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Building 26, Phase 3 Basement Renovation Federal contract opportunity
Solicitation number
AG-0343-S-16-0021
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Department of Agriculture Forest Service R1-Northern Region

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20160607RevisedScheduleB.pdf PDF
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17_13104.3_PLUMB.pdf PDF
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Project Manual

February 12, 2016

USDA FOREST SERVICE

PHASE 3 - BASEMENT RENOVATION

BUILDING 26 - FORT MISSOULA

Missoula, Montana

A&E Project #: 13104.20

VOLUME 1

Divisions 00-12

USDA FOREST SERVICE – BUILDING 26

PHASE 3, BASEMENT RENOVATION

FORT MISSOULA, MISSOULA, MONTANA

TABLE OF CONTENTS – VOLUME 1 TBC -1

TABLE OF CONTENTS – VOLUME 1

The following listed documents comprise the Table of Contents for the USDA FOREST SERVICE – BUILDING 26 – PHASE 3 Fort Missoula, Missoula, Montana. The numerical sequence of Sections or Divisions is interrupted, such interruptions are intentional.

PROJECT MANUAL

TABLE OF CONTENTS

PROJECT REPRESENTATIVES

CONSTRUCTION NOTICE

GREEN GLOBES NOTICE

SERVICE SYSTEMS INTERRUPTION NOTICE

MECHANICAL NOTICE

FIRE WATCH NOTICE

HOT WORK PERMIT

GOOD-FAITH ASBESTOS MATERIALS & LEAD COATINGS SURVEY REPORT (PLACE HOLDER)

TECHNICAL SPECIFICATIONS

DIVISION 01 - GENERAL REQUIREMENTS

011000 SUMMARY

012300 ALTERNATES

012600 CONTRACT MODIFICATION PROCEDURES

012900 SCHEDULE OF VALUES FOR APPLICATIONS FOR PAYMENT

013100 PROJECT MANAGEMENT AND COORDINATION

013200 CONSTRUCTION PROGRESS DOCUMENTATION

013233 PHOTOGRAPHIC DOCUMENTATION

013300 SUBMITTAL PROCEDURES

013591 HISTORIC TREATMENT PROCEDURES

014000 QUALITY REQUIREMENTS

014200 REFERENCES

015000 TEMPORARY FACILITIES AND CONTROLS

015719 TEMPORARY ENVIRONMENTAL CONTROLS

015719.11 INDOOR AIR QUALITY (IAQ) MANAGEMENT

016000 PRODUCT REQUIREMENTS

Substitution Request Form

017300 EXECUTION

017329 CUTTING AND PATCHING

017419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

Project Waste Management Plan Worksheet – Appendix A Standard Solid Waste Conversions – Appendix B

017700 CLOSEOUT PROCEDURES

017823 OPERATION AND MAINTENANCE DATA

017839 PROJECT RECORD DOCUMENTS

017900 DEMONSTRATION AND TRAINING

018113 SUSTAINABLE DESIGN REQUIREMENTS

Green Globes Pre-Construction Questionnaire

DIVISION 02 – EXISTING CONDITIONS

024119 SELECTIVE DEMOLITION

TABLE OF CONTENTS – VOLUME 1 TBC -2

024296 HISTORIC REMOVAL AND DISMANTLING

DIVISION 03 – CONCRETE

033000 CAST-IN-PLACE CONCRETE

039000 CONCRETE RESTORATION & REPAIR

DIVISION 05 – METALS

055213 PIPE AND TUBE RAILINGS

057300 DECORATIVE METAL RAILINGS

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

061000 ROUGH CARPENTRY

064116 PLASTIC-LAMINATE-FACED ARCHITECTURAL CABINETS

064600 WOOD TRIM

064800 WOOD FRAMES

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

072100 THERMAL INSULATION

078413 PENETRATION FIRESTOPPING

078446 FIRE-RESISTIVE JOINT SYSTEMS

079200 JOINT SEALANTS

DIVISION 08 – OPENINGS

080314 HISTORIC TREATMENT OF WOOD DOORS

081113 HOLLOW METAL DOORS AND FRAMES

081433 STILE AND RAIL WOOD DOORS

085200 WOOD WINDOWS

087100 DOOR HARDWARE

088000 GLAZING

DIVISION 9 – FINISHES

090320 HISTORIC TREATMENT OF PLASTER

092900 GYPSUM BOARD

093013 CERAMIC TILING

096513 RESILIENT BASE AND ACCESSORIES

096813 TILE CARPETING

099113 EXTERIOR PAINTING

099123 INTERIOR PAINTING

DIVISION 10 – SPECIALTIES

102113.17 PHENOLIC-CORE TOILET COMPARTMENTS

102600 WALL AND DOOR PROTECTION

102800 TOILET, BATH, AND LAUNDRY ACCESSORIES

104413 FIRE EXTINGUISHER CABINETS

105626 MOBILE STORAGE SHELVING

TABLE OF CONTENTS – VOLUME 1 TBC -3

DIVISION 11 – EQUIPMENT

111323 PORTABLE DOCK EQUIPMENT

DIVISION 12 – FURNISHINGS

122413 ROLLER WINDOW SHADES

123661 SIMULATED STONE COUNTERTOPS

125900 SYSTEMS FURNITURE

END OF TABLE OF CONTENTS – VOLUME 1

TABLE OF CONTENTS – VOLUME 1 TBC -4

TABLE OF CONTENTS – VOLUME 2

The following listed documents comprise the Table of Contents for the USDA FOREST SERVICE – BUILDING 26 – PHASE 3 Fort Missoula, Missoula, Montana. The numerical sequence of Sections or Divisions is interrupted, such interruptions are intentional.

