Attachment 6 - Statement of Work (SOW) - Repair Ghost DFAC.pdf

SECTION 01 11 00

STATEMENT OF WORK

Version 1.43 Issued February 16, 2022

CONSTRUCTION

Pre-RFP Draft Date: January 23, 2025

Revised: August 7, 2025

1. GENERAL DISCUSSION

1.1. Project Identification

1.1.1. Project Title: Repair Ghost DFAC (Building 3757)

1.1.2. IJO Number: DER212711J

Environmental Reference Numbers: # 22-111 and #22-111D

1.1.3. Project Package Number: CE0879

1.2. Description of Work

1.2.1. The work includes 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 new Heating, Ventilation, and Air Conditioning Systems (HVAC) and other incidental repairs as detailed below for Building 3757, JBLM WA.

1.3. Area Description

1.3.1. Location

1.3.1.1. The work is located at Building 3757, 3rd Brigade Area, JBLM, WA.

1.3.2. Known Existing Site Conditions

1.3.2.1. At time of solicitation, this building is not on the historical preservation list. It is eligible for review but has not been reviewed or added to the list and currently falls outside of any SHPO/Cultural Resources review requirements.

1.3.3. Base Design Deliverable (Covered under one IJO DER212711J)

1.3.3.1. Base Item CLIN 0001. Repair Building 3757

a. Repair Building 3757 in accordance to the drawings (Attachment 1: Contract Drawings) and provided specifications (Attachment 2: Specifications). The below scope of work supplements the Contract Drawings. Contractor is responsible for all work shown on the Contract Drawings and commissioning all commissioned systems listed in and in accordance with Contract

Specifications.

b. HVAC

(1) Replace existing HVAC equipment with new Air Handling Units (AHU) with High

Wattage (HW) coils, unit heaters, exhaust fan(s), replace piping and duct insulation as required, flush & fill Hot Water Supply/ Return (HWS/R) piping systems. Contractor is responsible for the demolition, removal and disposal of existing HVAC systems.

(2) Replace the central primary gas fired steam boiler, converters, controls, valves and piping with a boiler sized for 100% heat load and a second redundant boiler and a primary/secondary hydronic system with redundant pumps.

(3) Provide HVAC Loads, Duct Air Leakage Testing (DALT), and Tidewater Air Balance (TAB) per UFC 3-410-01 C4, 07-01-2013 Heating, Ventilation and Air Conditioning to ensure adequate flow to all units and confirm ASHRAE 62.1 recommended air flows are met.

(4) Demolition, removal, and disposal of existing DDC control systems. Provide new HVAC control systems that conforms to JBLM Design Standards (Reference, 23 09 00, 23 09 23 and 23 09 23.02). The contractor shall ensure all installed DDC hardware and software is BACnet MS/TP-compatible and properly integrated into JBLM’s building automation network Tridium Niagara version 4.13 with JACE 9000 will be required for this DDC integration. Any deviations from BACnet requirements or unforeseen network changes must be identified and submitted for government review and approval during construction. Provide connection for control systems to DPW monitoring currently locate at Building 2012.

(5) Mechanical Work involves removing and replacing and/or re-installing some Fire Alarm devices. If any device or portion of the Fire Alarm Mass Notification (FAMN) system is changed and/or new attachments or circuits, at a minimum the circuits “touched” will need to be inspected and tested for acceptance. If the replacement mechanical systems are other than “in-kind”, then any fire protection devices and systems would have to be designed as specified in UFCs, UFGS, and codes.

(6) Energy efficiency goals: Reduce measured building energy use by at least 20% below FY 2015 energy use baseline per UFC 1-200-02.

(7) Contractor is responsible for commissioning of Building 3757.

(8) Provide Exterior Mechanical Yard for mechanical system.

c. Plumbing

(1) Demolition, removal, disposal, and replacement of existing domestic water system.

Provide Replacement of all hydronic piping systems and domestic water piping systems in accordance with UFC, local building codes, and JBLM design requirements. Upgrade domestic hot water (DHW) systems, associated district heating (DH) and domestic cold water (DCW) piping, hot water tank, and DHW recirculation system.

(2) Provide high-temperature water supply connections to serve the new electric dishwasher, pot-and-pan washer, and can washer. Ensure the water supply meets the specialized requirements of each piece of food service equipment, including appropriate water pressure and hard/soft water specifications as required by manufacturer recommendations. Demolish, remove, and dispose of any existing equipment that is abandoned or no longer in use.

d. Finishes

(1) Ceiling demo, repair/replacement as required.

