 9 wet medium firm0 4 SC 8-10 feet

3 10 ↓ 0-24" SAME AS ABOVE w/mottling br.-yellow, wetnegative 24 0 2 SP 10-12 feet

2 11 0-24" Gray (2 Y 6/1) fine to medium SAND, poorly sorted, 0 1 trace clay, wet

2 12 12-14 feet

negative 24 0 6 SW 0-11" SAME AS ABOVE7 13 11-24" Gray (2Y 6/1) fine SAND firm, wet, well sorted

0.1 8 14-16 feet

7 14 SP 0-6" Light yellowish brown ( 2Y 6/3) fine mediumpositive 24 0,5 7 SAND, poorly sorted, wet, odorsheen 3 15 6-24" Light gray(2Y 7/1)fine SAND wet, loose, odor but

0 2 low PID response1 16 16-18 feet

slight 24 0 1 0-10" ODOR SAME AS ABOVEsheen 1 17 10-19" Light yellowish brown (2.5 Y 6/3), fine to medium

0 ↓ SAND, trace silt, poorly sorted, wet ↓ 18 CL 19-24" Grayish brown (2 Y 5/2) CLAY with some fine

positive 24 0 1 SW SAND, softsheen 1 19 18-20 feet

0 1 0-20" Light gray (2 Y 7/1) fine SAND, wet firm, well sorted2 20 CL 20-22" light olive brown (2Y 3/4) CLAY and fine SAND,

wet, soft22-24" Dark gray (2Y 4/1) CLAY, odor, high plasicity



Drilling

AR302032







positive 1 20-22 feet

sheen 24 0 1 21 SC 0-18" Dark grayish brown (2Y 4/2) fine SAND and 2 CLAY wet, high plasticity, soft, odor

0 14 22 CL 18-24" Grayish brown (2Y 5/2) CLAY with fine SANDpositive 12 soft, high plasticitysheen 24 0 11 23 SC

16 22-24 feet

0 19 24 SW 0-11" Grayish brown, fine SAND, well sorted withpositive 6 clay, wet odor

24 0 6 25 SP 11-12" Light brownish gray (2Y 6/2) with light olive brown7 (2Y 5/6) mottling find SAND, well sorted, semi-firm, wet

0.6 14 26 SW odor6


16 0-11" Light yellowish brown (2.5 Y 6/4) medium coarse0.3 22 28 SAND with trace of silt, wet, poorly sorted, firm

negative 4 11-24" gray (2.5 Y 6/4) and light olive brown (2Y 5/4) 24 0 8 29 banded fine SAND, well sorted, wet, firm with trace silt

180 31 30 26-28 feet

negative 7 0-24" SAME AS ABOVE24 0 19 31

42 28-30 feet

X 32 Gray (2.5 Y 6.1) fine SAND, well graded, wet, firm, slight odor

3330-32 feet

34 SAME AS ABOVE- GRAVEL tip of shoe

35 32-34- heaving

Tried to drive to clay-augers stuck36

37

38

39

40



Drilling

AR302033





ReferenceSudan Inches Dpth. Sample PID Blows Depth USCS Surface Conditions: Small brush, on small hill


3 0-2 feet

negative 17 3.1 4 1 0-17" Olive brown (2.5 Y 4/3) stained black toward 17" 6 SILT with trace of fine SAND, moist

12.3 5 23 2-4 feet

positive 15 12.9 2 3 FILL 0-15" Black (2.5 Y 2/1)1 organic peat and SILT and wood (creosote type)

2.31 1 41 4-6 feet

positive 20 10.7 1 5 0-20" Black (2.5 Y 2/1) , soaked in product, SILT 1 and WOOD

33.1 1 61 6-8 feet

positive 15 9.7 2 7 0-15" Dark grayish brown (2.5 Y 4/2) very fine sandy 8 CL CLAY, firm, mottling gray strings of NAPL visible,

11.8 8 8 medium plasticity8 8-10 feet

positive 11 23.8 8 9 0-11" Grayish brown (2.5Y 5/2) fine SAND, NAPL visible 9 (soaked) with trace silt, firm

26 9 108 10-12 feet

positive 19 4.2 3 11 0-19" Grayish brown (2.5Y 5/2) fine SAND, NAPL visible 6 in layers and stringers (not soaked) with trace silt, firm

3 5 123 12-14 feet

positive 24 15.7 2 13 0-24" Grayish brown (2.5Y 5/2) fine SAND, NAPL visible 1 SM in layers and stringers (not soaked) with trace silt, firm

25.2 1 14 to 14-16 feet

3 SP 0-15" Gray to yellowish (2.5 Y 5/1- 6/2) fine SAND with positive 15 9.6 4 15 trace silt, NAPL in 1-2 cm layers over 20% of surface

5 area8.3 4 16 16-18 feet

sheen 3 0-24" Gray (2.5 Y 6/2) fine SAND with trace silt (some slight 24 8.7 4 17 silty zones) product visible 20-24"

positive 7product 7.2 7 18 18-20 feet

sheen 2 0-21" Gray (2.5 Y 5/1) fine SAND with trace silt24 11.3 1 19 18-21" Same as Above but soaked with product, wet

positive 2 21-23" Olive yellow (2.5 Y 6/8) silty medium SAND, wetproduct 5.8 5 20 23-24" Gray (2.5 Y 5/1) clayey medium SAND, some

visible product21 SC



Drilling

AR302034







2.7 WH SC 20-22 feet

sheen 19 ↓ 21 0-7" Gray (2.5 Y 5/1) clayey medium SAND, some 1.9 ↓ CL visible product

negative 2 22 7-19" Dark gray (2.5Y 4/1) CLAY wih some very fine 1.3 4 SC sand, soft plasticity


1.5 11 0-8" Gray (2.5 Y 5/1) CLAY and very fine SAND, softnegative 14 24 SM 8-12" Grayish brown (2.5 4/2) fine SAND with layer mm

1.5 3 ↓ scale of olive yellow (2.5Y 6/6), siltnegative 23 44 25 SP

1.6 6 24-26 feet

negative 13 26 0-23" Gray (2.5Y 6/1) fine SAND, wet, firm- sheen but 1.9 7 negative on sudan non petroleum?

negative 20 8 272.1 10 26-28 feet

17 28 0-20" Gray (2.5Y 6/1) fine SAND, wet18

20 32 29 28-30 feet

42 0-20" Gray (2.5Y 6/1) fine SAND, wetcalled 30

31 1:50 - called hole on refusal

32

33

34

35

36

37

38

39

40



Drilling

AR302035



LOG OF SOIL/ROCK BORING Sampling Method: 2 ft Split Spoons Coordinates: 3459960.78N, 12126666.78E Sheet 1 of 2 Surface Elevation: N/A

Casing Below Surface: N/A Water Level N/A Start Finish Reference Elevation: N/A Time - 13:40 15:00 Reference Desc: N/A Date

ReferenceSudan Inches Dpth. Sample PID Blows Depth USCS Surface Conditions: Brush


15 0 2 TOPSOIL 0-2 feet

negative 3 1 0-4 " Brown (10 Y 4/3) SILT and fine SAND, ORGANICS0 3 FILL 4-10" Light yellowish brown (2 Y6/3) fine SAND, trace silt

4 2 dry, loose8 0 2 10-15" Olive brown (2 Y 4/3) SILT, mottled orange,

negative 2 3 hard/stiff, dry0 2 2-4 feet

1 4 SM/ 0-8" Light yellowish brown (2.5 Y 6/3) fine SAND with 2 0 1 SP trace silt, loose, dry


1 6 0-2" Light yellowish brown (2.5 Y 6/3) fine SAND with 11 0 1 CL trace silt, loose, dry, little recovery

negative 1 7 SC 6-8 feet

0 1 0-4" Dark gray (2.5 Y 4/1) fat CLAY, soft, high plasticity1 8 4-11" Gray (2.5 Y 5/1) CLAY and fine SAND moist, firm

16 0 2 high plasticitynegative 2 9 8-10 feet

0 2 0-10" Gray (2.5 Y 5/1) CLAY and fine SAND moist, firm 3 10 SP high plasticity

12 0 1 10-16" Gray (2.5 Y 5/1) fine SAND, some clay, silt, soft, negative 1 11 well sorted, wet

0 2 10-12 feet

2 12 0-12" Gray (2.5 Y 5/1) fine SAND, some clay, silt, soft, 21 0 4 well sorted, wet


0 5 0-24" Gray (2.5 Y 5/1) fine SAND, some clay, silt, soft, 6 14 well sorted, wet

21 0 4 14-16 feet

negative 4 15 0-24" Gray (2.5 Y 5/1) fine SAND, trace clay, silt, soft, 0 4 well sorted, wet, black heavy mineral banding

1 16 16-18 feet

21 0 WOH 0-21" Grayish brown (2.5 Y 4/3) medium SAND, trace siltnegative ↓ 17 SP poorly sorted, wet, brown silt in shoe

0 ↓↓ 18 18-20 feet

18 0 1 CL 0-4" Olive br.(2.5 Y 4/3) CLAY, soft, high plasticity, wetnegative 1 19 4-17" Light olive brown (2.5 Y 5/4) SILT and fine SAND

0 6 CL/ with trace of wet clay7 20 ML 17-18 SAME AS ABOVE- 0-4"



Drilling

AR302036








24 9 21 SW 0-18" Gray (2.5 Y 6/1) fine SAND wet, firm, trace of silt0 8 ML 18-19" Lt. yellow brown (2.5 6/4) SILT, trace of fine sand

11 22 19-24" Gray (2.5Y 6/1) fine SAND, trace of silt, wet, firmnegative 0 none

13 none 23 22-24 feet

0 none ROD STUCK IN HOLE- 1400-1420none 24 Add water to get out

negative 0 none 0-13" Gray (2.5Y 6/1) fine SAND, trace of silt, wet, firm11 none 25 24-26 feet

0 none 0-11" Gray (2.5Y 6/1) fine SAND, trace of silt, wet, firm12 26 SW

negative 0 9 14:30- Attempts to go 26-28 (heave)13 15 27

0 16 26-28 feet

18 28 0-13" Gray (2.5 6/1) fine SAND well sorted, wet, sedimentnegative 0 8 structure

10 2919 28-30 feet

29 30

31 Driller called- afraid rod will get stuck

32

33

34

35

36

37

38

39

40



Drilling

AR302037





ReferenceSudan Inches Dpth. Sample PID Blows Depth USCS Surface Conditions: Grassy


5 TOPSOIL 0-2 feet

negative 16 0 7 1 0-3" Very dark gray SILT and very fine SAND organics8 3-14" Dark grayish brown (2.5 Y 4/2) very fine SAND, silty

0 7 2 FILL dry8 14-16" Wood

5 10.1 6 3 2-4 feet

positive 6 Little recovery wood, black stained, silt and gravelsheen x 8 4 4-6 feet

positive 12 2 0-10" Gray (2.5 Y 5/1) SILT with fine SAND, wetsheen 2.4 1 5 ML 10-12" Grayish brown (2.5 Y 5/2) silty, CLAY high

negative 82 plasticity, moist, soft0.7 2 6 6-8 feet

negative 13 2 CL 0-5" SAME AS ABOVE1.1 7 5-13" Gray (2.5 5/1) olively yellow (6/6) SILT mm scale

2 ML layers1.8 3 8 8-10 feet

negative 19 4 0-6" Gray (2.5 Y 5/1) clayey fine SAND0 3 9 SC/ 6-17" Gray(2.5 Y 5/1)fine SAND w/ trace clay and silt, wet

8 SM 17-19" Gray (2.5 Y 5/1) clayey fine SAND0 2 10 10-12 feet

negative 19 3 0-10" Gray (2.5 Y 5/1) clayey fine SAND, wet0 5 11 10-19" Gray (2.5 Y 6/1) fine SAND with trace clay, firm

6 12-14 feet

0 7 12 0-24" Gray (2.5 Y 6/1) fine SAND with trace clay, firm,negative 24 8 slight odor

0 7 13 21-23" Olive yellow (2.5 Y 6/6), silty fine SAND, wet8 23-24" Light gray very fine SAND, wet

0 2 14 14-16 feet

negative 24 1 0-4" Gray (2.5 Y 5/1) CLAY, sticky, high plasticity0 2 15 4-7.5" Gray (2.5 Y 5/1) med fine SAND w/ trace clay, wet

3 CL 7.5- 14" Gray (2.5 Y 5/1) CLAY, high plasticity 0 1 16 14-16" Gray (2.5 Y 5/1) CLAY and SHELL

negative 24 1 16-22" Gray (2.5 Y 5/1) CLAY, high plasticity0 2 17 22-24" greenish gray

2 16-18 feet

0 7 18 0-12" SAA, 12-24" Light yellowish brown (2.5 6/3) SILT negative 24 9 SP/ with fine sand and clay, gray mottling

0 11 19 SM 18-20 feet

11 0-9" Gray (2.5 Y6/1) very fine SAND with trace clay, wet0 20 9-24" Gray with olive yellow fine sand with silt layers

mm scale, firm and wet with trace clay



Drilling

AR302038







3 20-22 feet

negative 24 0 3 21 0-12" Gray (2.5 Y 5/1) fine SAND, trace clay6 12-24" Gray with olive yellow fine sand with silt layers

0 7 22 mm scale, firm and wet with trace clay7 22-24 feet

negative 24 0 13 23 0-24" Gray (2.5 Y 6/1) fine SAND with trace of clay20 and silt olive yellow silt layers mm scale

0 20 247 24-26 feet

negative 24 0 14 25 SAME AS ABOVE- slightly less silt20

0 30 26 26-28 feet

7 0-24" Gray (2.5 Y 6/1) fine SAND with trace of claynegative 24 0 16 27 and silt olive yellow silt layers mm scale

380 50/4" 28

29Shelby tube collected at 13:32

30 14 feet-30" 14-16.5 feet

31

32

33

34

35

36

37

38

39

40



Drilling

AR302039







8 TOPSOIL 0-2 feet

negative 16 0 8 1 0-6" Dark grayish brown (2.5 4/2) SILT with trace sand5 6-14" Olive brown (2.5 Y 4/3) SILT, some fine SAND

0 6 2 14-15"Light yellow brown (2.5 Y 6/4) fine SAND, loose, 6 with trace silt

negative 19 0 9 3 FILL 2-4 feet

4 0-12" Black SILT and SLAG0 4 4 12-19" Gray (2.5Y 5/1) fine sandy CLAY, soft, high

4 plasticitynegative 0 0 3 5 4-6 feet

4 Angular rock in shoe, No Recovery0 5 6

2 6-8 feet

negative 19 0 5 7 0-19" Gray (2.5 Y 5/1) clayey fine-medium SAND, wet- 4 less clayey towards 19"

0 4 8 8-10 feet

6 SM/ 0-8" Gray (2.5 Y 5/1) medium to fine SAND, trace claynegative 24 0 13 9 SW 8-24" Gray (6.5 Y 6/1) fine SAND with trace clay, wet,

10 firm0 8 10 10-12 feet

11 0-17" Gray (2.5 Y 5/1) grading to grayish brown negative 17 0 4 11 (2.5 Y 5/2) fine SAND, clayey

2 12-14 feet

0 5 12 0-24" Gray (2.5 Y 6/1) fine SAND with trace clay, some3 silt layers


11 0-24" Gray (2.5 Y 6/1) fine SAND with trace silt, wet, firm0 11 14 16-20" silty zone, light yellowish brown (2.5 6/1)

4negative 24 0 8 15 16-18 feet

8 0-15" Gray (2.5 Y 6/1) fine SAND with trace silt, wet, firm0 4 16 15-18" olive yellow(2.5 Y 6/8)silty and clayey SAND, med.

1 18-19" Dark gray (4/2) clayey SAND, wetnegative 19 0 1 17

Shelby 1 18-20 feet

Tube 0 1 18 0-13" Dark gray (4/2) clayey SAND, wet18 to 2 13-17" Dark gray CLAY soft, high plasticity

negative 24 20.5' 0 2 19 17-24" Gray (8/1) clayey fine SAND, firm4 CL

0 7 20 SC



Drilling

AR302040







20-22 feet

negative 19 21 0-19" Gray (2.5 Y 6/1) fine SAND with trace clay, wet,firm

22 22-24 feet

0-24 " Gray (2 Y 6/1) fine SAND with trace clay, wet, negative 24 23 firm

24 SW Adding mud to auger after 24', drilling for target depth

of 40'; no collection of continous split spoons until 40'

25

26

27 Shelby tubed collected starting at 18' - 30 inches (18'-20.5')

28

29

30

31

32

33

34

35 Gravel at 35 feet

36

37 40-42 feet

0-13"Sluff? Gray fine SAND, trace silt38 13-24 Light gray, fine SAND with mm scale yellowish

5 olive silt layers, wetnegative 23 0 9 39 0-13"

140 15 40 45-47 feet

0-24" Pale yellow (2.5 Y 7/4) SILT and SHELL FRAGMENTS - upper Yorktown



Drilling

AR302041







0-4 feet

1 Augered - fill clogging split spoon

2 FILL4-6 feet

3 0-16" Grayish brown (2.5 Y 5/2) CLAY firm, highplasticity approx 5% of surface area stained with NAPL

4positive 16 7 4 6-8 feet

sheen 3 5 0-18" Grayish brown (2.5 Y 5/2) clayey fine SAND moist,9.4 3 CL odor, 5% stained with NAPL

6 6positive 18 6.5 6 8-10 feet

7 7 0-6" SAME AS ABOVE4.8 6 6-24" Gray (2.5 Y 6/1) with light yellow brown (6/1)

5 8 fine SAND with trace silt NAPL following roots 20% ofpositive 23 7.8 3 surface area of core, 23" silty zones

2 93.7 2 10-12 feet

2 10 SAME AS ABOVE no visible NAPL wet - sheenpositive 19 2.4 1

1 11 12-14 feet

1.2 1 SM SAME AS ABOVE NAPL in distinct 2 cm layers -10%1 12 of surface area of core

positive 24 4.7 23 13 14-16 feet

3.2 5 0-19" Gray (2.5Y 6/1) fine SAND with trace silt9 14 19-24" Olive yellow (2.5 Y 6/6) silty fine SAND, wet

negative 24 0.4 45 15 16-18 feet

0.3 5 0-11" Gray (2.5 y 6/1) fine SAND, wet sheen5 16 11-19" Olive yellow (2.5 Y 6/6) silty fine SAND, sheen

positive 24 2.3 3 19-24" Gray (2.5 Y 5/1) stained brick, fine to mediumsheen 1 17 SAND-grading to clayey SAND NAPL CLAY in shoe

4.1 11 18 18-20 feet

positive 19 7 1 SC 0-9" Dark gray product saturated, fine clayey SAND3 19 9-19" Dark gray CLAY and SHELL fragments

0 1 CL1 20



Drilling

AR302042







positive 0.4 1 20-22 feet

1" 1 21 Poor recovery liquid CLAY, SIL,T and SHELL 1 CL FRAGMENTS, visible globs of NAPL1 22

negative 0.4 1 22-24 feet

16 1 23 0-16" Dark gray(2.5Y 4/1) silty CLAY medium soft, 0.3 1 high plasticity

2 24 24-26 feet

1.9 3 0-24" Gray (2.5 5/1) fine SAND with trace silt, wetnegative 24 6 25

1.4 7 26-28 feet

9 26 0-24" Gray (2.5 5/1) fine SAND with trace silt, wet7.3 2 SW


3.3 8 0-24" Gray (2.5 5/1) fine SAND with trace silt, wet22 28

negative 24 0.3 2423 29

negative 0.3 38called 30 Boring terminated at 30' due to heave

31

32

33

34

35

36

37

38

39

40



Drilling

AR302043




Casing Below Surface: N/A Water Level Start Finish Reference Elevation: N/A Time - 8:55 10:30 Reference Desc: N/A Date



negative 0-4 feet

0 1 Augered due to wood and railroad ballasts, large cobbles

0 2 FILLnegative 4-6 feet

0 3 0-17"Grayish brown (2.5 5/2) clayey, fine SAND to lightyellowish brown (2.5 Y 6/4) 13-17" silty mottling

0 4negative 5

17 6.1 0 5 5 6-8 feet

7 0-7" SAME AS ABOVE0.2 0 5 6 7-14" Gray (2.5 Y 6/1) fine SAND with trace silt, wet

negative 7 14-20" Gray (2.5 Y 5/1) fine SAND with trace clay20 0 0 9 7

11 8-10 feet

0 0 8 8 0-11" Gray (2.5 Y 6/1- 5/1) fine SAND with trace claynegative 3 SM/ towards 11" wet, well sorted

24 0 0 2 9 SW 11-16" Grayish brown 2.5 Y 5/2) silty fine SAND, wet1 16-24" Gray (5/1) and olive yellow (2.5 6/6) mm- .5cm

0 0 1 10 scaly layers of CLAY, fine SAND and silty fine SANDnegative 3

9 0 0 1 11 10-12 feet

1 0-9" Light yellowish brown (2.5 Y 6/4) fine SAND withx 0 8 12 some silt, wet, loose, well sorted

negative 624 0 0 7 13 12-14 feet

7 0-23" SAME AS ABOVE0.2 0 11 14 23-24" Gray (2.5 Y 5/1) fine SAND with trace silt, wet,

positive 4 well sorted20 26.1 0 4 15 14-16 feet

3 0-10" SAME AS ABOVE with free product, odor4.1 0 1 16 10-24" Dark gray (2.5 Y 4/1) clayey fine SAND, well

negative 3 sorted13 3.3 0 5 17 16-18 feet

5 CL 0-13" Dark gray (2.5 Y 6/1) CLAY and shell material3.7 0 2 18 oriented and broken

negative 3 18-20 feet

23 0.8 0 2 19 0-6" Dark gray, CLAY with some shells2 6-13" gray(2.5 Y 5/1)fine SAND, well sorted, trace silt,