DIVISION 21 - FIRE SUPPRESSION

210517 SLEEVES AND SLEEVE SEALS FOR FIRE-SUPPRESSION PIPING

210518 ESCUTCHEONS FOR FIRE-SUPPRESSION PIPING

210553 IDENTIFICATION FOR FIRE-SUPPRESSION PIPING AND EQUIPMENT

211100 FACILITY FIRE-SUPPRESSION WATER-SERVICE PIPING

211200 FIRE-SUPPRESSION STANDPIPES

211313 WET-PIPE SPRINKLER SYSTEMS

211316 DRY-PIPE SPRINKLER SYSTEMS

DIVISION 22 – PLUMBING

220500 COMMON WORK RESULTS FOR PLUMBING

220519 METERS AND GAGES FOR PLUMBING PIPING

220523 GENERAL-DUTY VALVES FOR PLUMBING PIPING

220529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

220548 VIBRATION AND SEISMIC CONTROLS FOR PLUMBING PIPING AND

EQUIPMENT

220553 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

220719 PLUMBING PIPING INSULATION

221116 DOMESTIC WATER PIPING

221316 SANITARY WASTE AND VENT PIPING

224100 PLUMBING FIXTURES

DIVISION 23 - HEATING VENTILATING AND AIR CONDITIONING

230000 MECHANICAL GENERAL REQUIREMENTS

230548 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND

EQUIPMENT

230553 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

230593 TESTING, ADJUSTING, AND BALANCING FOR HVAC

230713 DUCT INSULATION

230719 HVAC PIPING INSULATION

230900 INSTRUMENTATION AND CONTROL FOR HVAC

230993 SEQUENCE OF OPERATIONS FOR HVAC CONTROLS

232113 HYDRONIC PIPING

232300 REFRIGERANT PIPING

233113 METAL DUCTS

233300 AIR DUCT ACCESSORIES

233713 DIFFUSERS, REGISTERS, AND GRILLES

236313 VARIABLE REFRIGERANT VOLUME – WATER SOURCE HEAT PUMPS

237200 AIR-TO-AIR ENERGY RECOVERY EQUIPMENT

238219 FAN COIL UNITS

DIVISION 26 – ELECTRICAL

260519 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

TABLE OF CONTENTS – VOLUME 1 TBC -5

260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

260533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

260548 VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS

260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS

260923 LIGHTING CONTROL DEVICES

262416 PANELBOARDS

262726 WIRING DEVICES

262813 FUSES

262816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

262913 ENCLOSED CONTROLLERS

264313 SURGE PROTECTION FOR LOW-VOLTAGE ELECTRICAL POWER

CIRCUITS

265100 INTERIOR LIGHTING

DIVISION 27 – COMMUNICATIONS

270000 TELECOMMUNICATIONS WIRING SYSTEMS

275119 SOUND MASKING SYSTEMS

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

283111 DIGITAL, ADDRESSABLE FIRE-ALARM SYSTEM

DIVISION 31 – EARTHWORK

311000 SITE CLEARING

312000 EARTH MOVING

312319 DEWATERING

DIVISION 32 – EXTERIOR IMPROVEMENTS

321216 ASPHALT PAVING

321313 CONCRETE PAVING

321373 CONCRETE PAVING JOINT SEALANTS

321713 PARKING BUMPERS

321723 PAVEMENT MARKINGS

321726 TACTILE WARNING SURFACING

323113 CHAINLINK FENCES AND GATES

329115 SOIL PREPARATION (PERFORMANCE SPECIFICATION)

329200 TURF AND GRASSES

DIVISION 33 – UTILITIES

334100 STORM UTILITY DRAINAGE PIPING

END OF TABLE OF CONTENTS – VOLUME 2

PROJECT REPRESENTATIVES

CONTRACTING OFFICER: Bruce Crockett U.S. Forest Service – Region 1

P.O. Box 7669 Missoula, MT 59807-7669

(406) 329-2198

ARCHITECT: Chris Martison, AIA, Principal A&E Architects, P.C.

222 North Higgins Avenue Missoula, MT 59802

(406) 721-5643 cmartison@aearchitects.com

Crystal Herzog, AIA A&E Architects, P.C.

222 North Higgins Avenue Missoula, MT 59802

(406) 721-5643 cherzog@aearchitects.com

CIVIL: Shaun Shea, P.E.

Morrison-Maierle, Inc.

3011 Palmer St.

Missoula, MT 59808

(406) 542-8880 sshea@m-m.net

Tyler Reed, P.E.

Morrison-Maierle, Inc.

3011 Palmer St.

Missoula, MT 59808

(406) 542-8880 treed@m-m.net

STRUCTURAL: Bruce Haroldson Beaudette Consulting Engineers 131 West Main Missoula, MT 59802

(406) 721-7315 bruce@bceweb.com mailto:cmartison@aearchitects.com mailto:cherzog@aearchitects.com mailto:sshea@m-m.net mailto:treed@m-m.net mailto:bruce@bceweb.com

MECHANICAL: Jody Waverek, P.E.

125 School House Loop Kalispell, Mt 59901

(406) 752-2216 jwaverek@m-m.net

PLUMBING: Brad Kastelitz, P.E.

125 School House Loop Kalispell, Mt 59901

(406) 752-2216 bkastelitz@m-m.net

ELECTRICAL: Arian Bloomfield, P.E.

3011 Palmer St.

Missoula, MT 59808

(406) 542-8880 abloomfield@m-m.net mailto:jwaverek@m-m.net mailto:bkastelitz@m-m.net mailto:abloomfield@m-m.net

CONSTRUCTION NOTICE

NOTICE: In addition to barrier(s) indicated on Drawings, Contractors shall provide temporary protection and cleanup of work occurring in finished and/or occupied areas of Building 26 including, but not limited to, protection of all existing finishes, systems, and equipment, cleaning and/or replacement of damaged material, painting, vacuuming, dusting, and etc., required to restore and/or clean the work area to the complete satisfaction of the Contracting Officer. Interior barriers between Owner occupied areas of Building 26 and area(s) of Phase 3 Work, shall provide both a physical barrier to prevent access, and a dust-proof barrier to maintain the indoor air quality of the Owner occupied area(s).

NOTICE: Protect all existing finishes and systems indicated to remain. Coordinate sufficient protection with Contracting Officer. Should damage occur to existing finishes, and/or systems, and/or equipment, repair and/or replacement of damaged material to the satisfaction of the Contracting Officer.

NOTICE: Some Demolition and Asbestos Abatement has occurred in portions of Building 26 in preparation for new construction of Phase 3. Extent of architectural, mechanical, and electrical demolition indicated on the Drawings may differ from actual field conditions. Coordinate selective demolition requirements based on demolition plans, field conditions, and new construction plans.

NOTICE: Portions of Phase 3 mechanical and electrical work require access to finished and/or occupied areas of Building 26. Contractor shall coordinate access to finished and/or occupied areas with the Contracting Officer.

NOTICE: All major sawcutting and/or demolition of existing concrete walls and large floor slabs shall occur outside of normal business hours. All concrete demolition shall be coordinated with Contracting Officer. In addition to all major concrete demolition, provide a minimum of seven (7) calendar days advanced notice to all work impacting building operations or the public and/or Owner’s use of the building.

GREEN GLOBES NOTICE

The success of this phased Project includes the preservation, restoration, and rehabilitation of the Contributing Historic Structure, Building 26, within the Fort Missoula Historic District, and a final GREEN GLOBES goal of “Two Globes” for New Construction/Significant Renovations. The on-site Project Manager shall familiarize themselves with the unique historic conditions, challenges, and requirements specific to working on Building 26. At a minimum, the Contractor shall:

Ensure that all Project Manager(s) have reviewed the asbestos, lead-based paint, and hazardous materials plans before undertaking demolition activities.

