03a. Eielson AFB Generic Division 1 Specifications, various dates.pdf

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This file is a Fugitive Dust Emissions Plan (FDEP) for Eielson Air Force Base in Alaska, prepared by EA Engineering, Science, and Technology for the Air Force Civil Engineering Center. The plan addresses operations that generate fugitive dust emissions and provides control strategies to reduce particulate matter. Key sources of fugitive dust at the base include demolition/construction activities, landfill operations, ash disposal from the Central Heat and Power Plant, gravel quarry operations, open storage piles (asphalt, coal, gravel), unpaved roads, and street sweeping operations.

The document includes detailed control measures and monitoring requirements for each dust source, specifications for the base's street sweeper fleet (four TYMCO Model 600 and one A7 Schwarze sweepers), and compliance procedures aligned with Alaska Department of Environmental Conservation regulations and the base's Title V air quality permit. The plan was originally developed in 2001 as part of an EPA Consent Agreement and Final Order and has been updated to reflect current operations. Appendices include base maps, inspection checklists, equipment manuals, and staff rosters for the 354th Civil Engineer Squadron Environmental Element.

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Fugitive Dust Emissions Plan for

Eielson Air Force Base, Alaska

Prepared for

Air Force Civil Engineering Center Alaska Installation Support Section AFCEC/CZOP and

354 CES/CEIE Eielson Air Force Base, Alaska

Under

U.S. Army Corps of Engineers Alaska District Contract No. W911KB-20-D-0021

Task Order No. W911KB-20-F-0097, CLIN0074AA EA Project No. 6360301-5

Prepared by

EA Engineering, Science, and Technology, Inc., PBC 745 W 4th Avenue, Suite 425

Anchorage, Alaska 99501

(907) 334-3909

November 2021 EA Project No. 6360301-5

In Association With

Air Force Dust Emissions Plan for

Eielson Air Force Base, Alaska

Contract No.: W911KB-20-D-0021

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Contract No.: W911KB-20-D-0021

Page i

In Association With

TABLE OF CONTENTS

Page

LIST OF TABLES ...........................................................................................................................i LIST OF ACRONYMS AND ABBREVIATIONS ....................................................................... v

INTRODUCTION

1.1 LOCATION

1.2 BACKGROUND

1.3 REGULATORY INFORMATION

1.4 CLIMATE

DESCRIPTION OF INSTALLATION OPERATIONS AND SOURCES OF FUGITIVE

DUST EMISSIONS

2.1 DEMOLITION, EARTHMOVING, AND CONSTRUCTION

2.2 LANDFILL OPERATIONS

2.2.1 Asbestos Landfill

2.2.2 Clean Fill and Construction and Demolition Materials Landfill

2.2.3 Quarry Hill Landfill

2.3 ASH DISPOSAL PROCEDURES

2.3.1 Current Ash Disposal Procedures

2.4 GRAVEL QUARRY OPERATIONS

2.5 OPEN STROAGE PILES

2.5.1 Asphalt Storage Piles

2.5.2 Coal Storage Piles

2.5.3 Miscellaneous Gravel Storage Piles

2.5.4 Asphalt/Rock Crushing

2.6 VEHICULAR TRAFFIC ON UNPAVED ROADS AND PARKING AREA

2.7 STREET SWEEPER OPERATIONS

CONTROL AND MITIGATION MEASURES

3.1 GENERAL CONTROL MEASURES

3.2 SOURCE-SPECIFIC CONTROL MEASURES

APPENDIX A: EIELSON AFB MAP

APPENDIX B: FUGITIVE DUST CHECKLIST

APPENDIX C: STREET SWEEPER OPERATION AND MAINTENANCE MANUALS

Contract No.: W911KB-20-D-0021

Page ii

Contract No.: W911KB-20-D-0021

Page iii

In Association With

LIST OF TABLES

Number Title

1 Mean Climatic Conditions, EAFB, Alaska

2 Reasonably Available Control Measures for Demolition, Earthmoving, and Construction Projects

3 Reasonably Available Control Measures for Landfill Operations

4 Reasonably Available Control Measures for Ash Disposal Operations

5 Reasonably Available Control Measures for Gravel Quarry Operations

6 Reasonably Available Control Measures for Open Storage Piles

7 Reasonably Available Control Measures for Asphalt/Rock Crushing Operations

8 Reasonably Available Control Measures for Vehicle Traffic on Unpaved Roads and Parking Areas

9 Reasonably Available Control Measures for Street Sweeper Operations

Contract No.: W911KB-20-D-0021

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Page v

LIST OF ACRONYMS AND ABBREVIATIONS

ºF Fahrenheit % Percent

AAC Alaska Administrative Code ADEC Alaska Department of Environmental Conservation AFB Air Force Base AFCEC Air Force Civil Engineering Center