0.8 0 5 20 SW wet


Drilling Contractor: Envirodrill Driller: Ray

Drilling

AR302044




Casing Below Surface: N/A Water Level Start Finish Reference Elevation: N/A Time - 8:55 10:30 Reference Desc: N/A Date



positive 0.4 4 20-22 feet

product 24 16 21 SM 0-14" Gray(2.5 5/1)SILT & fine SAND- liquidy product-sm.slight 0.4 11 glob-sheer- 5% of surface area visible as black staining

greater 13 22 14-24" Gray (2.5 5/1) fine SAND with trace silt wetsheer,0.3 7 well sorted


0.2 24 0-14" Gray (2.5 5/1) fine SAND with trace silt wetsheer,32 24 SW well sorted

1.2 9 24-26 feet

negative 16 6 25 0-16" Gray (2.5 5/1) fine SAND with trace silt wetsheer,1.4 6 well sorted

20 26 26-28 feet

4.4 23 0-12" Gray (2.5 5/1) fine SAND with trace silt wetsheer, negative 12 27 27 well sorted

5.2 42/50 Refusal at 28 feet28

329

230

31

32

33

34

35

36

37

38

39

40



Drilling

AR302045







3 0-2 feet

negative 14 5.4 3 1 ML 0-8" Dark grayish brown (2.5 4/2) SILT with trace fine3 CL sand organics, moist

positive 43.4 3 2 8-11" Gray (2.5 Y 6/1) CLAY, firm, high plasticity2 11-14" Black product soaked peat

positive 9 23 2 3 PT2 2-4 feet

2 4 0-9" Black product soaked peatno 3

recovery 1 5 No 4-6 feet

1 RecoveryNo Recovery1 61 6-8 feet

negative 10 250 2 7 CH 0-10" Gray (2.5 Y 5/1) CLAY, high plasticity25 8 8-10 feet

7 0-15" Light olive brown (5/4) SILT and CLAY, mottled,negative 15 360 9 9 hardpositive 8 CL 10-12 feet

sheen 11 10 0-10" Gray (2.5 Y 6/8) olive yellow (2.5 Y 6/6) mottled2 clayey SILT, saturated with product

positive 19 22.7 3 11 10-19" Gray (2.5 Y 6/1) clayey fine SAND product 13-14" 3 otherwise no other NAPL visible

5.7 5 12 12-14 feet

positive 4 0-24" Gray (2.5 Y 6/1) with (2.5 Y 6) silty layers with fine24 8.8 4 13 SAND trace of some silt, NAPL 0-12" in distinct layers

521.9 4 14 SM 14-16 feet

4 0-24" Gray (2.5 Y 6/1) with (2.5 Y 6) silty layers with finenegative 24 4.3 4 15 SAND trace of some silt

5 16-18 feet

1.5 5 16 0-21" Gray (2 Y 6/6) fine SAND with trace to some silt,4 wet NAPL 15-17"

positive 24 3.6 1 17 SM 21-24" gray (5/1) fine SAND with trace clay grading into 1 ↓ CLAY

4.3 2 18 SCnegative 2 18-20 feet

7" 6.7 2 19 CH 0-7" Gray (2 Y 4/1) CLAY and SHELL FRAGMENTS11 20



Drilling

AR302046







1 20-22 feet

sheen 24 3.6 1 21 0-24" Light yellowish brown (2 Y 6/4) silty SAND, wet11

2.2 1 22 22-24 feet

2 0-10" Gray (2 Y 6/1) clayey fine SAND, softnegative 24 2.9 4 23 10-24" gray (2 Y 6/1) and (2 Y 6/6) fine SAND with

6 trace to some silt in layers0.3 8 24

4 24-26 feet

negative 24 2.6 4 25 0-24" Light yellow brown (2 Y 6/4) fine SAND with trace8 silt, wet

1.8 9 26 26-28 feet

14 0-24" Light yellow brown (2 Y 6/4) fine SAND with tracenegative 24 0.8 14 27 silt, wet

210 46 28 Refusal at 28 feet

29

30

31

32

33

34

35

36

37

38

39

40



Drilling

AR302047








2 1 Augered concrete RUBBLE, dark grayish brown, silty0 2 SAND

3 2 FILLnegative 20 0 4 4-6 feet

5 3 0-9" Grayish brown ( 2 Y 5/2) CLAY, soft, high0 6 plasticity, moist

10 4 6-8 feet

4 0-19" Grayish br. ( 2 Y 5/2) CLAY, soft, high plasticity, 4 5 CL wet, (6/1) mottling with trace silt increasing to 19" 6 19-20" Gray (2 Y 6/1) fine SAND with trace silt, wet6 6

8-10 feet

7 0-19" SAME AS ABOVE, wet19-22" Gray (2 Y6/1 - 6/6) layered fine SAND with

8 trace of some siltnegative 22 0 11

11 9 10-12 feet

0 6 SM 0-22" Gray (2 Y6/1 - 6/6) fine SAND, layered 1 cm6 10 scale, trace of silt and clay, wet

negative 21 0 32 11

0 2 12-14 feet

2 12 0-21" Gray (2 Y6/1 - 6/6) fine SAND, layered 1 cmnegative 20 0 2 scale, trace of silt and clay, wet

5 13 14-16 feet

0 5 0-9" SAME AS ABOVE8 14 9-14" Gray (2 Y6/1 - 6/6) fine med. SAND with trace

negative 19 0 4 silt, poorly sorted, wet2 15 14-19" Gray(2 Y 4/1) fine SAND and CLAY soft m.p.

0 11 16 SC 16-18 feet

negative 22 0 2 0-22" Light yellowish brown (2 Y6/3) fine SAND well 2 17 sorted, wet

0 2 SM 18-20 feet

9 18 0-11" Dark gray (2 Y 4/1) SILT and CLAY soft, wet, negative 11 0 1 high plasticity

2 190 1 CL

1 20



Drilling

AR302048







1 20-22 feet

negative 12 0 3 21 0-12 " Gray (2 Y 5/1) fine SAND with trace of some3 silt, wet, soft

0 4 22 22-24 feet

1 0-15" Gray (2 Y 6/1) fine SAND with trace silt, wetnegative 15 0 3 23

11 24-26 feet

0 20 24 SW 0-20" Gray (2 Y 6/1) fine SAND with trace silt, wet6


11 0-22" Gray (2 Y 6/1) fine SAND with trace silt, wet0 9 26

6negative 22 0 9 27

18 Called at 28 feet because concrete rubble 0-4 is0 30 28 throwing rig back as we go deeper- danger of snapping

of auger29

30

31

32

33

34

35

36

37

38

39

40



Drilling

AR302049







2refusal 1 0-2 feet

X Light brownish green (2.5Y 6/2) CLAY with trace silt, oliveX 2 FILL yellow (6/6) mottlingX 2-4 feet

X 3 Augered, wood, rubbleX 4-8 feet

X 4 0-11" Light brownish green (2.5Y 6/2) CLAY with tracenegative 10 2 silt, olive yellow (6/6) mottling

0 1 5 CL 11-18" Gray (2 Y 5/1- 6/6) mottling fine SAND clay 2 with trace clay, wet, firm

0 3 6 SM 8-10 feet

negative 18 5 Gray (2 Y 5/1- 6/6) mottling fine SAND 0.7 6 7 with trace clay sheen visible product 1" above 1 cm of

9 clay layerat 20"- CLAY gray, soft, plastic1.3 10 8 no sheen product 20-24"

positive 24 05 5 9 10-12 feet

5 0-8" Light yellow brown (2.5Y 6/4) CLAY with trace silt14 6 10 high plasticity, soft

negative 22 3 8-22" Light brownish gray (2.5 Y 6/2) fine SAND with0.4 2 11 CL trace clay,wet

3 ]

0.2 4 12 0-22" Gray (2 Y 6/1- 6/6)silty layers fine SAND, wet, firmnegative 22 6 14-16 feet

1.4 7 13 SM 0-2" Olive yellow (2 Y 6/6) silt fine SAND sheen of product8 2-4" Gray (2 Y 5/1) clayey fine SAND

0.4 8 14 4-7" Gray (2 Y 5/1) fat CLAY, soft high plasticitynegative 24 1 7-11" Gray (2 Y 5/1) fine to medium SAND with trace

0 1 15 clay, wet1 11-24" Gray (2 Y 5/1) fat CLAYsoft high plasticity, shells

0 1 16 17-20"sheen 24 1 16-18 feet

0 2 17 CL 0-6" SAME AS ABOVE, no shell2 6-9" Gray (2 Y 5/1) fine SAND with trace silt

0 2 18 9-24" Gray (2 Y 5/1) silty CLAY mottling, firmnegative 24 4 SM 18-20 feet

0.2 8 19 0-12" Light br.-gray (6/2) CLAY, fine SAND, wet, soft10 CL 12-24" gray (6/1) with (6/6) silty mm scale layers fine

0.1 12 20 SAND with trace silt, wet



Drilling

AR302050







negative 324 0.1 3 21 20-22 feet

negative 5 0-24" Light brownish gray (2 Y6/2) silty, fine 0.1 11 22 SAND, wet

3 22-24 feet

negative 10 0 6 23 0-10" Gray(2 Y 6/1) with (2 Y 6/6) silty layers, fine 6 SAND with trace silt, wet, soft

0 6 245 24-26 feet

negative 15 0.4 5 25 0-15" Gray(2 Y 6/1) with (2 Y 6/6) silty layers, fine8 SAND with trace silt, wet, soft

1.2 11 263 26-28 feet

negative 23 6 7 27 0-23" Gray (2 Y 6/1) fine SAND with trace silt, some10 magnetite layers, mm scale

0 29 28

29

30

31

32

33

34

35

36

37

38

39

40



Drilling

AR302051







X 0-4 feet

X 1 Auger dark brown SILT and SAND gravel to light brownX SANDX 2 FILLXX 3

negative 17 X0 1 4

2 4-6 feet

0 3 5 CL 0-9" Light grayish brown CLAY with trace silt mottles negative 17 6 9-19" Gray (2 Y 6/1) fine SAND with trace silt, moist

0 6 66 6-8 feet

0 7 7 0-9" SAME AS ABOVEnegative 17 6 9-17" Light yellowish brown (2 y 6/4) silty fine SAND,

0 6 8 wet2 8-10 feet

0 3 9 SM 0-17" Olive yellow (2 Y 6/6) silty fine SAND with mm negative 16 2 scale layers of gray (2 Y6/1) fine sand, wet

0 3 101 10-12 feet

0 1 11 0-16" Olive yellow (2 Y 6/6) silty fine SAND with mm negative 21 1 scale layers of gray (2 Y6/1) fine sand, wet

0 3 12 12-14 feet

5 0-21" Light gray (2 y 2/1) fine SAND silty pale 0 6 13 yellow( 2 Y 7/4) mm scale layers wet, firm

negative 19 80 11 14 14-16 feet

1 0-14" Gray (2 Y 5/1) fine SAND with some trace clay, wet0 3 15 CL 14-18" Dark gray (2 Y 4/1) CLAY fat, high plasticity, soft

negative 11 1 18-19" Dark gray (2 Y 4/1) medium SAND with trace 0 1 16 SM clay, wet

4 16-18 feet

0 3 17 0-11" Gray (2 Y 5/1) fine SAND, CLAY, and SHELL, wetnegative 10 3

0 2 18 CL 18-20 feet

1 0-10" Gray (2 Y 5/1) fine SAND, CLAY, and SHELL, wet0 2 19

20 2 20



Drilling

AR302052




Casing Below Surface: N/A Water Level N/A Start Finish Reference Elevation: N/A Time - Reference Desc: N/A Date



1 20-22 feet

negative 12 0 1 21 0-12" Gray (2 Y 5/1) fat CLAY soft high plasticity, 1 CL wet

0 1 22 22-24 feet

1 0-8" Gray (2 Y 5/1) fat CLAY soft high plasticity, negative 18 0 1 23 wet

1 8-18" Gray (2 Y 5/1) fine SAND with trace clay, wet0 1 24 24-26 feet

3 0-24" Gray (2 Y 5/1) fine SAND with trace clay, wetnegative 24 0 6 25 SW

7 26-28 feet

0 9 26 0-24" Gray (2 Y 5/1) fine SAND with trace clay, wet4


11 0-24" Gray (2 Y 5/1) fine SAND with trace clay, 0 28 28 trace shell fragments, wet

11negative 24 0 26 29

40/5"0 30

31

32

33

34

35

36

37

38

39

40



Drilling

AR302053







0-4 augered

1 Dark brown SILT and SAND with trace of large gravelGrayish brown SILT and SAND

2 FILL

3

4negative 15 2 4-6 feet

1 5 CL 0-15" Dark grayish brown (2 Y 4/2) CLAY with trace silt, 2 soft, high plasticity, firm5 6


6 7 0-19" Grayish brown (2 Y 5/2) fine SAND, wet trace silt67 8 8-10 feet

negative 24 11 0-24" Gray (2 Y 6/1) fine SAND, wet firm6 96 10-12 feet

4 10 0-20" SAME AS ABOVEnegative 24 5 20-24" Olive yellow (2 Y 6/1) silty fine SAND, wet, firm

2 112 12-14 feet

1 12 0-8" SAME AS ABOVEnegative 16 4 SM 8-16" Gray (2 Y 6/1) with (6/6) silty layers mm scale,

11 13 fine SAND with trace silt, wet,firm115 14 14-16 feet

negative 24 6 0-20" Light gray (2 Y 7/1) fine SAND with trace silt-5 15 20-24" Olive yellow (2 Y 6/6) fine SAND with trace silt,6 wet, firm5 16


2 17 0-20" Olive yellow (2 Y 6/6) fine SAND with trace silt,1 wet, firm1 18 20-22" Gray (2 Y 4/1) fine SAND with trace clay↓ 22-24"Dark gray (2 Y 2/1) fat CLAY soft, high plasticity↓ 19↓

↓ 20 CL



Drilling

AR302054







1negative 10 1 21 20-22 feet

1 0-10" Gray (2 Y 6/1) SHELL FRAGMENT and CLAY3 224 CL 22-24 feet

negative 20 3 23 0-9" Gray (2 Y 6/1) SHELL FRAGMENT and CLAY1 9-24" Dark gray (2 Y 4/1) fat CLAY with trace SILT1 24 to 24" soft, high plasticity2


2 SM 0-19" Dark gray (2 Y 4/1) very fine SAND and SILT, 0 1 26 wet, firm

2 26-28 feet

negative 24 0 4 27 0-24" Gray (2 Y 6/1) very fine SAND some silt, wet, firm4

0 7 28 28-30 feet

10 0-24" Gray (2 Y 6/1) very fine SAND with trace silt, wet, negative 24 0 11 29 SW firm

12 30-32 feet

0 13 30 0-6" SAME AS ABOVE18" of heave material in spoon

negative 6 0 b.c. 31

32

33

34

35

36

37

38

39

40



Drilling

AR302055





ReferenceSudan Inches Dpth. Sample PID Blows Depth USCS Surface Conditions: Parking lot



2 1 Asphalt and gravel packed and sand2 2-4" light brownish gray, sandy fine CLAY, soft, high 2 2 plasticity


0 4 0-19" Gay (6/1) and (6/6) mottle, CLAY, soft, high4 4 plasticity, moist to 6'


0 10 0-10" gray (6/1) and (6/6) mottling, sand fine CLAY to 9 6 SAND and CLAY, soft

negative 13 0 2 10- 13" gray (6/1) and (6/6) mottling, fine SAND with 4 7 trace silt, loose

0 410 8 8-10 feet

negative 17 0 3 0-17" light yellowish brown (6/4) silty fine SAND, firm9 9

0 11 10-12 feet

15 10 empty spoon- no recovery

11 12-14 feet

(6/3) light yellowish brown, silty fine SAND, wet, with trace12 clay - poor recovery

negative 2" 0 11 13 14-16 feet

0 11 0-8" (5/1) clayey fine SAND11 14 8-22" (5/1) fat CLAY, high plasticity, shell layer- 13.5-14"

negative 23 0 1 22-23" greenish gray CLAY and fine SAND, soft1 15

0 2 16-18 feet

5 16 0-9 SAME AS ABOVEnegative 19 0 2 9-19" (6/1) with (6/6) mottling SILT and very fine SAND

2 17 wet, trace clay0 2

2 18 18-20 feet

0 2 0-19" Gray (6/1) and (6/6) mottling, very fine SAND, trace 7 19 silt, wet56 20



Drilling

AR302056







2 20-22 feet

negative 14 0 4 21 0-14" Gray (6/1) and (6/6) mottling, very fine SAND, trace 6 silt, wet

0 6 225 22-24 feet

negative 20 0 7 23 0-20" Gray (2 Y 6/1) and (2.5 Y 6/6) fine SAND with 8 SW trace silt, wet, firm

0 11 244 24-26 feet

negative 24 0 7 25 0-24" Gray (2 Y 6/1) and (2.5 Y 6/6) fine SAND with 11 trace silt, wet, firm

0 14 26no 26-28 feet

negative 15 0 count 27 0-15" Gray (2 Y 6/1) and (2.5 Y 6/6) fine SAND with pushed trace silt, wet, firm

0 heave 28 3 feet heave

29

30

31

32

33

34

35

36

37

38

39

40



Drilling

AR302057







0-2 feet

1 Asphalt- gravel pack over sandFILL

2 2-4 feet

negative 19 7 SM 0-7" Gray (2 Y 5/1) medium SAND with some silt0 4 3 7-19" Gray (2 Y 5/1) silty CLAY with trace sand, soft

30 3 4 CL 4-6 feet

negative 19 2 0-15" Gray (2 Y 5/1) silty CLAY with trace sand, soft0 2 5 15-19" Gray(2 Y 6/1) fine SAND with trace silt, wet

40 5 6 6-8 feet

negative 15 4 0-4" Gray(2 Y 6/1) fine SAND with trace silt, wet4 7 4-15" Grayish brown, fine silty SAND with trace clay45 8 8-10 feet

negative 20 8 SAME AS ABOVE less silt8 9 hydraulic line leaking on rig

103 10 10-12 feet

negative 22 2 0-11" grayish brown (6/2) CLAY with some silt, soft3 11 11-20" (5/2) - (6/2) silty fine SAND soft, wet23 12 12-14 feet

negative 22 1 0-22" (6/2) fine SAND with trace silt, wet2 136 14-16 feet

11 14 (6/1) with (6/6) fine SAND with trace silt, wetnegative 17 6

6 15 16-19 feet

7 soft- SAME AS ABOVE6 16

20 62 1711 181

19

20



Drilling

AR302058




Casing Below Surface: N/A Water Level N/A Start Finish Reference Elevation: N/A Time - Reference Desc: N/A Date



20-22 feet

negative 26 21 ML 0-14" (2 Y 6/6) to (2 Y 6/8) sandy very fine SILT grading into silty clay

3 22 14-26" (2 Y 6/8) silty fine SAND6

negative 14 6 23 SW6 22-24 feet8 24 gleyl (6/1) fine SAND with trace silt, wet

25 3 foot heave

26 Called due to heave and hydraulic leak

27

28

29

30

31

32

33

34

35

36

37

38

39

40



Drilling

AR302059





ReferenceSudan Inches Dpth. Sample PID Blows Depth USCS Surface Conditions: Grass


0-4 feet

1 Augered very dark gray, fine SILT and fine SAND,wood, debris

2FILL 4-6 feet

3 0-9" Grayish brown CLAY with trace of some fine SAND, soft, high plasticity

4negative 9 0 5 6-8 feet

5 5 CL 0-18" Gray ( 2 Y 6/1) mottled ( 2 Y6/6) CLAY, high 0 3 plasticity, firm

4 6 18-19" Light brown gray (2 Y 6/2), fine SAND and some negative 19 0 3 SC clay

3 7 8-10 feet

0 5 0-17" Gray (2 Y6/1 -6/7) mottled fine SAND with trace silt, 5 8 SM slight sheen, negative on sudan


8 9 0-12" Gray (2 Y6/1 -6/7) mottled fine SAND with trace silt, 0 8 slight sheen, negative on sudan

9 10 12-14 feet

negative 12 0 3 0-19" 2 Y 7/1 and 7/6 fine SAND with trace silt, wet2 11

0 2 14-16 feet

2 12 0-18" SAME AS ABOVEnegative 19 0 1 18"- (2 Y 6/6) thin SILT layer

3 13 18-19" gray, (5/1) fine SAND with trace clay, wet0 5

4 14 16-18 feet

negative 19 0 6 0-9" SAME AS ABOVE6 15 9-17" gray (5/1) fat CLAY, soft, high plasticity

0 42 16 18-20 feet

negative 17 0 0-10" SAME AS ABOVE17 10-14" Gray (2 Y 5/1) SAND fine and CLAY

0 14-17" Gray (2 Y 5/1) CLAY 18 CL 17-23" Gray (2 Y 5/1)- 5/6) mottled, SILT with trace clay

negative 23 0 11 19 SC

0 1 CL1 20 ML



Drilling

AR302060





ReferenceSudan Inches Dpth. Sample PID Blows Depth USCS Surface Conditions: Grass


0 2 ML 20-22 feet

negative 20 3 21 0-4" Gray (2 Y 5/1)- 5/6) mottled, SILT with trace clay0 4 4-20 "(2 Y 7/1 and 6/6) fine SAND wet, trace silt

5 22 2 mm scale layers, with slight color variations0 2


0 11 0-22 "(2 Y 7/1 and 6/6) fine SAND wet, trace silt11 24 SW 2 mm scale layers, with slight color variations

0 12 24-26 feet

negative 24 19 25 0-24 "(2 Y 7/1 and 6/6) fine SAND wet, trace silt0 31 2 mm scale layers, with slight color variations

26 26-28 feet

24 0-24 "(2 Y 7/1 and 6/6) fine SAND wet, trace siltnegative 24 26 27 2 mm scale layers, with slight color variations

2725 28 Called at 28 feet due to dense sands

29

30

31

32

33

34

35

36

37

38

39

40



Drilling

AR302061

Job. No. Client: Location:EA Engineering, Science, 1453011 EPA/AWI Superfund Site Task 3.4D

and Technology, Inc. Drilling Method: Direct Push Boring No.