Thoroughly review existing drainage and soil conditions of the site in order to implement erosion control measures prior to and during construction.

Ensure that all building materials salvaged for re-use are properly stored in a covered structure, protected from water, and that recycling bins are maintained on-site for all materials to be recycled.

Implement a detailed Waste Management Plan for the demolition and construction phases and ensure the Waste Management Plan tracks the Owner’s goals.

Keep accurate records of the cost of and the weight amount of waste diverted from the local landfills because evidence of such is required to earn GREEN GLOBES points.

Keep accurate records of the cost of and the weight of selectively demolished, salvaged, and re-used or reinstalled items and materials because evidence of such is required to earn GREEN GLOBES points.

Develop a plan to minimize dust and other contaminants during the construction, and educate all sub-trades concerning the plan; evidence of such is required to earn GREEN GLOBES points.

Document the origin and supplier and/or manufacturer of all materials for GREEN GLOBES credits for local materials; detailed documentation of such is required to earn GREEN GLOBES points.

Confirm in writing how the phased requirements for each GREEN GLOBES credit will be met to achieve the GREEN GLOBES goal of “Two Globes.”

Confirm in writing how the Contractor will assign responsibility for accomplishing specific credits to specific subcontractors or work teams on Phase 3 Work for the completion of the entire Project.

Track and complete GREEN GLOBES points that must be satisfied during this Phase 3 Work; document when the GREEN GLOBES requirements have been met and/or completed.

MECHANICAL INTERRUPTION NOTICE

Contractor shall coordinate mechanical interruptions to occupied areas provide temporary mechanical systems to affected occupied areas for interruption(s) taking place during business hours.

1) Typical business hours in Building 26 are Monday through Friday 7:30 a.m. to 5:30 p.m.

Any known mechanical interruption, regardless of the time of day or day of the week, due to the Work of this Contract shall be delivered in writing to the Contracting Officer a minimum seven (7) calendar days in advance of interruption(s).

Do not interrupt mechanical equipment serving occupied portions of the building one-hour prior to and one-hour after typical business hours unless permitted under the following conditions and then only after providing temporary services/systems services to affected occupied areas during the interruption.

1) Submit a request for permission from the Contracting Officer a minimum seven (7) calendar days in advance of any mechanical interruption.

2) Request shall include the anticipated duration of the interruption and the affected building area(s).

3) Do not proceed with interruption(s) until Contracting Officer has informed building occupants affected by the interruption(s).

Contractor shall pay all costs associated with setting and removing temporary mechanical systems to Building 26.

FIRE WATCH NOTICE

Contractor shall insure no “hot work” is performed in any area without the implementation of a fire watch.

Contractor to reference mandatory NFPA 1, Chapter 41.2.3 “Fire Safety During Construction” and, at a minimum, comply with the following: Fire Watch is required in any area exceeding 400 square feet of floor area (including, but not limited to, crawlspaces, attics, and concealed combustible areas) not protected by the operable automatic fire sprinkler system. Contractor shall obtain written “hot work” authorization permit from the Contracting Officer 72-hours before work starts.

Contractor shall provide written notice to the Contracting Officer 72-hours prior to enacting a fire-watch period.

Contractor shall submit to the Contracting Officer compliant personnel requirements and applicable training certificates for “Fire Watcher” individuals.

Per NFPA 1, a “Fire Watcher” is:

“A person assigned to be in an area for the express purpose of notifying the fire department of an emergency, preventing a fire from occurring, extinguishing small fires, or protecting the public from fire or life safety dangers addressed in this Code. Specific requirements for personnel, their training, and any equipment are found in the appropriate sections of this Code.”

At all times during a period of fire watch, the contractor shall provide adequate fire extinguisher quantities and locations, as required by Specification Section 015000. Fire Watch personnel shall be provided with adequate 2-way radios, to provide immediate notification to a prior-approved authority. Coordinate with the Contracting Officer to identify a designated, prior-approved authority who shall be in immediate radio contact with Fire Watch personnel at all times during a period of fire watch.

NATURE OF PROJECT:

IN THE EVENT OF AN EMERGENCY DIAL 911 AND USE

YOUR FACILITIES EMERGENCY PROCEDURES.

A. Verify precautions listed at right (or do not proceed with the work).

B. Complete and retain.

C. Issue COPY to person doing job.

DATE: LOCATION:

HOT WORK BEING DONE BY

□ EMPLOYEE

□ CONTRACTOR _____________________

I verify the above location has been examined, the precautions checked on the required precautions checklist have been taken to prevent fire, and permission is authorized for work.

NAME OF PERSON DOING WORK:

NAME OF FIREWATCHER:

DATE: TIME:

INSTRUCTIONS

BEFORE INITIATING HOT WORK, ENSURE PRECAUTIONS ARE IN PLACE!

MAKE SURE AN APPROPRIATE FIRE EXTINGUISHER IS READILY AVAILABLE.

Required Precautions Checklist

SIGNED:

Hot Work Permit

This Hot Work Permit is required for any operation involving open flames or producing heat and/or sparks. This includes, but is not limited to: Brazing, Cutting, Grinding, Soldering, Thawing Pipe, Torch Applied Roofing, and Cadwelding.

□ Available sprinklers, hose streams and extinguishers are in service and operable.

□ Hot Work equipment in good repair.

Requirements within 35 ft. (10 m) of work

□ Flammable liquids, dust, lint and oil deposits removed.

□ Explosive atmosphere in area eliminated.

□ Floors swept clean.

□ Combustible floors wet down, covered with damp sand or fire-resistant sheets.

□ Remove all combustibles where possible.

Otherwise, protect with fire-resistant tarpaulins or metal shields.

□ All wall and floor openings covered.

□ Fire-resistant tarpaulins suspended beneath work.

Work on walls or ceilings/enclosed equipment

□ Construction is noncombustible and without combustible covering or insulation.

□ Combustibles on other side of walls moved away.

□ Danger exists by conduction of heat into another area.

□ Enclosed equipment cleaned of all combustibles.

□ Containers purged of flammable liquids/vapors.

Fire watch/Hot Work area monitoring

□ Firewatch will be provided during and for

(30 minutes) after work, including any coffee or lunch breaks.

□ Firewatch is supplied with suitable extinguishers.

□ Firewatch is trained to use equipment and in sounding alarm.

□ Firewatch may be required for adjoining areas, above, and below.

□ Monitor Hot Work area for 30 minutes after job is completed.

