Attachment 13 - JBE057_058_Asbestos_Final.pdf

PDF 7 MB Posted

Attached to
FXSB 17-4704 Repair Tank Farm 3 and 4
Solicitation number
FA500023B0001
Issued by

About this file

This solicitation seeks proposals for the repair of Tank Farms 3 and 4 at Joint Base Elmendorf Richardson in Alaska. The scope of work involves demolishing existing 1950s-era underground storage tanks and aviation fuel infrastructure at Tank Farms 3 and 4, and reconstructing a consolidated fuel storage and distribution system at Tank Farm 4. The consolidated system will include six 50,000-gallon double-wall underground storage tanks for JP-8 jet fuel and one 25,000-gallon double-wall tank for ultra-low sulfur diesel. A new filter building, control room, motor control center, truck loading area, and retail fueling station will also be constructed. Questions regarding the specifications and drawings are due by June 1, 2023, and an organized site visit will be held on May 24, 2023. The estimated price range for this opportunity is between $10-25 million. Payment and performance bonds are required.

View the file

Other files

File Type Posted
Abstract of Offerors - FXSB 17-4704 Repair Tank Farm 3 and 4.pdf PDF
Solicitation Amendment FA500023B00010004 SF 30.pdf PDF
Attachment 1 - AK20230001 Wage Determination 21 July 2023.pdf PDF
Attachment 21 - Clarification to Specifications.pdf PDF
Solicitation Amendment FA500023B00010003 SF 30.pdf PDF
Solicitation Amendment FA500023B00010002 SF 30.pdf PDF
Attachment 18 - Attachments for A33.pdf PDF
Attachment 19 - JBER 2022 Atlas Map Book.pdf PDF
Attachment 17 - RTA ED151.pdf PDF
Attachment 20 - Round 2 of Questions and Answers - Tank Farm.pdf PDF
Attachment 1 - Wage Determination AK20230001 06_23_2023.pdf PDF
Attachment 16 - Class JA ALC.pdf PDF
Attachment 1 - Wage Determination AK200300001 05_19_2023.pdf PDF
Attachment 10 - Site Specific Spill Plan.pdf PDF
Attachment 15 - Tank Farms 3 and 4 Questions and Answers.pdf PDF
Attachment 11 - JBER Spill Reporting Poster.pdf PDF
Attachment 3 - Specifications REV001.pdf PDF
Solicitation Amendment FA500023B00010001 SF 30.pdf PDF
Attachment 14 - Sign-in Sheet.pdf PDF
Attachment 12 - 2019 JBER Environmental Handbook.pdf PDF
Attachment 8 - JA Fuel Tank Monitoring System - Veeder Root System.pdf PDF
Solicitation - FA500023B0001.pdf PDF
Attachment 9 - Project Price Breakdown.pdf PDF
Attachment 3 - Specifications.pdf PDF
Attachment 4 - Wage Determination AK20230001.pdf PDF
Attachment 2 - Drawings 1.pdf PDF
Attachment 7 - JA Fuel Tank Gauge System ENRAF.pdf PDF
Attachment 5 - AF 66 Submittal Register.pdf PDF
Attachment 1 - SOW.pdf PDF
Attachment 6 - Class JA ALC.pdf PDF
Show all 30

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

TECHNICAL MEMORANDUM

of

ASBESTOS and HAZARDOUS MATERIALS SURVEY

Buildings 11567, 11568, 11583 and 11584 JBER, Alaska JBE057 and JBE058

Submitted by:

US Army Corps of Engineers

CEPOA-EC-EE

PO Box 6898

JBER, 99506

i

EXECUTIVE SUMMARY

The United States Army Corps of Engineers (USACE) performed an asbestos and hazardous materials assessment survey for projects JBE057 & 058, Fuel Farms 3 & 4. These buildings are fuel farms and canopies, located at Joint Base Elmendorf Richardson (JBER), Alaska. The existing underground storage tanks were installed in 1942. The survey was conducted April 17, 2019. All quantities contained in this report are estimates, subject to field verification prior to any proposed renovations or demolition projects.

Asbestos

Samples of suspect asbestos-containing building materials (ACBMs) were collected. A summary of the suspect ACBMs encountered are provided in Tables 1 and 2. These ACBMs are further described in Section 4.0 – Findings – Asbestos, of this report. The following suspect materials were found or assumed to be positive for asbestos:

• Assumed foundation waterproofing

• Transite Wall Board in the Pump/Filter Rooms

• Pipe Insulation

• Various Caulks

Building materials with asbestos content under 1% is not classified as an ACBM under EPA.

However, OSHA does require that businesses protect their workers from asbestos at any percentage.

Lead-Based Paint

Lead-based paint (LBP) is defined as paint or other surface coatings that contain lead greater than

1.0 milligrams per square centimeter (mg/cm2), 0.5 percent by weight (% by wt.), or 5,000 parts per million (ppm). Due to the age of the structure and type of construction it is assumed that all painted surfaces may contain lead at some level.

Lead containing paints (LCP) are defined as any paints with detectable levels of lead. Proper work procedures must be followed while working with lead-containing paints to prevent dust or fume generation above the OSHA Action Limit. All painted surfaces will be considered LCP. Activities such as sanding, scraping, manual demolition, abrasive blasting, cutting, torching, or welding of LCP are trigger tasks that can result in significant worker and community exposures. All construction or renovation work disturbing lead-containing paints must comply with the OSHA Lead in Construction Standard, 29 CFR 1926.62 or the OSHA General Industry Standard, 29 CFR 1910.102.

Nine paint samples were collected from areas with disturbed or peeling paint. Paint samples had detections of lead ranging from a concentration of 2.49 to 53,800 mg/kg and meet the definition of LBP and LCP. Three paint samples collected from Building 11567 meet the definition for LBP. See Table 3 for a table of paint results and Appendix D for the laboratory report.

