W912DW24B0YY2 Amendment 0005.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

Amendment 0005 to Solicitation W912DW24B0YY2 for project entitled, “Repair Perimeter Bridge (J84018)” on Joint Base Lew is-McChord (JBLM), Washington.

See Continuation Page for Amendment details.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 25

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

16C. DATE SIGNED

BY 13-Mar-2024

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

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912DW24B0YY2

X 9B. DATED (SEE ITEM 11)

01-Feb-2024

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

(a) By completing Items 8 and 15, and returning 0 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

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

6. ISSUED BY

3. EFFECTIVE DATE

13-Mar-2024

CODE

USA ENGINEER DISTRICT, SEATTLE

ATTN: CENWS-CT

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

W912DW 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DW24B0YY2

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

Amendment 0005:

The purpose of Amendment 0005 is to incorporate the following into Solicitation W912DW24B0YY2, for project entitled, “Repair Perimeter Bridge (J84018)” on Joint Base Lewis-McChord (JBLM), Washington.

1. Extend the bid due date, see Note to Bidders and Summary of Changes for specifics

2. Update Table of Contents

3. Extend the Period of Performance from 360 days to 614 days.

4. Revise the Statement of Work

Note to Bidders: The due date for receipt of bids in response to this solicitation has been extended to 26 March 2024 at 10:00 A.M., the ProjNet window for questions will remain open for inquiries until the close of business on 19 March 2024.

All other terms and conditions of this Solicitation remain unchanged.

NOTICE TO BIDDERS: Bidders must acknowledge receipt of this amendment, and any previous amendments, by number and date on the Standard Form 1442, Back, Block 19.

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 19-Mar-2024 10:00 AM to 26-Mar-2024 10:00 AM.

The following have been modified:

Section 00 10 00 Solicitation

- Contract Line Item Number (CLIN) Schedule

- Authority to Bind

Section 00 21 00 Instructions

- Provisions

Section 00 45 00 Representations and Certifications

- Pre-Award Information

Section 00 72 00 General Conditions

- Contract Clauses

Section 00 73 00 Supplementary Conditions

- Davis Bacon and Related Acts Wage Determination

Section 01 00 00 General Requirements

- Statement of Work Dated 12 March 2024

Submittal Register (PROVIDED UNDER SEPARATE COVER)

- 01 33 00_Submittal Register

Attachments (PROVIDED UNDER SEPARATE COVER)

- Attachment 1 - 2024-03-05 Perimeter Bridge McChord IFC Specifications

- Attachment 2 - 2024-01-05 300 Series - IFC Plans 11x17 (1)

- Attachment 3 - 2023-11-14 McChord Field Bridges Stormwater Drainage Plan (Rev 1)

- Attachment 4 - 2021-12-22 McChord Geotech Bridge Foundation Report

- Attachment 5 - Stream Work to follow Nationwide USACE Permit 2021-NWP14-Enclosure-20220511

- Attachment 6 - Standard Operating Procedures for use of Grays Army Airfield Borrow Source Pit

- Attachment 7 - Utility Contacts Fees Responsibilities

- Attachment 8 - Temp Stockpile Lining Diagram

- Attachment 9 - 2021-11-11 McChord H&H Analysis Report

- Attachment 10 - SWMMWW Dispersion Trench

- Attachment 11 - Property Perimeter Bridge 2021-10-12_Form DD 1354 Draft

- Attachment 12 - McChord Airfield Explosive Arc

- Attachment 13 - FAA Form 7460-1 052026

SECTION 00 72 00 - GENERAL CONDITIONS

The following have been modified:

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 614 days after the date the contractor receives the notice to proceed. The time stated for completion shall include final cleanup of the premises.

(End of clause)

SECTION 01 00 00 - GENERAL REQUIREMENTS

The following have been modified (changes highlighted in yellow):

Section 01 00 00 - General Requirements

SECTION 01 11 00

STATEMENT OF WORK

12 March 2024

PART 1 GENERAL DISCUSSION

1.1 PROJECT IDENTIFICATION

1.1.1 Project Title: Perimeter Road J84018-Repair McChord Bridges

CE0809

1.1.2 IJO Number(s): DER181508J

1.1.3 Project Package Number(s): CE0809

1.2 DESCRIPTION OF WORK

The Contractor shall supply all supervision, labor, equipment, and materials to perform all work in strict accordance with the contract specifications, this Statement of Work, and identified drawings to provide complete and functional project meeting all specified codes, standards and components.

1.3 AREA DESCRIPTION

1.3.1 Location

The work at the Perimeter Road stream crossing is in one discrete location within Joint-Base Lewis McChord (JBLM), Washington. The exact location of the construction site is shown on the drawings.

1.3.2 Known Existing Site Conditions

The site conditions are observable and available through aerial photos and prior information prepared for the project which can be provided upon request. Study documents include the project's Geotechnical Report, Hydrology and Hydraulics Report, and Stormwater Management Report. In addition, permits and authorizations provide information related to the sites.

There is evidence trace soil and/or water contamination may be found on Joint Base Lewis McChord.

Soil Testing

Soil testing is required of all excess soils and suspected soils intended to be exported to the designated contract waste site of Gray Army Airfield pit on JBLM. Required soil testing will determine if material needs to be removed from JBLM to licensed landfill.

In-situ soil sampling and testing will be completed onsite. The findings of the soil testing results will determine the final soil placement location exercised to mitigate (removal) potential soil contamination. Soil testing requirements, sample frequency and hired tester qualifications are included in the attached specifications and Borrow Site use standard operating procedures (SOP).