Other Precautions Taken

□ Confined space entry permit required.

□ Is area protected with smoke and heat detection.

□ Ample ventilation to remove smoke/vapor from work area.

□ Lockout/tagout required.

THIS PERMIT IS GOOD FOR ONE

DAY ONLY!

PERMIT

EXPIRES

GOOD-FAITH ASBESTOS MATERIALS &

LEAD COATINGS SURVEY REPORT

FOR THE

HISTORIC 3-STORY 39,000 ft² BUILDING NO. 26

RESIDING ON THE FORT MISSOULA FACILITY

ADDRESSED AT

322 FORT MISSOULA

MISSOULA, MT 59807

Project No: 14-037.1

Prepared for USDA Forest Service

Northern Region 200 East Broadway Missoula, MT 59807

Prepared By Mountain Consulting Services LLC

9922 East Montgomery Drive, Suite 9 Spokane Valley, WA 99206

(509) 924-9236

March 25, 2014

Mountain Consulting Services, LLC

PROJECT NO: 14-037.1

GF-ACM/LBP SURVEY

CONTENTS

REPORT SUMMARY ..............................................................................................Section 1

GOOD-FAITH ASBESTOS MATERIALS SURVEY ................................................Section 2

GOOD-FAITH LEAD COATINGS SURVEY ............................................................Section 3

APPENDICES

A: Certifications & Accreditations B: Asbestos Bulk Samples Analysis Report C: Asbestos Bulk Sample Location Drawings D: XRF Coatings Confirmed Lead Positives Data E: XRF Coatings Assay Data & Calibrations F: Lead Bulk Coating/Material Samples Analysis Report G: Lead Bulk Sampling & XRF Room Location Drawings H: Site Photographs

March 25, 2014 Mountain Consulting Services, LLC

TOC

SECTION 1

REPORT SUMMARY

GF-ACM/LBP SUMMARY

GOOD-FAITH ASBESTOS MATERIALS & LEAD COATINGS SURVEY; HISTORIC

BUILDING #26; FORT MISSOULA FACILITY; MISSOULA, MONTANA

REPORT SUMMARY

The USDA Forest Service of Missoula, Montana, contracted Mountain Consulting Services, LLC (Mountain Consulting) to provide a good-faith asbestos materials and lead coatings survey for the 3-story; 39,000 ft²; Historic Building 26 located on the Fort Missoula facility addressed at 322 Fort Missoula in Missoula, Montana.

This project was conducted to facilitate new occupancy phased renovations for the Building 26 structure. The survey services included: Good-faith asbestos building materials survey; and, Good-faith lead coatings survey. No prior survey documentation was provided for this project.

The field survey activities for this project were conducted on March 5th & 6th of 2014 by Mr. Samuel W. Bailey Jr., MDEQ/AHERA Building Inspection MTA-3565; and, Mr. David A. Jones, Montana State/EPA Lead Risk Assessor MT-R-14998-2, of Mountain Consulting.

SURVEY DESCRIPTION

Building 26 is one of the two largest structures present with the Fort Missoula facility. The structure is a 2-story concrete, masonry & wood framed government use building built on a full concrete daylight basement foundation. The structure was originally built around 1910 with 1 generation of building addition construction and moderate interior renovation projects.

The facility is comprised of the original 27,300 square feet (ft²) 1910 3-story building; with an 11,700 ft² building addition construction era (3-story northeast & southeast wing ends) of the building. The facilities combined square footage that includes the original building and additions is approximately 39,000 ft².

Interior finishes consist of original plaster walls & ceilings with newer generations of gypsum wallboard systems and some ceramic wall tiling; suspended ceilings are either suspended lay-in-tiles or fastened to wood stringer tiles; floorings consist mostly of original 9” vinyl tiles either exposed, hidden under carpeting or hidden under wood sub-flooring & newer 12” vinyl tile system with some ceramic tiling.

Exterior finishes consist of plaster skim coated concrete walls with wood framed window & door units and ceramic tile roofing with membrane roofing on covered porch areas. Walls do not appear to be insulated and the attic space has rot wool type blown-in present over vermiculite insulations.

Heating is supplied by upgraded modern type natural gas fired steam boilers and cast iron room radiators. The building is not equipped with any localized air conditioning (HVAC) systems. Hot water is supplied by either electric or steam hot water tanks.

March 25, 2014 S-1 Mountain Consulting Services, LLC

The facility property is located in the western central light industrial portion of Missoula, Montana.

The structure is bounded by Fort Missoula G Road to the north, Fort Missoula F Road to the east, Building 24 to the south and Fort Missoula H Road to the west. The closest main arterials are US Highway 93 to the east and US Highway 12 to the south.

ASBESTOS SURVEY SUMMARY

Mountain Consulting performed destructive bulk materials testing of suspect building materials present throughout the facility, to determine the presence or absence of asbestos minerals. Mountain Consulting collected 165 bulk material samples from 52 different homogeneous suspect building materials or material systems identified during survey activities. Laboratory analysts sub-divided 15 submitted samples, and did not analyzed 2 submitted samples, resulting in a total of 178 samples analyzed for this project.

REGULATED ACM MATERIALS

The following homogeneous building materials were found to contain greater than one percent (>1%) asbestos content by laboratory analysis and are considered to be (Regulated ACM) requiring proper abatement prior to being impacted by renovation or demolition activities:

9”x 9” Vinyl Floor Tiling (VFT) (Green & Black in Colors-Checkered Pattern) located throughout the majority of the 1st and 2nd floors of the building either exposed, hidden under carpeting, hidden under vinyl sheet flooring (VSF), hidden under newer VFT or VSF & wood sub-flooring systems was found to contain asbestos. The class II, non-friable, miscellaneous materials contain 4-6% chrysotile asbestos. The total quantity of material present is 22,600 ft².

The quantities break for overlaid material types is as follow: There is approximately 1,360 ft² of this material exposed (1st floor NE office and the 2nd floor NE dormitory); approximately 5,780 ft² of this material present hidden under ACM-Free vinyl sheet flooring (VSF) (1st & 2nd floors; N & W wings); approximately 9,800 ft² of this material present hidden under carpeting (1st floor N, W & S wings; 2nd floor N & W wings); and, approximately 5,660 ft² of this material present hidden under ACM-Free VFT or VSF and wood sub-flooring (1st floor S wing hallway & 2nd floor entire S wing). It should be noted that the associated black flooring mastic material was proven to be ACM-free. Represented by bulk samples 14-037.1-72, 73 & 74.

Exposed Silver Painted Tar Coating Layers associated with the built-up tar adhered corkboard wall paneling system present within the old cooler rooms of the northeast and southeast center end rooms of the 1st floor within the building was found to contain asbestos.