(2) Cut and patch other surfaces as required.

(3) Remove and replace 2’x4’ ceiling tile, and gypsum wallboard (GWB) ceiling (kitchen and entry areas) if replacing ductwork, piping, etc.

e. Structural

(1) The one-story structure is constructed with metal deck over pre-engineered joists supported by steel wide flange beams or structural brick and concrete masonry unit (CMU) bearing walls, supported by conventional shallow foundations. The north portion of the building is shown to have a crawlspace, and the south portion is concrete slab on grade. Several existing mechanical units are supported by the roof and screened with a roof screen. HVAC Scope of Work will require structural strengthening of roof structure elements for all new mechanical equipment supported by the roof structure.

Penetrations in the exterior CMU walls for louver openings in excess of 16-inches will require strengthening with structural steel reinforcing.

f. Hazardous Materials

(1) Asbestos materials have been identified or assumed throughout the project area. Any asbestos-containing materials that will be impacted by the planned repairs must be removed and disposed of prior to being disturbed. Reference H-100, H-101, and H- 102 of Attachment 1 – Contract Drawings for Hazardous Material requirements.

Additionally, reference Attachment 3 – HazMat Report for more details.

g. Electrical

(1) Remove and re-install existing lighting and electrical devices in the reinstalled/replaced ceiling.

(2) Electrical disconnect & re-connect.

(3) Upgrade the building’s electrical service to support the load requirements of new and future kitchen equipment. Replace all panelboards (17 total) in Building 3757, which are past their service life and currently failing. Replace the main distribution panel (SWBC MN Dist 208). The upgraded electrical system must accommodate the anticipated load of future food service equipment as shown in the construction drawings. This includes planned Government-installed equipment such as: one 6-gallon twin kettle, two 40-gallon kettles, one steamer cabinet, one convection oven, one fryer, one air fryer, one heater, one rotisserie oven, one food warmer, one freezer, four action stations, and four induction ranges. Contractor shall install electrical connections and infrastructure (e.g., circuits, conduit, receptacles, and hook-ups) as required to support these loads, but is not responsible for furnishing or installing the equipment itself. The contractor shall also furnish and install one new electric dishwasher, replacing the existing steam dishwasher.

(4) Provide new breakers, wire, and conduit.

(5) Provide new disconnects and fuses. DDC system network connections DPW.

(6) Provide coordination with City, Light, and Power (CLP) for new transformer. Contractor is responsible for coordination, sequencing, and scheduling with CLP to ensure a timely install.

h. Roofing and Envelope

(1) Remove Modified Bitumen built up roofing (BUR) system and replace with 60 mil ethylene propylene diene monomer (EPDM) system, recover board and R-30 insulation, complete with all required flashings, counter flashings, crickets, as required. Clean, repair roof drains and downspouts.

(2) Evaluate, clean, and repair all damaged masonry in exterior walls. Replace sealants and backer rods at vertical joints.

(3) Re-seal around all windows.

(4) Replace indicated 6’x7’ hollow metal mechanical room doors and hardware and seals as shown in Contract Drawings.

i. Civil

(1) Assuming piping is half under concrete – 60 feet of piping to water heater, 60 feet of pipe to cooling tower, 30 feet of 5-foot-wide trenching (at least 450 cubic feet of soil removal), soil compaction, 40 feet of sawcuts, 75 square feet of concrete removal, 30 feet of 5-foot-wide trench backfill, 75 square feet of concrete replacement, 75 square feet of hydroseed surface restoration.

(2) Assuming piping is half under concrete – 30 feet of refrigeration pipe, 30 feet of trenching (at least 200 cubic feet of soil removal), soil compaction, 35 square feet of concrete removal, 30 feet of trench backfill, 35 square feet of concrete replacement, 35 square feet of hydroseed surface restoration.

(3) All other Work associated to the other sections of this project and as shown in the construction documents.

(4) Electrical – Install new / upgrade the electrical service to accommodate new equipment.

j. Cold Storage Requirements: Contractor to provide (2) dual-temperature cold storage containers.

(1) Containers should be standard 10 ft walk-in containers with capacity around 400-500 cubic feet each. Approximate external dimensions will be 10 ft (length) x 8 ft (width) x 8.5 ft (height).

(2) Containers shall be dual-temperature storage, allowing separate refrigerated and frozen sections within the same container. Refrigeration mode shall be able to maintain approximate temperatures of +35°F to +45°F and Freezer Mode shall be able to maintain temperatures of 0°F to -10°F.