Timing Requirements

In-situ onsite soil testing and reporting under CLIN 0001 and CLIN 0002 will begin 30 days of the Notice of Proceed or as approved by the Contracting Officer.

Sensitive live stream surface water bypass and associated environmental mitigation work on this project is limited to starting on August 1st and ending September 30th annually. Groundwater PFAS treatment and testing must be completed in the same 60-day window.

All onsite work under CLIN 0003, CLIN 0004, CLIN 0005, CLIN 0006 and

CLIN

0007 will be completed within the performance period of 614 days.

Road closures are limited under a submitted and approved road closure and approved schedule. A road closure of the Perimeter Road culvert/bridge stream crossing is limited to a single 190-day period in the life of the project. Temporary day closures for in-situ soil testing are permitted.

Groundwater PFAS Treatment and Testing

Recent projects in the project area have highlighted the possibility that unknown concentrations of Per- and Polyfluoroalkyl Substances (PFAS) may be present in the groundwater adjacent the project site.

This work item requires the immediate physical interception, testing and treatment of expected percolating ground water as part of the planned project excavation, dewatering and sediment control. Monitoring (weekly sample testing) of ground water influent and effluent and carbon filter treatment of groundwater infiltration for PFAS will begin in conjunction with an approved surface water bypass plan, excavation plan, dewatering plan, work zone isolation and sediment control planning required by the base items of the project. Testing and treatment requirements are included in the contract specification.

1.4 PRINCIPAL ITEMS TO BE ACCOMPLISHED

1.4.1 Base Construction Deliverable

1.4.1.1 Base Item CLIN 0001: Perimeter Road

(J84018) Heavy Metal and Petroleum Soil Testing

Complete sampling and laboratory testing of soils to identify contaminated materials including in-situ soil sampling for heavy metals and petroleum product contamination. This includes in-situ testing and any stockpile testing where in-situ testing is not feasible, handling, and material isolation (offsite and onsite covering) of soil intended for export up to 590 cubic yards. Temporary stockpiles (onsite or offsite) of potentially contaminated soil must be protected with an impermeable top Liner and bottom liner and shaped to drain as shown in attachment details.

Suitable soils may be reused onsite.

1.4.1.2 Base Item CLIN 0002: Perimeter Road (J84018) PFAS Soil Testing

Complete sampling and laboratory testing of soils to identify contaminated materials including in-situ soil sampling for Per- and Polyfluoroalkyl Substances (PFAS) contamination. This includes in-situ testing and any stockpile testing where in-situ testing is not feasible, handling, and material isolation (offsite and onsite covering) of soils intended for export of up to 860 cubic yards. Temporary stockpiles (onsite or offsite) of potentially contaminated soil must be protected with an impermeable top liner and bottom liner and shaped to drain as shown in attachment details.

Suitable soils may be reused onsite.

1.4.1.3 Base Item CLIN 0003: Perimeter Road (J84018) Demonstration Test Piles

Work includes all labor, materials, and supplemental design necessary to manufacture, install and test demonstration piles (i.e., non-production piles and load testing per specification section 31 62 23.13 CONCRETE FILLED STEEL PILES) This includes two piles, one in each abutment location. The data collected is these trials are expected to benefit the material selection and optimize methods used to complete the permanent pile installation meeting all contract requirements.

1.4.1.4 Base Item CLIN 0004: Perimeter Road (J84018) Stream Crossing Repair

Work includes all labor, materials, and supplemental design necessary to have a complete and functioning product. Work includes, but is not limited to demolition and removal of two side by side 80-foot long corrugated metal pipe culverts (approximately 13 feet by 8 feet).

Construction of a single span concrete bridge (61 feet by 43 feet) and associated pile foundations and pre-cast concrete superstructure with abutment walls. At upstream face within the opening, and attached to bridge a steel grate will be installed. Demo of approximately 650 linear feet of roadway and rebuild to elevated grades and installation of embankment walls and associated barriers and guardrails. Grading to tie into elevated road of four approach roads (three gravel, one paved).

Treatment of stormwater to include drainage collection from bridge and compost amended filter strips adjacent to new road. Maintaining a security boundary during all construction. Removal and replacement of 550 linear feet of security and/or wildlife fence and four double access gates located on walls, the bridge and road adjacent.

If temporary power is needed onsite the contractor will determine power generation options and/or coordination with City Light and Power – (CLP) to determine feasibility, materials and fees to install temporary power.

Coordination and any temporary utility fees (labor and/or materials) required by the utility (CLP) are the responsibility of the contractor.

Work to support a complete product includes but is not limited to protection of on-site utilities, provisions for work area isolation, care and management of water, environmental protection, erosion control, and final bridge inspection and load rating analysis based on the constructed conditions.

1.4.1.5 Base Item CLIN 0005: Perimeter Road (J84018) Excess Soil Excavation, Haul and Placement on JBLM (Joint Base Lewis McChord)

Excavation, haul, and specified placement of approved soil to Gray Army Airfield or other approved JBLM waste site. Includes excavation, temporary stockpile(s)as approved, loading, haul and specified placement of waste soil of up to 590 cubic yards. Temporary stockpiles (onsite or offsite) of potentially contaminated soil must be protected with an impermeable top liner and bottom line and shaped to drain.

Suitable soils may be reused onsite. Final stockpiles deemed clean in an approved location will be leveled per borrow source permit requirements.