LOG OF SOIL/ROCK BORING Sampling Method:N/ACoordinates: N 3459934.95 E 12126379.52 Sheet 1 of 1Surface Elevation: N/A

Casing Below Surface: N/A Water Level N/A Start FinishReference Elevation: N/A TimeReference Desc: N/A Date



0-4 feet

28 0 1 0-5" Dark brown (10 YR 3/3) SILT, fine SAND, organics5-28" Tan (2 Y 5/3) fine to medium SAND poorly sorted

2 with some shell material intermittent .5 cm clay layers

0 3

0 4 4-8 feet

0-6" Light olive brown (2 Y5/3 ) SILT with red6 5 FILL specks (paint?) and gravel. DNAPL observed on rod 6-8 ft

0 6

7

8 8-12 feet

0-21" Flakes of wood, sawdust, and reddish brown SILT29 0 9 21-29" Gray (2.5 Y 6/1) fine SAND trace silt, wet

DNAPL on exterior of 0-21" BUT NOT IN SOIL0 10

0 11

0 12 SW 12-16 feet

0-19" Gray (2.5 Y 6/1) fine SAND trace silt, we,t firm,21 0 13 well sorted

19-21" Gray (2.5 Y 6/1) fine to medium SAND trace silt,0 14 poorly sorted, wet

0 15

0 16 16-20 feet

SP 0-8" Gray (2 Y 6/1) fine to medium SAND trace silt poorly10 0 17 sorted, wet, odor

8-10" Greenish Gray (5 GY 6/1) fine SAND mottling firm0 18

0 19

0 20 20-24 feet

0-24" Gray (2.5 Y 6/1) with orangish mm scale layers fine24 0 21 SAND trace silt, wet, firm

0 22

0 23

0 24 Boring Terminated at 24 ft bgs


Drilling Contractor: IMS Driller: Keith

3.8-26

Drilling

2:30 4:30

AR302062







0-4 feet

32 1 0-9" Dark brown (10 YR 3/3) to Black (10YR 2/1) GRAVEL,SAND, SILT

2 FILL 9-29" Tan fine SAND trace silt, moist trace gravel and shellfragments

3 29-32" Gray ( 2.5 Y 5/1) fine SAND trace of mica and shellfragments, moist

4 4-8 feet

0-13" Light olive brown (2.5 Y 5/3) CLAY, trace fine sand34 5 13-17" Light olive brown (2.5 Y 5/3) CLAY grading to fine SAND,

CL wet6 17-22" Light olive brown (2.5 Y 5/3) mottling fine SAND,

some CLAY7 22-34" Light olive brown (2.5 Y 5/3) CLAY, soft, medium plasticity

8-12 feet

8 0-18" Gray ( 2.5 Y 5/1) fine to medium SAND with shell fragments,SW trace silt

48 9 18-27" Light olive brown (2.5 Y 5/3) CLAY and fine SAND, soupy27-37" Gray (2 Y 6/1) fine SAND well sorted, trace silt

10 CL 37-42" Olive yellow (2.5Y 6/6) fine SAND well sorted trace somesilt, wet

11 SW12-16 feet

12 0-26" Olive yellow (2.5Y 6/6) fine SAND well sorted trace somesilt, wet with some shell fragments

42 13 26-42" Grayish brown (2.5 4/2) fine SAND with layer mm scale ofolive yellow (2.5Y 6/6) fine SAND well sorted trace silt, wet

14

1516-20 feet

16 No recovery except 2" shoe Gray (2.5 Y 5/1) CLAY with somefine SAND semi plastic

NR 17

18 NR

19

20 CL Boring Terminated at 20 ft bgs

0 21

0 22

0 23

0 24



3.8-27

Drilling

7:30 9:30

AR302063



LOG OF SOIL/ROCK BORING Sampling Method: N/ACoordinates: N 3459940.28 E 12126493.38 Sheet 1 of 1Surface Elevation: N/A

Casing Below Surface: N/A Water Level Start FinishReference Elevation: N/A TimeReference Desc: N/A Date 2:00 4:00



0-4 feet

22 0 1 0-7" Dark brown (10 YR 3/3) SILT and fine SAND with organicsFILL 7-20" Light brown poorly sorted medium SAND and gravel (fill)

0 2 20-22" Medium brown CLAY and SILT, soft meduim plasticity,moist

0 34-8 feet

0 4 0-19" Medium brown silty CLAY, soft plasticityCL 19-29" Gray (2.5 Y 5/1) clayey fine to medium SAND poorly sorted

46 0 5 29-46" Gray (2.5 Y 5/1) with Olive Yellow (2y 6/1) mottling fineSAND, SILT, and CLAY, soft, medium plasticity

0 6

0 7 SP8-12 feet

0 8 SM 0-48"Gray (2.5 Y 5/1) fine SAND trace some silt, wet, .5 cmscale clay layers throughout

48 0 9

0 10 SM

0 1112-16 feet

0 12 0-25" Gray (2.5 Y 5/1) fine SAND trace silt, wet, firm, well sorted

25 0 13

14

0 1516-20 feet

16 0-25" Gray (2.5 Y 5/1) fine SAND trace silt, wet, firm, wellsorted, but soupy

25 0 17

18SW

0 1920-24 feet

0 20 0-48" Gray (2.5 Y 6/1) fine SAND, trace silt, wet, firm

48 0 21

0 22

0 23




3.8-28

Drilling

AR302064



LOG OF SOIL/ROCK BORING Sampling Method:N/ACoordinates: N 3459954.42 E12126357.44 Sheet 1 of 1Surface Elevation: N/A




0-4 feet

28 0 1 0-5" Dark Brown (10 YR 3/3) SILT and fine SAND, organics5-28" Light olive brown (2.5 Y 5/3) fine to medium SAND with shell

0 2 FILL fragments, mica, gravel, moist

0 34-8 feet

0 4 0-5" Light olive brown (2.5 Y 5/3) fine to medium SAND with shellfragments, mica, gravel, moist

34 0 5 ML 5-16"Gray (2.5 Y 5/1) SILT, firm16-34" Gray (2.5 Y 5/1) CLAY trace silt, firm high plasticity,

0 6 with some Olive Yellow (2y 6/1) mottling

0 78-12 feet

0 8 0-14" Gray (2.5 Y 5/1)CLAY trace silt, firm high plasticity,with some Olive Yellow (2y 6/1) mottling

48 0 9 CL 14-24"Gray (2.5 Y 5/1) CLAY and fine SAND, soupy with OliveYellow (2y 6/1) layers

0 10 24-48" Gray (2.5 Y 6/1) fine SAND with .5 cm scale CLAY layersthroughout

0 1112-16 feet

0 12 0-36" Gray (2.5 Y 6/1) SAND trace CLAY, wet, well sorted

36 0 13

0 14

0 1516-20 feet

0 16 SC 0-18" Gray (2.5 Y 6/1) fine to medium SAND trace CLAY, poorlysorted, wet

27 0 17 18-20" Gray (2.5 Y 5/1) fine to medium SAND trace clay,poorly sorted

0 18 20-22" Gray (2.5 Y 5/1) shell fragments and CLAY22-27" Light olive green SILT trace roots

0 19ML 20-24 feet

0 20 0-24" Gray (2.5 Y 6/1) with large layers of fine SAND trace silt,firm, wet

24 0 21

0 22 SW

0 23

0 24



3.8-29

Drilling

AR302065




Casing Below Surface: N/A Water Level N/A Start FinishReference Elevation: N/A TimeReference Desc: N/A Date 9:15 am 11:00



0-4 feet bgs

29 0 1 FILL 0-5" Dark Brown (10 YR 3/3) SILT and fine SAND with organics6-9" Reddish tan fineto medium SAND with gravel, poorly sorted

2 9-29" Gray (2.5 Y 5/1) , fine SAND with trace of silt and gravel,poorly sorted

0 3 SP4-8 feet

0 4 0-9" Light brownish gray silty CLAY firm to medium plasticity9-38" Gray (2.5 Y 5/1) CLAYwith some Olive Yellow (2y 6/1)

44 0 5 mottling firm to high plasticityCL 38-44" Gray (2.5 Y 5/1) clayey fine SAND, wet

0 6

0 78-12 feet

0 8 0-10" Gray (2.5 Y 5/1) CLAY and fine SAND, soft10-40" Gray (2.5 Y 5/1) with organish layers clayey fine SAND,

48 0 9 SC soft40-48" Gray (2.5 Y 6/1) and orangish layers of fine SAND with

0 10 some silt, wet- cressote at tip of shoe

0 11SM 12-16 feet

0 12 0-38" Gray (2.5 Y 6/1) and orangish layers of fine SAND withsome silt, soupy, poorly sorted No DNAPL

38 6 13

0 14

0 15 SP16-20 feet

0 16 0-39" Gray (2.5 Y 6/1) and orangish layers of fine SAND withsome silt, wet

48 0 17 39-41" Black (10 YR 2/1) DNAPL soaked find SAND41-46" Gray (2.5 Y 5/1) CLAY soft plasticity

0 18 CL 46-47" Green firm SAND47-48" Gray (2.5 Y 5/1) fine SAND trace silt

0 1920-24 feet

0 20 0-20" Gray (2.5 Y 5/1) fine SAND trace SILT slight sheenNO DNAPL

20 0 21SW

0 22

0 23


Logged by: D. Wilt Date:


3.8-30

Drilling

AR302066




Casing Below Surface: N/A Water Level Start FinishReference Elevation: N/A TimeReference Desc: N/A Date

ReferenceSudan Inches Dpth. Sample PID Blows Depth USCS Surface Conditions:On berm of pond, grassy


0-4 feet bgs

39 0 1 0-33" Dark Brown (10 YR 3/3) SILT, SLAG, WOOD, SAND fill withBrick 14-16"

0 2 FILL 33-39" Black (10 YR 2/1) fine SAND and SILT dry loose

0 3

0 4 4-8 feet

0-17" Grayish tan SILT dry loose trace fine SAND36 0 5 ML 17-33" Grayish tan Clay with some fine SAND high plasticity,

trace some fine SAND grading0 6 33-36" Gray (2.5 Y 5/1) with Olive Yellow (2y 6/1) mottling fine

CL SAND with some silt loose0 7 36-48" Gray (2.5 Y 6/1) with Olive Yellow (2y 6/1) mottling CLAY

SM high plasticity, slight cressote odor but no product or PID hit, moist0 8 8-12 feet

CL 0-17.5" Gray (2.5 Y 6/1) with Olive Yellow (2y 6/1) mottling CLAY35 1.2 9 high plasticity - slight cressote odor but no product or PID hit, Moist

17.5-35" Gray (2.5 Y 6/1) and orangish layers of fine SAND with11.2 10 subordinate .5 cm scale CLAY layers, loose sand, plastic clay,

DNAPL~ 25% of volume throughout soaked12.7 11 SP

12-16 feet

3.8 12 0-34" Gray (2.5 Y 6/1) and orangish layers of fine SAND withsubordinate .5 cm scale CLAY layers, loose sand, plastic clay,

48 6.3 13 but soupy sheen throughout, Visable DNAPL ~20% of area34-48" Light olive brown (2.5 Y 5/3) fine SAND well sorted firm,

5.4 14 no visable DNAPL

4.3 15 SW16-20 feet Lost bottom recovery down hole

3.4 16 0-10" Light olive brown (2.5 Y 5/3) fine SAND well sorted firm,CL no visable DNAPL-Bottom 3"-product DNAPL sitting on top of clay

13 0 17 10-12" Gray (2 YR 4/1) CLAY light plasticity, odor12-12.5" Clay clasts

3.5 18 SP 12.5-13" Olive green silty fine to medium SAND, poorly sorted

1.2 1920-24 feet

0 20 0-18"Gray (2.5 Y 6/1) and orangish layers of fine SAND with tracesilt firm, no DNAPL

20 21 18-48" Gray (2.5 Y 5/1) fine to meduim SAND with trace someSP silt, poorly sorted

22

23

24 Boring Terminated at 24 ft bgs



3.8-31

Drilling

7:30 9:00

AR302067







0-4 feet

34 0 1 0-10" Dark Brown (10 YR 3/3) SILT and very fine sand organics,roots

0 2 FILL 10-30" Medium brown silty medium SAND (fill) trace gravel, organicsmell, not NAPL smell

8.2 3 30-34" Meduim gray fine SAND trace silt wet4-8 feet

0.9 4 No Recover, Water

NR 5

6 NR

78-12 feet

8 CL 0-4" Gray (2.5 Y 5/1) CLAY soft high plasitcity4-12" Gray (2.5 Y 6/1) with Olive Yellow (2y 6/1) fine sand layers

12 9 with silt, wet, firm, poorly sorted

0 10

0 1112-16 feet

12 0-35" Gray (2.5 Y 6/1) with Olive Yellow (2y 6/1) mm scale layersSP with fine SAND trace clay, wet, poorly sorted

35 13

14

1516-20 feet

16 0-12" Gray (2.5 Y 6/1) with Olive Yellow (2y 6/1) mm scale layersfine SAND trace clay, wet, poorly sorted

12 17

18

1920-24 feet

20 0-12" Gray (2.5 Y 6/1) fine SAND, firm, well sorted, trace silty andshell material, poorly sorted

12 21

22 SW

23




3.8-32

Drilling

10:00 11:30

AR302068







0-4 feet

6 1 Black (10 YR 2/1) SILT and creosote wood

2

3 FILL4-8 feet

0 4 0-18" Black (10 YR 2/1) sawdust soaked with creosote18-31" Gray (2.5 Y 6/1) CLAY soft

48 16.5 5 31-38" Gray (2.5 Y 5/1) to Black (10 YR 2/1) fine SAND someCLAY creosote soaked

11.2 6 38-48" Gray (2.5 Y 5/1) /red/Olive Yellow (2y 6/1) mottled CLAYfirm, hard, dry, roots

48 78-12 feet

0 8 CL 0-25" Gray (2.5 Y 5/1) /red/Olive Yellow (2y 6/1) mottled CLAYfirm in hand, dry, roots with DNAPL along roots

34 0 9 25-29" Black (10 YR 2/1) fine to medium SAND saturated withDNAPL

53 10 29-34" Light orangish brown fine SAND trace silt NAPL in discretelayers ~10%

21 1112-16 feet

12 0-35" Black (10 YR 2/1) soupy fine SAND, some silt, creosotesoaked

40 29 13 35-40" Gray/ Black (10 YR 2/1) fine SAND, trace silt, firm,cresoste soaked 50%

21 14SP

1516-20 feet

16 Gray (2.5 Y 6/1) with orangish mm scale layers fine SAND tracesilt well sorted DNAPL at 10-12" and 22-24"

24 24.2 17

11.2 18

1920-24 feet

20 0-21" Gray (2.5 Y 6/1) and mm scale Olive Yellow (2y 6/1) layersfine SAND trace silt firm NO DNAPL, well sorted

21 21

22 SW

23




3.8-33

Drilling

5:00 6:45

AR302069







0-4 feet ROD hit Wood Offset19 0 1 0-6" Brown SILT, fine SAND, coal

6-19" Light olive brown (2.5 Y 5/3) medium SAND brick0 2 (poorly sorted)

0 3 FILL4-8 feet

4 0-16"Medium brown medium to coarse SAND with some silt,wood at 16-18"

20 0 5 18-20" Dark gray fine SAND trace silt, wet

0 6

7 SP8-12 feet

0 8 0-4" Dark gray fine SAND trace silt, wet4-14"Medium gray CLAY trace fine SAND soft, high plasticity

16 0 9 CL 14-16" Medium light layered fine SAND trace silt, wet, slightodor and sheen

0 10

0.5 1112-16 feet

12 SP 0-34" Medium light layered fine SAND trace silt with .5 cm scaleCLAY layers and layers of DNAPL impacted fine SAND trace CLAY

34 13 trace CLAY ~20% of area

14

1516-20 feet

16 0-10" Medium gray CLAY soft high plasticity10-12" Dark gray fine SAND with some clay, DNAPL

28 0 17 CL 12-28" Fine SAND medium gray well sorted trace siltDNAPL ~50% of area lighter, not black

5.2 18

15.4 1920-24 feet

20 No Recovery Assume Impacted

NR 21

22 SW

23

24



3.8-34

Drilling

12:30 2:30

AR302070







NO NAPL PID = 036 25 24-28 feet

0-36" Gray (2.5 Y 6/1) fine SAND trace silt, firm, wet, well sorted26

27




3.8-34

Drilling

12:30 2:30

AR302071





ReferenceSudan Inches Dpth. Sample PID Blows Depth USCS Surface Conditions:On berm of pond, grassy


0-4 feet

33 0 1 0-6" Topsoil Dark Brown (10 YR 3/3) SILT and fine SAND,organics, wet

0 2 6-10" Wood10-15" Black (10 YR 2/1) creosote soaked CLAY

48 3 15-33" Black (10 YR 2/1) fill, SAND SILT SLAG stained withcreosote

12 4 FILL 4-8 feet

0-7" White concrete type material37 0 5 7-15" Black (10 YR 2/1) creosote soaked medium SAND (fill)

15-21" Black/ redish brown CLAY0 6 21-37" Black (10 YR 2/1) creosote soaked medium SAND (fill)

1.2 78-12 feet

6.2 8 0-37" Black (10 YR 2/1) and Gray (2.5 Y 6/1) fine SAND trace silt- creosote ~25% of area

37 3.2 9

1.2 10 SW

6.9 1112- 16 feet

9.8 12 Rock in spoon, no recovery quartz pebbles

NR 13NR

14 GC?

1516-20 feet

16 0-18" Gray (2.5 Y 6/1) fine sand trace silt wet,DNAPL ~10% of area

18 17

18

1920-24 feet

20 SW 0-12" Gray (2.5 Y 6/1) fine sand trace silt wet NO DNAPL, poorrecovery due to sluff

12 21

22

23




3.8-35

Drilling

AR302072



LOG OF SOIL/ROCK BORING Sampling Method:N/ACoordinates: N 346.0070.22 E 12126528.27 Sheet 1 of 1Surface Elevation: N/A




0-4 feet

34 1 0-34" Dark Brown (10 YR 3/3) SILT with some fine to mediumsand, organics roots

2 FILL

34-8 feet

4 No Recovery

NR 5

6

7 NR8-12 feet

8 No Recovery

NR 9

10

1112-16 feet

12 0-24" Gray (2.5 Y 6/1) with orangish mm scaled layers fine SANDwith trace silt, firm, wet

24 13

14

15SP 16-20 feet

16 0-22" Gray (2.5 Y 6/1) with orangish mm scaled layers fine SANDwith trace silt, firm, wet

22 17

18

1920-24 feet

20 No RecoveryNo indication of DNAPL on Geoprobe rods

NR 21

22 NR

23




3.8-36

Drilling

2:45 4:30

AR302073







0-4 feet

32 0 1 0-8" Dark Brown (10 YR 3/3) SILT and medium SAND, organics8-28" Dark Brown (10 YR 3/3) SILT and GRAVEL fill

0 2 FILL 28-32" Black (10 YR 2/1) (product) SILT and SLAG

6.7 34-8 feet

4 0-11" Black (10 YR 2/1) NAPL soaked SILT and SAND soupySM with NAPL 4-6"

17 5 11-17" Gray clayey fine SAND with ~50% NAPL, wet

6SC

78-12 feet

8 No recovery

NR 9

10 NR

1112- 16 feet

12 0-34" Light olive brown (2.5 Y 5/3) fine SAND with layers oforangish silty fine SAND and heavy mineral layers wet

34 13 poorly sorted

14

1516-20 feet

16 0-26" Gray to and orangish layers of fine SAND some siltLNAPL detected 0-12"

26 17

18SP

1920-24 feet

20 0-28" Gray to and orangish layers of fine SAND, some silt, wet

28 21

22

23




3.8-37

Drilling

8:00 9:30

AR302074







0-4 feet

32 0 1 0-8" Dark Brown (10 YR 3/3) SILT and fine SAND organics8-32" Gray (2.5 Y 5/1) with Olive Yellow (2y 6/1) mottling SILT

0.8 2 SM with fine SAND clay, firm

0 34-8 feet

0 4 0-22" Gray (2.5 Y 5/1) fine CLAY trace fine SAND firmhigh plasticity

38 62.1 5 CL 22-38" Gray (2.5 Y 5/1) fine SAND trace silt, odor, sheen LNAPL

16 6

35.1 78-12 feet

32 8 0-36" Gray (2.5 Y 5/1) with mm scale Olive Yellow (2y 6/1)banding wet firm fine SAND trace silt

36 9

10SP

1112-16 feet

12 0-40" Gray (2.5 Y 5/1) with mm scale Olive Yellow (2y 6/1)banding wet firm fine SAND trace silt

40 13

14

1516-20 feet

16 No Recovery, no indication of DNAPL on geoprobe rod

17

18 NR

1920-24 feet

20 Gray (2.5 Y 5/1) with mm scale Olive Yellow (2y 6/1)banding fine SAND trace silt, wet, firm, well sorted

21SW

22

23




3.8-38

Drilling

4:00 6:00

AR302075







0-4 feet

22 0 1 0-8" GRAVEL, Dark Brown (10 YR 3/3) SILT, and organicsFILL 8-15" Medium brown with Olive Yellow (2y 6/1) mottling SILT with

0 2 roots, brittle15-22" Gray (2.5 Y 5/1) SILT and fine SAND, trace clay, dry,

0 3 odor at tip of shoe4-8 feet

2.2 4 SM 0-24" Gray (2.5 Y 5/1) CLAY trace silt, semi plastic, odor butno visable NAPL, slight sheen on clay core

48 5.7 5 CL 24-48" gray very fine to fine SAND trace clay, wet, odor

24.9 6

11.2 78-12 feet

6.6 8 SP 0-22" gray with Olive Yellow (2y 6/1) mm scaled layers of fineSAND well sorted trace some silt, wet