Other hazardous materials

Other miscellaneous hazardous materials are present in the buildings and include PCB ballasts, mercury lights (fluorescent and HID), and smoke detectors. These other hazardous materials are further described in Section 6.0, Findings-Other Hazardous Materials, of this report.

Paint was also tested for polychlorinated biphenyls (PCBs). The exterior concrete walls tested positive for PCBs above the TSCA limit of 50ppm, and will need to be disposed out of state as such.

ii

Discussion

Suitable precautions must be taken to prevent worker exposure, emissions to the environment, and to comply with applicable regulations. Friable and non-friable ACBM, materials which contain asbestos greater than 1%, which will become friable during demolition activities should be removed prior to building demolition. Non-friable ACM that is not likely to release asbestos fibers during demolition activities may be left in place and managed in compliance with all applicable regulations and policies. Lead and PCB sources are accessible and could be a health hazard if ingested or the dust is inhaled during demolition.

Worker protection is required by labor standards in 29 CFR and Alaska Administrative Code Title 8 (Chapter 61). Waste management is regulated under 40 CFR. Transportation of asbestos, lead, and PCB waste is regulated under 49 CFR.

iii

TABLE OF CONTENTS

EXECUTIVE SUMMARY .......................................................................................................... i

1.0 INTRODUCTION

2.0 METHODOLOGY - ASBESTOS

2.1 Pre-Inspection Planning

2.2 Inspection for ACBM

2.3 Condition Assessment

3.0 SAMPLING PROTOCOL

4.0 FINDINGS – ASBESTOS

5.0 FINDINGS – LEAD

6.0 FINDINGS – OTHER HAZARDOUS MATERIALS

7.0 DISCUSSION

7.1 Asbestos

7.2 Lead

7.3 Other Hazardous Materials

TABLES

Table 1: JBE057 Tank Farm 3, Buildings 11567 and 11568 Table 2: JBE058 Tank Farm 4, Buildings 11583 and 11584 Table 3: Lead and PCBs Present in Paint Summary Table 4: Other Hazardous Materials Summary

APPENDICES

Appendix A Maps Appendix B Photographs Appendix C Asbestos Laboratory Sample Results Appendix D Lead and PCB Laboratory Sample Results Appendix E Inspector Certifications

1.0 INTRODUCTION

The U.S. Army Corps of Engineers (USACE), Engineering/Construction Division-Environmental Engineering Branch (CEPOA-EC-EE) at the request of the Alaska District Project Management Branch, performed an inspection of JBE057 & 058 at Fuel Tank Farm 3 (Buildings 11567 and 11568) and Fuel Tank Farm 4 (Buildings 11583 and 11584) on Joint Base Elmendorf Richardson (JBER), Alaska, to identify and assess all accessible asbestos containing building materials (ACBMs), lead based paint (LBP), and other hazardous materials at the facility. The survey was conducted on April 17, 2019. Survey and assessment protocols were based on those adopted by the U.S. Environmental Protection Agency (EPA) as detailed in the Asbestos Hazard Emergency Response Act (AHERA; 40 CFR 763, Subpart E). The site visit was part of an overall investigation being performed on the building to facilitate demolition/renovation projects. This report outlines the methodology, findings, and recommendations for the aforementioned project.

2.0 METHODOLOGY - ASBESTOS

The asbestos survey was divided into three distinct phases: pre-inspection planning, inspection for ACBM, and assessment of ACBM conditions/response action recommendation. Each phase consisted of multiple steps that are outlined below.

2.1 Pre-Inspection Planning

Items that were addressed in the pre-inspection planning phase included:

• Reviewed available records, such as:

- building plans,

- building specifications,

- previous asbestos related work.

• Interviewed U.S. Air Force personnel about previous asbestos-related work.

• Planned inspection strategy.

• Informed key personnel of scheduled activities.

2.2 Inspection for ACBM

This phase was conducted on a room-by-room, area-by-area basis as determined in the pre-inspection planning phase. Materials that were considered suspect were identified, and the number of samples to be collected of these suspect materials was determined by the inspector using AHERA protocols. As defined by AHERA policy, suspect materials include the following building material types:

• Surfacing materials - including spray applied or troweled on wall/ceiling coatings;

• Thermal Systems Insulation (TSI) - including pipe insulation, boiler lagging, tank insulation, and duct insulation; and,

• Miscellaneous materials - including ceiling tiles, floor tiles/mastic, gaskets (if accessible), fire doors, wallboard/spackle.

Suspect materials that were homogeneous in nature (i.e., uniform in color and texture) were identified, touched to determine friability, and sampled by removing a small piece, which was then placed in a labeled container. For a given homogeneous area, one or more samples were collected in a randomly distributed manner in accordance with AHERA provisions (40 CFR 763.86). Unless specifically referenced, materials not considered by the AHERA rule as suspect ACBMs were not addressed by USACE personnel in this survey.

Every reasonable attempt was made to locate ACBM present as TSI, surfacing material, or other miscellaneous materials in the areas surveyed. However, areas that were inaccessible could be addressed only through extrapolation of conditions in accessible building space and review of building plans, specifications, or other building documents provided to USACE.

Each room was inspected and samples taken within. Rooms were chosen randomly and were spaced out so that a room was inspected and sampled for each section. Walls were either cinderblock or drywall. Floor tile and cove base were consistent with the rest of the building.

2.3 Condition Assessment

At the time of the survey suspect materials were assessed for condition. Once analytical results were obtained, combined with the condition assessments, approximate quantities of ACBM were calculated.