1.4.1.6 Base Item CLIN 0006: Perimeter Road (J84018) PFAS Groundwater Treatment and Testing

Treatment of groundwater within the isolated area collected during dewatering associated with excavation and installation of bridge foundation, abutment walls and re-grading of stream channel. This work does not include treating the stream by-pass (i.e., surface water routed around or through the isolated area). Work shall include, but is not limited to, furnishing all materials and labor for PFAS groundwater (i.e., per and polyfluoroalkyl substances) interception, testing, treatment, and discharge of treated water. Testing will provide rapid testing results (2-to-3-day test results) to monitor weekly samples.

1.4.1.7 Base Item CLIN 0007: Perimeter Road (J84018) PFAS and/or Heavy Metal and/or Petroleum Contaminated Soil Disposal Requiring Permitted Subtitle C Legal Landfill off JBLM. Assumed 25% PFAS and 75% Heavy Metal and/or Petroleum contamination of the volume.

Includes additional labor, materials, haul and disposal fees beyond

BASE ITEM CLIN 0005: Perimeter Road J84018) Excess Soil Excavation, Haul And Placement on JBLM. The location must meet all legal requirements for appropriate disposal of contaminated material(s) for identified contaminate(s) of PFAS and/or heavy metal and/or petroleum biproducts up to 590 cubic yards of soil material removed from Joint Base Lewis McChord. This assumes contamination levels at or above the noted values below in volume of soil planned for export from the site with any of the following substances:

1. 100 Mg/Kg of TPH-G,

2. 0.03 ug/Kg of Benzene

3. 7 ug/Kg of Toluene

4. 6 ug/Kg of Ethylbenzene

5. 9 ug/Kg of Xylenes

6. 0.1 ug/kg of cPAHS

7. 200 Mg/Kg TPH-D,

8. 200 Mg/Kg TPH-O,

9. 20 Mg/Kg Arsenic,

10. 2 Mg/Kg Cadmium,

11. 48 Mg/Kg Chromium,

12. 118 Mg/Kg Lead,

13. 0.1 Mg/Kg Mercury,

14. 5 Mg/Kg Total Naphthalenes.

Notes: (a) TPH-G = Gasoline range total petroleum hydrocarbons

(b) TPH-D = Diesel range total petroleum hydrocarbons

(c) TPH-O = Heavy oil range total petroleum hydrocarbons

(d) SVOCs = Semi-Volatile Organic Compounds

(e) Mg/Kg = milligram per kilogram

(f) ug/Kg = microgram per kilogram

(g) cPAHs = Carcinogenic polycyclic aromatic hydrocarbons

15. PFAS soil levels at or above those shown on table 4 of

Guidance for Investigating and Remediating PFAS Contamination in Washington State, Toxics Cleanup Program, Washington State Department of Ecology Olympia, Washington June 2023 | Publication No. 22-09-058. Levels (table 4) requiring licensed contaminated disposal determined by PFAS MTCA C44 limits are: PFOA @ 11 mg/kg, PFOS @ 11 mg/kg, PFNA @ 8.8 mg/kg, PFHxS @ 34 mg/kg, PFBS @ 1,100 mg/kg, PFBA @ 3,500 mg/kg, PFHxA @ 1,800 mg/kg and/or HFPO-DA @ 11 mg/kg.

PART 2 PERFORMANCE AND SCHEDULING

2.1 PERFORMANCE PERIOD REQUIREMENTS

The Contractor is required to commence work under this contract within ten

(10) business days after the date of issuance of the Notice to Proceed (NTP) for the Base Item(s), prosecute the work diligently, and complete all work on all Base Item(s)during the performance period of 614 days after issuance of the Notice to Proceed. The time stated for completion includes final cleanup of the premises and submission of all required close-out documentation.

2.2 AWARD OF OPTIONS – N/A

2.3 CONSTRUCTION PHASING REQUIREMENTS

2.3.1 Reserved Section

2.3.2 In-water Work Window

Contractor must comply with the Clover Creek in-water work window as outlined in 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS unless otherwise approved by the Contracting Officer. This applies to work within the banks of Clover Creek and includes installation of coffer dam for isolation, dewatering, excavation, fill and heavy grading. Site restoration (e.g., seeding, planting) and non-mechanical work on bank may be done outside of the in-water work window, if in compliance with associated permits.

2.4 LIQUIDATED DAMAGES

Liquidated damages are set at $1,044 per day for each calendar day of delay.

PART 3 DRAWINGS

3.1 CONTRACT DRAWINGS

The drawings outlined below are attached.

USACE / NAVFAC / AFCEC / NASA UFGS-01 11 00 (August 2015)

Change 2 - 08/21

Preparing Activity: USACE SupersedingUFGS-01 11 00 (August 2011)

Dimensions and utility locations are approximate and must be verified in the field in accordance with 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS.

PART 4 SPECIFICATIONS AND CODES

4.1 APPLICABILITY

Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids, except as may be otherwise specifically stated in the contract.

Except where the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the contract. Such standards are made a part of the Contract Documents by reference and are stated in each section.

Referenced standards, referenced directly in the contract or by governing regulations, have precedence over nonreferenced standards which are recognized in industry for applicability to the Work.

4.2 SPECIFICATIONS

The Contractor shall comply with all relevant specification sections as set forth in the Contract.

PART 5 SUBMITTALS

5.1 PROJECT SUBMITTAL REQUIREMENTS

All submittals shall be submitted in accordance with the specification 01 33 00 SUBMITTAL PROCEDURES. Required submittals are identified in their applicable specification sections.