36 0 9 22-36" Gray (2.5 Y 6/1) fine SAND with some CLAY, wet

0 10

0 11 SC12-16 feet

0 12 0-48" Light olive brown (2.5 Y 5/3) with Olive Yellow (2y 6/1) mmscale layers, fine SAND, well sorted, trace Silt, wet to soupy

48 0 13

0 14

0 1516-20 feet


48 0 17

0 18 SW

0 1920-24 feet


48 0 21 30-48" Gray (2.5 Y 5/1) very fine SAND, trace silt, wet, firm

0 22

0 23




3.8-39

Drilling

8:40 10:15

AR302076







0-4 feet

38 0 1 FILL 0-7" GRAVEL and Black (10 YR 2/1) silt7-19" Olive Yellow (2y 6/1) SILT with some clay, moist, hard

0 2 19-30" Light olive brown (2.5 Y 5/3) SILT with trace of CLAY,ML cumbly, dry

0 3 30-38" Moderate Brown (5 YR 4/4) with Olive Yellow (2y 6/1)mottling CLAY with some very fine sand, medium plasticity

0 4 CL 4-8 feet

0-9" Medium brown with Olive Yellow (2y 6/1) mottling grading into33 1.9 5 CLAY and very fine SAND

9-33" Light Brownish Gray (5 YR 6/1) fine SAND with some trace2.1 6 silt grading 33%, wet, smear zone

* 15-18" Sheen and odor, no visable NAPL, top of water table47.8 7

8-12 feet

0 8 SP 0-12" Gray (2.5 Y 6/1) fine SAND trace silt wet well sorted12-26"Light orangish gray fine SAND, some silt, wet

35 0 9 26-35" Light orangish gray fine SAND, some silt, wet

0 10

0 1112-16 feet

0 12 0-13" Gray (2 Y 5/1) to Gray (2 YR 4/1) fine SAND well sortedtrace silt, wet

43 0 13 13-25" Light orangish gray fine SAND with some silt, wet25-42" Light grayish tan with mm scale Olive Yellow (2y 6/1) layers

0 14 fine SAND well sorted, trace silt, wet

0 1516-20 feet

0 16 SW 0-25" Light grayish tan with mm scale Olive Yellow (2y 6/1) layersfine SAND well sorted, trace silt, wet

47 0 17 25-36" Orangish fine SAND with some silt, soupy36-46" Gray (2.5 Y 5/1) shell fragmnet and CLAY

0 18

0 1920-24 feet

0 20 CL 0-40" Soupy light gray fine SAND trace silt40-48" Gray (2.5 Y 5/1) very fine SAND well sorted trace silt, wet

48 0 21 PID = 0

22 SW

23




3.8-40

Drilling

6:45 8:30

AR302077







0-4 feet

35 1 0-35" FILL, Dark Brown (10 YR 3/3) SILT, gravel, brick and SANDFILL 25-35" DNAPL soaked- SILT and very fine SAND

2

3ML 4-8 feet

4 0-4" Little recovery at 6" Black (10 YR 2/1) to Gray (2.5 Y 5/1)CLAY with some fine sand, creosote and DNAPL soaked

4 5 with fingersCL

6

78-12 feet

8 0-29" Gray (2.5 Y 5/1) and Black (10 YR 2/1) , fine SAND somesilt, wet, well sorted, ~50% soaked with DNAPL throughout

29 9

5.6 10

1112-16 feet

12 0-18" Gray (2.5 Y 5/1) and Black (10 YR 2/1) , fine SAND somesilt, wet, well sorted, ~25% soaked with product

36 7.2 13 18-36" Gray (2.5 Y 6/1) fine SAND trace silt, firm, wet, well sortedno visable product

7.4 14

0 15 SW16-20 feet

0 16 0-18" Gray (2.5 Y 6/1) fine SAND trace silt, ~15% DNAPL wet, wellsorted, soaked

18 17

18

1920-24 feet

20 0-12" Gray (2.5 Y 6/1) fine SAND no impact, wet, firm, well sorted0

12 210

22

23




3.8-41

Drilling

4:00 5:45

AR302078




Casing Below Surface: N/A Water Level Start FinishReference Elevation: N/A TimeReference Desc: N/A Date 14:30



0-4 feet

0 1 0-7" Gray (2.5 Y 4/1) top soil with little sand, little organics7-15.5" Dark grayish brown clayey fine SAND, moist, firm

0 2 15.5-19.5" Sandy CLAY, wood at 29" DNAPL present19.5-32.5" Gray (2.5 Y 5/1) fine SAND with some silt DNAPL

0 3 present, moist firm

0 4 4-8 feet

0-28" Dark gray (2.5 Y 4/1) SAND, medium grained, wet, firm0 5 28-33" Gray (2.5Y 4/1) CLAY, wet, firm, high plasticity

33-34" Black (10 YR 2/1), wood, wet3.4 6 34-48" Gray (2.5Y 4/1) CLAY,medium sand, high plasticity,

wet, firm7 4'-8' DNAPL present as creosote

1.28 8-12 feet

0-20" DNAPL present as black liquid, gas smell in gray (2.5Y 5/1)9 medium grained sand, wet, firm

12 10

11

12 12-16 feet

0-48" DNAPL prsent in gray (2.5Y 5/1) medium sand, wet, shiny56 13 residue, firm, gas smell

14

14 15

16 16-20 feet

0-48" Gray (2.5Y 5/1) medium sand wet, firm, DNAPL present,17 shiny residue, oily residue, gas smell

18

19

20 20-24 feet

0-48" Gray (2.5Y 5/1) medium sand wet, firm, DNAPL present,21 shiny residue, oily residue, gas smell

22

23

24

Logged by: M. Whitehead Date: 06/23/2009


48/48

48/48

48/48

3.8-42

Drilling

11:15

48/32.5

48/48

48/20

FILL

SP

CL

SP

AR302079







24-28 feet

25 25.5' DNAPL present in gray sand27-28 feet, faint DNAPL smell, no appearance of DNAPL

26

27




3.8-42

Drilling

11:15

SP

AR302080







0-4 feet

34 0 1 0-32" FILL Dark Brown (10 YR 3/3) SILT, SAND, gravel, woodFILL 32-34" Gray (2.5 Y 5/1) SILT with fine sand, moist

0 2

0 34-8 feet

0 4 0-14" Gray (2.5 Y 5/1) SILT with fine sand, wetML 14-38" Gray (2.5 Y 5/1) fine SAND with some trace SILT, wet.

38 0 5

0 6

0 78-12 feet

0 8 0-36" Gray (2.5 Y 6/1) fine SAND trace silt, firm, wet

36 0 9

0 10

0 1112-16 feet

0 12 0-39" Gray (2.5 Y 6/1) fine SAND trace silt, firm, wet

39 0 13

0 14 SW

0 1516-20 feet

0 16 0-40" Gray (2.5 Y 6/1) fine SAND trace silt, wet, soupy

40 0 17

0 18

0 1920-24 feet

0 20 0-48" Gray (2.5 Y 6/1) fine SAND trace silt, wet, soupy

48 0 21

0 22

0 23




3.8-43

Drilling

4:30 5:45

AR302081







0-4 feet

29 0 1 0-8" Light olive brown (2.5 Y 5/3) gravel FILL with some silt8-29" Dark Brown SILT with some fine sand and gravel trace coal

2 FILL (small fragments) moist

34-8 feet

0 4 0-35" Grayish brown medium SAND trace clay, wetpoorly sorted

35 5

6

0 78-12 feet

0 8 0-48" Gray fine SAND with trace clay, wet, slight odorpoorly sorted

48 0 9

10 SP

0 1112-16 feet

12 0-48" Gray fine SAND with trace clay, wet, slight odor

48 0 13

14

1516-20 feet

0 16 0-6" Gray fine to medium SAND trace clay6-12" Medium gray shell fragments and fine SAND with some clay

12 0 17

18

19SC


21

22

23

24



3.8-44

Drilling

AR302082





ReferenceSudan Inches Dpth. Sample PID Blows Depth USCS Surface Conditions:Gravel


0-4 feet

34 0 1 0-10" Gravel fill10-32" Fill Dark Brown (10 YR 3/3) to Black (10 YR 2/1) CLAY

0 2 Fill and SILT with some gravel and sand32-34"+ shoe grayish brown with yellow Olive Yellow (2y 6/1)

0 3 mottling, CLAY with some fine SAND, moist4-8 feet

0 4 CL 0-7" Grayish brown CLAY and fine SAND7-17" Grayish brown fine SAND with some CLAY grading trace silt

34 0 5 17-34" Gray (2.5 Y6/1) Gray (2.5 Y 5/1) banded SAND well sortedtrace silt (Gray (2.5 Y 5/1) ), wet, slight odor, (No Product)

0 6 SC

0 78-12 feet

0 8 0-15" Gray and Gray (2.5 Y 5/1) banded SAND well sorted trace42 silt (Gray (2.5 Y 5/1) ), wet, slight odor, (No Product)

0 9 15-27" Light brown grading to orangish brown with increase in siltcontent, fine SAND trace to some silt, wet

0 10 27-31" Light brown grading to orangish brown with increase in siltcontent, fine SAND trace to some silt, wet, DNAPL detected

0 11 (no PID response) creosote odor - on top of .5 cm clay layer31-42" Light orangish brown fine SAND trace silt, wet, well sorted

0 12 12-16 feet

0-21" Gray (2.5 Y 6/1) to Gray (2.5 Y 5/1) fine SAND well sorted36 0 13 trace silt, wet

21-36" Orangish brown to light brown fine SAND well sorted, wet0 14 trace silt

0 1516-20 feet

0 16 0-23'' Orangish brown to light brown fine SAND well sorted, wettrace silt

36 0 17 23-29" Olive Yellow (2y 6/1) fine SAND some silt, wet29-36" Gray (2.5 Y 5/1) shell fragments and fine SAND

0 18 SW

0 1920-24 feet PID = 0

0 20 0-40" Fine SAND well sorted trace silt40-44" Shell fragments

48 0 21 44-48" Gray fine SAND well sorted, trace silt

0 22

0 23




3.8-45

Drilling

AR302083







0-4 feet

18 0.7 1 0-5" Gravel and silt fillFILL 5-12" Black (10 YR 2/1) to Dark Brown (10 YR 3/3) SILT and very

0 2 fine SAND12-18" Gray (2.5 Y 5/1) with Olive Yellow (2y 6/1) mottling CLAY

0 3 with some fine SAND, firm, medium plasticity4-8 feet

0 4 CL 0-15" Gray (2.5 Y 5/1) with Olive Yellow (2y 6/1) mottling CLAYwith some fine SAND, soft, wet

34 0 5 15-34"Gray (2.5 Y 5/1) fine SAND some silt, wet, firm, well sorted

0 6

0 78-12 feet

0 8 0-32" Gray (2.5 Y 6/1) fine SAND trace some silt, wet, firm

32 0 9

0 10

0 11 SW12-16 feet

0 12 0-24" Gray (2.5 Y 6/1) fine SAND trace some silt, wet, firm

24 0 13

0 14

0 1516-20 feet

16 0-18" Gray (2.5 Y 6/1) fine SAND trace to some silt, wet, firm18-29" Gray (2 YR 4/1) shell material trace silt and CLAY, wet

29 17

18

1920-24 feet

20 CL 0-17"Gray (2.5 Y 6/1) fine SAND, well sorted, wet, firm

17 21

22SW

23




3.8-46

Drilling

7:45 9:45

AR302084







0-4 feet

37 0 1 FILL 0-11" Gravel and silt fill light brown11-21" Black (10 YR 2/1) fill silt, sand, gravel, creosote soaked

12.2 2 21-37" Black (10 YR 2/1) fine SAND with some clay, Soaked withSC creosote, clay concentration inceasing towards 37", creosote

6.8 3 concentration decreasing towards 37"4-8 feet

0 4 NO RECOVERY

NR 5

6 NR

78-12 feet

8 0-24" Gray (2.5 Y 6/1) fine SAND to silt, wet, firm, well sorted

24 0 9

0 10

0 1112-16 feet

0 12 0-30" Gray (2.5 Y 6/1) fine SAND to silt, wet, firm, well sorted

30 0 13SW

0 14

1516-20 feet

16 0-24" Gray (2.5 Y 6/1) fine SAND to silt, wet, firm, well sorted

24 0 17

0 18

1920-24 feet

20 0-30" Gray (2.5 Y 5/1) shell material and fine SAND tracesilt, wet, firm

30 21

22SP

23




3.8-47

Drilling

AR302085







0-4 feet

0 1 0-12" Very dark gray (2.5y 3/1) topsoil, roots, and fine sands12-36" Lens of light olive brown (2.5y 5/3) course SAND and

2 dark grayish brown (2.5y 4/2) fine sand

3

4 4-8 feet

0-3" gray (2.5y 5/1) fine SAND with roots, wet,0 5 3-17" Gray (2.5y 5/1) CLAY with fine sand, wet , firm

17-29" Medium SAND, wet, firm6 29-41" (2.5y 5/1) CLAY with light olive brown (2.5y 5/5) clay with

some fine sand7

8 8-12 feet

0 0-24" Grayish brown (2.5y 5/2), medium to course SAND, some9 shells, angular, wet, firm, little gravel

24-43" Gray (2.5y 5/1) fine SAND, clean, wet, firm, <5% shell10 subrounded

11'6" to 12' (Gley 2 3/1) DNAPL present, gas odor11

12 12-16 feet

0-9" Gray (2.5y 5/1), fine sand, wet, firm0 13 9-21" Dark gray (2.5 4/1) medium sand wet, firm, 5% gravel, few

shells14 21-45" Dark gray (2.5y 4/1) fine sand, few shells, very wet,

firm, trace organics15

16 16-20 feet

No Recovery17

18

19

20 20-24 feet

0 0-22" Grayish brown (2.5y 5/2) medium sand trace gravel, wet,21 firm, with fine sand, trace shells.

22-46" Gray (5y 5/1) fine sand, wet, firm22

23




SW

48/NR

48/46

3.8-48

Drilling

48/36

48/41

48/43

48/45

Fill

SW

SP

SW

AR302086







0-4 feet

0 1 0-24" Dark greyish brown (10YR 4/2) silty SAND medium grains,dry, firm

2

3

4 4-8 feet

0 0-4" Gray (2.5Y 5/1) medium grained SAND wet with few silt5

6

7

8 8-12 feet

0 0-28" Gray (2.5Y 5/1) medium grained SAND subrounded grains9 wet, firm, with few silt

10

11

12 12-16 feet

0 0-26" Gray (2.5Y 5/1) fine to medium grained SAND wet, firm13 24-26" faint sulphur smell.

14

15

16 16-20 feet

0 Grey (2.5Y 5/1) medium grained SAND wet, firm with trace silt17 subrounded

18

19

20 20-24 feet

0 Gray (2.5Y 5/1) medium grained SAND wet, firm21

22

23




SW

SP

48/

48/

48/26

ML

SP

SW

SP

3.8-50

Drilling

48/24

48/4

48/28

AR302087







0-4 feet

0 1 0-11" SILT with few fine sands, little organics11-17" Very dark gray (2.5Y 3/1) SILT

2 17-23" Dark grayish brown (2.5Y 4/2) medium grained SAND tracegravel

3 23-37" Dark gray (2.5Y 3/1) CLAY with fine sand, few organics,wood layer at 27-28", very dry, firm

4 4-8 feet

0 0-12" Dark gray (2.5Y 4/1) Clayey SAND wet, firm, medium5 grained, subrounded

12-28" Dark gray (2.5Y 4/1) CLAY with few sand, fine grained,6 28-48" Dark gray (2.5Y 4/1) medium SAND with clay, wet, firm

7

8 8-12 feet

No Recovery9

10

11

12 12-16 feet

0 0-38" (10YR 6/1) Medium grained clean, subrounded to13 subangular beach SAND, wet, firm

14

15

16 16-20 feet

0 0-11" Gray (10YR 6/1) medium grained beach SAND, wet, firm,17 11-22" medium SAND gas smell, brown liquid with oily sheen

some sheen18 18'8"-19'7" DNAPL present in sand

19

20 20-24 feet

0 0-24" Gray (10YR 6/1) medium grained SAND, wet, firm21 23'-23'1" (1") DNAPL present, gas smell

22

23




48/48

SP

CL

ML

48/NR

48/38

48/22

48/24

3.8-51

Drilling

7:00 9:00

48/37

AR302088







0-4 feet

0 1 0-7" Very dark grey(10YR 3/1) SILT with some organics, dry, fewgravel

2 7-9" Very pale brown (10YR 7/3) lines of crushed shells9-28" Yellowish brown (10YR 5/4) SAND with silt trace gravel,

3 trace shell, moist, firm

4 4-8 feet

0 0-21" Dark grey (10YR 4/1) CLAY with fine sand, wet, firm, high5 plasticity

21-33" Dark gray (10YR 4/1) fine SAND with clay with6 brown (10 YR 4/3) mottled clay

33-45" Gray (2.5Y 5/1) CLAY with some fine sand7

8 8-12 feet

0 0-38" Grey (2.5Y 5/1) very fine SAND wet, firm9 10'9"-11'8" DNAPL present in very fine SAND, slight gas odor very

dark gray (Gley1 3/), wet, soft, and medium SAND gray wet,10 firm

11

12 12-16 feet

0 0-14" Gray (2.5Y 5/1) very fine SAND wet, firm, clean13 14-20" Light brownish gray (2.5Y 6/2) very fine beach SAND wet,

firm, clean14 20-31" Gray (2.5Y 5/1) fine SAND wet, firm

15

16 16-20 feet

0 0-9" Gray(2.5Y 5/1) fine sand trace SILT17 9-17" Light olive brown (2.5Y 5/4) medium SAND, gas smell, wet,

firm18 19'4"-20' DNAPL present

19

20 20-24 feet

0 0-4" gas odor, light olive brown (2.5Y 5/4) medium SAND with21 little course sand

4-16" Gray (2.5Y 5/1) fine SAND, wet, firm, clean22 22'4"-22'8" DNAPL present,

23




SW

48/17

48/16

3.8-52

Drilling

48/28

48/45

48/38

48/31

ML

CL

SP

SP

SW

SP

SW

SP

AR302089







0-4 feet

0 1 0-13.5" Very dark grayish brown (10YR 3/2) topsoil SILT, someorganics, little gravel

2 13.5-29" Gray (10YR 5/1) fine SAND with some silt29-35" Gray (10YR 6/1) CLAY with some sand

3

4 4-8 feet

0 0-37" Gray (2.5Y 6/1) CLAY with fine sand and little silt yellowish5 brown (10YR 5/4) mottled sand and clay throughout, moist, firm

6

7

8 8-12 feet

0 0-13" Dark grayish brown (2.5y 4/2) fine SAND with little clay9 wet, soft

13-22" Gray (2.5y 6/1) CLAY with fine sand, firm, wet,10 22-38" Fine SAND with lines of light silver brown sand,

9'11"-12' DNAPL Present11

12 12-16 feet

0 0-12" Medium gray SAND (10YR 6/1) with yellowish brown13 (10YR 5/4) mottled SAND, wet, moist, firm

14'4"-15'4" DNAPL present14

15

16 16-20 feet

No RecoveryNR 17

18

19

20 20-24 feet

No RecoveryNR 21

22

23




48/12

ML

CL

SW

SW

SP

3.8-53

Drilling

48/35

48/37

48/38

AR302090







0-4 feet

35 0 1 0-7" Dark Brown (10 YR 3/3) SILT and fine SAND, organics, moistFILL 7-17" Light olive brown (2.5 Y 5/3) fine SAND with some SILT and

0 2 slag (black)17-26" Gray (2.5 Y 5/1) SILT to fine SAND moist

0 3 SM 26-35" Gray (2.5 Y 5/1) sandy (fine) clay moist4-8 feet

0 4 0-12" Gray (2.5 Y 5/1) fine SAND with some silt, wet, firm12-26" Gray (2.5 Y 6/1) with Olive Yellow (2y 6/1) mottling CLAY,

38 0 5 ML soft, high plasticity26-38" Gray (2.5 Y 6/1) with Olive Yellow (2y 6/1) mottling fine

0 6 SAND to CLAY, interlayed with CLAYCL

0 78-12 feet

0 8 SC 0-36" Gray (2.5 Y 5/1) fine SAND wet, soupy with CLAY layers36-48" Gray (2.5 Y 5/1) with Olive Yellow (2y 6/1) layers CLAY

48 0 9 with some fine SAND.5 inch DNAPL at ~ 11ft on clay

0 10

0 11SP 12-16 feet

0 12 0-48" Gray (2 Y 6/1)/ orangish layers fine SAND trace silt wet,loose

48 13 ~15 feet tiny globules of DNAPL breaking on water surface 25% ofarea

14

1516-20 feet

16 No Recovery

NR 17NR

18

1920-24 feet

20 0-27" Gray (2.5 Y 6/1) with Olive Yellow (2y 6/1) mottling fineSAND trace SILT, wet

27 21

22 SP

23




3.8-54

Drilling

8:00 10:00

AR302091







0-4 feet

26 1 0-9" Dark Brown (10 YR 3/3) SILT and fine SAND, wood, organicsFILL 9-14" Light brown gravel and coarse SAND trace silt, dry

2 14-26" Gray (2.5 Y 6/1) fine to medium SAND trace gravel, silt withbrownish gray .5 inch clay layers

34-8 feet

4 SC 0-2" Gray (2.5 Y 5/1) fine to medium SAND, poorly sorted, wet,low recovery

2 5

6 SP

78-12 feet

8 No recovery, no indicaton of DNAPL on ROD

NR 9NR

10

1112-16 feet

12 Rock in shoe, limited recovery, Gray (2.5 Y 5/1) fine SAND tracesilt, wet, firm

4 13

14

1516-20 feet

16 0-14" gray (7.5yr 6/1) fine SAND grading to meduim, trace silt wet,firm

16 17 14-16" Strong brown (7.5 yr 5/6) fine SAND with some silt, firm,wet

18 SP

1920-24 feet

20 0-24" Sludge (NAPL?)24-38" Wet, medium sand (2.5y 3/1) very dark gray some silt, firm