CAFO Consent Agreement and Final Order CES/CEIE Civil Engineering Squadron/Environmental Flight CH&PP Central Heat and Power Plant CFR Code of Federal Regulations CY Cubic yard(s) CZOP AFCEC Environmental Directorate Pacific Region

EA EA Engineering, Science, and Technology, Inc., PBC EAFB Eielson Air Force Base EPA U.S. Environmental Protection Agency EU Emission Unit

FDEP Fugitive Dust Emission Plan ft Foot (feet) ft2 Square foot (feet)

in. Inch(es) kph Kilometer(s) per hour mph Mile(s) per hour

No. Number NOAA National Oceanic and Atmospheric Administration

O&M Operation and maintenance

PM Particulate matter

SCAQMD South Coast Air Quality Management District SEP Supplemental Environmental Project SY Square yard(s)

VEE Visible Emissions Evaluation

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INTRODUCTION

This Fugitive Dust Emissions Plan (FDEP) has been updated by EA Engineering, Science, and Technology, Inc., PBC. (EA) for Eielson Air Force Base (EAFB) to address current operations conducted at the installation that are sources of fugitive dust emissions. The focus of this plan is to provide control strategies that will help reduce or mitigate the amount of particulate matter (PM) entrained in the ambient air as a result of anthropogenic (non-natural) fugitive dust sources.

Background information, including the description of current operations, sources of fugitive dust emissions, and dust mitigation and control measures are presented in the following sections. The scope of this plan includes groundskeeping practices, construction practices, street sweeping operations, vehicles and paved/un-paved roads, asphalt and rock crushing operations, quarry and landfill operations, and coal operations (coal, storage pile, ash, etc.).

This FDEP includes three sections and three appendixes, as follows:

• Section 1 provides background information including EAFB location information, regulatory information, etc.

• Section 2 contains a description of installation operations and sources of fugitive dust emissions on EAFB.

• Section 3 summarizes control and mitigation measures to be used by EAFB.

• Appendix A contains a Map of EAFB.

• Appendix B contains a FDEP Checklist.

• Appendix C contains the EAFB Street Sweeper Operations and Maintenance (O&M) Manuals.

1.1 LOCATION

EAFB is located in the Fairbanks North Star Borough of Central Alaska, approximately 24 miles southeast of Fairbanks and 10 miles southeast of the City of North Pole along the Richardson Highway (Appendix A). The installation covers approximately 19,790 acres of which approximately 3,650 acres are fully or partially developed. EAFB is located in a relatively undeveloped area. The installation is bounded on the east by military training lands operated by Fort Wainwright, a United States Army Installation. The Community of Salcha is located south of EAFB and the Community of Moose Creek is located to the north. EAFB is bounded on the west by the Richardson Highway and Tanana River.

Residential and occupational populations are concentrated in the developed portion of the base.

The area is active with ongoing Air Force installation operations (including aircraft O&M, runway and associated facilities, munitions storage, power production, drinking water and wastewater treatment facilities, and administrative offices), residential housing, schools, medical clinics, and recreational activities.

1.2 BACKGROUND

On 9 April 2001, a Consent Agreement and Final Order (CAFO) was issued to EAFB by the U.S.

Environmental Protection Agency (EPA) under the authority of Section 113(d) of the Clean Air Act, 42 U.S.C. § 7413(d). As specified in the CAFO, EAFB was required to perform Supplemental Environmental Projects (SEPs), as follows:

• Installation FDEP—Conduct a study of fugitive emissions on EAFB and prepare an FDEP designed to control fugitive emissions on the installation.

• Upgrade Street Sweepers—Replace the current most mechanically inefficient street sweeper with a new one; retrofit the existing four remaining street sweepers with new equipment that will bring the Air Force into compliance with the most stringent existing United States’ standards for street sweepers; and train appropriate personnel to operate the new street sweeping equipment.

These activities were completed by EAFB (and their contractors) and the SEPs/CAFO were eventually closed. This resulted in development of the original version of this FDEP in August 2001 and subsequent field studies and visual inspections of fugitive dust emission sources by applicable shops at EAFB. Following the initial creation of the FDEP, similar fugitive dust emissions inspections are performed on a regular basis for all applicable shops that generate fugitive dust emissions from their operation and industrial generating activities as described in Section 2 of this Plan. Fugitive dust emissions control and mitigation measures are presented in Section 3 and Appendix B contains an example checklist that is recommended for use for inspecting and documenting fugitive dust control measures for various types of fugitive dust emissions sources.