In addition to the requirements as outlined in the specification section titled SUBMITTAL PROCEDURES, an electronic copy of each submittal shall be provided to the Government. Delivery method shall be decided during the CQC coordination meeting.

W912DW24B0Y

5.2 CLOSEOUT SUBMITTAL REQUIREMENTS

The Contractor shall provide close-out submittals as required by 01 78 00

CLOSEOUT SUBMITTALS.

a. All exterior work under this project shall be geospatially referenced on as-built drawings or provided in GIS format

b. Each As-built drawing sheet shall be annotate with the following:

- Project Title

- Project IJO number(s)

- Project Package number(s)

- Contract number

- Labeled As-built with As-built date

The Contractor shall provide a Letter of non-retention for all contract documents, plans, drawings, and specifications after the destruction of all copies that are not required to satisfy legal requirements.

PART 6 ENVIRONMENTAL AND CULTURAL RESOURCES

6.1 ASBESTOS CONTAINING MATERIAL

Existing suspect materials involved with all disturbance work are assumed to be Asbestos-Containing Material (ACM). It is the Contractor's responsibility to either test for, or to assume the suspect material is ACM, and that it is abated/encapsulated in accordance with AHERA, Federal, and Local regulations. No Asbestos Hazard Emergency Response Act (AHERA) inspection is required when the suspect materials are assumed to be ACM. The Government reserves the right to accept assumptions of ACM-positive, or to require such AHERA surveys to be performed.

When performed, inspections shall be accomplished in accordance with the Asbestos Hazard Emergency Response Act (AHERA), Federal and Local regulations. A Certified AHERA Asbestos Building Inspector shall perform all inspections. The inspection documentation shall comply with AHERA, Federal and Local regulations and shall include assessment of each Asbestos- Containing Material (ACM), its location, quantity, type, friability and percentage of asbestos.

If the tested material is positive for asbestos, or assumed to be ACM and must be disturbed during project execution, Contractor shall have a certified Asbestos Contractor perform all asbestos disturbance work necessary to complete the project in accordance with 29 CFR 1926.1101, WAC 296-62-077, 296-65, and PSCAA Regulation 3.4. If this effort is believed to constitute differing site condition(s), the Contractor shall submit an RFI identifying the situation.

6.2 LEAD-CONTAINING PAINT

Existing suspect painted surface materials involved in disturbance work will be considered to contain detectable lead paint. It is the Contractor's responsibility to either test for, or to assume the suspect material is either Lead Based Paint (LBP) or Lead Containing Paint (LCP), and that it is abated/encapsulated in accordance with OSHA, HUD, Federal and Local regulations. The Government reserves the right to accept assumptions of LCP/LBP-positive, or to require such LCP/LBP surveys to be performed.

When performed, testing shall be accomplished in accordance with OSHA and/or HUD guidelines. A Certified Lead Paint Inspector shall perform lead paint inspections. The inspection documentation shall comply with Federal and Local regulations and shall include identification of all lead paint, its location, quantity, percentage by weight, and TCLP characteristics IAW ASTM E1908-16, "Standard Guide for Sample Selection of Debris Waste from a Building Renovation or Lead Abatement Project for Toxicity Characteristic Leaching Procedure (TCLP) Testing for Leachable Lead (Pb)"

If the suspect lead containing material is tested and proves positive for lead, or when assumed to be a lead containing painted surface, any disturbance work concerning the painted surfaces shall be in accordance with:

a. Federal level: 29 CFR 1926.62:

https://www.govregs.com/regulations/expand/title29_chapterXVI I- i3_part1926_subpartD_section1926.62

b. Washington WISHA-DOSH: WAC 296-62-07521 http://app.leg.wa.gov/WAC/default.aspx?cite=296-62-07521

If this effort is believed to constitute differing site condition(s), the Contractor shall submit and RFI identifying the situation.

6.3 ENVIRONMENTAL COORDINATION

The Contractor shall comply with all Joint Base Lewis-McChord (JBLM) environmental requirements, including the most current installation regulation 200-1 (Environmental Protection and Enhancement) and Design Standards specification section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS. This includes the submission of an Environmental Protection Plan (EPP) prior to commencement of on-site work. The JBLM Environmental Division will review the submittals EPP and provide comments to the Contracting Officer or their representative. Regulation 200-1 is available at the JBLM Design Standards website (http://www.lewis-mcchord.army.mil/designstandards/). The Stormwater office can be contacted at: usarmy.jblm.id-readiness.list.dpw- stormwater1@mail.mil

The EPP shall include, but not be limited to, a site map identifying ground disturbing activities, drainage paths to existing stormwater conveyance infrastructure, proposed source control Best Management Practices (BMPs), and all other proposed temporary and permanent stormwater BMPs. Contractor shall submit a Stormwater Pollution Prevention Plan (SWPPP) in addition to the EPP. The SWPPP shall be prepared in accordance with PWE-633 Construction Site Stormwater Runoff Control Program and the 2012 SWMMWW and shall detail sediment and erosion control best management practices (BMPs).

In accordance with JBLM Reg. 200-3, no construction process water or wastewater shall be discharged to the ground or stormwater conveyance system. Construction discharge must meet requirements of the NPDES Construction Stormwater General Permit for Discharges from Construction Activities and guidance documents under the MS4 Permit. In accordance with JBLM Reg. 200-2, any wastewater generated must be collected, processed, characterized, and disposed of into the JBLM sanitary sewer system or other authorized disposal method. Prior to disposal, waste water characterization must at a minimum include pH, Oil and Grease, BOD, and TSS analysis by a NELAC accredited laboratory. Additional analyses may be required if non- conventional wastes or hazardous materials are potential contaminants.