The class II, non-friable, miscellaneous coatings material contains 7-10% chrysotile asbestos. It should be noted that this material is present with the walls, ceilings and assumed to be present under the elevated concrete floors within each room. Also the interior of southeast wing cooler has been remodeled with newer over installed ACM-Free sheetrock, carpeting & suspended ceiling system. The underlying cork & tar layers were proven ACM-Free. There is approximately 1,450 ft² of this material present with both rooms. Represented by bulk samples 14-037.1-99, 100 & 101.

March 25, 2014 S-2 Mountain Consulting Services, LLC

White Non-Pliable Caulking Sealant located present between the wood doorframes to exterior concrete wall joints of the exterior entry door units of the building was found to contain asbestos. This class II, non-friable, miscellaneous material contains 1-2% chrysotile asbestos. There is approximatly 440 linear feet (lf) of this material present with 24 exterior entry door units. Represented by Bulk Samples 14-037.1-129, 130 & 131.

MATERIALS ASSUMED TO BE REGULATED FOR ASBESTOS

The following homogeneous materials present with the facility are being assumed to contain asbestos based on inspector expertise, age of construction, material type and/or inaccessible suspect material (Regulated ACM):

Boiler Segments Sealant associated with enclosed cast iron segments of the 2 small boilers present within the basement mechanical rooms of the north & south wings of the building is ASSUMED to contain asbestos. This material is a class I, friable, thermal systems insulation (TSI) type. If present, there should be approximately 224 lf of material within the boilers.

Vermiculite Attic Insulation located under ACM-Free rot wool type blown-in insulation throughout the attic crawl space of the building was found to contain TRACE amounts of actinolite asbestos. There is approximately 13,000 ft² of this material present ranging in depths from 1” to 3” inches. This material has a history of producing false negative results by polarize light microscopy (PLM) and causing environment and health hazards when disturbed.

Although this material is not regulated for asbestos content by MDEQ, it should not be considered a safe material and it is recommended that this material be handled as a regulated Asbestos Containing Material. Represented by Bulk Samples 135, 136 & 137.

SUSPECT MATERIALS PRESENT BUT NOT TESTED

The following suspect building materials present with the structure were intentionally not tested for asbestos content at this time, due to either water damage intrusion potentials or warrantee voiding situations. These materials must be tested for asbestos content prior to any future impacting for renovation or demolition:

Black Membrane Roofing System (present w/flat roof decks) Red Ceramic Tile Roofing

MATERIALS PROVEN TO BE ASBESTOS-FREE

Microscopic examination of samples collected from the following suspect building materials did not detect the presence of asbestos minerals (ACM-Free):

Plaster (White Top Coat & Grey Base Coat) Wall & Ceiling System (samples 01 to 07) Sheetrock Wallboard Paneling’s (throughout building) (samples 08 to 14) Joint & Taping Compound Mud (associated with S/R systems) (sub-samples 08A to 14A)

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Vinyl Covered S/R (no J/C present) (samples 15 to 17 & sub-samples 15A to 17A) 2’x 4’ Suspended Ceiling Tile (wormhole pattern) (samples 18 to 20) 12”x 12” Fastened Ceiling Tile (holes pattern) (samples 21 to 23) Grey Concrete (foundation walls) (samples 24 to 26) Grey Concrete (of basement floor slabs) (samples 27 to 29) Grey Mortar (of basement CMU walls) (samples 30 to 32) Tan, Brown & Grey Glazing Putty (of BSMT window units) (samples 33 to 35) White & Gold Rope Gaskets (of BSMT boilers) (samples 36 to 38) White Seam/Joint Sealant (of BSMT fiberglass piping insulations) (samples 39 to 41) White & Grey Pebble Pattern VSF & Yellow Mastic (BSMT NW-RR) (samples 42 to 44) Grey Thin-set Grout & Adhesive (of 6” red ceramic floor tiling) (samples 45 to 47) White & Grey Terrazzo Shower Basins (samples 48 to 50) Brown Grout & Grey Adhesive (of white 4” ceramic wall tiling) (samples 51 to 53) White & Gold Plaster Skim Coating (of shower room walls) (samples 54 to 56) Formica & Cold Adhesive (of restroom countertops) (samples 57 to 59) Grey & Beige 12”x 12” VFT & Gold Mastic (of BSMT SW-RR) (samples 60 to 62) Grey-Tan Floor Leveling (of BSMT SW-RR) (samples 63 to 65) 4” Brown Vinyl Cove Base (VCB) & White Mastic (samples 66 to 68) Tan & Brown Pebble Pattern VSF & Gold Mastic (over ACM-9” VFT) (samples 69 to 71) Black Flooring Mastic (adhering ACM-9” VFT) (samples 72 to 74) Tarpaper & Brown Mastic (under ACM-9” VFT) (sub-samples 73A & 74A) Gold Carpet Mastic (over ACM-9” VFT) (samples 75 to 77) Gold Carpet Mastic (over wood-sub flooring & ceramic floor tiling) (samples 78 to 80) Tan Wall Adhesive (of wainscot wood wall paneling) (samples 81 to 83) Green-Grey Wall Adhesive (of wainscot wood wall paneling) (samples 84 to 86) Grey Mortar (of chimney brick) (samples 87 to 89) Grey Mortar (of BSMT terracotta block walls) (samples 90 to 92) Grey Thin-set Grout & Adhesive (of 6” ceramic floor tiling) (samples 93 to 95) Grey Thin-set Grout & Adhesive (of 4”x 8” ceramic wall tiling) (samples 96 to 98) Brown Corkboard & Tar Adhesive (of coolers & ACM-Silver Coating) (samples 99 to 101) Gold Adhesive (of SE BSMT wood wall paneling stringers) (samples 102 to 104) Grey Mortar (of SE BSMT new vault room CMU walls) (samples 105 to 107) Grey Concrete (of SE BSMT new vault room ceiling/lid) (samples 108 to 110) Tan & Brown 12” VFT & Gold Mastic (o/sub-floor & ACM-9” VFT) (samples 111 to 113) Green VSF & Brown Jute Backing (of stairwell mid-landings) (samples 114 to 116) Tan Door Gasket Material (of old cooler entry doors) (samples 117 to 119) Tan & Grey Rubberized Exterior Roofing (on ext. porch floors) (samples 120 to 122) White Caulking (of newer exterior entry door units) (samples 123 to 125) Brown & Tan Glazing (of exterior window units) (samples 126 to 128) Dark Grey Blown-in Insulation (of attic space over ACM-vermiculite) (samples 132 to 135) Black Tarpaper (under ceramic tile roofing) (samples 138 to 140) Black-Grey Frost Barrier Sheeting (under ceramic tile roofing) (sub-samples 138A to 140A) Red Vapor Sheeting Paper (remnants of past removed roofing) (samples 141 to 143) Red Asphalt Shingle Roofing (remnants within attic space) (samples 144 to 146)