(3) Contractor to deliver containers to the back dock adjacent to Building 3757, near the loading dock on the Northwest side of Building 3575.

(4) Contractor will be responsible for hooking the containers into the buildings electrical system. This includes installing a dedicated circuit, run conduit and wiring as needed, install a disconnect switch, connect the refrigeration unit, and test and verify operation.

(5) The containers will be actively used by the customer during construction. The Contractor shall maintain the units in fully operational condition throughout the duration of the project. At project completion, the units shall be turned over to the Government in good working order.

(6) Containers shall be lockable. Contractor to provide 3 keys for each container. The keys shall be provided at container delivery to the Government.

(7) Submittal Requirements: The Contractor shall submit detailed cold storage product data sheets, layout drawings showing proximity to Building 3757, and connection details to the Government for review no less than 45 calendar days prior to planned installation or delivery. Submittal shall include: Manufacturer specifications, Temperature range verification, Locking mechanism details, Electrical load requirements and connection instructions, and Proposed delivery and installation schedule.

k. Additional Work

(1) Add a heat pump chiller/water heater. Use one boiler as a backup, sized for 100% load.

Heat pump produces heating water and change over cooling water instead of the water side economizer. Cooling to be sensible only at the terminals or dewpoint control at the dedicated outdoor air system (DOAS) unit, but not both.

(2) Add a heat pump water heater with external condenser. Heat pump to heat water in a separate preheat tank.

(3) Replace existing plumbing fixtures as follows:

(a) Replace water closets with new DUAL FLUSH or low flow (1.28 gallons per flush) type.

(b) Replace urinals with 1/8 gallon per flush type.

(c) Replace lavatory faucet with new single handle faucet with 0.5 GPM.

(d) Replace Janitor sink faucet with new 1.5 GPM flow faucet assembly.

(e) Provide a water supply fixture unit (WSFU) and drain fixture unit (DFU).

2. PERFORMANCE AND SCHEDULING

2.1. Performance Period Requirements

2.1.1. The Contractor shall be required to commence work under this Contract within ten (10) calendar days after the date the Contractor receives the Notice to Proceed (NTP), prosecute the work diligently, and complete the entire work ready for use not later than 530-calendar days after the date the Contractor receives the Notice to Proceed. Building shut down (no occupants in building) will occur from June 1, 2026 through March 31, 2027. The time stated for completion shall include final cleanup of the premises and submission of all required close-out documentation.

2.2. Construction Phasing Requirements

2.2.1. Reserved.

2.3. Liquidated Damages

2.3.1. If the Contractor fails to complete the work within the time period specified above, liquidated damages in the amount of $1,537.74 per calendar day of delay will be assessed.

3. DRAWINGS

3.1. Contract Drawings

3.1.1. The drawings are included in Attachment 1: Contract Drawings. Reference full sheet list on G-002:

Sheet Index located in Attachment 1: Contract Drawings. Total number of sheets: 122.

3.1.2. Dimensions and utility locations are approximate and must be verified in the field.

4. SPECIFICATIONS AND CODES

4.1. Codes

4.1.1. The Contractor shall comply with the most recent edition at time of solicitation all pertinent Local, State, and Federal building and life/health/safety codes, including but not limited to the following:

a. Applicable Unified Facilities Criteria (UFC)

(1) UFC 1-200-01: General Building Requirements

(2) UFC 1-201-01 Non-Permanent DOD Facilities in Support of Military Operations

(3) UFC 3-410-01 C4, 07-01-2013 Heating, Ventilation and Air Conditioning

(4) UFC 3-420-01: Plumbing Systems and International Plumbing Code

b. ASA IE&E SDD policy

c. EM 385-1-1 (http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx)

d. National Electrical Code, NFPA 70

e. National Fire Protection Association (NFPA) Codes

f. Telecommunication Industry Association/Electrical Industry Association Wiring Standards (Building Telecommunication Wiring Standards)

g. Army Installation Information Infrastructure Architecture Policy (I3A)

h. JBLM Design Standard specifications (https://www.jblmdesignstandards.army.mil)

i. JBLM Master Plan, which includes Architectural Appearance Standards

j. PWE-707, Standard Operating Procedure for Construction and Demolition (C&D) Waste Planning and Reporting (available through government Project Manager [PM])