Results shall be submitted for review and approval by Public Works. On site characterization by JBLM Pretreatment staff may waive analytical requirements at the discretion of the Pretreatment program manager. JBLM sanitary sewer discharge requires a Sanitary Sewer Discharge Permit issued by DPW Waste Water Treatment Plant. The Environmental Protection Plan for the project must identify any potential wastewater generation and the process of proper disposal.

6.4 SUSTAINABLE ACQUISITION

Sustainable Acquisition In order to comply with federally mandated sustainable acquisition requirements and Department of Defense (DOD) and Department of the Army (DA) Green Procurement Program (GPP) policies, Joint Base Lewis-McChord (JBLM) requires the purchase, supply, and use of environmentally preferable products and services. Program elements include: recovered material products, energy and water efficient products, alternative fuels and fuel efficiency, bio-based products, non-ozone depleting substances, and environmentally preferable products. For a listing of designated items, associated requirements and managing program websites, see https://sftool.gov/greenprocurement.

Additionally, the JBLM Guide to Sustainable Acquisition for Construction is available in the "Reference Manuals" section of the JBLM Design Standards webpage (http://www.lewis-mcchord.army.mil/designstandards/index1.htm).

The Contractor shall comply with all applicable Federal, DOD, Army, and JBLM sustainable acquisition laws and policies. If compliant products are unavailable or determined to be impracticable based on cost or performance, the Contractor shall contact the Contracting Officer or their representative for further guidance. Claims of exception must meet applicable legal criteria and be justified in writing through the submission of a completed HJB Form 225 (Sustainable Acquisition Exception). The form is available at https://www.lewis-mcchord.army.mil/designstandards/DocumentRepositoryForDSLinks/HJB%20225.pd

f. Additional information is available from the JBLM Sustainable Acquisition Program at (253) 966-6466 or usarmy.jblm.id-readiness.list.dpw-green- procurement1@mail.mil.

6.5 ENVIRONMENTAL MANAGEMENT SYSTEM

Environmental Management System (EMS). The JBLM EMS conforms to the criteria defined in the international standard, ISO 14001:2004 Environmental management systems - Requirements with guidance for use.

In accordance with EMS procedures, the Contractor shall be familiar with the JBLM environmental policy and shall ensure that this information is considered and incorporated into this project. Additional information regarding the JBLM EMS is available from the installation EMS Coordinator (253-966-6470).

Both the JBLM environmental policy and an environmental awareness training resource are available at the JBLM EMS webpage:

https://home.army.mil/lewis- mcchord/index.php/my-Joint-Base-Lewis- Mcchord/all-services/public_works- environmental_division/environmental-management-system.

6.6 HAZARDOUS MATERIALS

For any hazardous materials, the Contractor shall submit an initial list of hazardous materials to be used (including unit of measure and Safety Data Sheet for each product). A copy of these documents must be submitted to the Joint Base Lewis-McChord (JBLM) Pollution Prevention Program (usarmy.jblm.id-readiness.list.dpw-aul1@mail.mil) prior to commencement.

These items must be reviewed by Pollution Prevention and authorized for use by addition to the Contractor's Authorized Use List (AUL) issued by Pollution Prevention. The Contractor shall not use any hazardous materials not listed on their current AUL issued by Pollution Prevention.

For any in-use hazardous materials, the Contractor shall submit a hazardous material inventory on HJB Form 953 noting the hazardous materials used, the units of measure, quantities used, storage locations, and other information indicated on the form. This inventory shall be submitted at the end of the project. If the project goes into a new calendar year, the Contractor shall also submit a copy of this inventory (accounting for all hazardous materials) by 15 January. For any hazardous materials stored on JBLM, this inventory shall be submitted by the 15th day following the calendar year quarter in which the hazardous materials were used or stored. All HJB 953 inventories shall be submitted electronically and addressed email to the Contracting Officer or their representative, with usarmy.jblm.id- readiness.list.dpw-hm-inventory1@mail.mil included in the carbon copy ("cc") line of the email.

Questions regarding the form may be directed to the JBLM Pollution Prevention Program (966-6469). The current HJB Form 953 and form instructions are available at https://www.lewis-mcchord.army.mil/designstandards/index1.htm.

6.7 ARCHAEOLOGICAL REQUIREMENTS

Joint Base Lewis-McChord contains many unmarked archaeological sites that may be eligible for listing in the National Register of Historic Places.

In the event that human remains, artifacts, or features of archaeological interest are inadvertently discovered, the Contractor shall do the following:

Immediately cease activity in the vicinity of the discovery.

Stabilize and protect such discoveries from further disturbance or public disclosure.

Provide immediate notice (i.e., no longer than 24 hours following discovery) by telephone and email to the Installation Cultural Resource Manager and Contracting Officer's Representative.

Work may not proceed in the vicinity of the discovery until authorized to proceed by the Installation Cultural Resource Manager Karen Belvin, at (253) 477-3891, (509)339-0572, and/or karen.m.belvin.civ@army.mil and the Contracting Officer's Representative (COR).

6.8 JBLM LOG DECKING REQUIREMENTS

If timber is to be harvested, coordination with DPW Forestry is necessary in advance of cutting per 31 11 00 CLEARING AND GRUBBING.

As per AR-200-1, 4-3, "Assure that agricultural and forest products are not given away, abandoned, carelessly destroyed, used to offset contract costs or traded for services, supplies, or products or otherwise improperly removed".