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Black Damper Joint Material (of attic space air fan units) (samples 147 to 149) Grey Pliable Caulking Sealant (of attic space air fan units) (samples 150 to 152) Brown-White Pliable Bedding Adhesive (of roof system ridge cap tiling) (samples 153 to 155) Black Vinyl Stair-treads & White Adhesive (of ext. entry stair system) (samples 156 to 158) Grey Plaster Skim-Coating (of exterior concrete walls) (samples 159 to 165)

Materials that contain greater than one percent (>1%) asbestos are considered regulated building materials and must be properly removed by a certified asbestos abatement contractor prior to impacting by building renovation or demolition. Materials proven to be ACM-Free maybe impacted without any specialized personnel training and disposed of as construction debris.

No other suspect building materials associated with the structure were identified to be tested for asbestos content during this survey. The building owner or tenant is responsible, under OSHA regulations, to notify all maintenance and custodial workers of the presence and location of ACM.

Asbestos containing materials must be handled and disposed of in accordance with OSHA, NESHAP, and local regulations.

LEAD COATINGS SURVEY SUMMARY

Mountain Consulting used a “Dynasil, RMD, LPA-1” X-ray fluorescence (XRF) lead spectrum analyzer, Serial Number 3627, for nondestructive sampling for suspect lead based paints and lead glazed ceramic tile materials present throughout the building for this project. Mountain Consulting collected a total of Three-Hundred-&-Forty-Five (345) XRF suspect lead coating assays & calibration readings for this project.

Any paint films or ceramic tile glazing’s with lead concentrations of 1.0 mg/cm² (milligrams per square centimeter) or greater were classified as Regulated Lead Containing Materials. In addition, the substrate condition was visually assessed at each assay test site. Any paint or glaze coatings that produced results below the 1.0 mg/cm² threshold were bulk sampled using destructive methods to verify the actual lead content in parts per million (ppm).

The paint or ceramic tile glaze coatings associated with the following components are considered to be regulated lead containing materials by XRF Assay testing. These materials are potential lead hazards, contractors working on or around these materials should be informed of the lead content and potential lead hazard:

Fort Missoula Building 26 – Basement Interior, Lead Coatings by XRF

Component & Location Coating Condition XRF Results White, Grey, Green, Tan & Yellow Paints on Concrete & Plaster, Walls & Ceilings Overall Satisfactory 2.0 to 9.9 mg/cm² Brown, White & Tan Paints on Wood Window Sashes & Frames Overall Satisfactory 2.3 to 9.6 mg/cm²

White, Green & Grey Paints on Wood Doors & Doorframes Overall Satisfactory 4.7 to 9.9 mg/cm²

Silver Paint on Metal Doors Overall Satisfactory 3.2 to 4.0 mg/cm²

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White & Tan Paints on Wood Baseboard & Chair-Rail Moldings Overall Satisfactory 3.5 to 9.9 mg/cm²

Black & Tan Paints on Steel Hand-Railings Overall Satisfactory 4.7 to 5.4 mg/cm² Brown, White & Tan Paints on Wood w/Stairwell System Components Overall Satisfactory 2.5 to 9.9 mg/cm²

White Paint on Wood Posts & Beams Overall Satisfactory 9.9 mg/cm²

Fort Missoula Building 26 – 1st Floor Interior, Lead Coatings by XRF

Component & Location Coating Condition XRF Results

White & Blue Paints on Plaster, Walls & Ceilings Overall Satisfactory 4.5 to 9.9 mg/cm² Tan, White & Brown Paints on Wood Window Sashes, Sills & Frames Overall Satisfactory 1.5 to 9.7 mg/cm²

Tan & White Paints on Wood Doors & Doorframes Overall Satisfactory 2.5 to 9.9 mg/cm²

Tan Paint on Wood Baseboard & Chair-Rail Moldings Overall Satisfactory 2.9 to 7.7 mg/cm²

Brown Paint on Steel Door Frames Overall Satisfactory 3.2 mg/cm²

Silver Paint on Wood Cooler Entry Doors & Door Frames Overall Satisfactory 1.7 mg/cm²

Fort Missoula Building 26 – 2nd Floor Interior, Lead Coatings by XRF

White & Yellow Paints on Plaster, Walls & Ceilings Overall Satisfactory 4.0 to 9.9 mg/cm² Tan & Brown Paints on Wood Window Sashes, Sills & Frames Overall Satisfactory 2.0 to 9.9 mg/cm²

Tan & White Paints on Wood Doors & Doorframes Overall Satisfactory 2.5 to 9.9 mg/cm² Tan & Brown Paints on Wood Baseboard & Chair-Rail Moldings Overall Satisfactory 4.1 to 9.9 mg/cm²

Brown & White Paints on Steel Posts Overall Satisfactory 4.3 to 9.9 mg/cm²

Tan Paint on Wood w/Stairwell System Components Overall Satisfactory 9.9 mg/cm²

Fort Missoula Building 26 – Building Exterior, Lead Coatings by XRF

Tan Paint on Plaster/Concrete Walls Overall Satisfactory 1.6 to 6.2 mg/cm²

Tan Paint on Wood Window Sashes, Sills & Frames Overall Deteriorated 2.0 to 9.5 mg/cm²

Tan Paint on Wood Porch Ceilings & Rafters Overall Satisfactory 1.0 to 2.1 mg/cm²

Tan Paint on Wood Soffits & Rafters Overall Satisfactory 5.9 to 9.9 mg/cm²

Tan Paint on Wood Doors & Door Frames Overall Satisfactory 4.3 to 9.9 mg/cm²

Tan Paint on Wood w/Stairwell System Components Overall Satisfactory 2.3 to 2.8 mg/cm²

Mountain Consulting performed destructive bulk paint/ceramic glazed tile materials testing of suspect lead containing majority coatings present with the included building for this good-faith survey project.