k. National Pollutant Discharge Elimination System (NPDES) small Municipal Separate Storm Sewer Systems (MS4) Permit No. WAS-026638. Use guidance documents found at https://home.army.mil/lewis-mcchord/index.php/my-Joint-Base-Lewis-Mcchord/all-services/public_works-environmental_division/stormwater

l. PWE-020 Ozone Depleting Chemical (ODC) and Non-Exempt Substitute Management Plan

m. Washington Administrative Code (WAC) 173-340 Model Toxics Control Act-Cleanup

n. National Electric Safety Code IEEE C2

o. NFPA 101 Life Safety Code

4.2. Specifications

4.2.1. The Contractor shall comply with all relevant specification sections as provided in Attachment 2:

Specifications. An omission from this list does not relieve the Contractor from adhering to the specifications for that feature of work necessary to meet manufacturer's certification and all applicable building codes.

5. SUBMITTALS

5.1. Project Submittal Requirements

5.1.1. All submittals shall be submitted in accordance with the specification 01 33 00: SUBMITTAL PROCEDURES and 01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM). Required submittals are identified in their applicable specification sections.

5.1.2. Contractor shall employ RMS 3.0 in the execution of the contract.

5.1.3. Submittal Register is provided in Attachment 4: Submittal Register. It is the Contractor’s responsibility to ensure all submittals are included from Attachment 2: Specifications and to import the Submittal Register into RMS for use.

5.2. Close-out Submittal Requirements

5.2.1.1 The Contractor shall provide project Final Record drawings meeting the CAD/GIS requirements in the current version of JBLM DPW Geospatial Requirements. AutoCAD files are available for use of close-out submittals.

a. All exterior work under this project shall be geospatially referenced using one of the following methods.

(1) Shown on Final Record drawings with Washington State Plane South coordinates referenced

(2) Shown on Final Record drawings with reference dimension from existing known reference points within 1000 feet of the project site

(3) Or provided in georeferenced GIS format (i.e. ESRI File Geodatabase, Shapefiles)

b. Each Final Record drawing set shall have a cover page with the following project information:

Project Title All Project IJO number(s) Project Package number = Projects Drawing File number Contract number and associated Task Order number Labeled “FINAL RECORD” with project’s completion date (BOD) Table of Contents listing all drawing sheets associated with this project

c. Each Final Record drawing sheet shall be annotated with the following:

Project Title Primary Project IJO number Project Package number = Projects Drawing File number Contract number and associated Task Order number Labeled “FINAL RECORD” with project’s completion date (BOD)

5.2.2. 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.

6. ENVIRONMENTAL AND CULTURAL RESOURCES

6.1. Hazardous Materials

6.1.1. Available Hazardous Report can be found in Attachment 3: HazMat Report. The Contractor shall determine the adequacy of the existing survey documentation and include additional AHERA inspections and/or additional lead paint inspections in the proposal when required.

6.1.1.1. 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. A certified abatement plan and all other applicable requirements of ‘UFGS 02 82 00 Asbestos Remediation’ are also required to be submitted and accepted before work is started.

6.1.1.2. 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)”. A Contractor work plan is required to be submitted and accepted before work is started, in accordance with applicable sections of ‘UFGS 02 83 00 Lead in Remediation’. If suspect material tests positive for lead, or assumed to be lead containing, any disturbance of the material shall be in accordance with:

a. Federal level: 29 CFR 1926.62: https://www.govregs.com/regulations/expand/title29_chapterXVII-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

6.2. Environmental Coordination

6.2.1. 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, as detailed in section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS. The JBLM Environmental Division will review the submittals EPP and provide comments to the Contracting Officer or their representative. Regulation 200-1 and specification section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS are available at the JBLM Design Standards website (https://www.jblmdesignstandards.army.mil). The Stormwater office can be contacted at: usarmy.jblm.id-readiness.list.dpw-stormwater@army.mil

6.2.2. 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. For projects disturbing 5,000 sq. ft. or more, the 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 2024 SWMMWW and shall detail sediment and erosion control best management practices (BMPs). See section 8.9.4. for required permits.

6.2.3. 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 General Permit (CGP) 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, wastewater 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 Wastewater Treatment Plant.

The Environmental Protection Plan for the project must identify any potential wastewater generation and the process of proper disposal.

6.3. Environmental Management System

6.3.1. 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.

6.3.2. 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 (253-966-4865).

6.3.3. Both the JBLM environmental policy and an environmental awareness training resource are available at the JBLM EMS webpage: https://home.army.mil/lewis-mcchord/my-Joint-Base-Lewis- Mcchord/all-services/public_works-environmental_division/environmental-services#qt0:4

6.4. Hazardous Materials

6.4.1. 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@army.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.