38 21 < 5% gravel

22

23




3.8-55

Drilling

AR302092







0-4 feet

0 1 Fill 0-3" Organics -roots, wood pieces, grass3-15" Fine SAND with silt, firm trace organics, little clay, moist

2 15-23" (10YR 4/4) fine SAND with silt, moist, firm23-33" Dark gray (2.5Y 4/1) medium SAND, firm, rounded,

3 courseing downward

4 4-8 feet

0 No Recovery5

6

7

8 8-12 feet

0 No Recovery9

10

11

12 12-16 feet

0 0-12" (10YR 5/1) gray fine SAND, wet, firm, trace silt13

14

15

16 16-20 feet

0 0-20" gasoline smell, fine SAND, wet, firm with gray (2.5Y 6/1)17 course SAND, wet, mostly clean at 10"

18'4"-20' DNAPL present18

19

20 20-24 feet

0 0-6" Light olive brown (2.5Y 5/4) fine SAND, wet, firm21

22

23




SW

SP

48/20

48/6

3.8-56

Drilling

48/36

48/NR

48/NR

48/12

NR

SW

SP

AR302093







0-4 feet

0 1 0-13" Dark gray (2.5Y 4/1) SILT with little fine sand and feworganics and gravel

2 13-32" Black (2.5Y 2.5/1) fine grained SAND with some silt andfew organics

3

4 4-8 feet

0 0-4" Oil soaked fine grained SAND,5 4-10" Dark gray (2.5y4/1) silty CLAY

10-36" Gray (2.5y 5/1) CLAY with little fine grained sand,6 high plasticity

36-42" Gray (2.5y 5/1) fine grained SAND, wet, firm, subrounded7 42-48" Gray (2.5y 4/1) CLAY high plasticity, wet, firm

4'-4'4" DNAPL present8 8-12 feet

0 0-6" DNAPL present as oily black (2.5y 2.5/1) silty SAND with9 fine grained sand

6-18" Gray (2.5y 5/1) CLAY with little fine grained sand10 18-42" Grey (2.5y 6/1) fine grained SAND, wet, firm

8'6"- 9' DNAPL present11

120 12-16 feet

13 0-36" Grey (2.5y 6/1) medium grained SAND, wet, firm,subrounded

14

15

1616-20 feet

17 No Recovery

18

19

200 20-24 feet

21 Gray (2.5y 6/1) medium grained SAND, firm, wet, subrounded tosubangular

22

23




48/

48/NR

SP

NR

48/36 SP

SW

CL

SW

3.8-57

Drilling

48/32

48/48

48/42

ML

AR302094







0-4 feet

1 No Recovery

2

3

4 4-8 feet

0 0-30" Gray (2.5Y 5/1) fine grained SAND with clay, wet firm little5 organics

6

7

8 8-12 feet

0 No Recovery9

10

11

12 12-16 feet

0 0-10" Gray (2.5Y 5/1) fine grained SAND, wet, firm13 10-18" DNAPL present, gas smell, grayish brown (2.5Y 4/2)

medium SAND, wet, firm, 6 inch DNAPL soaked wood layer at14 ~ 14'2"- 14'8"

18-22" Yellowish brown (10YR 6/2) medium grained SAND, wet,15 faint DNAPL smell (3")

22-30" Dark gray (2.5Y 4/1) medium grained SAND, faint DNAPL16 smell (7")

16-20 feet

0 17 0-6" Gray (2.5y 5/1) medium grained SAND, gas smell, wet, firm19.8'-20' DNAPL present

18

19

20 20-24 feet

0 0-6" Grey (2.5y 5/1) fine SAND wet, firm21 6-19" Dark grayish brown (2.5y 4/2) SAND, wet, firm,

no organics or wood, faint DNAPL smell22 22'6"-22'6.5" DNAPL present

23




48/30

SP

SW

SW

48/NR

48/30

48/6

48/19

3.8-58

Drilling

14:00 15:40

48/NR

AR302095







0-4 feet

0 1 0-39" Dark gray (10YR 4/1) SILT with few gravel some fineFILL yellowish brown red sand (10YR 5/4)

2 39-45" Dark gray (10YR 4/1) CLAY with fine sand, dry, firm

3

4 CL 4-8 feet

0 0-21" Gray CLAY with dark gray (10YR 4/1) fine sand, dry firm5 21-41" Gray (2.5Y 6/1) medium grained SAND with silt, wet, moist

6

7

8 8-12 feet

0 Gray (10YR 6/1) beach SAND medium grained, wet, stiff9

10

11

12 12-16 feet

0 0-17" Gray (10YR 6/1) beach SAND medium grained, wet, stiff13 17-32" Olive brown (2.5Y 6/6) medium grained SAND, wet, firm,

subrounded14 32-42"Gray (2.5Y 5/1) medium grained beach SAND, wet, firm,

subrounded15

16 16-20 feet

0 0-6" Gray (10YR 6/1) wet SAND, subangular17 6-16" Olive brown (2.5Y 4/3) medium grained SAND, wet, firm,

subangular18 16-24" Very dark gray (2.5Y 3/1) very dark gray medium SAND

with some crushed shells mixed, wet, firm, mixed with crushed19 rock (gravel)

020

0 20-24 feet

21 No Recovery

22

23




48/41

SW

SP

48/

48/42

48/24

48/NR

3.8-59

Drilling

11:30 12:38

48/45

AR302096







0-4 feet

0 1 0-7" Gravel with concrete7-17" Black (2.5Y 2.5/1) SILT with some gravel

2 17-23" DNAPL present in soaked wood with little course SANDand few gravel, sheen present (3'6"- 4' DNAPL present)

3

4 4-8 feet

0 0-2" DNAPL present in medium SAND, gas smell with sheen, wet,5 firm (4'6"-4'8" DNAPL present)

2-16" Dark gray (2.5Y 4/1) CLAY, wet, firm, high plasticity6 16-27" Gray (2.5Y 5/1) medium SAND wet, firm, sub

rounded grains7 27-42" Gray (2.5Y 5/1) CLAY with areas of olive brown (2.5Y 5/5)

clay, stiff, moist, high plasticity8 8-12 feet

0 0-20" Gray (2.5Y 5/1) medium grained clean beach SAND, wet,9 olive firm, sub-rounded-subangular grains

10

11

12 12-16 feet

0 0-10" Gray (2.5Y 5/1) medium grained beach SAND with light13 brown sand intermixed

10-20" Clean gray (2.5Y 6/1) beach SAND, wet, firm, sub-rounded14

15

16 16-20 feet

0 0-24" Dark gray (2.5Y 4/1) medium SAND, wet, firm,17 24-30" Dark grayish brown (2.5Y 4/2) medium SAND, wet firm

30-46"Dark gray (Gley1 4/1) CLAY with trace fine sand, soft, wet18 high plasticity

19

20 20-24 feet

No Recovery21

22

23




3.8-62

Drilling

9:20 11:00

48/23

CL

SP

CL

GM

48/NR

48/46

48/20

48/20

48/42

AR302097







0-4 feet

0 1 0-12" Concrete, rubble, and debris12-30" Very dark gray (2.5Y 3/1) sandy SILT, medium grained

2 sands, trace organics, dry, firm

3

4 4-8 feet

0 0-18" Dark gray (2.5Y 4/1) CLAY with fine grained sands, moist,5 firm

18-20" Gray (2.5Y 5/1) medium grained moist SAND6 20-37" Gray (2.5Y 5/1) sandy CLAY, medium grained, wet, firm

7

8 8-12 feet

0 0-48" Gray (2.5Y 5/1) medium SAND with little clay9 At 8'11"-8"11.5" DNAPL present, faint gas smell and slight

sheen0 10 At 27" trace organics

11

12 12-16 feet

0-12" Light brownish gray (2.5Y 6/2) medium SAND, wet, firm,0 13 DNAPL present at ~15' 9"- 15' 9.5"

14

15

16 16-20 feet

No Recovery17

18

19

20 20-24 feet

0-12" Light olive gray (2.5Y 5/3) medium grained SAND, wet, firm0 21 1" layer DNAPL present at ~ 22' 9"- 22' 10"

22

23




48/12

ML

3.8-63

Drilling

8:00 9:00

48/30

SP

SP

SW

CL48/37

GW

48/48

48/12

48/NR

AR302098







0-4 feet

0 1 0-10" Soil with some gravel10-16" Gravel

2 16-18" Very dark gray (5Y 3/1) SILT with some gray (2.5Y 5/1) finesand

3 18-30" Medium grained sand, gray (2.5Y 5/1), subrounded, moist,firm

40 4-8 feet

5 0-3" Black SILT (2.5Y 2.5/1) with little concrete3-20" Gray (2.5Y 6/1) CLAY with fine grained sand, wet, high

6 plasticity20-39" Light olive brown (2.5Y 5/6) and gray (2.5Y 6/1) finE

7 grained mottled SAND

8 8-12 feet

0 ML 0-4" Very dark gray (2.5Y 3/1) SILT with little fine sand9 4-40" Light olive brown (2.5Y 5/3) fine grained SAND, wet, firm

10

11

12 12-16 feet

0 0-28" Light olive brown (2.5Y 5/4) fine grained SAND few gravel13

14

15

16 16-20 feet

0 0-6" Light olive brown (2.5Y 5/6) fine grained SAND wet, firm,17 subangular grains

18

19

20 20-24 feet

0 0-6" Light olive brown (2.5Y 5/6) fine grained SAND wet, firm,21 subangular grains

22

23




48/6

SP

3.8-64

Drilling

15:25

48/30

48/39

48/40

SW

GW

SW

CL

SW

48/28

48/6

AR302099







0-4 feet

18 0 1 0-5" Red, silt, SAND, and organics, moist5-18" Dark Brown (10 YR 3/3) fill (SILT, SAND, gravel)

2 FILL

0 34-8 feet

4 0-6" Gray (2.5 Y 5/1) fine SAND with some trace silt, wet

6 0 5

6 SP

78-12 feet

8 NO RECOVERY, rock in shoe

NR 9

10 NR

1112-16 feet

12 0-27" Gray (2.5 Y 6/1) with minor Olive Yellow (2y 6/1) bandingfine SAND trace silt wet firm

27 0 13 sluff contains subrounded gravel to cobbles, broken cobble hasiron rind, indicating ~10,000 years old not fill native gravel mound?

0 14

0 1516-20 feet

16 gravel in liner, water has sheen

NR 17SP

18 trash odor

19


21

22

23

24



PZ-EA-01 well

Drilling

AR302100

Job. No. Client: Location:EA Engineering, Science, 1453011

and Technology, Inc. Drilling Method: Boring No.DPT

LOG OF SOIL/ROCK BORING Sampling Method:Coordinates: continuous from 3-26' Sheet 1 of 2Surface Elevation:Casing Below Surface: Water Level Start FinishReference Elevation: TimeReference Desc: Date



1 0.0 - 3.0 -- asphalt, roadbed, gravel, and overburden - predominatelybrown silts, sands, clays, and gravels; cleared for utilities by

2 Woolpert

3ML 3.0 - 4.0 -- gray (10YR 5/1), very moist to wet, silt with some clay

4 and little fine sand" " CL 4.0 - 6.5 -- dark brown (10YR 3/2), moist, silty clay with trace fine" " 5 sand and varying amount of organics - some from 4.0-5.0' and" " trace from 6.0-6.5', very soft to soft, slight to medium plasticity" " 6 ML 6.5 - 7.0 -- gray (10YR 6/1), very moist, silt with some clay and" " some fine sand, soft, slight plasticity" " 7

8" " ML/ 7.0 - 11.0 -- same as above, gradually grading to a fine sand with" " 9 SM some silt and very moist to wet and medium dense" "" " 10" "" " 11

12 SM 11.0 - 15.0 -- same as above but wet with increasing sand content" " and decreasing silt content with depth" " 13" "" " 14" "" " 15

SM 15.0 - 19.0 -- very little recovery, assume same as above with16 transition to the below material

" "" " 17" "" " 18" "" " 19

20

Logged by: E. Meadows Date: 02/01/2011

Drilling Contractor: Fishburne Driller: E. Neace

0.0

0.0

EPA/AWI Superfund Site Task 28.60

3.8-65

Drilling

9:30 10:10

42/48 3-7'

46/48 7-11'

48/48 11-15'

--

4/48 15-19'

0.0

0.0

0.0

--

--

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

AR302101


and Technology, Inc. Drilling Method: Boring No.

LOG OF SOIL/ROCK BORING Sampling Method:Coordinates: Sheet 2 of 2Surface Elevation:Casing Below Surface: Water Level Start FinishReference Elevation: TimeReference Desc: Date



19 SM 19.0 - 22.5 -- gray (10YR 5/1), wet, medium sand with trace silt and" " some shells, loose" " 20 SM 22.5 - 23.0 -- yellow/brown (10YR 7/4), wet, fine to medium sand," " loose" " 21" "" " 22

SM 23.0 - 26.0 -- same as above23

" "" " 24" "" " 25

BOH @ ~26'26

27

28

29

30

31

32

33

34

35

36

37

38

Logged by: Date:

Drilling Contractor: Driller:

3.8-65

Drilling


0.0

0.0

0.034/48 19-23'

23/36 23-26'

0.0

0.0

0.0

0.0

AR302102






1 0.0 - 6.0 -- overburden - predominately brown silts, sands, clays,and gravels; cleared for utilities by Woolpert

2

3

4

5

6ML 6.0 - 8.0 -- gray (10YR 5/1), very moist to wet, silt with some fine

7 sand, soft, slight plasticity" " SM 8.0 - 10.0 -- gray (10YR 6/1), wet, fine to medium sand with some" " 8 to little silt grading with depth, loose to medium dense" "" " 9" "" " 10

SM 10.0 - 13.5 -- same as above but with trace to little silt and loose11 SM 13.5 - 14.0 -- orange/brown (10YR 6/8), wet, fine sand with little

" " silt, loose" " 12" "" " 13" "" " 14

SM 14.0 - 15.0 -- same as above15 SM 15.0 - 15.5 -- gray (10YR 5/1), wet, fine to medium sand with trace

" " silt, medium dense" " 16 SM/ 15.5 - 17.5 -- same as above with dark gray clay lenses - 2" @" " CL 15.5' and 4" @ 16.5' with shells observed from 16.5-17.5'" " 17 CL 17.5 - 18.0 -- dark gray (10YR 5/1), moist, silty clay, soft," " medium plasticity" " 18

19

20



48/48 10-14'

46/48 14-18'


3.8-66

Drilling

11:00 12:10

6-10'48/48 0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

AR302103






18 SM 18.0 - 19.0 -- gray (10YR 6/1), wet, fine sand with some silt," " medium dense; <1" of free product visually observed at 18.25'" " 19 SM 19.0 - 22.0 -- yellow/brown (10YR 7/4) with gray (10YR 6/1) and" " orange/brown (10YR6/8) mottles, wet fine sand with little silt," " 20 loose to medium dense; sheen observed at ~21'" " naphthalene/petroleum odor detected throughout 4' liner" " 21

22" " SM 22.0 - 26.0 -- same as above with less mottles" " 23 slight naphthalene/petroleum odor detected throughout 4' liner, not" " as strong as previous liner" " 24" "" " 25

26 BOH @ ~26'

27

28

29

30

31

32

33

34

35

36

37

Logged by: Date:


0.0

3.8-66

Drilling


3.0

1.0

80.048/48 18-22'

38/48 22-26'

30.0

24.0

18.0

8.0

AR302104






1 0.0 - 6.0 -- asphalt, road bed, gravel, and overburden -predominately brown silts, sands, clays, and gravels;

2 cleared for utilities by Woolpert

3

4

5

6SM 6.0 - 10.0 -- gray (10YR 6/1), wet, fine sand with varying amounts

7 silt content - trace to some, medium denses" "" " 8" "" " 9" "" " 10

SM 10.0 - 11.5 -- same as above11 SM 11.5 - 14.0 -- same as above but yellow/brown (10YR 7/3)

" "" " 12" "" " 13" "" " 14

SM 14.0 - 15.5 -- same as above15 SM 15.5 - 16.75 -- dark gray (10YR 4/1), wet, fine to coarse sand,

" " loose" " 16 CL 16.75 - 18.0 -- dark gray (10YR 4/1), moist, silty clay, very soft to" " soft, medium plasticity" " 17 <1" of free product visually observed at 18.25'" " petroleum odor detected throughout 14-18'" " 18

19

20



0.0

0.0

0.0

0.0

10.0

30.0

0.0

6.0

9.0


3.8-67

Drilling

16:30 17:35

48/48 10-14'

44/48 14-18'

6-10'48/48 0.0

0.0

0.0

AR302105






18 CL 18.0 - 18.5 -- same as above" " SM 18.5 - 20.5 -- gray (10YR 5/1), wet very fine to fine sand with some" " 19 silt, medium dense" " SM 20.5 - 22.0 -- light gray (10YR 7/1) and yellow/brown (10YR 7/4)" " 20 with orange/brown (10YR 6/8) mottles, wet, fine sand with trace" " silt, loose to medium dense" " 21 petroleum odor detected from 18-22'

22" "" " 23 SM 22.0 - 26.0 -- same as above but no odor detected" "" " 24" "" " 25

26 BOH @ ~26'

27

28

29

30

31

32

33

34

35

36

37

Logged by: Date:


46/48 18-22'

48/48 22-26'

40.0

30.0

10.0

0.0


0.0

0.0

50.0

0.0

3.8-67

Drilling

AR302106






1 0.0 - 6.0 -- overburden - predominately brown silts, sands, clays,and gravels; cleared for utilities by Woolpert

2

3

4

5

6CL 6.0 - 7.0 -- gray (10YR 6/1), moist, silty clay with trace very fine

7 sand, soft, medium plasticity" " SM 7.0 - 9.0 -- gray (10YR 6/1), wet, fine to medium sand with little" " 8 silt, medium dense" " SM 9.0 - 10.0 -- gray/brown (10YR 6/3), wet, fine sand, loose" " 9 slight sheen observed at ~9.0'" "" " 10

SM 10.0 - 10.75 -- same as above11 SM 10.75 - 11.75 - black (10YR 2/1), wet, fine sand with little silt,

" " medium dense; ~1" of product observed at ~11.5'" " 12 SM 11.75 - 14.0 -- light gray (10YR 7/1), wet, very fine to fine sand" " with trace silt, loose" " 13 petroleum odor detected from ~10.5-14.0'" "" " 14

15 SM 14.0 - 14.5 -- same as above" " SM 14.5 - 15.0 -- orange/brown (10YR 6/8), wet, medium to coarse" " 16 sand, loose" " SM/ 15.0 - 17.0 -- dark gray (10YR4/1), moist to wet, several alternating" " 17 CL lenses of fine to medium sands, loose to medium dense and" " silty clays, soft, medium plasticity; shells from 16-17'" " 18 CL 17.0 - 18.0 -- gray (10YR 5/1), moist, silty clay, very soft to soft

medium plasticity19 petroleum odor detected from 14-17'

20



48/48 10-14'

48/48 14-18'

6-10'48/48 0.0

0.0

0.0


3.8-68

Drilling

12:45 14:00

3.0

30.0

15.0

7.0

0.0

8.0

50.0

40.0

5.0

AR302107






18 SM 18.0 - 19.0 -- gray (10YR5/1), wet, coarse sand with trace silty" " clay, loose" " 19 SM 19.0 - 22.0 -- gray (10YR 6/2) with orange/brown (10YR 5/6)" " mottles, wet, very fine to fine sand with varying % silt content -" " 20 trace to some, medium dense" "" " 21

22 SM 22.0 - 26.0 -- yellow/brown (10YR 7/4) with gray (10YR 6/1) and" " orange/brown (10YR 5/8) mottles, wet, fine sand with trace silt," " 23 loose to medium dense" "" " 24" "" " 25

26 BOH @ ~26'

27

28

29

30

31

32

33

34

35

36

37

Logged by: Date:


0.0

3.8-68

Drilling


0.0

0.0

1.046/48 18-22'

40/48 22-26'

0.0

0.0

0.0

0.0

AR302108






1 0.0 - 6.0 -- asphalt, road bed, gravel, and overburden -predominately brown silts, sands, clays, and gravels;

2 cleared for utilities by Woolpert

3

4

5

6SM 6.0 - 6.5 -- brown (10YR 5/3), wet, medium and coarse sand, loose

7 ML 6.5 - 8.0 -- gray (10YR 5/1), very moist to wet, clayey silt with" " some fine sand, soft, slight plasticity" " 8 SM 8.0 - 10.0 -- gray (10YR 6/1) with orange/brown (10YR 5/6) mottles," " wet, fine sand with some silt, medium dense" " 9" "" " 10

SM 10.0 - 12.5 -- pale gray/brown (10YR 6/2), wet, fine sand with little11 silt, loose to medium dense

" " SM 12.5 - 14.0 -- light gray (10YR 7/1), wet, fine to medium sand with" " 12 trace silt, loose" "" " 13" "" " 14 SM 14.0 - 15.0 -- orange/brown (10YR 5/8), wet, medium to coarse

sand, loose15 CL 15.0 - 15.5 -- gray (10YR 4/1), very moist to wet, silty clay with

" " some fine snad, soft, slight to medium plasticity" " 16 CL 15.5 - 16.5 -- gray (10YR 4/1), very moist, silty clay with trace fine" " sand, very soft, medium plasticity" " 17 SM 16.5 - 17.5 -- gray (10YR 5/1), wet, fine to coarse sand and silty" " clay with shells, loose" " 18 CL 17.5 - 18.0 -- gray (10YR 4/1), moist, silty clay, soft, medium to

high plasticity19

20



46/48 10-14'

45/48 14-18'