3.0 SAMPLING PROTOCOL

The building was surveyed to locate, quantify, and assess ACBM and suspect ACBM in accordance with all requirements set forth in 29 CFR 1910.1001 and 29 CFR 1926.1101 using EPA 40 CFR 763 AHERA guidelines.

Extreme care was taken to avoid fiber liberation during the inspection/sampling process.

Before sample collection, a fine mist of water was applied to the sample site. Samples were collected using sharpened core samplers and/or razor knives and immediately placed in labeled containers and sealed.

Collected samples of suspect ACBM were analyzed by AmeriSci Richmond (AmeriSci), a National Voluntary Laboratory Accreditation Program (NVLAP)-accredited laboratory located in Midlothian, Virginia. AmeriSci analyzed the friable samples by EPA 600/R-93/116 and Environmental Laboratory Approval Program (ELAP) method 198.1 which uses stratified point count polarized light microscope (PLM) techniques. Non-friable Organically Bound (NOB) samples were analyzed by EPA 600/R-93/116, EPA 600/R-93/116 and NY ELAP 198.4.

Laboratory data sheets indicating the sample designations, gross descriptions, and analytical results are provided as Appendix C.

Every reasonable attempt was made to locate ACBM present as thermal system insulation (TSI), surfacing material, or other miscellaneous materials in the areas surveyed. However, areas that were inaccessible could be addressed only through extrapolation of conditions in accessible building space and review of building plans, specifications, or other building documents provided to USACE. Such general inaccessible areas might include but are not limited to:

• Within walls

• Within fire doors

• Enclosed pipe/duct chases

• Inside mechanical equipment

• Inside utilidor and underground utilities

Paint was sampled for lead and PCBs by finding a disturbed surface area where the paint was either peeling or chipping. The peels and chips were collected and labeled for each paint type found in disrepair. Collected samples were analyzed by SGS Laboratories in Anchorage, Alaska.

SGS is a Department of Defense Environmental Laboratory Accreditation Program certified laboratory. The samples for lead were analyzed by method EPA SW846 6020A and PCBs were analyzed by method EPA SW8082A.

4.0 FINDINGS – ASBESTOS

Homogeneous materials suspected of potentially containing asbestos were identified and then sampled. These materials were analyzed to confirm if they were ACBM (see Tables 1 and 2).

Table 1: JBE057 Tank Farm 3, Building 11567

Material Code

Description of Material Code Location Friable

(Yes/No) Sample

Numbers ACM Total quantity (Yes/No)

Surfacing Materials None Found

Thermal Systems Insulation I Pipe Insulation Pump Room Yes 11567-I1 No (0.2%) NQ

Miscellaneous Materials

DW Drywall Pump room No 11567-DW2 Yes (50% )

SQFT

C Caulk Pump Room

Exterior, Pipe Protrusion

No 11567-C5 Yes

(2.1% ) 2 LF

CW Window Caulk Pump Room Exterior No 11567-CW3 Yes (5% ) 30 LF

CW Window Caulk Pump Room Exterior No 11567-CW5 Trace NQ

DW Drywall Office No 11567-DW1 No NQ

COE Concrete Expansion Joint Around Vault Yes 11567-COE01 No NQ

FC Fire Caulk, Red Office No 11567-FC1 No NQ

T Tar Tar Pieces on Metal Overhng No 11567-T1 No NQ

VF Vinyl Flooring Office No 11567-VF1 No NQ CB Cove Base, Brown Office No 11567-CB1 No NQ

CW Window Caulk Office and Pump Rooms, Interior &

Exterior No 11567-CW1, CW2 No NQ

C Caulk Office Interior and Canopy No 11567-C1 to

C4, C6 No NQ

CD Door Caulk Office Door No 11567-CD1 No NQ Bold - Tested positive as ACBM SQFT – Square Feet LF – Linear Feet

Italics - Trace amounts under 1% asbestos found, not considered ACBM NQ – Not Quantified

Table 2: JBE058 Tank Farm 4, Building 11583 Material

Code Description of Material Code Location Friable

(Yes/No) Sample Numbers

ACM

(Yes/No)

Total quantity

Surfacing Materials None Found

Thermal Systems Insulation I1 Pipe Insulation Inside Floor Grate Yes 11583-I1 Yes (10%) 25 LF

Miscellaneous Materials

DW Drywall Pump room No 11583-DW01,03 Yes (50%) 1000 SQFT

CW Window Caulk Pump Room Exterior No 11583-CW1 Trace NQ

DW Drywall Pump Room No 11583-DW02 No NQ

JC1 Joint Compound Office No 11583-JC01 No NQ

FC Fire Caulk Pump Room to Office (red), to Exterior (gray)

No 11583-FC01, 02 No NQ

CD Door Caulk Electric Room Exterior No 11583-CD1 No NQ

C Caulk Pump Room Interior and Exterior No 11583-C1, C2, C3, C4 No NQ

G Gasket Exterior Pipe, South and East Walls No 11583-G1 , GH2 No NQ

T Tar Tank Vault Base and Roof No 11583C*-T01 and 11583-T02 No NQ

Bold - Tested positive as ACBM SQFT - Square Feet LF - Linear Feet Italics - Trace amounts under 1% asbestos found, not considered ACBM

* C in sample number for canopy

All identified homogeneous materials considered to be potentially asbestos containing (“suspect”) are listed on the JBE057 & 058 Tank Farms 3 & 4 Asbestos Materials List (Tables 1and 2). These materials are grouped according to class (i.e., surfacing, TSI, or miscellaneous). For each suspect material, the material description, friability, general location in the building, and sample numbers are indicated, as well as whether the material was determined to be ACBM or not. ACBMs were identified during the 2019 sampling event. Drywall samples, pipe insulation, caulk, and caulk window samples tested positive for asbestos. Because drywall can become friable during demolition, it should be considered as friable for abatement purposes. The pump/filter room interiors (Buildings 11567 and 11583) are both assumed to be Transite Wall Board, not drywall, due to the sampling results found. There were also trace amounts of asbestos (under 1%) found in the caulk window samples.