6.4.2. 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-inventory@army.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).

6.5. Archaeological Requirements

6.5.1. 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:

6.5.1.1. Immediately cease activity in the vicinity of the discovery.

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

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

6.5.1.4. Work may not proceed in the vicinity of the discovery until authorized to proceed by the Installation Cultural Resource Manager and the Contracting Officer's Representative (COR).

6.6. Construction and Demolition (C&D) Waste Planning and Reporting

6.6.1. The DOD Integrated (Non-Hazardous) Solid Waste Management Policy requires all facilities to meet a non-hazardous solid waste diversion goal of 60% Construction and Demolition Diversion.

Create a waste management plan in accordance with section 01 74 19 CONSTRUCTION DEMOLITION WASTE MANAGEMENT AND DISPOSAL of the JBLM Design Standards to meet or exceed the 60% C&D waste diversion target.

6.6.2. Complete and submit quarterly C&D Diversion and Disposal Reporting Form (HJB Form 229) in accordance with form instructions and paragraph "Reports" in Section 01 74 19 CONSTRUCTION DEMOLITION WASTE MANAGEMENT of the JBLM Design Standards. The form and instructions can be accessed via the links at Division 01 Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS of the JBLM Design Standards website. Section 01 74 19 CONSTRUCTION DEMOLITION WASTE MANAGEMENT can also be accessed via the Design Standards website.

6.7. Excess Soils and Clearing and Grubbing Debris

6.7.1. Soil removed from the project site 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).

Soil testing shall be complete before excavation begins. JBLM is Large Quantity Dangerous Waste generator and therefore requires stockpiled soil classified as hazardous materials to be removed and disposed of at an appropriate facility within 90-days.

The in-situ sample frequency for this project is a minimum of one (1) soil bore per 40-foot diameter of site. A composite soil samples shall be taken from 0-1.5 feet below the ground surface.

The Contractor shall provide soil testing for this project. On this project, testing for petroleum analytes, metals analytes, lead and arsenic is required. The Contractor shall submit a Soil Testing Plan as a pre-construction submittal. This plan shall be prepared by qualified person as stated in

WAC 173-360A-0930(3).

6.7.2. 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 6000 or 7000 Series

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). The contracting officer will determine if the soils can be disposed of on JBLM or if they must be disposed of off base.

6.7.3. 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. Reference Attachment 5: Borrow Pit SOP.

6.7.4. 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.

6.8. 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.

6.8.1. 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.id-readiness.list.dpw-air1@army.mil.

6.8.1.1. HVAC/Refrigerant Containing Equipment

Equipment installation or replacements. Regardless of size, prior to installation, the Contractor shall submit to the Air Program Manager the make, model, serial number, refrigerant type, ASHRAE Number, and total refrigerant charge (per circuit if applicable) and installation date.

Information can be sent to: usarmy.jblm.id-readiness.list.dpw-air1@army.mil.

Equipment removal. The Contractor shall ensure that all refrigerants are properly removed from the unit(s) by an EPA certified technician. Technicians performing air conditioning work must be certified and carry their certification cards with them at all times. Information can be submitted by email to usarmy.jblm.id-readiness.list.dpw-air1@army.mil.

Equipment servicing or repair. For equipment with >50lbs charge, within 10 days of work completion the contractor will provide the Air Program manager with service records indicating the equipment’s location, the model and serial number, amount of refrigerant added, refrigerant type and the initial and follow up leak verification rates. Information can be submitted by email to usarmy.jblm.id-readiness.list.dpw-air1@army.mil.

6.8.1.2. External Combustion Equipment/Fuel Burning equipment. To include but not limited to boilers, hot water heaters, heaters and furnaces. NOTE: Equipment with a rated heat input greater than or equal to 1 MMBtu/hr of any fuel other than natural gas, propane, butane, or distillate oil, or greater than or equal to 10 MMBtu/hr of any fuel requires permitting or registration under 6.12.1.

Prior installation the Contractor shall provide to the Air Program Manager, equipment specification sheets with the manufacturer name, model #, fuel type, max input (BTU/hr), burner type stack height, stack diameter, stack velocity, serial #, installation date, and ensure the boiler has a gas meter. Information can be submitted by email to usarmy.jblm.imcom.list.dpw-air@army.mil.

Procurement of equipment with low or ultra-low NOx burners is preferred for in order for JBLM to reach emission limits prescribed by Washington State.