6.8.1 Salable Timber Requirements

Merchantable trees shall be piled in a neat, limb-free deck for subsequent disposal by the Government per 31 11 00 CLEARING AND GRUBBING.

6.8.2 Oregon White Oak Replacement

Development, construction or timber harvest operations on Joint Base Lewis- McChord that results in the loss of Oregon white oak trees will be subject to Fish and Wildlife Program mitigation measures. Oregon white oak mitigation will require the project proponent to replant six Oregon white oak seedlings to every one tree (> 4" diameter at breast height (dbh)) that is removed through the direction and coordination with Fish & Wildlife Program staff.

6.9 CONSTRUCTION AND DEMOLITION (C&D) WASTE PLANNING AND REPORTING

The DOD Integrated (Non-Hazardous) Solid Waste Management Policy requires all facilities to meet a non-hazardous solid waste diversion goal of 64% Construction and Demolition Diversion. Create a waste management plan in accordance with 01 74 19 CONSTRUCTION WASTE

MANAGEMENT AND DISPOSAL.

6.10 EXCESS SOIL AND DEBRIS FROM CLEARING AND GRUBBING

6.10.1

Soil removed from a project site or approved for temporary stockpile in JBLM borrow sources requires testing in accordance with current JBLM Environmental Division Borrow Source Pits Plan, 40 CFR Parts 260 to 279, and WAC 173-340A-703. Soil testing shall be performed by a qualified person as stated in WAC 173-360A-0930(3).

JBLM is Large Quantity Dangerous Waste generator and therefore requires stockpiled soil classified as contaminated be removed and disposed of at a licensed appropriate facility off JBLM within 90-days.

The Contractor shall provide soil testing for this project. On this project, testing for petroleum analytes, metals analytes, lead, arsenic and PFAS is required. The Contractor shall submit a Soil Testing Plan as a pre-construction submittal. This plan shall be prepared and monitored by qualified person as stated in WAC 173-360A-0930(3).

The laboratory method for testing soils (PFAS) must follow required testing Method 1633 found at https://www.epa.gov/system/files/documents/2022- 12/3rd%20Draft%20Method%201633%20December%202022%2012-20-22_508.pdf for all soil and sediment samples and as approved by the USACE Contracting Officer prior to the time of the testing.

Where In-Situ testing is the most practical for the project soil bore frequencies will be based on the following guidelines:

Site/Construction Description

Bore Frequency

Samples per Bore 0- 2 feet3

Composite Sample Depths from Existing Ground Surface

Site fits within a 40 foot diameter circle

Sample at 0-1.5 feet

Road Work with a footprint greater than 40 foot diameter circle. Bore at centerline.

1 per 100 feet

0-1.5 feet

Road Work with a footprint greater than 40 foot diameter circle. One bore on each side of the road just past the edge of pavement (with or without stormwater treatment facilities).

1 per 100 feet right & 1 per 100 left

Samples at 0- 0.5 feet and

0.5-1.5 feet

Paved parking areas with a footprint greater than 40 foot diameter circle

10 per acre

0-1.5

Linear installation other than a road such as a sidewalk, fence, or electrical trench that does not fit in a 40 foot diameter circle

1 per 50 feet along the alignment of proposed improveme nt

0-1.5 feet

Other - An approved sampling plan prepared, submitted and monitored by qualified person as stated in WAC 173-360A-0930(3).

As recommended by a qualified tester.

As recommend ed by a qualified tester.

As recommended by a qualified tester.

Notes:

6.10.1 Bores/samples are only required when soil will be removed from the site. Bores/samples are only required for the areas associated with the soils to be removed from the site.

6.10.2 Soils that exceed the Model Toxic Control Act limits, can be kept onsite directly adjacent to the excavation (aside) if covered with 6- inches of topsoil and stabilized per the 2014 version of Ecology's Stormwater Management Manual. Contaminated soil that is excavated and can't be placed adjacent to the excavation must be removed from the site.

6.10.3 Composite Soil Samples shall be collected from 0-1.5 feet below ground surface per the above table. If the depth of excavation is below 2 feet then another composite sample from 1.5 feet to the bottom of excavation is required. If the bottom of excavation is deeper than 5 feet, then an additional composite sample below 5 feet below ground surface at every 5 foot interval (5 – 10 feet, 10 – 15 feet etc.) is required. A minimum of 10 grabs or more is required for PFAS composite sampling.

In some cases, in-situ testing may not be practicable. In those cases, the contractor must submit a RFI to request to stockpile and test soils.

If approved, the soil shall be stockpiled and tested using stockpile sampling rates specified in the 2016 guidance on the remediation of petroleum contaminated sites under the Model Toxics Control Act (MTCA) Chapter 70.105D, and its implementing regulations, Chapter 173-340 WAC.

The approved stockpiling of soil material shall be contained with an overcover and undercover to prevent erosion and storm water contamination.

An approval request by the Contractor to the Government in a Contractor RFI requesting soil stockpiling and testing should contain:

1) Language defining how soil found to be contaminated will be disposed of and the time frame of disposal. The Contractor shall be responsible for disposing of soil found to be contaminated off post within 90 days of the test and that disposal shall be at the contractor’s sole expense.

2) The stockpile soil sampling rate tables, e.g.