Additional inspection documentation can be found in the appendices. Laboratory bulk sample analysis results and chain of custody forms are located in Appendix C. These laboratory data forms indicate the material composition including asbestos type and percent content.

5.0 FINDINGS – LEAD

Lead-based paint (LBP) is defined as paint or other surface coatings that contain lead greater than

1.0 milligrams per square centimeter (mg/cm2), 0.5 percent by weight (% by wt.), or 5,000 ppm.

Lead containing paints (LCP) are defined as any paints or coatings with detectable levels of lead.

The U.S. Occupational Health and Safety Administration (OSHA) Lead in Construction Standard 29 CFR

1926.62 regulates work practices and exposures to lead in any concentration. Materials containing any amount of lead must be considered a potential risk during construction or renovation work that disturbs the materials. Activities such as sanding, scraping, manual renovation, abrasive blasting, cutting, torching, or welding of LCP are trigger tasks that can result in significant worker and community exposures. All construction or renovation work disturbing LCP must comply with the OSHA Lead in Construction Standard, 29 CFR 1926.62 or the OSHA General Industry Standard, 29 CFR 1910.1025 (where applicable).

USACE did not perform an exhaustive assessment of lead based paint (LBP) and lead containing paint (LCP). However, due to the age of the structure and type of construction, it is assumed that all painted surfaces may contain lead at some level. Nine paint samples were collected from areas of disturbed or peeling paint. Paint samples had levels of lead ranging from a concentration of 2.49 to 53,800 mg/kg and meet the definition of LCP. Three paint samples from Building 11567 meet the definition for LBP. See Table 3 for a summary of paint results and Appendix D for the laboratory report.

Materials with low levels of lead (i.e., <1.0 mg/cm2) that are torched, welded, sanded, scraped or otherwise aerosolized and converted to fumes or dusts can pose health risks to exposed populations. The U.S. Occupational Health and Safety Administration (OSHA) Lead in Construction Standard 29 CFR

1926.62 regulates work practices and exposures to lead in any concentration. Materials containing any amount of lead must be considered a potential risk during construction or renovation work that disturbs the materials. All of the rooms in the building are of similar construction and have been repainted over the years. The paint is in poor condition overall, with damage found scattered in certain areas.

Table 3: Lead and PCBs Present in Paint Summary

Sample # Location Lead Result

(mg/kg) Total PCBs

(mg/kg) 11583-P01 Exterior wall paint 62.4 2,180

11583C*-P02 Canopy steel paint 2.49 NA 11583-P03 Interior electric room 17.5 ND 11567-P01 Exterior vault concrete 46,600 470 11567-P02 Vault lid 119 NA 11567-P03 Exterior building wall 9,290 376 11567-P04 Interior office concrete wall 1,370 ND 11568-P05 Canopy steel 2.81 NA 11567-P06 Canopy vault concrete 53,800 NA NA - Not Analyzed ND - Non-Detect _____ - Lead Based Paint*

_____ - PCB Containing Paint * C in sample number for canopy

The contractor should assume that all painted surfaces are coated with LCP and plan their activities accordingly. In addition, the contractor should provide appropriate engineering controls, medical surveillance, personal protective equipment in lieu of a negative exposure assessment, air monitoring, and training necessary to work in lead areas. In addition, a TCLP sample should be taken for disposal purposes.

6.0 FINDINGS – OTHER HAZARDOUS MATERIALS

Polychlorinated Biphenyls (PCBs) has been found in the paints of older structures on base. Because of this, most of the paint samples were also analyzed for PCBs. Three of the five paint samples had PCB detections above the Toxic Substances Control Act (TSCA) limit of 50 ppm (Table 3). Only PCB-1254 (Aroclor 1254) was found, all other Aroclors were non-detect.

The following table provides a summary of other hazardous materials that were identified in the building:

Table 4: Other Hazardous Materials Summary

Description

Total Quantity Mercury is found in the fluorescent bulbs throughout the building 4 foot bulbs – 20 each Americium is found in the smoke detectors 4 each Fluorescent light ballasts may contain PCBs 40 each HID Light Bulbs 30 each

7.0 DISCUSSION

7.1 Asbestos

Airborne asbestos is a health hazard. It is regulated under both Alaska State and Federal

OSHA Labor standards. Alaska has adopted, as State regulation, substantially all Federal OSHA standards for general industry, construction and some other industries. The State maintains enforcement authority. The Federal OSHA regulation governing worker exposure to asbestos is 29 CFR 1926.1101. The permissible exposure limit (PEL) for asbestos is 0.1 fibers per cubic centimeter (cc) of air for an 8-hour work period. Presumed asbestos-containing material (PACM) includes thermal insulation and surfacing found in buildings constructed no later than 1980 and directs levels of worker protection when present during some tasks. The analysis must be done by a NVLAP or other accredited laboratory and must demonstrate that the asbestos level present does not exceed 1%.

The presence of asbestos in ACM is not a health hazard unless the asbestos fibers are freed from their matrix and become airborne, i.e. capable of being inhaled or ingested. The term “friable” is a general description for ACM that is likely to release fibers if crumbled by hand pressure. The term “non-friable ACM” refers to ACM where the asbestos fibers are bound in a stiff matrix, such as vinyl, asphalt, or cement, and consequently unlikely to release fibers unless the matrix is damaged.