6-10'48/48 0.0

0.0

0.0


3.8-69

Drilling

7:55 8:55

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

AR302109






18 CL 18.0 - 18.5 - same as above" " CL 18.5 - 20.5 -- gray (10YR 4/1), very moist, silty clay with some" " 19 very fine to fine sand, very soft to soft, medium plasticity" " SM 20.5 - 22.0 -- gray (10YR 6/1) and yellow/brown (10YR 7/4) with" " 20 orange/brown (10YR 5/8) mottles, wet, very fine to fine sand," " medium dense" " 21

22 SM 22.0 - 23.0 -- same as above" " SM 23.0 - 26.0 -- yellow/brown (10YR 6/4), wet, fine to medium sand," " 23 loose" "" " 24" "" " 25

26 BOH @ ~26'

27

28

29

30

31

32

33

34

35

36

37

Logged by: Date:


0.0

3.8-69

Drilling


0.0

0.0

0.048/48 18-22'

34/48 22-26'

0.0

0.0

0.0

0.0

AR302110






1 0.0 - 6.0 -- topsoil; overburden - predominately brown silts, sands,clays, and gravels; cleared for utilities by Woolpert

2

3

4

5

6CL 6.0 - 7.0 -- gray (10YR 6/1) and orange/brown (10YR 5/6), moist,

7 silty clay with trace very fine sand, medium stiff, medium" " plasticity" " 8 SM 7.0 - 10.0 -- brown (10YR 5/3), wet, fine sand with little silt, loose" " to medium dense" " 9" "" " 10

SM 10.0 - 11.5 -- yellow/brown (10YR 7/6), wet, fine to medium sand11 with little silt, loose to medium dense

" " SM 11.5 - 14.0 -- gray (10YR 6/1), wet, fine sand with little silt, loose" " 12 petroleum odor detected from 11-14'" "" " 13" "" " 14

SM 14.0 - 15.0 -- same as above15 SM 15.0 - 16.25 -- orange/brown (10YR 5/8), wet, fine to coarse sand

" " with little silt, loose to medium dense" " 16 CL 16.25 - 18.0 -- gray (10YR 4/1), very moist, silty clay with some" " fine sand, soft, medium plasticity" " 17 slight petroleum odor detected from 14-18'" "" " 18

19

20



0.0

0.0

10.0

9.0

8.0

4.0

10.0

9.0

6.0


3.8-70

Drilling

9:10 10:15

44/48 10-14'

46/48 14-18'

6-10'42/48 0.0

0.0

0.0

AR302111






18 CL 18.0 - 20.5 -- same as above" " SM 20.5 - 22.0 -- gray (10YR 6/1) and yellow/brown (10YR 7/3) with" " 19 orange/brown (10YR 5/8) mottles, wet, very fine to fine sand" " with little silt, medium dense" " 20" "" " 21

22 SM 22.0 - 26.0 -- yellow/brown (10YR 6/3), wet, fine sand with trace" " silt, loose to medium dense" " 23" "" " 24" "" " 25

26 BOH @ ~26'

27

28

29

30

31

32

33

34

35

36

37

Logged by: Date:


46/48 18-22'

42/48 22-26'

0.0

0.0

0.0

0.0


0.0

0.0

0.0

0.0

3.8-70

Drilling

AR302112


AR302113

ATTACHMENT B

SAMPLE FORMS

AR302114


AR302115

PREPARATORY PHASE CHECKLIST Date Preparatory Held:

Contract No.: Spec. Section & Paragraph Title: Drawing Sheet Numbers MAJOR DEFINABLE FEATURE OF WORK: A. PERSONNEL PRESENT: NAME POSITION COMPANY 1) 2) 3)

4) 5) 6) 7) 8) 9) 10) (List additional personnel on reverse side)

B. Has each specification paragraph, drawing, and permit requirement been

studied: YES NO C. TRANSMITTALS INVOLVED:

NUMBER & ITEM CODE CONTRACTOR OR GOVERNMENT APPROVAL

1)

2) 3) 4) 5) 6)

AR302116

C(1). Have all items involved been approved? YES NO

If NO, list items: D. ARE ALL MATERIALS ON HAND? YES NO

Have all materials been checked for contract compliance against approved shop drawings? YES NO

D(1). Items not on hand or not in accordance with transmittals: 1) 2) 3) 4)

E. TESTS REQUIRED IN ACCORDANCE WITH CONTRACT REQUIREMENTS: TEST PARAGRAPH 1) 2) 3) 4)

F. ACCIDENT PREVENTION PREPLANNING – HAZARD CONTROL MEASURES: F(1). Applicable Outlines (Attach complete copies): 1) 2) 3) 4) 5) 6) 7) 8)

AR302117

F(2). Operational Equipment and Operator Checklists: FOR EQUIPMENT: 1) 2) 3)

FOR OPERATOR: 1) 2) 3)

G. HAVE PROCEDURES FOR ACCOMPLISHING WORK BEEN REVIEWED WITH

APPROPRIATE PEOPLE: YES NO H. HAS ALL PRELIMINARY WORK BEEN ACCOMPLISHED IN ACCORDANCE WITH

CONTRACT REQUIREMENTS AND IS THIS FEATURE OF WORK READY TO START: YES NO

H(1). Explain any problems:

QUALITY CONTROL REPRESENTATIVE

AR302118


AR302119

INITIAL PHASE CHECKLIST Contract No.: Date:

Spec. Section & Paragraph

Description and Location of Work Inspected:

REFERENCE CONTRACT DRAWINGS: A. PERSONNEL PRESENT: NAME POSITION COMPANY 1) 2) 3)

4) 5) 6)

B. MATERIALS AND EQUIPMENT BEING USED ARE IN STRICT COMPLIANCE WITH THE

CONTRACT: YES NO

If NO, Explain:

C. WORKMANSHIP IS ACCEPTABLE: YES____ NO___ STATE AREAS WHERE IMPROVEMENT IS NEEDED:

D. SAFETY VIOLATIONS AND CORRECTION ACTION TAKEN:

QUALITY CONTROL REPRESENTATIVE

AR302120


AR302121

THREE PHASE INSPECTION

ADVANCE NOTICE OF PREPARATORY, INITIAL OR FINAL FOLLOW-UP INSPECTION: (Minimum five working days notice required)

PREPARATORY INSPECTION HELD TODAY: Indicate Definable Features of Work. Attach Preparatory Checklist.

INITIAL INSPECTION HELD TODAY: Indicate Definable Features of Work. Attach Initial Checklist.

FINAL FOLLOW-UP INSPECTION HELD TODAY: Indicate NAS Activity Number. Attach Final Follow-up Checklist.

ACTIVITIES IN PROGRESS: Attach daily CQC follow-up inspection deficiencies/corrections noted.

ACTIVITY NUMBER S=START C=CONTINUING F=FINISH

DESCRIPTION OF WORK ACTUALLY PERFORMED/MAJOR MATERIAL DELIVERIES TODAY

CQC TESTING ACTIVITY NUMBER DESCRIPTION OF TESTS PERFORMED PASSED/FAILED

USER SCHOOLING CONDUCTED ACTIVITY NUMBER DESCRIPTION OF SCHOOLING

INSTALLED PROPERTY PRICING DATA ATTACHED: YES ____ NO ____

TRANSFERRED PROPERTY, DD-1149 ATTACHED: YES____ NO ____

QA COMMENTS CORRECTED TODAY: YES____ NO ____

EQUIPMENT SAFETY CHECKLIST ATTACHED: YES____ NO ____

GENERAL COMMENTS:

CONTRACTOR CERTIFICATION: On behalf of the contractor, I certify that this report is complete and correct and all equipment and material used and work performed during this reporting period are in compliance with the contract plans and specifications, to the best of my knowledge, except as noted above.

Authorized Contractor Representative: _____________________________________________________ Report Date: ________________ Date submitted to Government Representative: __________________

AR302122


AR302123

REPORT NO. EROCCODE UNITED STATES ARMY CORPS OF ENGINEERSREQUIREMENT

(For safety ACCIDENT INVESTIGATION REPORT CONTROL SYMBOL:staff only) For use of this form, see Help Menu and USACE Supplement to AR 385-40 CEEC-8-8 (R2)

The proponent agency is CESO

1. ACCIDENT CLASSIFICATION

PERSONNEL CLASSIFICATION INJURY/ILLNESS/FATAL PROPERTY DAMAGE MOTOR VEHICLE INVOLVED DIVING

GOVERNMENTD o FIRE INVOLVED D OTHER D DD CIVILIAN o MILITARY

o CONTRACTOR 0 o FIRE INVOLVED o OTHER 0 0o PUBLIC o FATAL o OTHER ~ -- D ><-- --2. PERSONAL DATA

a. NAME (Last, First MI.) b.AGE Ie. SEX Id. SOCIAL SECURITY NUMBER Ie. GRADED MALE D FEMALE

f. JOB SERIESITITLE g. DUTY STATUS AT TIME OF ACCIDENT h. EMPLOYMENT STATUS AT TIME OF ACCIDENT

D ARMY ACTIVE o ARMY RESERVE o VOLUNTEER

o ON DUTY DTDY o PERMANENT o FOREIGN NATIONAL 0 SEASONAL

o TEMPORARY o STUDENT

D OFF DUTY o OTHER (Specify)

3. GENERAL INFORMATION

a. DATE OF ACCIDENT b. TIME OF ACCIDENT e. EXACT LOCATION OF ACCIDENT d. CONTRACTOR'S NAME

(YYYYMMDD) (Military Time)(1) PRIME

hrs.

e. CONTRACT NUMBER f. TYPE OF CONTRACT g. HAZARDOUSfTOXIC WASTE

D CONSTRUCTION D SERVICE ACTIVITY

D CIVIL WORKS D MILITARY DAlE o DREDGED SUPERFUND 0 DERP (2) SUBCONTRACTOR

o IRP D OTHER (Specify)o OTHER (Specify) o OTHER (Specify)

4. CONSTRUCTION ACTIVITIES ONLY (Fill in line and corresponding code number in box from list - see help menu)

a. CONSTRUCTION ACTIVITY (CODE) b. TYPE OF CONSTRUCTION EQUIPMENT (CODE)

#1 I #1 I5. INJURY/ILLNESS INFORMATION (Include name on line and corresponding code number in box for items e, f & g - see help menu)

a. SEVERITY OF ILLNESSIINJURY (CODE) b. ESTIMATED c. ESTIMATED DAYS d. ESTIMATED DAYS

#1 IDAYS LOST HOSPITALIZED RESTRICTED DUTY

e. BODY PART AFFECTED (CODE) g. TYPE AND SOURCE OF INJURYIILLNESS (CODE)

PRIMARY #/ I TYPE #1 ISECONDARY #U (CODE)

f. NATURE OF ILLNESS /INJURY (CODE) SOURCE #1 I#1 I

6. PUBLIC FATALITY (Fill in line and correspondence code number in box - see help menu)

a. ACTIVITY AT TIME OF ACCIDENT (CODE) b. PERSONAL FLOTATION DEVICE USED?

#1 I DYES ONO ON/A

ENG FORM 3394, MAR 1999 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 13 PagesAR302124

7. MOTOR VEHICLE ACCIDENT

a. TYPE OF VEHICLE b. TYPE OF COLLISIONc. SEAT BELTS USED NOT USED NOT APPLICABLE

ODPICKUPNANOO AUTOMOBILE o SIDE SWIPE 0 HEAD ON o REAR END

00 TRUCK 00 OTHER (Specify) D BROADSIDE0 ROLL OVER 0 BACKING(1) FRONT SEAT 0 D D

D OTHER (Specify)(2) REAR SEAT D D 0

8. PROPERTY MATERIAL INVOLVED

a. NAME OF ITEM b. OWNERSHIP c. AMOUNT OF DAMAGE

(1 )

(2)

(3)

9. VESSEUFLOATING PLANT ACCIDENT (Fill in line and correspondence code number in box from list - see help menu)

a. ACTIVITY AT TIME OF ACCIDENT (CODE) a. ACTIVITY AT TIME OF ACCIDENT (CODE)

#1 I #1 I10. ACCIDENT DESCRIPTION (Use additional paper, if necessary, see attached page 4.)

11. CAUSAL FACTOR(s) (Read instructions before completing)

a. (Explain YES answers in item 13) YES NO

DESIGN: Was design of facility, wor1<place or equipment a factor? D D

INSPECTION/MAINTENANCE: Were inspection & maintenance procedures a factor? D 0PERSON'S PHYSICAL CONDITION: In your opinion, was the physical condition of the person a factor? D 0OPERATING PROCEDURES: Were operating procedures a factor? D 0JOB PRACTICES: Were any job safety/health practices not followed when the accident occurred? D 0HUMAN FACTORS: Did any human factors such as, size or strength of person, etc., contribute to accident? D 0ENVIRONMENTAL FACTORS: Did heat, cold, dust, sun, glare, etc., contribute to the accident? D D

CHEMICAL AND PHYSICAL AGENT FACTORS: Did exposure to chemical agents, such as dust, fumes, mists, vapors or physical agents, suchD Das, noise, radiation, etc., contribute to accident?

OFFICE FACTORS: Did office setting such as, lifting office furniture, carrying, stooping, etc., contribute to the accident? D D

SUPPORT FACTORS: Were inappropriate toolslresources provided to properly perform the activityltask? D 0PERSONAL PROTECTIVE EQUIPMENT: Did the improper selection, use or maintenance of personal protective equipment contribute to the

D Daccident?

DRUGS/ALCOHOL: In your opinion, was drugs or alcohol a factor to the accident? D D

b. WAS A WRITIEN JOB/ACTIVITY HAZARD ANALYSIS COMPLETED FOR TASK BEING PERFORMED AT TIME OF ACCIDENT? (If yes,D Dattach a copy.)

12. TRAINING

a. WAS PERSON TRAINED TO PERFORM ACTIVITYITASK? b. TYPE OF TRAINING DATE OF MOST RECENT FORMAL TRAINING(YYYYMMDD)

DYES DNO o CLASSROOM D ON JOB

13. FULLY EXPLAIN WHAT ALLOWED OR CAUSED THE ACCIDENT; INCLUDE DIRECT AND INDIRECT CAUSES (See instruction for definition of direct andindirect causes.) (Use additional paper, if necessary)

a. DIRECT CAUSE(s) (Attach additional sheets as needed, See page 4)

b. INDIRECT CAUSE(s) (Attach additional sheets as needed, See page 5)

ENG FORM 3394C, MAR 1999 PREVIOUS EDITIONS ARE OBSOLETE. Page 2 of 13AR302125

14. ACTION(s) TAKEN, ANTICIPATED OR RECOMMENDED TO ELIMINATE CAUSErs)

DESCRIBE FULLY (Attach additional sheets as necessary, See page 5)

15. DATES FOR ACTIONS IDENTIFIED IN BLOCK 14.

a. BEGINNING (YYYYMMDD) Ib. ANTICIPATED COMPLETION (YYVYMMDD)

c. DATE SIGNED d. TITLE OF SUPERVISOR COMPLETING REPORT e. CORPS SIGNATURE, SUPERVISOR COMPLETING REPORT(YYYYMMDD)

c. DATE SIGNED d. TITLE OF SUPERVISOR COMPLETING REPORT e. CONTRACTOR SIGNATURE, SUPERVISOR COMPLETING REPORT(YYVYMMDD)

f. ORGANIZATION IDENTIFIER (Division, Branch, Section, etc.,) g. OFFICE SYMBOL

16. MANAGEMENT REVIEW (1st)

a. o CONCUR b. o NONCONCUR c. COMMENTS

DATE(YYVYMMDD) TITLE SIGNATURE

17. MANAGEMENT REVIEW (2nd - Chief Operations, Construction, Engineering, etc.,)

a. o CONCUR b. o NONCONCUR c. COMMENTS

DATE(YYYYMMDD) TITLE SIGNATURE

18. SAFETY AND OCCUPATIONAL HEALTH OFFICE REVIEW

a. o CONCUR b. o NONCONCUR c. ADDITIONAL ACTIONS/COMMENTS

DATE(YYVYMMDD) TITLE SIGNATURE

19. COMMAND APPROVAL

COMMENTS

DATE(YYVYMMDD) COMMANDER SIGNATURE

ENG FORM 3394C, MAR 1999 PREVIOUS EDITIONS ARE OBSOLETE. Page 3 of 13 PagesAR302126

10.

13a.

ENG FORM 3394C, MAR 1999

ACCIDENT DESCRIPTION (Continuation)

DIRECT CAUSErs) (Continuation)

PREVIOUS EDITIONS ARE OBSOLETE. Page 4 of 13 PagesAR302127

13b.

14.

ENG FORM 3394C, MAR 1999

INDIRECT CAUSE(s) (Continuation)

ACTION(s) TAKEN. ANTICIPATED. OR RECOMMENDED TO ELIMINATE CAUSE(s) (Continuation)

PREVIOUS EDITIONS ARE OBSOLETE. Page 5 of 13 PagesAR302128

GENERAL. Complete a separate report for each person who was injured, caused, or contributed to the accident (excluding uninjured personnel and witnesses).Use of this form for reporting USACE employee first-aid type injuries not submitted to the Office of Workers' Compensation Programs (OWCP) shall be at thediscretion of the FOA commander. Please type or print legibly. Appropriate items shall be marked with an "X" in box(es). If additional space is needed, provide theinformation on a separate sheet and attach to the completed form. Ensure that these instructions are forwarded with the completed report to the designatedmanagement reviewers indicated in sections 16 and 17.

INSTRUCTIONS FOR SECTION 1 • ACCIDENT CLASSIFICATION

(Mark All Boxes That Are Applicable)

a. GOVERNMENT. Mark "CIVILIAN" box if accident involved government civilian employee; mark "MILITARY" box if accident involved U.S. military personnel.

(1) INJURY/ILLNESS/FATALITY - Mark if accident resulted in any government civilian employee injury, illness, or fatality that requires the submission of OWCPForms CA·1 (injury), CA-2 (illness) or CA-6 (fatality) to OWCP; mark if accident resulted in military personnel lost-time or fatal injury or iNness.

(2) PROPERTY DAMAGE - Mark the appropriate box if accident resulted in any damage of $1000 or more to government property (including motor vehicles).

(3) VEHICLE INVOLVED - Mark if accident involved a motor vehicle, regardless of whether "INJURY/ILLNESS/FATALITY" or "PROPERTY DAMAGE" aremarked.

(4) DIVING ACTIVITY - Mark if the accident involved an in-house USACE diving activity.

b. CONTRACTOR.

(1) INJURY/ILLNESS/FATALITY - Mark if accident resulted in any contractor lost-time injury/illness or fatality.

(2) PROPERTY DAMAGE - Mark the appropriate box if accident resulted in any damage of $1000 or more to contractor property (including motor vehicles).

(3) VEHICLE INVOLVED - Mark if accident involved a motor vehicle, regardless of whether "INJURY/ILLNESS/FATALITY" or "PROPERTY DAMAGE" aremarked.

(4) DIVING ACTIVITY - Mark if the accident involved a USACE Contractor diving activity.

c. PUBLIC.

(1) INJURY/ILLNESS/FATALITY - Mark if accident resulted in public fatality or permanent total disability. (The "OTHER" box will be marked when requested bythe FOA to report an unusual non-fatal public accident that could result in claims against the govemment or as otherwise directed by the FOA Commander).

(2) VOID SPACE - Make no entry.

(3) VEHICLE INVOLVED - Mark if accident resulted in a fatality to a member of the public and involved a motor vehicle, regardless of whether "INJURYIILLNESS/FATALITY" is marked.

(4) VOID SPACE - Make no entry.

INSTRUCTIONS FOR SECTION 2 • PERSONAL DATA

a. NAME - (MANDATORY FOR GOVERNMENT ACCIDENTS. OPTIONAL AT THE DISCRETION OF THE FOA COMMANDER FOR CONTRACTOR ANDPUBLIC ACCIDENTS). Enter last name, first name, middle initial of person involved.

b. AGE - Enter age.

c. SEX - Mark appropriate box.

d. SOCIAL SECURITY NUMBER - (FOR GOVERNMENT PERSONNEL ONLY) Enter the social security number (or other personal identification number if nosocial security number issued).

e. GRADE - (FOR GOVERNMENT PERSONNEL ONLY) Enter pay grade. Example: 0-6; E-7; WG-8; WS-12; GS-11; etc.

f. JOB SERIESmTLE - For govemment civilian employees enter the pay plan, full series number, and job title, e.g., GS-0810/Civil Engineer. For militarypersonnel enter the primary military occupational specialty (PMOS), e.g., 15A30 or 11 G50. For contractor employees enter the job title assigned to the injuredperson, e.g., carpenter, laborer, surveyor, etc.

g. DUTY STATUS - Mark the appropriate box.

(1) ON DUTY - Person was at duty station during duty hours or person was away from duty station during duty hours but on official business at time of theaccident.

(2) TOY - Person was on official business, away from the duty station and with travel orders at time of accident. Line-<lf-duty investigation required.

(3) OFF DUTY - Person was not on official business at time of accident.

h. EMPLOYMENT STATUS - (FOR GOVERNMENT PERSONNEL ONLY) Mark the most appropriate box. If "OTHER" is marked, specify the employment status

of the person.

ENG FORM 3394/NST, MAR 1999 PREVIOUS EDITIONS ARE OBSOLETE. Page 6 of 13 PagesAR302129

INSTRUCTION FOR SECTION 3 - GENERAL INFORMATION

a. DATE OF ACCIDENT - Enter the month, day, and year of accident.

b. TIME OF ACCIDENT - Enter the local time of accident in military time. Example: 1430 hrs (not 2:30 p.m.).

c. EXACT LOCATION OF ACCIDENT - Enter facts needed to locate the accident scene, (installation/project name, building number, street, direction and distancefrom closest landmali<, etc.).

d. CONTRACTOR NAME

(1) PRIME - Enter the exact name (title of firm) of the prime contractor.