6.8.1.3. Reciprocating Internal Combustion Engines. To include but not limited to power generators and fire pumps. Prior to installation, to ensure compliance with the New Source Performance Standards of 40 CFR Subparts IIII or JJJJ, and the Reciprocating Internal Combustion Engine (RICE) National Emission Standards for Hazardous Air Pollutants (NESHAP) of 40 CFR Part 60 Subpart ZZZZ, the contractor shall submit to the Air Program Manager, the manufacture’s specification sheet for both the engine and the equipment and the US Environmental Protection Agency Certificates of Conformity. Information can be sent to: usarmy.jblm.imcom.list.dpw-air@army.mil.

7. SPECIAL ACCESS REQUIREMENTS

7.1. Reserved.

8. OTHER CONDITIONS AFFECTING WORK

8.1. Work Coordination

8.1.1. Interfacing With Others

8.1.1.1. 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.

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

8.1.1.3. 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. Pre-Construction Conference

8.1.2.1. The Contractor shall attend a pre-work meeting presided over by the Project Manager prior to commencing construction activities. The Contractor shall contact the Project Manager within ten

(10) calendar days of issuance of the Task Order NTP to establish a date and time for the preconstruction meeting. The Contractor shall submit a site-specific construction schedule and a site-specific Work Plan at that meeting for Government approval unless these items have been previously approved by the Government. The schedule shall be in sufficient detail to identify all aspects of the work including all significant project tasks with durations and start and finish times.

8.1.3. Pre-Construction CQC Coordination Meeting

8.1.3.1. The Contractor shall attend a CQC Coordination meeting held in accordance with specification section titled QUALITY CONTROL.

8.2. Contractor Management Personnel and Sub-Contractor Qualifications:

8.2.1. The Contractor’s management team, i.e. Project Manager and Superintendent, shall have a minimum of 5 years related experience working on projects of similar nature, scope and dollar value.

8.3. Site Safety and Health Officer

8.3.1. The Contractor shall provide a Site Safety and Health Officer (SSHO) as required in the specification section titled GOVERNMENTAL SAFETY REQUIREMENTS. The Contractor SSHO must be assigned no other duties.

8.4. Construction Quality Control System Manager

8.4.1. The Contractor shall provide a Construction Quality Control (CQC) System Manager as required in the specification section titled QUALITY CONTROL. The CQC System Manager must be assigned no other duties.

8.5. Compliance with Rules, Regulations, and Statutes

8.5.1. 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.

8.6. Firearms

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

8.7. Work Hours

8.7.1. 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 the Contracting Officer Representative (COR) and approved by the Contracting Officer.

8.8. Site Utilities

8.8.1. Outages

8.8.1.1. Any utility outages, including but not limited to, electrical, mechanical, fire protection and plumbing systems, shall be coordinated at least fifteen (15) working days prior to proposed outages. Coordination will be documented on the appropriate outage request form (separate document for utilities and fire protection systems). Outages shall be scheduled to minimize interruptions to normal using agency operations.

8.8.2. Potable Water and Sanitary Sewer

a. Temporary Water Connection: The Government shall make available to the Contractor, from existing outlets and supplies, reasonable amounts of potable water without charge. The Contractor shall conserve potable water furnished. The Contractor, at their own expense, shall coordinate with the water and wastewater system owner, American Water Military Services (AW), for temporary water and/or sewer connections.

b. Permanent Water or Sanitary Sewer Connections: The construction Contractor shall coordinate with AW for all water and wastewater work within the project construction perimeter. Per Army directive memo for utilities privatization, AW shall perform all water and wastewater work related to the water and wastewater systems outside and inside of the project construction perimeter from the system mains up to the Point of Demarcation (POD) for their system. In all situations, AW shall procure and install water and sanitary sewer components from the existing systems to the point of demarcation (POD) at each facility in the project. AW’s construction will be awarded through a modification to the water and wastewater systems privatization contract with Defense Logistics Agency (DLA). JBLM DPW Utilities Branch will be responsible for all AW modifications with the point of contact Mr. Douglas Stotler 253-254- 9925, douglas.p.stotler.civ@army.mil.

c. For all work performed by the contractor, inspection and acceptance by AW is required prior to Government acceptance. Acceptance through the Government will not occur without AW’s concurrence. AW requirements will govern the installation of the water or sanitary sewer service and Contractor must follow AW standards and requirements.

d. Cross Connection requirements and hydrant use are the responsibility of AW and any use of hydrants during construction must be coordinated with AW. Any demolition or alteration of water or sanitary sewer system components that are currently owned by AW must be performed by AW as part of a modification to the DLA contract.