Friable ACM was found in the thermal system insulation and its associated debris. Suspect items shall be properly removed prior to renovation by properly trained; Alaska and EPA licensed and certified asbestos contractors. Proper work procedures to minimize disturbance and fiber releases shall be implemented to protect workers and residents. Drywall samples, insulation, caulk, and caulk window samples were found to contain asbestos. EPA’s Asbestos NESHAP regulations do apply to this material containing greater than 1% of asbestos. OSHA’s Asbestos Construction Standard (29 CFR 1926.1101) applies regardless of the amount of asbestos present. Any work involving the removal of the tile will need to be abated by a licensed professional.

7.2 Lead

Lead is a human health hazard when exposures are possible through inhalation and ingestion. Lead is regulated by both State and Federal labor regulations. The State has adopted Federal OSHA standards for its regulations. The Federal labor standard for lead in construction is 29 CFR 1926.62 and 1910.1025. The maximum PEL for lead is 50 micrograms per cubic meter (ug/m3) of air over an 8-hour day. The standard establishes reduced PELs for longer work periods and sometimes for some individuals. Medical monitoring, personal protection, and administrative requirements are part of the regulations when lead is present in the work place. The standards also prescribe specific levels of personal protection whenever lead is present and airborne lead concentrations have not been measured for the particular site and tasks.

Lead does not present a health hazard unless disturbed to generate an exposure route.

Removal procedures that generate an airborne source (inhalation) and possible ingestion source will result in a health risk and possible hazardous waste production. Such procedures would require special precautions and compliance with relevant federal, state, and local regulations. The contractor should conduct additional testing (TCLP test) prior to disposal for documentation and hazardous waste characterization. Proper work procedures to minimize disturbance and dust generation should be implemented to protect workers.

7.3 Other Hazardous Materials

1. PCBs and lead may be present in light ballasts, emergency lights, plumbing components, and fluorescent light fixtures.

2. Polychlorinated biphenyls (PCBs) were found in 3 of the 9 paint samples where it was tested for. Six of the samples were below the TSCA limit of 50 ppm or had a ND. Three of the samples were above the unrestricted waste disposal of 1 ppm and above the TSCA limit.

Due to TSCA regulations, PCBs must be disposed of at the concentration they are found at, and not “diluted out” as part of a waste stream.

3. Mercury is assumed to be found in the fluorescent and HID light bulbs.

4. Americium is found in the smoke detectors.

To ensure the protection of personnel and the environment, hazardous materials should be removed and disposed of as a separate waste stream from the general construction debris. However, if abatement of ACM and lead does not present a significant hazard to workers and/or is not expected to be disturbed, some ACM and lead may be left in place during the building’s renovation.

This information shall be identified in the contractor’s Hazardous Materials Abatement Work Plan and submitted specifications. If ACM and lead are to remain in specific building locations during renovation, special renovation disturbance procedures will be required. At the time when the renovation takes place a representative sample of the waste generated should be analyzed by the EPA’s TCLP method in order to properly classify the waste as a regulated waste or C&D waste.

APPENDIX A

MAPS

PROJECT LOCATION/VICINITY MAP REPAIR

FUEL FARMS 3 & 4 (19-056)

ALASKA DISTRICT

CORPS OF ENGINEERS

Environmental Engineering JBER, ALASKA

CORPS OF ENGINEERS

P

R

O

J E

C

T

L

O

C

A

T

I O

N

Appendix A-1

AutoCAD SHX Text

ANCHORAGE

AutoCAD SHX Text

OCEAN

AutoCAD SHX Text

ARCTIC

AutoCAD SHX Text

ALASKA

AutoCAD SHX Text

FAIRBANKS

AutoCAD SHX Text

PACIFIC OCEAN

AutoCAD SHX Text

GULF OF ALASKA

AutoCAD SHX Text

KETCHICAN

AutoCAD SHX Text

JUNEAU

AutoCAD SHX Text

CANADA

AutoCAD SHX Text

HAINES

AutoCAD SHX Text N

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

AREA

AutoCAD SHX Text Football

AutoCAD SHX Text Field

AutoCAD SHX Text Field #3

AutoCAD SHX Text Softball

AutoCAD SHX Text Playing

AutoCAD SHX Text Field

AutoCAD SHX Text Playing

AutoCAD SHX Text Field

AutoCAD SHX Text Jr.

AutoCAD SHX Text

CIRCLE

AutoCAD SHX Text

HERITAGE

AutoCAD SHX Text

LUKE AVE

AutoCAD SHX Text

KUTER AVE

AutoCAD SHX Text

22ND ST

AutoCAD SHX Text

20TH ST

AutoCAD SHX Text

18TH ST

AutoCAD SHX Text

RICKENBACKER AVE

AutoCAD SHX Text

24TH ST

AutoCAD SHX Text

LORING AVE

AutoCAD SHX Text

LORING AVE

AutoCAD SHX Text

SLAMMER AVE

AutoCAD SHX Text

SIMPSON HARBOR DR

AutoCAD SHX Text

SIJAN AVE

AutoCAD SHX Text

SAVILLE AVE

AutoCAD SHX Text

22ND ST

AutoCAD SHX Text

HODGES AVE

AutoCAD SHX Text

JERSTAD AVE

AutoCAD SHX Text

17TH ST

AutoCAD SHX Text

18TH ST

AutoCAD SHX Text

KUTER AVE

AutoCAD SHX Text

JERSTAD AVE

AutoCAD SHX Text

SIJAN AVE

AutoCAD SHX Text

LUKE AVE

AutoCAD SHX Text

LUKE AVE

AutoCAD SHX Text

19TH ST

AutoCAD SHX Text

LINDBERGH AVE

AutoCAD SHX Text

LINDBERGH AVE

AutoCAD SHX Text

21ST ST

AutoCAD SHX Text

20TH ST

AutoCAD SHX Text

JOHNSON AVE

AutoCAD SHX Text

PEASE AVE

AutoCAD SHX Text

FIGHTER DRIVE

AutoCAD SHX Text

FIGHTER DRIVE

AutoCAD SHX Text McGUIRE AVE

AutoCAD SHX Text

MUNDY AVE

AutoCAD SHX Text

NECRASON AVE

AutoCAD SHX Text A-39

AutoCAD SHX Text A-40

AutoCAD SHX Text A-41

AutoCAD SHX Text

EAST/WEST CENTERLINE INSTRUMENT RUNWAY

AutoCAD SHX Text T/W 'N1'