(2) SUBCONTRACTOR - Enter the name of any subcontractor involved in the accident.

e. CONTRACT NUMBER - Mali< the appropriate box to identify if contract is civil woli<s, military, or other: if "OTHER" is mali<ed, specify contract appropriation online provided. Enter complete contract number of prime contract, e.g., DACW 09-85-C-0100.

f. TYPE OF CONTRACT - Mali< appropriate box. NE means architect/engineer. If "OTHER" is mali<ed, specify type of contract on line provided.

g. HAZARDOUSITOXIC WASTE ACTIVITY (HTW) - Mali< the box to identify the HTW activity being performed at the time of the accident. For Superfund, DERP,and Installation Restoration Program (IRP) HTW activities include accidents that occurred during inventory, predesign, design, and construction. For the purposeof accident reporting, DERP Formerly Used 000 Site (FUDS) activities and IRP activities will be treated separately. For Civil Woli<s O&M HTW activities mali< the"OTHER" box.

INSTRUCTIONS FOR SECTION 4 • CONSTRUCTION ACTIVITIES

a. CONSTRUCTION ACTIVITY - Select the most appropriate construction activity being performed at time of accident from the list below. Enter the activity nameand place the corresponding code number identified in the box.

CONSTRUCTION ACTIVITY LIST

1. MOBILIZATION2. SITE PREPARATION3. EXCAVATIONITRENCHING4. GRADING (EARTHWORK)5. PIPINGIUTILITIES6. FOUNDATION7. FORMING8. CONCRETE PLACEMENT9. STEEL ERECTION10. ROOFING11. FRAMING12. MASONRY

13. CARPENTRY14. ELECTRICAL15. SCAFFOLDING/ACCESS16. MECHANICAL17. PAINTING18. EOUIPMENT/MAINTENANCE19. TUNNELING20. WAREHOUSING/STORAGE21. PAVING22. FENCING23. SIGNING24. LANDSCAPINGIIRRIGATION25. INSULATION26. DEMOLITION

b. TYPE OF CONSTRUCTION EQUIPMENT - Select the equipment involved in the accident from the list below. Enter the name and place the correspondingcode number identified in the box. If equipment is not included below, use code 24, "OTHER", and write in specific type of equipment.

CONSTRUCTION EQUIPMENT

1. GRADER2.DRAGLINE3. CRANE (ON VESSEL/BARGE)4. CRANE (TRACKED)5. CRANE (RUBBER TIRE)6. CRANE (VEHICLE MOUNTED)7. CRANE (TOWER)8. SHOVEL9. SCRAPER10. PUMP TRUCK (CONCRETE)11. TRUCK (CONCRETEITRANSIT MIXER)

INSTRUCTIONS FOR SECTION 5 -INJURYIILLNESS INFORMATION

12. DUMP TRUCK (HIGHWAY)13. DUMP TRUCK (OFF HIGHWAY)14. TRUCK (OTHER)15. FORKLIFT16. BACKHOE17. FRONT-END LOADER18. PILE DRIVER19. TRACTOR (UTILITY)20. MANLIFT21. DOZER22. DRILL RIG23. COMPACTORIVIBRATORY ROLLER24. OTHER

a. SEVERITY OF INJURYIILLNESS - Reference paragraph 2-10 of USACE Supplement 1 to AR 385-40 and enter code and description from list below.

NOI NO INJURYFAT FATALITYPTL PERMANENT TOTAL DISABILITYPPR PERMANENT PARTIAL DISABILITYLWD LOST WORKDAY CASE INVOLVING DAYS AWAY FROM WORKNLW RECORDABLE CASE WITHOUT LOST WORKDAYSRFA RECORDABLE FIRST AID CASENRI NON-RECORDABLE INJURY

b. ESTIMATED DAYS LOST - Enter the estimated number of woli<days the person will lose from work.

ENG FORM 3394INST, MAR 1999 PREVIOUS EDITIONS ARE OBSOLETE. Page 7 of 13 PagesAR302130

c. ESTIMATED DAYS HOSPITALIZED - Enter the estimated number of workdays the person will be hospitalized.

d. ESTIMATED DAYS RESTRICTED DUTY - Enter the estimated number of workdays the person, as a result of the accident, will not be able to perform all oftheir regular duties.

e. BODY PART AFFECTED - Select the most appropriate primary and when applicable, secondary body part affected from the list below. Enter body part nameon line and place the corresponding code letters identifying that body part in the box.

GENERAL BODY AREA CODE BODY PART NAME HEAD, EXTERNAL H1 EYE EXTERNALH2 BOTH EYES EXTERNAL

ARMIWRIST AB ARM AND WRIST H3 EAR EXTERNALAS ARM OR WRIST H4 BOTH EARS EXTERNAL

HC CHINTRUNK, EXTERNAL B1 SINGLE BREAST HF FACEMUSCULATURE B2 BOTH BREASTS HK NECKffHROAT

B3 SINGLE TESTICLE HM MOUTH/LIPSB4 BOTH TESTICLES HN NOSEBA ABDOMEN HS SCALPBC CHESTBL LOWER BACK KNEE KB BOTH KNEESBP PENIS KS KNEEBS SIDE LEG, HIP, ANKLE, LB BOTH LEGS/HIPS/ ANKLES/BU UPPER BACK BUTTOCKSBW WAIST BUTTOCK LS SINGLE LEG/HIP/ ANKLE/BUTTOCKBZ TRUNK OTHER

HAND MB BOTH HANDSHEAD, INTERNAL C1 SINGLE EAR INTERNAL MS SINGLE HAND

C2 BOTH EARS INTERNALC3 SINGLE EYE INTERNAL FOOT PB BOTH FEETC4 BOTH EYES INTERNAL PS SINGLE FOOTCB BRAINCC CRANIAL BONES TRUNK, BONES R1 SINGLE COLLAR BONECD TEETH R2 BOTH COLLAR BONESCJ JAW R3 SHOULDER BLADECL THROAT, LARYNX R4 BOTH SHOULDER BLADESCM MOUTH RB RIBCN NOSE RS STERNUM (BREAST BONE)CR THROAT, OTHER RV VERTEBRAE (SPINE; DISC)CT TONGUE RZ TRUNK BONES OTHERCZ HEAD OTHER INTERNAL

SHOULDER SB BOTH SHOULDERSELBOW EB BOTH ELBOWS SS SINGLE SHOULDER

ES SINGLE ELBOWTHUMB TB BOTH THUMBS

FINGER F1 FIRST FINGER TS SINGLE THUMBF2 BOTH FIRST FINGERSF3 SECOND FINGER TRUNK, INTERNAL V1 LUNG, SINGLEF4 BOTH SECOND FINGERS ORGANS V2 LUNGS, BOTHF5 THIRD FINGER V3 KIDNEY, SINGLEF6 BOTH THIRD FINGERS V4 KIDNEYS, BOTHF7 FOURTH FINGER VH HEARTF8 BOTH FOURTH FINGERS VL LIVER

TOE G1 GREAT TOE VR REPRODUCTIVE ORGANSG2 BOTH GREAT TOES VS STOMACHG3 TOE OTHER W INTESTINESG4 TOES OTHER VZ TRUNK, INTERNAL; OTHER

f. NATURE OF INJURY/ILLNESS - Select the most appropriate nature of injurylillness from the list below. This nature of injury/illness shall correspond to theprimary body part selected in 5e, above. Enter the nature of injurylillness name on the line and place the corresponding CODE letters in the box provided.• The injury or condition selected below must be caused by a specific incident or event which occurred dUring a single work day or shift.

GENERAL NATURECATEGORY CODE NATURE OF INJURY NAME

·TRAUMATIC INJURY OR TA AMPUTATIONDISABILITY TB BACK STRAIN

TC CONTUSION; BRUISE; ABRASIONTD DISLOCATIONTF FRACTURE PARASITIC DISEASETH HERNIA

TUTI

TRTOTWTX

T1

BURN,SCALD,SUNBURNTRAUMATIC SKIN DISEASES/CONDITIONS INCLUDING DERMATITISTRAUMATIC RESPIRATORY DISEASETRAUMATIC FOOD POISONINGTRAUMATIC TUBERCULOSISTRAUMATIC VIROLOGICAUINFECTIVEI

TRAUMATIC CEREBRAL VASCULARGENERAL NATURECATEGORY CODE NATURE OF INJURY NAME

TK CONCUSSIONTL LACERATION, CUTTP PUNCTURETS STRAIN, MULTIPLE

CONDITION/STROKET2T3T4

T8

TRAUMATIC HEARING LOSSTRAUMATIC HEART CONDITIONTRAUMATIC MENTAL DISORDER,STRESS; NERVOUS CONDITIONTRAUMATIC INJURY - OTHER (EXCEPTDISEASE, ILLNESS)


** A nontraumatic physiological harm or loss of capacity produced by systemic infection; continued or repeated stress or strain; exposure to toxins, poisons,fumes, etc.; or other continued and repeated exposures to conditions of the work environment over a long period of time. For practical purposes, an occupationalillness/disease or disability is any reported condition which does not meet the definition of traumatic injury or disability as described above.

GENERAL NATURECATEGORY CODE NATURE OF INJURY NAME

ENDEMIC DISEASE (OTHER THANCODE TYPES R&S)EFFECT OF ENVIRONMENTAL

HEARING LOSSHEART CONDITIONMENTAL DISORDER, EMOTIONALSTRESS, NERVOUS CONDITIONRADIATIONSTRAIN, MULTIPLEULCEROTHER VASCULAR CONDITIONSDISABILITY, OTHER

BIOLOGICALCHEMICALDERMATITIS, UNCLASSIFIED

DE

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DHOKOM

SBSCS9

DROSDUDVD9

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SKIN DISEASE ORCONDITION

VBVCVFVHVMVSVTV9

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**NON-TRAUMATIC ILLNESS/DISEASE OR DISABILITY

RESPIRATORY DISEASE RA ASBESTOSISRB BRONCHITISRE EMPHYSEMARP PNEUMOCONIOSISRS SILICOSISR9 RESPIRATORY DISEASE, OTHER

VIROLOGICAL, INFECTIVE& PARASITIC DISEASES

DISABILITY,OCCUPATIONAL

BRUCELLOSISCOCCIDIOMYCOSISFOOD POISONINGHEPATITISMALARIASTAPHYLOCOCCUSTUBERCULOSISVIROLOGICAUINFECTIVEIPARASITIC - OTHERARTHRITIS, BURSITISBACK STRAIN, BACK SPRAINCEREBRAL VASCULAR CONDITION;STROKE

g. TYPE AND SOURCE OF INJURYIILLNESS (CAUSE) - Type and Source Codes are used to describe what caused the incident. The Type Code stands for anACTION and the Source Code for an OBJECT or SUBSTANCE. Together, they form a brief description of how the incident occurred. Where there are twodifferent sources, code the initiating source of the incident (see example 1, below). Examples:

(1) An employee tripped on carpet and struck his head on a desk. TYPE: 210 (fell on same level) SOURCE: 0110 (walkinglworking surface).

NOTE: This example would NOT be coded 120 (struck against) and 0140 (fumiture).

(2) A Park Ranger contracted dermatitis from contact with poison ivy/oak.

TYPE: 510 (contact) SOURCE: 0920 (plant)

(3) A lock and dam mechanic punctured his finger with a metal sliver while grinding a turbine blade.

TYPE: 410 (punctured by) SOURCE: 0830 (metal)

(4) An employee was driving a government vehicle when it was struck by another vehicle.

TYPE: 800 (traveling in) SOURCE: 0421 (government-owned vehicle, as driver)

NOTE: The Type Code 800, "Traveling In" is different from the other type codes in that its function is not to identify factors contributing to the injury or fatality, butrather to collect data on the type of vehicle the employee was operating or traveling in at the time of the incident.

SOURCE OF INJURY NAME

BUILDING OR WORKING AREAWALKINGIWORKING SURFACE (FLOOR, STREET,SIDEWALKS, ETC.)STAIRS, STEPSLADDERFURNITURE, FURNISHINGS, OFFICE EQUIPMENTBOILER, PRESSURE VESSELEQUIPMENT LAYOUT (ERGONOMIC)WINDOWS, DOORSELECTRICITY

CODE

01000110

07100720073007400800

0120013001400150016001700180

STRUCKSTRUCK BYSTRUCK BY FALLING OBJECTSTRUCK AGAINSTFELL, SLIPPED, TRIPPEDFELL ON SAME LEVELFELL ON DIFFERENT LEVELSLIPPED, TRIPPED (NO FALL)CAUGHTCAUGHT ONCAUGHT INCAUGHT BETWEENPUNCTURED,LACERATEDPUNCTURED BYCUT BYSTUNG BYBITTEN BYCONTACTEDCONTACTED WITH (INJURED PERSON MOVING)CONTACTED BY (OBJECT WAS MOVING)

Select the most appropriate TYPE and SOURCE identifier from the list below and enter the name on the line and the corresponding code in the appropriate box.

CODE TYPE OF INJURY NAME EXERTED0610 LIFTED, STRAINED BY (SINGLE ACTION)0620 STRESSED BY (REPEATED ACTION)

EXPOSEDINHALEDINGESTEDABSORBEDEXPOSED TOTRAVELING IN

011001110120

021002200230

031003200330

0410042004300440

05100520


0200 ENVIRONMENTAL CONDITION0210 TEMPERATURE EXTREME (INDOOR)0220 WEATHER (ICE. RAIN, HEAT, ETC.)0230 FIRE, FLAME. SMOKE (NOT TOBACCO)0240 NOISE0250 RADIATION0260 LIGHT0270 VENTILATION0271 TOBACCO SMOKE0280 STRESS (EMOTIONAL)0290 CONFINED SPACE0300 MACHINE OR TOOL0310 HAND TOOL (POWERED; SAW, GRINDER. ETC.)0320 HAND TOOL (NONPOWERED)0330 MECHANICAL POWER TRANSMISSION APPARATUS0340 GUARD, SHIELD (FIXED, MOVEABLE. INTERLOCK)0350 VIDEO DISPLAY TERMINAL0360 PUMP. COMPRESSOR. AIR PRESSURE TOOL0370 HEATING EQUIPMENT0380 WELDING EQUIPMENT0400 VEHICLE0411 AS DRIVER OF PRIVATELY OWNED/RENTAL VEHICLE0412 AS PASSENGER OF PRIVATELY OWNEDIRENTAL VEHICLE0421 DRIVER OF GOVERNMENT VEHICLE0422 PASSENGER OF GOVERNMENT VEHICLE0430 COMMON CARRIER (AIRLINE. BUS, ETC.)0440 AIRCRAFT (NOT COMMERCIAL)0450 BOAT, SHIP, BARGE0500 MATERIAL HANDLING EQUIPMENT0510 EARTHMOVER (TRACTOR, BACKHOE, ETC.)0520 CONVEYOR (FOR MATERIAL AND EQUIPMENT)0530 ELEVATOR, ESCALATOR, PERSONNEL HOIST0540 HOIST. SLING CHAIN. JACK0550 CRANE0551 FORKLIFT0560 HANDTRUCK, DOLLY0600 DUST. VAPOR. ETC.0610 DUST (SILICA, COAL. ETC.)0620 FIBERS0621 ASBESTOS0630 GASES

INSTRUCTIONS FOR SECTION 6 - PUBLIC FATALITY

063106400641065007000711071207130714072107220723072407300740075008000810082008300831084008500860087008800900091109120920093009400950096010001010

1020102110301040

CARBON MONOXIDEMIST, STEAM. VAPOR, FUMEWELDING FUMESPARTICLES (UNIDENTIFIED)CHEMICAL. PLASTIC, ETC.DRY CHEMICAL - CORROSIVEDRY CHEMICAL - TOXICDRY CHEMICAL - EXPLOSIVEDRY CHEMICAL FLAMMABLELIQUID CHEMICAL - CORROSIVELIQUID CHEMICAL - TOXICLIQUID CHEMICAL - EXPLOSIVELIQUID CHEMICAL - FLAMMABLEPLASTICWATERMEDICINEINAMINATE OBJECTBOX. BARREL. ETC.PAPERMETAL ITEM. MINERALNEEDLEGLASSSCRAP. TRASHWOODFOODCLOTHING. APPAREL, SHOESANIMATE OBJECTDOGOTHER ANIMALPLANTINSECTHUMAN (VIOLENCE)HUMAN (COMMUNICABLE DISEASE)BACTERIA. VIRUS (NOT HUMAN CONTACT)PERSONAL PROTECTIVE EQUIPMENTPROTECTIVE CLOTHING, SHOES, GLASSES.GOGGLESRESPIRATOR, MASKDIVING EQUIPMENTSAFETY BELT, HARNESSPARACHUTE

OTHER ACTIVITIES

29. Unlawful acts (fights, riots, vandalism. etc.)30. Food preparation/serving31. Food consumption32. Housekeeping33. Sleeping34. Pedestrian struck by vehicle35. Pedestrian other acts36. Suicide37. "Other" activities

a. ACTIVITY AT TIME OF ACCIDENT· Select the activity being performed at the time of the accident from the list below. Enter the activity name on the line andthe corresponding number in the box. If the activity performed is not identified on the list, select from the most appropriate primary activity area (water related.non-water related or other activity). the code number for ·Other". and write in the activity being performed at the time of the accident.

WATER RELATED RECREATION 19. Camping/picnicking unauthorized area20. Guided tours21. Hunting22. Playground equipment23. Sports/summer (baseball. football, etc.)24. Sportslwinter (skiing. sledding. snowmobiling etc.)25. Cycling (bicycle, motorcycle, scooter)26. Gliding27. Parachuting28. Other non-water related

1. Sailing2. Boating-powered3. Boating-unpowered4. Water skiing5. Fishing from boat6. Fishing from bank dock or pier7. Fishing while wading8. Swimming/supervised area9. SWimming/designated area10. Swimming/other area11. Underwater activities (skin diving. scuba. etc.)12. Wading13. Attempted rescue14. Hunting from boat15. Other

NON-WATER RELATED RECREATION

16. Hiking and walking17. Climbing (general)18. Camping/picnicking authorized area

b. PERSONAL FLOTATION DEVICE USED - If fatality was water-related was the victim wearing a person flotation device? Mark the appropriate box.

INSTRUCTIONS FOR SECTION 7 • MOTOR VEHICLE ACCIDENT

a. TYPE OF VEHICLE - Mark appropriate box for each vehicle involved. If more than one vehicle of the same type is involved. mark both halves of theappropriate box. USACE vehicle(s) involved shall be marked in left half of appropriate box.

ENG FORM 33941NST, MAR 1999 PREVIOUS EDITIONS ARE OBSOLETE. Page 10 of 13 PagesAR302133

b. TYPE OF COLLISION - Mark appropriate box.

c. SEAT BELT - Mark appropriate box.

INSTRUCTIONS FOR SECTION 8 - PROPERTY/MATERIAL INVOLVED

a. NAME OF ITEM - Describe all property involved in accident. Property/material involved means material which is damaged or whose use or misuse contributedto the accident. Include the name, type, model; also include the National Stock Number (NSN) whenever applicable.

b. OWNERSHIP - Enter ownership for each item listed. (Enter one of the following: USACE; OTHER GOVERNMENT; CONTRACTOR; PRIVATE)

c. $ AMOUNT OF DAMAGE - Enter the total estimated dollar amount of damage (parts and labor), if any.

INSTRUCTIONS FOR SECTION 9 - VESSEUFLOATING PLANT ACCIDENT

a. TYPE OF VESSEUFLOATING PLANT - Select the most appropriate vessellfloating plant from list below. Enter name and place corresponding number in box.

If item is not listed below, enter item number for "OTHER" and write in specific type of vessel floating plant.

VESSEUFLOATING PLANTS

1. ROWBOAT2. SAILBOAT3. MOTOR BOAT4. BARGE5. DREDGE/HOPPER6. DREDGE/SIDE CASTING7. DREDGE/DIPPER8. DREDGE/CLAMSHELL, BUCKET9. DREDGEIPIPE LINE10. DREDGE/DUST PAN11. TUGBOAT12. OTHER

b. COLLISION/MISHAP - Select from the list below the obJect(s) thatcontributed to the accident or were damaged In the accident.

INSTRUCTIONS FOR SECTION 10 - ACCIDENT DESCRIPTION

COLLISION/MISHAP

1. COLLISION W/OTHER VESSEL2. UPPER GUIDE WALL3. UPPER LOCK GATES4. LOCK WALL5. LOWER LOCK GATES6. LOWER GUIDE WALL7. HAULAGE UNIT8. BREAKING TOW9. TOW BREAKING UP10. SWEPT DOWN ON DAM11. BUOY/DOLPHIN/CELL12. WHARF OR DOCK13. OTHER

DESCRIBE ACCIDENT - Fully describe the accident. Give the sequence of events that describe what happened leading up to and including the accident. FUllyidentify personnel and equipment involved and their role(s) in the accident. Ensure that relationships between personnel and equipment are dearly specified.Continue on blank sheets if necessary and attach to this report.

INSTRUCTIONS FOR SECTION 11 - CAUSAL FACTORS

a. Review thoroughly. Answer each question by marking the appropriate block. If any answer is yes, explain in item 13 below. Consider, as a minimum, thefollowing:

(1) DESIGN - Did inadequacies associated with the building or work site playa role? Would an improved design or layout of the equipment or facilities reduce thelikelihood of similar accidents? Were the tools or other equipment designed and intended for the task at hand?

(2) INSPECTION/MAINTENANCE - Did inadequately or improperly maintained equipment, tools, workplace, etc. create or worsen any hazards that contributed tothe accident? Would better equipment, facility, work site or work activity inspections have helped avoid the accident?

(3) PERSON'S PHYSICAL CONDITION - Do you feel that the accident would probably not have occurred if the employee was in "good" physical condition? If theperson involved in the accident had been in better physical condition, would the accident have been less severe or avoided altogether? Was over exertion afactor?

(4) OPERATING PROCEDURES - Did a lack of or inadequacy within established operating procedures contribute to the accident? Did any aspect of theprocedures introduce any hazard to, or increase the risk associated with the work process? Would establishment or improvement of operating procedures reducethe likelihood of similar accidents?

(5) JOB PRACTICES - Were any of the provisions of the Safety and Health Requirements Manual (EM 385-1-1) violated? Was the task being accomplished in amanner which was not in compliance with an established job hazard analysis or activity hazard analysis? Did any established job practice (induding EM 385-1-1)fail to adequately address the task or work process? Would better job practices improve the safety of the task?