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Mountain Consulting collected a total of 33 bulk coating samples (29 paint & 4 ceramic tile samples), from suspect coated building components that produced negative XRF assay results for this project. The results of the bulk paint/glazed ceramic tile samples collected for this project is listed as follows:

1. White Paint on Plaster Walls 0.42 %wt or 4,200 ppm

2. Grey Paint on Concrete Floors 0.59 %wt or 5,900 ppm

3. White Paint on Wood Doors/Frames/Trims 8.3 %wt or 83,000 ppm

4. White Paint on Concrete Walls 20 %wt or 200,000 ppm

5. Grey Paint on Concrete Walls 38 %wt or 380,000 ppm

6. Tan Paint on Wood Stair Components <0.014 %wt or <140 ppm

7. White Paint on Sheetrock Wallboard <0.011 %wt or <110 ppm

8. 4” White Glazed Ceramic Wall Tiling <40 mg/Kg or <40 ppm

9. 5” Red Glazed Ceramic Floor Tiling <40 mg/Kg or <40 ppm

10. Green Paint on Concrete Walls 0.035 %wt or 350 ppm

11. White Paint on Concrete Walls 0.011 %wt or 110 ppm

12. Brown Paint on Wood Window Components 0.078 %wt or 780 ppm

13. Red Paint on Concrete Floors 1.9 %wt or 19,000 ppm

14. White Paint on Steel Doors/Frames <0.053 %wt or <530 ppm

15. Gold Vanish on Wood Components <0.085 %wt or <850 ppm

16. White Paint on CMU Walls <0.030 %wt or <300 ppm

17. White Paint on Brick Chimneys 0.11 %wt or 1,100 ppm

18. Red Paint on Fiber Ceiling Tiles <0.010 %wt or <100 ppm

19. Blue Paint on Fiber Ceiling Tiles <0.010 %wt or <100 ppm

20. White Paint on Fiber Ceiling Tiles <0.010 %wt or <100 ppm

21. White Paint on Wood Doors/Frames/Trims <0.043 %wt or <430 ppm

22. 4”x 8” White Glazed Ceramic Wall Tiling <40 mg/Kg or <40 ppm

23. 4”x 8” Brown Glazed Ceramic Baseboard Tiling <40 mg/Kg or <40 ppm

24. Silver Paint on Cork Cooler Walls <0.010 %wt or <100 ppm

25. Silver Paint on Wood Cooler Doors/Frames <0.010 %wt or <100 ppm

26. Gold Varnish on Wood Paneling <0.038 %wt or <380 ppm

27. White Paint on Plaster Walls 0.035 %wt or 350 ppm

28. Green Paint on Plaster Walls 0.052 %wt or 520 ppm

29. Yellow Paint on Sheetrock Walls 0.089 %wt or 890 ppm

30. Blue Paint on Wood Trims <0.011 %wt or <110 ppm

31. White Paint on Exterior Concrete Walls 0.16 %wt or 1,600 ppm

32. Tan Paint on Exterior Steel Hand Railings 0.13 %wt or 1,300 ppm

33. Silver Paint on Cast Iron Heating Radiators 0.61 %wt or 6,100 ppm

Conversions: %wt @ 10,000 = parts per million; and, mg/Kg = ppm.

Notes: Bold-Italic = indicates non-regulated lead containing coatings.

The bulk paint samples collected for this project were submitted following proper chain of custody procedures to EMSL Analytical, Inc. located in Cinnaminson, New Jersey for analysis by method SW846, 3050B/7000B*. EMSL is an ACGIH accredited analytical laboratory.

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Any coating that contain lead concentrations greater than 100 parts per million (ppm); proven to be LBP by XRF Assay Testing; or, assumed to be a lead coating associated with this project are regulated by Federal and/or Montana State regulations.

Explanations of regulations are detailed as follows:

The Occupational Safety and Health Administration (OSHA) 29 CFR 1926.62 lead in construction standard does not define a definition for lead based coatings or materials, but does establish safe airborne exposure limits for employees working with lead containing materials, by permissible exposure limit (PEL). So in summation; if any material or coating contains lead above 100 ppm then abatement, renovation or demolition contractors must demonstrate worker health and safety due diligence.

This includes lead awareness training for all affected employees, establishment of proper employee personnel protective equipment (PPE), proper demarcation of effected work area(s), and performance of negative exposure assessment (NEA) lead air monitoring prior to downgrading any established PPE.

The Federal Dangerous Waste Regulation (40 CFR Part 261) requires that lead containing materials with a lead content above 5,000 ppm threshold be treated as lead hazardous waste, until toxic characterization leeching procedure (TCLP) bulk waste stream sampling prove otherwise. The TCLP lead characterization threshold is 5 ppm. TCLP lead waste stream bulk sampling and analysis was not conducted as part of this survey project.

LIMITING CONDITIONS

A complete discussion of survey parameters and applied methods are enclosed in the following sections of this report. Only general conclusions should be made from the information provided within this summary.

During this ACM/LBP survey, Mountain Consulting endeavored to observe, inventory, and sample (if appropriate) potentially regulated and or hazardous materials associated with the included facility structure/areas for renovation activities.

During renovation activities for the included structure, if any unidentified suspect materials are encountered that were not observed during this assessment may warrant additional sampling, analysis or assumption.

CLOSURE

The results, conclusions, and recommendations presented in this report were prepared following our inspection of suspected materials at the subject property. Methods used by Mountain Consulting for this study are consistent with the standard of care and professionalism normally exercised by consultants in the environmental science and engineering fields.

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The Client acknowledges that Mountain Consulting has been retained for the sole purpose of assisting the Client in identifying Regulated and Hazardous Materials, if any, associated with the subject facility. It is agreed that Mountain Consulting has assumed responsibility only for performing this assessment and presenting this report and conclusions to the Client. The Client acknowledges that Mountain Consulting is not acting as an “agent” for the Client, or any other user or entity, for work associated with any regulated and/or hazardous materials.

Mountain Consulting does not act or have authority to act for or in place of the Client or its successors or assigns. Mountain Consulting does not represent the Client nor does it authorize or allow any construction, renovation, remodeling, maintenance, repair, or demolition work by performing this assessment.

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SECTION 2

GOOD-FAITH ASBESTOS

MATERIALS SURVEY

ASBESTOS SURVEY – TABLE OF CONTENTS

1.0 INTRODUCTION

2.0 SCOPE OF WORK

3.0 ASSESSMENT SURVEY PARAMETERS

3.1 HOMOGENEOUS AREAS

3.2 BULK SAMPLING

3.3 LABORATORY AND ANALYTICAL METHODS

4.0 RESULTS

4.1 REGULATED ASBESTOS CONTAINING MATERIALS

4.2 MATERIALS ASSUMED TO BE REGULATED ACM

4.3 SUSPECT MATERIALS PRESENT BUT NOT TESTED

4.4 MATERIALS PROVEN TO BE ACM-FREE

4.5 MATERIALS ASSUMED NOT TO CONTAIN ASBESTOS

5.0 CONCLUSIONS AND RECOMMENDATIONS

5.1 CONCLUSIONS

5.2 RECOMMENDATIONS

APPENDICES

A: Certifications and Accreditations B: Asbestos Bulk Samples Analysis Report C: Asbestos Bulk Sample Location Drawings

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GOOD-FAITH ACM SURVEY

GOOD-FAITH ASBESTOS MATERIALS & LEAD COATINGS SURVEY; HISTORIC

BUILDING #26; FORT MISSOULA FACILITY; MISSOULA, MONTANA

ASBESTOS CONTAINING MATERIALS SURVEY REPORT

1.0 INTRODUCTION

The USDA Forest Service of Missoula, Montana, contracted Mountain Consulting Services, LLC (Mountain Consulting) to provide a good-faith asbestos materials survey for the suspect building materials present with the 3-story; 39,000 ft²; Historic Building 26 located on the Fort Missoula facility addressed at 322 Fort Missoula in Missoula, Montana.