Stockpile Petroleum Contamination Sampling Rates

Cubic Yards of Soil Number of Samples for Chemical Analysis

0-100 3 101-500 5 501-1000 7 1001-2000 10 >2000 10 + 1 for each additional 500 cubic yards Based on the Washington Department of Ecology Publication No. 10- 09-057 Guidance for Remediation of Petroleum Contaminated Sites, Table 6.9.

Stockpile Metal Contamination Sampling Rates

Stockpile Volume

(cubic yards)

Number of Composite Samples (DU arsenic > 100 ppm)

Number of Composite Samples (DU arsenic < 100 ppm)

<500 2 2 500-999 4 4 1,000 – 4,999 8 6 5,000 – 9,999 14 10 10,000 – 19,999

20 14

≥20,000 20 + 1 per 4,000 cubic yards

14 + 1 per 5,000 cubic yards

Based on the Washington Department of Ecology Publication No. 19-09-101 Tacoma Smelter Plume Model Remedies Guidance, Table 5.

3) Soil covering requirements, e.g. “Per the 2014 Stormwater Management Manual for Western Washington. See BMP C150: Materials on Hand and Figure IV-2.2.14 Material Covered with Plastic Sheeting.” Also install an undercovering under placed stockpiles waiting for testing.

6.10.2

JBLM may accept excess or unsuitable soil from JBLM construction and demolition projects for placement in designated former borrow source areas on JBLM. No land clearing debris or sod is accepted. Soil must be tested and prove uncontaminated to be accepted at JBLM borrow source areas. Soils excavated from construction projects fall under Washington State Model Toxic Control Act (MTCA) Method A unrestricted end use criteria (WAC 173-340-740). Soils test results below the MTCA Method A will be considered acceptable for placement in JBLM borrow source areas.

Soil test criteria are shown in the table below.

Petroleum and Metals Analyte Testing Criteria

ANALYTES ANALYTICAL METHOD

Sediment & Soil

TPH-G Method NWTPH-G

TPH-D and TPH-HO Method NWTPH-Dx

Benzene EPA Method 8260 or 8021

Toluene EPA Method 8260 or 8021

Ethylbenzene EPA Method 8260 or 8021

Total Xylenes (m-, o-, p-) EPA Method 8260 or 8021

Total Naphthalenes EPA Method 8270

Total cPAHs EPA Method 8270 sim

Arsenic, Barium, Cadmium, Chromium (total), Copper, Lead, Mercury, Selenium, Silver, Zinc

EPA Method Series

6000 or 7000

If the tested soil results are above the MTCA Method A, the contractor shall submit an RFI containing a report summarizing the results prepared by a qualified person as stated in WAC 173-360A-0930(3).

PFAS Testing Criteria

All project soils tested for PFAS contamination and intended to disposed off JBLM Borrow Site(s) must be under the following contamination limits:

See the following publication. Guidance for Investigating and Remediating PFAS Contamination in Washington State, Toxics Cleanup Program, Washington State Department of Ecology Olympia, Washington June 2023 Publication No. 22-09-058. Levels requiring hazardous disposal determined by PFAS Method C44 are: PFOA @ 11 mg/kg, PFOS @ 11 mg/kg, PFNA @ 8.8 mg/kg, PFHxS @ 34 mg/kg, PFBS @ 1,100 mg/kg, PFBA @ 3,500 mg/kg, PFHxA @ 1,800 mg/kg and/or HFPO-DA @ 11 mg/kg.

The required testing results and approval by the contracting officer will determine if the soils can be disposed of on JBLM or if they must be disposed of off Joint Base Lewis McChord in a certified and waste facility.

6.10.3

A Borrow Source Area Use Authorization Permit must be completed and approved by DPW/ED staff prior to delivery of soil to the borrow source area. Project Contractors will be required to place soil in the borrow source areas in an organized and planned manner. Permits for Pit use are for 30 days. Permits for staging soils are 90 days.

Authorization requests and questions should be directed to DPW/ED staff, call (253) 966-2814 or 6452 or email usarmy.jblm.id-readiness.list.dpw-earthworks1@army.mil.

The Borrow Source Area Use Permit can be found here:

https://www.lewis-mcchord.army.mil/designstandards/DocumentRepositoryForDSLinks/Borrow%20Source %20SOP%2020210224%20Final.pdf.

6.10.4 Clearing and grubbing debris (e.g., logs, stumps, roots, brush, limbs and other land clearing debris, except for salable timber), shall be diverted from landfill disposal whenever possible. Landfill disposal shall be the last option. Diversion and disposal shall be at the Contractor's expense. On a case by case, pre-coordinated basis; where clearing and grubbing debris is chipped onsite, the clean wood chips may be accepted at JBLM Composting Facility (Eco Park/Earthworks).

Requests/questions should be directed to DPW/ED staff at (253) 967-3803,

(253) 966-6452, or usarmy.jblm.id-readiness.list.dpw-earthworks1@army.mil.

6.11 AIR QUALITY

Equipment installations, modifications, operations, activities, or processes that have the ability to emit pollutants into the atmosphere, shall comply with all Federal and State air emission and performances standards.

6.11.1 Air Permits

It is the Contractor's responsibility to obtain any necessary air permits or meet registration requirements with the Puget Sound Clean Air Agency before the start of construction. The Contractor must coordinate with the COR to ensure all proper permits are acquired and provided to the JBLM Air

Program Manager. The submittal must include the air permit application /registration, copy of fee payment and received permits. Information can be submitted by email to usarmy.jblm.imcom.list.dpw-air@mail.mil.