AutoCAD SHX Text T/W 'N2'

AutoCAD SHX Text

TAXIWAY ' M '

AutoCAD SHX Text

TAXIWAY ' Q '

AutoCAD SHX Text

TAXIWAY ' B '

AutoCAD SHX Text T/W ' N3 '

AutoCAD SHX Text N 80%%d 01' 00" E

AutoCAD SHX Text

TAXIWAY ' N '

AutoCAD SHX Text 7500' X 150'

AutoCAD SHX Text

NORTH/SOUTH RUNWAY

AutoCAD SHX Text N 0 00'42" E

AutoCAD SHX Text

TAXIWAY ' D ' SOUTH

AutoCAD SHX Text

SOUTH RAMP

AutoCAD SHX Text T/W ' D2 '

AutoCAD SHX Text

GOLD RAMP

AutoCAD SHX Text T/W ' N4 '

AutoCAD SHX Text

TAXIWAY ' D '

AutoCAD SHX Text

TAXIWAY ' N5 '

AutoCAD SHX Text

TAXIWAY ' N '

AutoCAD SHX Text T/W ' D1 '

AutoCAD SHX Text

BLUE RAMP

AutoCAD SHX Text A-1

AutoCAD SHX Text

TAXIWAY ' M '

AutoCAD SHX Text

TAXIWAY ' N '

AutoCAD SHX Text

TAXIWAY ' P '

AutoCAD SHX Text

BAK-13

AutoCAD SHX Text

BARRIER

AutoCAD SHX Text

BAK-13

AutoCAD SHX Text

BARRIER

AutoCAD SHX Text

BAK-13

AutoCAD SHX Text

BAK-12

AutoCAD SHX Text

BARRIER

AutoCAD SHX Text

BARRIER

AutoCAD SHX Text

FPN-G2

AutoCAD SHX Text

(GCA)

AutoCAD SHX Text Base Exchange

AutoCAD SHX Text Base Gym

AutoCAD SHX Text 100+00

AutoCAD SHX Text Library

AutoCAD SHX Text 80+00

AutoCAD SHX Text 90+00

AutoCAD SHX Text Fire

AutoCAD SHX Text Station 1

AutoCAD SHX Text Mt. Spur

AutoCAD SHX Text School

AutoCAD SHX Text Billboard

AutoCAD SHX Text Billboard

AutoCAD SHX Text Dental

AutoCAD SHX Text Clinic

AutoCAD SHX Text Officers

AutoCAD SHX Text Open

AutoCAD SHX Text Mess

AutoCAD SHX Text Chapel 2

AutoCAD SHX Text Air

AutoCAD SHX Text Passenger

AutoCAD SHX Text Terminal

AutoCAD SHX Text 60+00

AutoCAD SHX Text 70+00

AutoCAD SHX Text Base

AutoCAD SHX Text Operations

AutoCAD SHX Text 50+00

AutoCAD SHX Text Hangar 7

AutoCAD SHX Text Hangar 6

AutoCAD SHX Text 120+00

AutoCAD SHX Text Credit

AutoCAD SHX Text Union

AutoCAD SHX Text Center

AutoCAD SHX Text Support

AutoCAD SHX Text Family

AutoCAD SHX Text Cage

AutoCAD SHX Text Eagle

AutoCAD SHX Text Wing HQ

AutoCAD SHX Text 80+00

AutoCAD SHX Text 90+00

AutoCAD SHX Text 110+00

AutoCAD SHX Text Hangar 2

AutoCAD SHX Text Hangar 3

AutoCAD SHX Text 70+00

AutoCAD SHX Text People Center

AutoCAD SHX Text Hangar 4

AutoCAD SHX Text Bank

AutoCAD SHX Text

TAXIWAY ' N '

AutoCAD SHX Text

TALLEY AVE

AutoCAD SHX Text

TALLEY AVE

AutoCAD SHX Text

FRONTAGE RD

AutoCAD SHX Text

FRONTAGE RD

AutoCAD SHX Text

TAXIWAY 9

AutoCAD SHX Text

ALASKA RAILROAD

AutoCAD SHX Text

ELMENDORF AIR FORCE BASE

AutoCAD SHX Text

ELMENDORF AIR FORCE BASE

AutoCAD SHX Text Riding

AutoCAD SHX Text Stables

AutoCAD SHX Text

37TH ST

AutoCAD SHX Text

TALLEY AVE

AutoCAD SHX Text

AIRLIFTER DRIVE

AutoCAD SHX Text

TAXIWAY ' G '

AutoCAD SHX Text

TAXIWAY ' H '

AutoCAD SHX Text

TANGO ROW

AutoCAD SHX Text T/W ' E '

AutoCAD SHX Text

TAXIWAY ' E '

AutoCAD SHX Text T/W 8

AutoCAD SHX Text

TAXIWAY ' F '

AutoCAD SHX Text T/W 8

AutoCAD SHX Text Hangar 17

AutoCAD SHX Text (Aircraft Weather Shelter)

AutoCAD SHX Text Hangar 16 (Alert)