8.8.3. Electricity

8.8.3.1. Temporary Power Connections: Subject to available supply, the Government, without charge, shall make reasonable amounts of electric current available to the Contractor for performing work at the work area. The Contractor shall conserve electric current furnished. The Contractor at their own expense shall coordinate with the electrical system owner, City Light & Power (CLP), for temporary electrical connections.

8.8.3.2. Permanent Power Connections: The construction Contractor shall coordinate with CLP for all exterior electrical civil work within the project construction perimeter. Per Army directive memo for utilities privatization, CLP shall perform all civil and electrical work related to property currently owned by or will be owned by CLP at the completion of the project, both inside and outside of the project construction perimeter. In all situations, CLP shall procure and install electrical components from the existing electrical system to the point of demarcation (POD) for CLP. CLP’s construction will be awarded through a modification to the electrical distribution system privatization contract with Defense Logistics Agency (DLA). JBLM PW Utilities Branch will be responsible for all CLP modifications with the point of contact Ms. Royanna Jackson 253- 966-3282, Royanna.E.Jackson.civ@army.mil.

8.8.3.3. For all work performed by the Contractor, inspection and acceptance by CLP is required prior to Government acceptance. Acceptance through the Government will not occur without CLP’s concurrence. CLP requirements will govern the installation of the electrical service and Contractor must follow CLP standards and requirements.

8.8.4. Electrical Meters

JBLM Advanced Metering Requirements: Due to system compatibility and cyber security requirements and concerns, all meters, pulse kits, JACEs and all metering appurtenances must be approved, in writing, by the JBLM Directorate of Public Works, Utilities Branch Metering Team.

8.8.4.1. Tolerances For Electrical Meters

a. Outdoor/exterior devices shall be rated for operation and storage from minus 40 degrees C to plus 70 degrees C or better and 5 to 100% relative humidity (RH) (non-condensing). Exterior meters shall be provided with or installed within a NEMA 4 enclosure. Enclosures shall be NEMA 4X for coastal and corrosive environments. When ambient temperature extremes exceed the rating above, provide enclosures with heat strips to maintain operable temperatures. Enclosures shall be lockable (key lock) for information security issues.

b. Indoor/interior devices shall be rated for operation and storage from 0 degrees C to plus 50 degrees C or better and 5 to 90% relative humidity (non-condensing). Interior meters or meters located in mechanical rooms shall be provided with or installed within a NEMA 12 lockable enclosure.

c. All interior meters and/or remote interface displays shall be provided with or installed within a NEMA 12 enclosure.

8.8.4.2. Communication Protocol and Methods.

Meters shall communicate via Modbus RTU protocol.

a. Auxiliary data ports. Unless otherwise specified, smart meters shall have a minimum of four pulse inputs and a 5VDC power supply for incorporation of other external meter data.

b. The meter must be capable of providing and storing 15 minute interval data for 20 distinct points for minimum of 30 days to non-volatile memory. The measured energy consumption shall be retained in non-volatile memory. The maximum demand and time of maximum demand shall be stored in non-volatile memory and can be reset.

8.8.4.3. Requirements

a. Meter display. Meter displays shall provide face plate configurable menus to select the desired data for display. Display requirements may be met with the installation of a local display panel connected to the meter. All collected data shall be capable of display.

b. The meters must comply with the applicable requirements of the International Green Construction Code, 2018 Edition as well as all applicable UFC’s.

c. Power Systems: Meters shall be designed for multifunction electrical measurement on either single or 3 phase power systems. Meter shall support the power configuration as identified at site specific government facilities: single phase (120 or 240 volt); 3 Phase, 3 Wire Delta; 3 Phase, 4 Wire Delta; 3 Phase, 4 Wire Wye (2.5 Element); 3 Phase, 4 Wire Wye (3.0 Element). For three phase application voltage range is 208 – 600V. All meters shall be UL 508 Listed, CSA approved, have CE marking, and meet safety standards UL 1244 or UL 1010-1

d. Mandatory measured variables: See Electric Meter points table below for details and additional requirements. Points list assumes a 4 wire delta power configuration.