(6) HUMAN FACTORS - Was the person under undue stress (either internal or external to the job)? Did the task tend toward overloading the capabilities of theperson; i.e., did the job require tracking and reacting to many external inputs such as displays, alarms, or signals? Did the arrangement of the workplace tend tointerfere with efficient task performance? Did the task require reach, strength, endurance, agility, etc., at or beyond the capabilities of the employee? Was thework environment ill-adapted to the person? Did the person need more training, experience, or practice in doing the task? Was the person inadequately rested toperform safely?

(7) ENVIRONMENTAL FACTORS - Did any factors such as moisture, humidity, rain, snow, sleet, hail, ice, fog, cold, heat, sun, temperature changes, wind, tides,floods, currents, dust, mud, glare, pressure changes, lightning, etc., playa part in the accident?

ENG FORM 33941NST, MAR 1999 PREVIOUS EDITIONS ARE OBSOLETE. Page 11 of 13 PagesAR302134

(8) CHEMICAL AND PHYSICAL AGENT FACTORS - Did exposure to chemical agents (either single shift exposure or long-term exposure) such as dusts, fibers(asbestos, etc.), silica, gases (carbon monoxide, chlorine, etc.,), mists, steam, vapors, fumes, smoke, other particulates, liquid or dry chemicals that are corrosive,toxic, explosive or flammable, byproducts of combustion or physical agents such as noise, ionizing radiation, non-ionizing radiation (UV radiation created duringwelding, etc.) contribute to the accidenUincident?

(9) OFFICE FACTORS· Did the fact that the accident occurred in an office setting or to an office worker have a bearing on its cause? For example, office workerstend to have less experience and training in performing tasks such as lifting office furniture. Did physical hazards within the office environment contribute to thehazard?

(10) SUPPORT FACTORS - Was the person using an improper tool for the job? Was inadequate time available or utilized to safely accomplish the task? Wereless than adequate personnel resources (in terms of employee skills, number of workers, and adequate supervision) available to get the job done properly? Wasfunding available, utilized, and adequate to provide proper tools, equipment, personnel, site preparation, etc.?

(11) PERSONAL PROTECTIVE EQUIPMENT - Did the person fail to use appropriate personal protective equipment (gloves, eye protection, hard-toed shoes,respirator, etc.) for the task or environment? Did protective equipment provided or worn fail to provide adequate protection from the hazard(s)? Did lack of orinadequate maintenance of protective gear contribute to the accident?

(12) DRUGS/ALCOHOL - Is there any reason to believe the person's mental or physical capabilities, judgment, etc., were impaired or altered by the use of drugsor alcohol? Consider the effects of prescription medicine and over the counter medications as well as illicit drug use. Consider the effect of drug or alcoholinduced "hangovers".

b. WRITTEN JOB/ACTIVITY HAZARD ANALYSIS - Was a written Job/Activity Hazard Analysis completed for the task being performed at the time of theaccident? Mark the appropriate box. If one was performed, attach a copy of the analysis to the report.

INSTRUCTIONS FOR SECTION 12 - TRAINING

a. WAS PERSON TRAINED TO PERFORM ACTIVITYITASK? - For the purpose of this section "trained" means the person has been provided the necessaryinformation (either formal and/or on-the-job (OJT) training) to competently perform the activity/task in a safe and healthful manner.

b. TYPE OF TRAINING - Mark the appropriate box that best indicates the type of training; (classroom or on-the-job) that the injured person received, before theaccident happened.

c. DATE OF MOST RECENT TRAINING - Enter YYYYMMDD of the last formal training completed that covered the activity task being performed at the time of theaccident.

INSTRUCTIONS FOR SECTION 13 - CAUSES

a. DIRECT CAUSES - The direct cause is that single factor, which most directly lead to the accident. See examples below.

b. INDIRECT CAUSES - Indirect causes are those factors which contributed to but did not directly initiate the occurrence of the accident.

Examples for section 13:

a. Employee was dismantling scaffold and fell 12 feet from unguarded opening.

Direct cause: failure to proVide fall protection at elevation. Indirect causes: failure to enforce USACE safety requirements; improper training/motivation ofemployee (possibility that employee was not knowledgeable of USACE fall protection requirements or was lax in his attitude towards safety); failure to ensureprovision of positive fall protection whenever elevated; failure to address fall protection during scaffold dismantling in phase hazard analysis.

b. Private citizen had stopped his vehicle at intersection for red light when vehicle was struck in rear by USACE vehicle. (Note: USACE vehicle was in proper/safeworking condition).

Direct cause: failure of USACE driver to maintain control of and stop USACE vehicle within safe distance.

Indirect cause: failure of employee to pay attention to driving (defensive driving).

INSTRUCTIONS FOR SECTION 14 - ACTION TO ELIMINATE CAUSE(s)

DESCRIPTION - Fully describe all the actions taken, anticipated, and recommended to eliminate the cause(s) and prevent reoccurrence of similar accidents/illnesses. Continue on blank sheets of paper if necessary to fully explain and attach to the completed report form.

INSTRUCTIONS FOR SECTION 15 - DATES FOR ACTION

a. BEGIN DATE - Enter the date YYYYMMDD when the corrective action(s) identified in section 14 will begin.

b. COMPLETE DATE - Enter the date YYYYMMDD when the corrective action(s) identified in section 14 will be completed.

c. DATE SIGNED - Enter YYYYMMDD that the report was signed by the responsible supervisor.

d.e.. TITLE AND SIGNATURE - Enter the title and signature of supervisor completing the accident report. For a GOVERNMENT employee accidenUillness theimmediate supervisor will complete and sign the report. For PUBLIC accidents the USACE Project Manager/Area Engineer responsible for the USACE propertywhere the accident happened shall complete and sign the report. For CONTRACTOR accidents the Contractor's project manager shall complete and sign thereport and provide to the USACE supervisor responsible for oversight of that contractor activity. This USACE supervisor shall also sign the report. Upon enteringthe information required in 15c., 15d., 15e., 15f. and 15g. below, the responsible USACE supervisor shall forward the report for management review as indicatedin section 16.

ENG FORM 3394/NST, MAR 1999 PREVIOUS EDITIONS ARE OBSOLETE. Page 12 of 13 PagesAR302135

f. ORGANIZATION NAME - For GOVERNMENT employee accidents enter the USACE organization name (Division. Branch. Section. etc.) of the injuredemployee. For PUBLIC accidents enter the USACE organization name for the person identified in block 15d. For CONTRACTOR accidents enter the USACEorganization name for the USACE office responsible for providing contract administration oversight.

g. OFFICE SYMBOL - Enter the latest complete USACE Office Symbol for the USACE organization identified in block 15f.

INSTRUCTIONS FOR SECTION 16· MANAGEMENT REVIEW (1st)

1ST REVIEW - Each USACE FOA shall determine who will provide 1st management review. The responsible USACE supervisor in section 15d. shall forward thecompleted report to the USACE office designated as the 1st Reviewer by the FOA. Upon receipt, the Chief of the Office shall review the completed report, markthe appropriate box, provide substantive comments, sign. date, and forward to the FOA Staff Chief (2nd review) for review and comment.

INSTRUCTIONS FOR SECTION 17 - MANAGEMENT REVIEW (2nd)

2ND REVIEW - The FOA Staff Chief (i .e., FOA Chief of Construction, Operations, Engineering. Planning, etc.) shall mark the appropriate box, review thecompleted report, provide substantive comments. sign, date, and return to the FOA Safety and Occupational Health Office.

INSTRUCTIONS FOR SECTION 18· SAFETY AND OCCUPATIONAL HEALTH REVIEW

3RD REVIEW - The FOA Safety and Occupational Health Office shall review the completed report, mark the appropriate box, ensure that any inadequacies,discrepancies, etc. are rectified by the responsible supervisor and management reviewers. provide substantive comments, sign. date and forward to the FOACommander for review. comment, and signature.

INSTRUCTION FOR SECTION 19· COMMAND APPROVAL

4TH REVIEW· The FOA Commander shall (to include the person designated Acting Commander in his absence) review the completed report, comment ifrequired. sign, date, and forward the report to the FOA Safety and Occupational Health Office. Signature authority shall not be delegated.



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AR302140


AR302141

ATTACHMENT C

EP-310-1-6a

AR302142


AR302143

Introduction: Construction Project Signs EP 310-1-6a01 Jun 06

16-1

The use of signs to identify Corpsmanaged or supervised design, construc-tion, and rehabilitation projects - both formilitary and civil works - is an importantpart of efforts to keep the public informedof Corps work. For this purpose, aconstruction project sign package hasbeen adopted. This package consists oftwo signs: one for project identificationand the other to show on-the-job safetyperformance of the contractor.These two signs are to be displayed sideby side and mounted for reading bypassing viewers. Exact placementlocation will be designated by thecontracting officer’s representative.The panel sizes and graphic formats havebeen standardized for visual consistencythroughout all Corps operations.Panels are fabricated using HDO plywoodor aluminum with dimensional lumberuprights and bracing. The sign faces arenonreflective vinyl.

All legends are to be die-cut or computer-cut in the sizes and typefaces specifiedand applied to the white panel back-ground following the graphic formatsshown on pages 16-2 and 16-3. TheCommunication Red panel on the leftside of the construction project sign withCorps Signature (reverse version) isscreen-printed onto the white back-ground.A display of these two signs is shown onthe following two pages. Mounting andfabrication details are provided on page16-4.Special applications or situations notcovered in these guidelines should bereferred to the district Sign ProgramManager.

AR302144

Construction Project Identification Sign

16-2

EP 310-1-6a01 Jun 06

Below are two samples of the Construc-tion Project Identification sign showinghow this panel is adaptable for use toidentify either military (top) or civil worksprojects (bottom). The graphic format forthis 4’x 6' sign panel follows the legendguidelines and layout as specified below.The large 4’x 4' section of the panel onthe right is to be white with black legend.The 2’x 4' section of the sign on the left

with the full Corps Signature (reverseversion) is to be screen-printed Commu-nication Red on the white backgroundThe designation of a sponsor in the areaindicated is optional with Military or CivilWorks construction signs. Signs may listone sponsoring entity. If agreement on asponsor designation cannot be achieved,the area should be left blank.

This sign is to be placed with the SafetyPerformance sign shown on the followingpage. Mounting and fabrication detailsare provided on page 16-4.Special applications or situations notcovered in these guidelines should bereferred to the district Sign ProgramManager.

Legend Group 1: One- to two-line descriptionof Corps relationship to project.Color: WhiteTypeface: 1.25" Helvetica RegularMaximum line length: 19”Legend Group 2: Division or District Name(optional). Placed below 10.5” reverseSignature (6” Castle).Color: WhiteTypeface: 1.25" Helvetica RegularLegend Group 2a: One- to three-line identifica-tion of Military or Civil Works sponsor(optional). Place below Corps Signature tocross-align with Group 5a-b.Color: WhiteTypeface: 1.25" Helvetica RegularMaximum line length: 19"Legend Group 3: One- to three-line project titlelegend describes the work being done underthis contract.Color: BlackTypeface: 3" Helvetica BoldMaximum line length: 42"Legend Group 4: One- to two-line identificationof project or facility (civil works) or name ofsponsoring department (military).Color: BlackTypeface: 1.5" Helvetica RegularMaximum line length: 42"Cross-align the first line of Legend Group 4with the first line of the Corps Signature (USArmy Corps) as shown.Legend Groups 5a-b: One- to five-lineidentification of prime contractors including:type (architect, general contractor, etc.),corporate or firm name, city, state. Use ofLegend Group 5 is optional.Color: BlackTypeface: 1.25" Helvetica RegularMaximum line length: 21"All typography is flush left and rag right, upperand lower case with initial capitals only asshown. Letter- and word-spacing to followCorps standards as specified in Appendix D.

Sign Legend Panel Post Specification Mounting ColorType Size (A) Size Size Code Height Bkg/LgdCID-01 various 4’x6’ 4”x4” HDO-3 48” WH-RD/BK

4.5”2”

6.25”

10.5”

2.5”

3” 3” 42” 3”

6”

4.5”4.5”6”2.25”

9.5”1.875”1.875”1.875”1.875”7.75”

3” 21” 1” 21” 2”

AR302145

Safety Performance Sign EP 310-1-6a01 Jun 06

16-3

Each contractor’s safety record is to beposted on Corps managed or supervisedconstruction projects and mounted withthe Construction Project Identificationsign specified on page 16-2.The graphic format, color, size and type-faces used on the sign are to be repro-duced exactly as specified below. The

title with First Aid logo in the top sectionof the sign, and the performance recordcaptions are standard for all signs of thistype. Legend groups 2 and 3 belowidentify the project and the contractor andare to be placed on the sign as shown.Safety record numbers are mounted onindividual metal plates and are screw-

mounted to the background to allow fordaily revisions to posted safety perfor-mance record.Special applications or situations notcovered in these guidelines should bereferred to the district Sign ProgramManager.

Legend Group 1: Standard two-line title “Safetyis a Job Requirement” with 8” (outsidediameter) Safety Green first aid logo.Color: To match Pantone system 347Typeface: 3" Helvetica BoldColor: BlackLegend Group 2: One- to two-line project titlelegend describes the work being done underthis contract and name of host project.Color: BlackTypeface: 1.5" Helvetica RegularMaximum line length: 42"Legend Group 3: One- to two-line identifica-tion: name of prime contractor and city, stateaddress. Color: BlackTypeface: 1.5" Helvetica RegularMaximum line length: 42"Legend Group 4: Standard safety recordcaptions as shown.Color: BlackTypeface: 1.25” Helvetica RegularReplaceable numbers are to be mounted onwhite .060 aluminum plates and screw-mounted to background.Color: BlackTypeface: 3" Helvetica RegularPlate size: 2.5" x 4.5"All typography is flush left and rag right, upperand lower case with initial capitals only asshown. Letter- and word-spacing to followCorps standards as specified in Appendix D.

3” 33.030” eq. 8” eq.

6”4.5”

10.5”

2.25”3”

2.25”3”

4.875”4.875”

6.75”

4.875”.75”4.875”4.5”3”

3” 42” 3”

2.25” 2.25” 2.25” 2.25”

.75”

3”

.75”

Sign Legend Panel Post Specification Mounting ColorType Size (A) Size Size Code Height Bkg/LgdCID-02 various 4’x4’ 4”x4” HDO-3 48” WH/BK-SG

AR302146

Fabrication and Mounting GuidelinesEP 310-1-6a01 Jun 06

16-4

All Construction Project Identificationsigns and Safety Performance signs areto be fabricated and installed as de-scribed below. The signs are to beerected at a location designated by thecontracting officer representative andshall conform to the size, format, andtypographic standards shown onpages16-2 and 16-3. Detailed specifica-

tions for HDO plywood panel preparationare provided in Appendix B.Shown below the mounting diagram is apanel layout grid with spaces provided forproject information. Photocopy this pageand use as a worksheet when preparingsign legend orders.

For additional information on the propermethod to prepare sign panel graphics,contact the district Sign ProgramManager.

The sign panels are to be fabricated from .75"High Density Overlay Plywood. Panelpreparation to follow HDO specificationsprovided in Appendix B.Sign graphics to be prepared on a whitenonreflective vinyl film with positionableadhesive backing.All graphics except for the CommunicationRed background with Corps Signature on theproject sign are to be die-cut or computer-cutnonreflective vinyl, prespaced legendsprepared in the sizes and typefaces specifiedand applied to the background panel followingthe graphic formats shown on pages16-2 and 16-3.The 2’x 4’ Communication Red panel (to matchPantone system 032) with full Corps Signa-ture (reverse version) is to be screen-printedon the white background. Identification of thedistrict or division may be applied under thesignature with white cut vinyl letters preparedto Corps standards.Drill and insert six (6) .375" T-nuts from thefront face of the HDO sign panel. Positionholes as shown. Flange of T-nut to be flushwith sign face.Apply graphic panel to prepared HDOplywood panel following manufacturers’instructions.Sign uprights to be structural grade 4" x 4"treated Douglas Fir or Southern Yellow Pine,No.1 or better. Post to be 12' long. Drill six (6).375" mounting holes in uprights to align withT-nuts in sign panel. Countersink (.5") back ofhole to accept socket head cap screw (4" x.375").Assemble sign panel and uprights. Imbedassembled sign panel and uprights in 4' hole.Local soil conditions and/or wind loading mayrequire bolting additional 2" x 4" struts oninside face of uprights to reinforce installationas shown.

48”

48”

18”Construction Project Identification SignLegend Group 1: Corps Relationship1.2.Legend Group 2: Division/District Name1.2.Legend Group 3: Project Title1.2.3.Legend Group 4: Facility Name1.2.Legend Group 5: Contractor/A&E1.2.3.4.5.Safety Performance SignLegend Group 2: Project Title1.2.Legend Group 3: Contractor/A&E1.2.

Legend Group 2a: Military/Civil Works Sponsor1.2.

Legend Group 5b: Contractor/A&E1.2.3.4.5.

AR302147

ATTACHMENT D

PERIMETER DUST MONITORING LEVELS

AR302148


AR302149

Calculation of Site-Specific Perimeter Total Dust Monitoring Levels For Off-Site Receptors for In-Situ Stabilization/Solidification (S/S) at the AWI Site

Objectives: Identification of Total Dust Monitoring Levels for Off-Site Receptors for Debris Removal and S/S Treatment of DNAPL-Impacted Soil

Assumptions: (1) COC concentrations in the soil are the same as the concentration on dust in the air

Total Dust Monitoring Calculations:

Ctotal dust,air =

Where: Ctotal dust,air = Total dust concentration in air (mg/m3) required to achieve the risk-based monitoring level for a given COC

RAL =

Cmax,soil = Maximum concentration of contaminant in soil (ppm)

COC (a) Cmax,soil(b)

(mg/kg)

Cmax,soil x 10-6

(mg/mg)

RAL (c)

(mg/m3)

Ctotal dust,air

(mg/m3)

"Not to Exceed"

Ctotal dust,air(d)

(mg/m3)

Acenapthene 7,500 7.500E-03 NC -- --

Anthracene 6,200 6.200E-03 NC -- --

Benz(a)anthracene 3,200 3.200E-03 0.0048 1.5 15

Benzo(a)pyrene 1,600 1.600E-03 0.00048 0.3 3

Benzo(b)fluoranthene 1,800 1.800E-03 0.0048 2.7 27

Benzo(k)fluoranthene 860 8.600E-04 0.0048 6 60

Chrysene 2,600 2.600E-03 0.048 18 180

Dibenz[a,h]anthracene 150 1.500E-04 0.00048 3.2 32

Fluoranthene 13,000 1.300E-02 NC -- --

Fluorene 8,000 8.000E-03 NC -- --

Indeno[1,2,3-cd]pyrene 520 5.200E-04 0.0048 9 90

Methylnaphthalene, 1- ND -- NC -- --

Methylnaphthalene, 2- 330 3.300E-04 NC -- --

Napthalene 9,900 9.900E-03 0.017 1.7 17

Pyrene 10,000 1.000E-02 NC -- --

Pentachlorophenol 11,000 1.100E-02 1.139 104 1,040

Dioxin (TEQ) 0.0188 1.880E-08 0.00000014 7.4 74

Risk-based action level (mg/m3)

(2) Risk-based ambient air action levels are based on a risk level of 1 x 10-5 with a recepter exposed at the site perimeter (5 days/week; 8 hours/day) thoroughtthe entire project duration

Establish site-specific total dust monitoring levels for off-site receptors for the Contaminants of Concern (COCs) to be monitored during the debris removaland S/S work at the AWI Site. Dust monitoring levels were calculated based on the maximum detected concentration of COCs at the Historic Disposal Area

(HDA) and compound specific risk-based action levels for the site.

RAL / (Cmax,soil x 10-6)

1 of 2AR302150

Calculation of Site-Specific Perimeter Total Dust Monitoring Levels For Off-Site Receptors for In-Situ Stabilization/Solidification (S/S) at the AWI Site

Arsenic 397 3.970E-04 0.00008 0.2 2

Antimony 12.6 1.260E-05 NC -- --

Iron 60,000 6.000E-02 NC -- --

Lead 804 8.040E-04 0.437 543.5 5,435

Thallium 4.6 4.600E-06 NC -- --

NC = No Criteria

ND = No Data

TEQ = Toxic Equivalent

Notes:

(a) Contaminants of Concern (COCs) identified in the Record of Decision (EPA 2007) and lead.

(c) Risk-based monitoring levels from "Ambient Air Monitoring Levels" (see table in Attachment F)

(d) Calculated using the "Not to Exceed" risk-based monitoring levels from "Ambient Air Monitoring Level" (See table in Attachment F)

Conclusions:

The "Not to Exceed" level for perimeter total particulate monitoring of off-site receptors is 2 mg/m3

(3) The dust levels identified above for monitoring off-site receptors are based upon site-specific contaminants. Other dust levels that may need to bemonitored include 9 VAC 5-30 and 9 VAC 5-50-90. The regulations are identified in the ROD as applicable or relevant and appropriate requirements

(ARARs) for the site (EPA 2007).

(1) Based on the calculations above, the site-specific dust action level (Ctotal dust,air) for arsenic has the lowest dust concentration of all the COCs.

(2) The calculations also show that the site-specific "Not to Exceed" dust level for arsenic is the lowest "Not to Exceed" dust concentration of all the COCs.

The action level for perimeter total particulate monitoring of off-site receptors is 0.2 mg/m3

(b) COC maximum concentrations were obtained from the following sources: (1) Focused Feasibility Study OU1 Soil and DNAPL, CDM, May 31, 2007; and (2) Treatability

Studies for West Side DNAPL-Contaminated Soils, Schnabel, January 2010.

2 of 2AR302151

ATTACHMENT E

SCHNABEL GEOTECHICAL ANALYSIS/TREATABILITY STUDY

AR302152


AR302153

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