AutoCAD SHX Text Area

AutoCAD SHX Text Cargo

AutoCAD SHX Text Explosive

AutoCAD SHX Text

STA. 136+00

AutoCAD SHX Text End Runway

AutoCAD SHX Text Pad

AutoCAD SHX Text Blast

AutoCAD SHX Text

LAKE

AutoCAD SHX Text

FISH

AutoCAD SHX Text

LAKE

AutoCAD SHX Text

TRIANGLE

AutoCAD SHX Text

RABAUL DRIVE

AutoCAD SHX Text

28TH ST

AutoCAD SHX Text

37TH ST

AutoCAD SHX Text

FAIRCHILD AVE

AutoCAD SHX Text

37TH ST

AutoCAD SHX Text

37TH ST

AutoCAD SHX Text

37TH ST

AutoCAD SHX Text

28TH ST

AutoCAD SHX Text

28TH ST

AutoCAD SHX Text

30TH ST

AutoCAD SHX Text

30TH ST

AutoCAD SHX Text

29TH ST

AutoCAD SHX Text

32ND ST

AutoCAD SHX Text

32ND ST

AutoCAD SHX Text

33RD ST

AutoCAD SHX Text

35TH ST

AutoCAD SHX Text

35TH ST

AutoCAD SHX Text

AIRLIFTER DRIVE

AutoCAD SHX Text

AIRLIFTER DRIVE

AutoCAD SHX Text

AIRLIFTER DRIVE

AutoCAD SHX Text

AIRLIFTER DRIVE

AutoCAD SHX Text A-38

AutoCAD SHX Text

TAXIWAY ' J '

AutoCAD SHX Text

TAXIWAY ' K '

AutoCAD SHX Text

TAXIWAY ' J '

AutoCAD SHX Text A-31

AutoCAD SHX Text A-12

AutoCAD SHX Text A-10

AutoCAD SHX Text A-13

AutoCAD SHX Text A-11

AutoCAD SHX Text A-14

AutoCAD SHX Text A-15

AutoCAD SHX Text A-30

AutoCAD SHX Text A-33

AutoCAD SHX Text A-32

AutoCAD SHX Text A-34

AutoCAD SHX Text A-17

AutoCAD SHX Text

NORTH/SOUTH RUNWAY CENTERLINE

AutoCAD SHX Text 7,500' X 150'

AutoCAD SHX Text N 0%%d 00' 42"E

AutoCAD SHX Text

NORTH/SOUTH RUNWAY CENTERLINE EXTENDED

AutoCAD SHX Text N 0%%d 00' 42' E

AutoCAD SHX Text

AutoCAD SHX Text

TAXIWAY ' J '

AutoCAD SHX Text A-19

AutoCAD SHX Text A-21

AutoCAD SHX Text A-35

AutoCAD SHX Text

TAXIWAY ' D '

AutoCAD SHX Text A-24

AutoCAD SHX Text A-23

AutoCAD SHX Text A-22

AutoCAD SHX Text A-20

AutoCAD SHX Text A-18

AutoCAD SHX Text

TAXIWAY ' M '

AutoCAD SHX Text A-37

AutoCAD SHX Text A-29

AutoCAD SHX Text A-8

AutoCAD SHX Text

NORTH RAMP

AutoCAD SHX Text A-3

AutoCAD SHX Text A-7

AutoCAD SHX Text A-2

AutoCAD SHX Text A-5

AutoCAD SHX Text A-36

AutoCAD SHX Text A-28

AutoCAD SHX Text A-27

AutoCAD SHX Text

AutoCAD SHX Text

TAXIWAY ' M '

AutoCAD SHX Text A-25

AutoCAD SHX Text A-26

AutoCAD SHX Text A-26A

AutoCAD SHX Text

TAXIWAY ' J '

AutoCAD SHX Text A-4

AutoCAD SHX Text

TAXIWAY ' B '

AutoCAD SHX Text

BAK-12

AutoCAD SHX Text

BARRIER

AutoCAD SHX Text

ANTENNA

AutoCAD SHX Text

ANTENNA

AutoCAD SHX Text

SURVIVAL TRAINING AREA

AutoCAD SHX Text Hangar 10

AutoCAD SHX Text Hangar 11

AutoCAD SHX Text Reservoir

AutoCAD SHX Text Water

AutoCAD SHX Text Underground

AutoCAD SHX Text Guard Shack

AutoCAD SHX Text Hangar 8

AutoCAD SHX Text P.O.L. Area

AutoCAD SHX Text In Flight

AutoCAD SHX Text Kitchen

AutoCAD SHX Text Blast

AutoCAD SHX Text Deflectors

AutoCAD SHX Text 130+00

AutoCAD SHX Text 133+00

AutoCAD SHX Text End Runway

AutoCAD SHX Text Hangar 14

AutoCAD SHX Text Barrier

AutoCAD SHX Text

BAK - 13

AutoCAD SHX Text 120+00

AutoCAD SHX Text

BAK - 13

AutoCAD SHX Text Barrier

AutoCAD SHX Text Joint Mobility Complex

AutoCAD SHX Text Hangar 12

AutoCAD SHX Text 130+00

AutoCAD SHX Text 110+00

AutoCAD SHX Text Hangar 18

AutoCAD SHX Text

BORAM DRIVE

AutoCAD SHX Text N

AutoCAD SHX Text

GRAPHIC SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text

GRAPHIC SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SY

AutoCAD SHX Text

EMA 3D

AutoCAD SHX Text

FIGURE GFI-1

AutoCAD SHX Text

DATE: APRIL 2019

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

DRAWN/RVW: MLM/JMM

Appendix A-3:

Fuel Farm 4

Sample Locations

Building 11583 and Canopy 11584 Fuel Farm 4, JBER AK

P02

T01

JC1

DW3

DW1

DW2

T02

C3, CW1

FC01

CD1

C1

C4

FC2C2

G2

G1

P01

P03

I1

Appendix A-2:

Fuel Farm 3

Sample Locations

Building 11567 and Canopy 11568 Fuel Farm 3, JBER AK

I1

DW2

DW1

P06

P05

P02

T1

C6

C3

CD1

CW5

C4 C1

CW1/CW2

FC1

M1, CB1, VF1 CW3

P04

P03

P01

COE01

C2

C5

APPENDIX B

PHOTOGRAPHS

PHOTO 1: FUEL FARM 3, BLDG 11567 EXTERIOR, LOOKING ENE.