PART 7 SPECIAL REQUIREMENTS

7.1 MCCHORD AIRFIELD COORDINATION AND RESTRICTIONS

The Perimeter Road (J84018) site is in a secure area near McChord Airfield. Activity coordination with the Contracting Officer Representative and Airfield Security is required for all on-site construction. Security escorts may be required while working on the project site. Additional coordination, accommodations and restrictions are required including, but not limited to traffic routing approval (haul routes), crane use and placement, placement of temporary fencing, and restrictions on photography in the airfield vicinity.

Temporary fencing meeting permanent fence standards (shown on the plans) around McChord’s Airfield (security fencing) perimeter and the airfield (wildlife fencing) are required. Fencing will be installed prior to demolition of current fencing. The contractor will provide a written plan with schematics for approval and will maintain all fence lines and a stream channel barrier during all phases of construction.

Access and construction activities along the edge of the active airfield will require submitting and following an approved schedule of activities with advanced notification of crane activities that could affect air traffic. Crane use heights will be below 60 feet and/or adjacent/existing tree lines unless otherwise approved. Approved periods of elevated crane use (above 60 feet and/or adjacent tree lines) require lowering cranes when not in use.

o The Contractor shall coordinate with Airfield Management

Operations (253-982-5611) and complete a Federal Aviation FAA notice/application form (attachment) during early submittals referencing proposed schedule, temporary crane height and pile driving operations.

o The Contractor shall coordinate with Airfield Management Operations (253-982-5611) a minimum of 5 days prior to crane operations.

o The Contractor shall advise Airfield Management Operations of any coordinated schedule changes.

o The Contractor shall notify Airfield Management prior to lifting the crane and upon lowering the crane.

The vicinity of the Perimeter Bridge project is near areas used to periodically load munitions and explosives. Materials, equipment, temporary facilities, and staging area are not permitted in the McChord Airfield Explosive Arc noted in the contract attachment.

Photography is limited to creating contractor/government records of specific construction progress and documentation excusive to required contract records.

7.1 UTILITY IDENTIFICATION AND PROTECTION PLAN

Prior to on-site mobilization and/or excavation at Perimeter Road (J84018) Contractor must submit a Utility Coordination and Protection Plan per 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS. This outlines the Contractors approach to identify, coordinate with private utilities and/or protect exiting utilities that are to remain in-place.

7.2 FINAL BRIDGE INSPECTION AND LOAD RATING REPORT

Contractor is required to complete a bridge inspection and load rating report based on as-constructed conditions. The load rating shall be for both military load classification (MLC) and civilian vehicles. The bridge inspection and load rating must be completed prior to putting the new bridge in service. The Work shall be done per 01 78 00 CLOSEOUT SUBITTALS.

PART 8 OTHER CONDITIONS AFFECTING WORK

8.1 WORK COORDINATION

8.1.1 Interfacing With Others

The Contractor shall plan his work activities in a manner such that there will be minimal interference and inconvenience to ongoing traffic and daily operations in the facility and local areas.

All work will be scheduled and coordinated with the Government Project Management Team or their designee at all times.

The Contractor may not block traffic, roads, access routes, or exits without prior coordination with the Project Manager or other authorized Government representative.

8.1.2 Preconstruction Conference

The Contractor shall attend a pre-work meeting presided over by the Government's Project Manager prior to commencing construction activities. The Contractor shall contact the Project Manager within five (5) business days of issuance of the Contract NTP to establish a date and time for the preconstruction meeting per 01 30 00

ADMINISTRATIVE REQUIREMENTS.

8.1.3 Preconstruction CQC Coordination Meeting

The Contractor shall attend a Contractor Quality Control Coordinat ion meeting held in accordance with SECTION 01 45 00.00 10 QUALITY

CONTROL.

8.2 COMPLIANCE WITH RULES, REGULATIONS, AND STATUTES

All Contractor employees shall observe and comply with all applicable local, State, and Federal rules, regulations, and statutes including those concerning fire, safety, sanitation, security, vehicle safety, environmental and hazardous material handling while performing this

Contract. All work shall meet or exceed all applicable industry standards.

8.3 FIREARMS

Contractor personnel shall carry no firearms while performing work under this Contract.

8.4 WORK HOURS

The construction activity period shall be restricted to 7:30 a.m. to 4:30 p.m. daily, Monday through Friday, excluding Federal holidays. Work hours other than as specified above shall be coordinated with and approved by the Contracting Officer's Representative.

All work outside the specified hours will coordinated/approved by the Airfield Manager contact at 253-982-5611

8.5 PERMITS

The Contractor shall obtain and submit copies of ALL permits, unless otherwise specified. Each permit shall be obtained before starting the respective items of work. This includes, but is not limited to, permits necessary for decontaminating water and sewer systems, and digging permits.

Contractors must obtain a "Dig Permit" from Public Works prior to any ground disturbing activities.

Once utilities have been marked as part of the dig permit process, the Contractor shall document (photographs and plan drawings) and maintain the markings for the duration of the project.

Contractor must provide the JBLM Stormwater Program with a copy of the NOI for the Construction Stormwater General Permit. Submit an electronic Notice of Intent (eNOI) through the EPA CGP-Net by following the link:

https://www.epa.gov/npdes/submitting-notice-intent-noi-notice-termination-not-or-low-erosivity-waiver-lew-under Submit a copy of the eNOI to the

JBLM

Stormwater Program email at: usarmy.jblm. id-readiness.list.dpw-stormwater@army.mil

8.6 SAFETY

The Contractor shall comply with 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS including preparation of an Accident Prevention Plan.

8.7 OPERATION AND…