PWR-TOT Real Power (Total)

KWH-TOT Total KWH (Total Energy)

PWR-

DEMAND-

PEAK

Historical Peak Demand Power

PWR-

DEMAND

Demand Power

VOLT-A Rms Voltage For Phase A

VOLT-B Rms Voltage For Phase B

VOLT-C Rms Voltage For Phase C

AMP-A Rms Current For Phase A

AMP-B Rms Current For Phase B

AMP-C Rms Current For Phase C

HZ-AVG Average Line Frequency

PF-AVG Average Power Factor

PH-D Phasor Diagram

Optional

PWR-A Real Power For Phase A

PWR-B Real Power For Phase B

PWR-C Real Power For Phase C

HZ-A Frequency For Phase A

HZ-B Frequency For Phase B

HZ-C Frequency For Phase C

KVA-TOT Total Kva

KVA-A Kva For Phase A

KVA-B Kva For Phase B

KVA-C Kva For Phase C

KVAR-TOT Total Reactive Power

KVAR-A Reactive Power For Phase A

KVAR-B Reactive Power For Phase B

KVAR-C Reactive Power For Phase C

KVARH-

TOT

Total Kvarh (Total Reactive Energy)

KVARH-A Kvarh (Total Reactive Energy) For Phase A

KVARH-B Kvarh (Total Reactive Energy) For Phase B

KVARH-C Kvarh (Total Reactive Energy) For Phase C

PF-A Power Factor For Phase A

PF-B Power Factor For Phase B

PF-C Power Factor For Phase C

8.8.4.4. Accuracy

(1) System Accuracy: System accuracy for the meter product devices including instrument transformers shall not exceed plus or minus 1.5% as calculated using the Root Sum Square (RSS) method and assuming normal distribution.

(2) Meter Accuracy: Meter certification shall be IEEE/ANSI C12.20, Accuracy class 0.5% or the meter shall be calibrated with National Institute of Standards and Technology (NIST) traceable standards to an accuracy of 0.5% or better.

(3) For reimbursable tenants meter certification shall be NEMA/ANSI C12.20, Accuracy class 0.2%.

These meters shall include a Meter display that can display all recorded values.

8.8.4.5. Surge Protection: Meters shall comply with IEEE/ANSI C37.90.1, Standard surge withstand capability (SWC) tests for relays and relay systems associated with electric power apparatus and

IEEE C62.41

8.8.4.6. Instrumentation (CTs and PTs)

a. Current transformers (CTs) sized properly so that the meter secondary of the transformer shall output current to ensure at least a plus or minus 0.3% accuracy of current when measured between 10% and 90% of full amperage range. CTs shall have integral shorting capability.

b. CTs shall not exceed 5 amps on the secondary side.

c. Burden on CTs shall not exceed rated burden for the accuracy class.

d. CTs shall be provided in solid or split core configurations.

e. CTs shall be provided in the appropriate ranges to meet the full service entrance amperage requirements.

f. CTs shall be revenue grade and certified per IEEE/ANSI C57.13 or IEC 185.

g. CTs shall be provided that are rated for the appropriate matching frequency of the power generation (60 Hertz CONUS and 50 Hertz OCONUS where applicable).

h. Current sensors are not authorized.

i. Voltage or Potential Transformers (PTs) sized properly so that the meter secondary of the transformer shall output voltage to ensure at least a plus or minus 0.3% accuracy of voltage when measured from zero to the IEEE/ANSI C57.13 or IEC 185 specified standard burden, at the specified standard burden power factor, and at any value from 90% to 110% of rated voltage.

j. PTs shall be revenue grade and certified per IEEE/ANSI C57.13 or IEC 185.

k. Burden on PTs shall not exceed rated burden for accuracy class.

8.8.4.7. Disconnects and Shorting Blocks

a. The appropriate metering accessories, terminal blocks, shorting blocks, and fuses shall be built into each enclosure and the enclosure shall have an appropriate grounding termination point per standard industry practices. Disconnect wiring blocks shall be provided between the current transformer and the meter where 5 AMP current transformers are used. A shorting mechanism shall be built into the wiring block to allow the current transformer wiring to be changed between shorting block and meter without removing power to the transformer. The wiring blocks shall be located where they are accessible without the necessity of disconnecting power to the transformer. For multi-ratio current transformers, provide a shorting block from each tap to the common lead. The shorting mechanism must be capable of carrying the current of each current transformer so that the electric meter can be safely removed from the circuit for testing or repair. Low voltage, 0-5 volt current sensors are exempt from the shorting block requirement.

b. Voltage-monitoring circuits shall be equipped with disconnect switches to isolate the meter base or socket from the voltage source.

c. Short circuit protection for each power supply circuit or measuring voltage circuit entering the enclosure must be…