PHOTO 2: CONCRETE UTILIDOR VAULT OF FUEL FARM 3, WITH LEAD AND PCB BASED

PAINT.

PHOTO 3: EXTERIOR OF FUEL FARM 3 WITH LEAD AND PCB BASED PAINT.

PHOTO 4: TANK VAULT UNDER CANOPY 11568 WITH LBP.

PHOTO 5: FUEL FARM 3 WINDOW CAULK WITH ASBESTOS, PUMP ROOM EXTERIOR.

PHOTO 6: FUEL FARM 3 PIPE PROTRUSION WITH ASBESTOS CAULKING, CIRCLED IN RED.

PHOTO 7: FUEL FARM 4 WITH PCB PAINT ON THE UTILIDOR VAULT.

PHOTO 8: FUEL FARM 4 WITH TRANSITE WALL BOARD IN THE PUMP ROOM.

PHOTO 9: TRENCH IN FUEL FARM 4 WITH ASBESTOS PIPE INSULATION

PHOTO 10: FUEL FARM 4 EXTERIOR, LOOKING NE.

PHOTO 11: PANORAMIC OF FUEL FARM 4 FILTER ROOM INTERIOR.

PHOTO 12: FUEL FARM 4 CANOPY, LOOKING SE.

APPENDIX C

ASBESTOS LABORATORY SAMPLE RESULTS

APPENDIX D

LEAD AND PCB LABORATORY SAMPLE RESULTS

Jillian Janssen 2019.05.02 10:18:16 -08'00' y y o f 2 e-Sample Receipt Form

Chain of Custody / Temperature Requirements

Yes

N/A

Temperature blank compliant* (i.e., 0-6 °C after CF)?

SGS Workorder #: 1191863 1191863 Exemption permitted if sampler hand carries/delivers.Yes

DOD: Were samples received in COC corresponding coolers?

Were Custody Seals intact? Note # & location

Review Criteria

HD

Exceptions Noted belowCondition (Yes, No, N/A)

COC accompanied samples? Yes

**Exemption permitted if chilled & collected <8 hours ago, or for samples where chilling is not required

N/A

Cooler ID: Therm. ID:

Were samples received within holding time?

Note: Refer to form F-083 "Sample Guide" for specific holding times.

Yes

***Exemption permitted for metals (e.g,200.8/6020A).

***Note: If sample information on containers differs from COC, SGS will default to COC informatio

If samples received without a temperature blank, the "cooler temperature" will be documented instead & "COOLER TEMP" will be noted to the right. "ambient" or "chilled" will be noted if neither is available.

Sample Id # for sample 9 indicate "11567-P06" on COC and "11568- P06" on bag. Proceeding per COC ( location ID is matching)

N/A

°C °C

Therm. ID:@

Ambient

Therm. ID:

NA @Cooler ID: Therm. ID:

°C

**Note: If times differ <1hr, record details & login per COC.

Cooler ID:

Do samples match COC** (i.e.,sample IDs,dates/times collected)?

°C

N/A

N/A

Were all soil VOAs field extracted with MeOH+BFB?

Yes

N/A

Cooler ID:

Were all water VOA vials free of headspace (i.e., bubbles ≤ 6mm)?

No

Were analytical requests clear? (i.e., method is specified for analyses with multiple option for analysis (Ex: BTEX, Metals)

Holding Time / Documentation / Sample Condition Requirements

Were proper containers (type/mass/volume/preservative***)used?

Additional notes (if applicable):

Note to Client: Any "No", answer above indicates non-compliance with standard procedures and may impact data quality.

Yes

Volatile / LL-Hg Requirements N/AWere Trip Blanks (i.e., VOAs, LL-Hg) in cooler with samples?

Chilling not required

*If >6°C, were samples collected <8 hours ago?

Note: Identify containers received at non-compliant temperature . Use form FS-0029 if more space is needed.

N/AIf <0°C, were sample containers ice free?

F102b_SRFpm_2019032528 of 29

APPENDIX E

INSPECTOR CERTIFICATIONS

JBE057_058_Asbestos_Final.pdf
JBE057 & 58 HTRW Report Final.pdf
EXECUTIVE SUMMARY
1.0 INTRODUCTION
2.0 METHODOLOGY - ASBESTOS
2.1 Pre-Inspection Planning
2.2 Inspection for ACBM
2.3 Condition Assessment
3.0 SAMPLING PROTOCOL
4.0 FINDINGS – ASBESTOS
Table 1: JBE057 Tank Farm 3, Building 11567
5.0 FINDINGS – LEAD
Table 3: Lead and PCBs Present in Paint Summary
6.0 FINDINGS – Other Hazardous Materials
Table 4: Other Hazardous Materials Summary
7.0 DISCUSSION
7.1 Asbestos
7.2 Lead
7.3 Other Hazardous Materials
App_A1_sit_vic.pdf
JBE057_058_Asbestos_Final
App_A3_FF4_Sample.pdf
Slide Number 1
App_A2_FF3_Sample.pdf
Slide Number 1
JBE057 & 58 HTRW Report Final
119042042.pdf
119042041.pdf
JBE057 & 58 HTRW Report Final
App_D_SGS.pdf
JBE057 & 58 HTRW Report Final
App_E_Sean.pdf
App_E_Rebecca.pdf

File details come from the government source that posted it. Updated .