This project was conducted to facilitate new occupancy phased renovations for the Building 26 structure. No prior survey documentation was provided for this project.

The field survey activities for this project were conducted on March 5th & 6th of 2014 by Mr. Samuel W. Bailey Jr., EPA Accredited AHERA Building Inspector; Certification: BIR-13-038/MTA-3565;

Expiration: October 8, 2014. (See Appendix A for inspector and laboratory certifications.)

2.0 SCOPE OF WORK

The scope of work was designed to meet the requirements for asbestos inspection and due diligence notification in the Occupational Safety and Health Administration (OSHA) Asbestos Standard (29 CFR 1926.1101); the National Emission Standards for Hazardous Air Pollutants (NESHAP 40 CFR 61); applicable portions of the Asbestos Hazardous Emergency Response Act (AHERA) & regulations in 40 CFR 763; and, the Administrative Rules of Montana, Title 17, Chapter 74, Subchapter 3, governed by the Montana Department of Environmental Quality (MDEQ).

The survey was conducted through visual evaluation, classification and analysis of suspected asbestos-containing materials (ACMs) used in the construction or remodeling of the surveyed building. The survey included the following tasks:

Visual survey and assessment of the location and condition of suspected materials.

Collection and analysis of bulk samples from suspected asbestos containing materials.

Preparation of a report summarizing the identification and assessment of any asbestos containing materials and material found not to contain asbestos.

March 25, 2014 ACM - Page 1 Mountain Consulting Services, LLC

3.0 ASSESSMENT SURVEY PARAMETERS

3.1 HOMOGENEOUS AREAS

Homogeneous materials are those considered to be consistent throughout an area based on color, texture, and construction era. For the purpose of this survey, homogeneous areas were delineated using the construction era, material composition, and material location as the primary considerations.

Material appearance, texture, size, color, and analytical results may support assumptions about each material’s homogeneity.

3.2 BULK SAMPLING

Suspected ACMs were collected according to guidelines in 40 CFR 763.85 and were sampled to determine the type and percentage of asbestos by volume. At least three (3) samples were collected from each selected miscellaneous and thermal system insulation materials. Suspect surfacing materials were sampled according to the AHERA “3/5/7 rule.”

For other types of suspect materials, or materials assumed to be non-ACM, regulations require the on-site AHERA building inspector to determine the appropriate number of samples. The quantity of material present, manufacturer’s labels, appearance, construction or renovation era, and inspector’s expertise were used to determine the number of samples. A homogeneous material is considered to be an ACM if one or more sample results are equal to or greater than 1% asbestos.

The EPA recommends that at least three samples be analyzed by polarized-light microscopy (PLM) for the following types of materials in order to prevent false negative results (less than 1% asbestos):

Materials that contain low concentrations of asbestos fibers (less than 10%);

Materials with asbestos fibers tightly bound in a matrix;

Materials with milled asbestos fibers (fine fibers);

Materials with hand-mixed asbestos fibers; and Materials with a combination of these characteristics.

All bulk samples must have results below 1% asbestos before the material may be classified in accordance with AHERA rules as not being an ACM. However, if asbestos is detected in the material at less than 1%, OSHA worker health and safety due diligence regulations may still apply.

3.3 LABORATORY AND ANALYTICAL METHODS

Mountain Consulting performed destructive bulk materials testing of suspect building materials to verify the presence of asbestos minerals or prove asbestos-free content. Mountain Consulting collected 165 bulk material samples from 52 different homogeneous suspect building materials or material systems identified during survey activities. Laboratory analysts sub-divided 15 submitted samples, and did not analyzed 2 submitted samples, resulting in a total of 178 samples analyzed for this project.

March 25, 2014 ACM - Page 2 Mountain Consulting Services, LLC

All samples were submitted for analysis to Mountain Laboratories of Spokane, Washington using chain of custody procedures. Mountain Laboratories participates in the national voluntary laboratory accreditation program (NAVLAP) and is a NAVLAP accredited asbestos testing laboratory, NAVLAP code: 101890-0. All samples were analyzed to determine asbestos type and content using PLM with dispersion staining in accordance with the following methods:

EPA EPA 600/R-93/116, “Method for the Determination of Asbestos in Bulk Building Materials” (July 1993).

EPA “Interim Method for the Determination of Asbestos in Bulk Insulation Samples” (40 CFR Part 763, Subpart F, Appendix A; May 27, 1982).

ASTM Draft “Standard Method of Testing for Asbestos Containing Materials by Polarized Light Microscopy” (ASTM Committee D22.05; January 14, 1988).

4.0 RESULTS

This section describes suspect materials that were proven to be asbestos containing (Regulated ACM) or proven to be free of asbestos minerals (ACM-Free). (Refer to the bulk sample analysis report in Appendix B for specific sample composition and Appendix C for sample location drawings).

4.1 REGULATED ASBESTOS CONTAINING MATERIALS

ACMs are materials proven to contain at least 1% asbestos or greater. AHERA (asbestos hazards emergency response act) and NESHAP (national emissions standard for hazardous air pollutants) regulations distinguish between friable and non-friable forms of ACM. A friable material is defined as one that can be “crumbled, pulverized, or reduced to powder by hand pressure when dry.” Friability is an indication of a material’s ability to release asbestos fibers into the air.

Regulated ACMs are defined by NESHAP as all friable ACM and non-friable ACM that may be disturbed by renovation or demolition.

The following homogeneous building materials were found to contain greater than one percent (>1%) asbestos content by laboratory analysis and are considered to be (Regulated ACM) requiring proper abatement prior to being impacted by renovation or demolition activities:

9”x 9” Vinyl Floor Tiling (VFT) (Green & Black in Colors-Checkered Pattern) located throughout the majority of the 1st and 2nd floors of the building either exposed, hidden under carpeting, hidden under…

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