The FDEP was initially prepared in August 2001 to comply with the requirements of the CAFO, Section IV, Item 4.1, for the completion of the SEPs. Although the CAFO did not contain specific requirements to develop a FDEP, EAFB agreed to developing a plan to control fugitive dust emissions at the time, as this was expected to justify funding for subsequent projects to help reduce fugitive emissions. This current plan (November 2021) has been updated to reflect current processes and operations related to fugitive dust emissions sources at EAFB.

1.3 REGULATORY INFORMATION

Alaska Department of Environmental Conservation (ADEC) Air Quality Control Regulations are provided under Title 18 Alaska Administrative Code (AAC) Chapter 50. Fugitive dust control requirements are stated under 18 AAC 50.045(d) and require an industrial activity or construction project to take reasonable precautions to prevent particulate matter from being emitted into the ambient air. This is incorporated into the EAFB Air Quality Title V Operating Permit No.

AQ0264TVP02 (Revision 4 and current Revision 5) primarily under Condition 116, Reasonable

Precautions to Prevent Fugitive Dust, for sources such as aggregate piles, conveyors and elevators, loading locations, crushers, screens, vehicle traffic, and other sources of fugitive dust. Title V Permit Condition 118 requires monitoring, recordkeeping, and reporting of emissions (including fugitive dust emissions) and complaints if emissions present a potential threat to human health and safety.

This FDEP is intended to support EAFB compliance by providing strategies to meet the fugitive dust control requirements of 18 AAC 50.045(d), Standard Permit Condition X, and Title V Permit Condition 116. Additional regulatory information from the Title V Permit and associated permitted emission units (EUs) (identification number provided in Table A, EAFB Title V Permit) is provided b. Section 2 provides more information on the various potential sources of fugitive dust emissions and Section 3 (and Appendix B) provides general and source-specific control and mitigation measures.

The EAFB Central Heat and Power Plant (CH&PP), Building 6203, operates several fugitive dust emissions generating activities including coal processing (receiving, conveyor, crusher, elevator, tripper, etc.), coal storage (pile), and coal ash handling, storage and transportation, which are potentially subject to Title V Permit Condition 116.

• Title V Permit EU 1-4, 5A, and 6A for the coal-fired boilers, EU 110 for the regulated coal processing system, and EU 111 for the coal tripper/bin vent system are not specifically included in this FDEP as they are considered significant permitted EUs and point-sources, not fugitive dust emission sources. EUs 110 and 111 are regulated under 40 Code of Federal Regulations (CFR) 60 Subpart Y, Standards of Performance for Coal Preparation and Processing Plants, and associated Title V Permit Conditions 78 and 80-83. Coal processing operations (EU 110) are performed inside of Building 6203 while the building doors are closed. Emissions are monitored annually using EPA Method 9 Visual Emissions Evaluation (VEE) of the closed building during operations (Condition 81). The coal tripper system and the coal bunker room exhausts (via bin vent filters) to an external exhaust vent, which also receives an annual Method 9 VEE, as well as particulate matter source testing every 2 years (as required by 40 CFR 60 Subpart Y).

The CH&PP’s open coal storage pile is considered a potential source of fugitive dust emissions, subject to Title V Permit Condition 116, and is included in this FDEP. The CH&PP’s open storage coal pile was installed prior to the applicability date of 27 May 2009; and therefore, is not currently subject to Title V Permit Condition 79 and the 40 CFR 60 Subpart Y requirement to prepare and operate under a Fugitive Coal Dust Emissions Control Plan (40 CFR 60.254(c)).

• If the open coal storage pile were to be modified or reconstructed such that this provision of 40 CFR 60 Subpart Y became applicable, then Title V Permit Condition 79 would also become applicable; thus, requiring EAFB to prepare and operate in accordance with a Fugitive Coal Dust Emissions Control Plan that meets the requirements specified in 40

CFR 60.254(c)(1)-(6). The coal dust-specific plan would be required to be submitted to the ADEC prior to modification/reconstruction under Title V Permit Condition 83.3. (This FDEP is not intended to serve as the coal dust-specific plan.)

The CH&PPs coal ash handling, loading, and transportation activities are potential sources of fugitive dust emissions, subject to Title V Permit Condition 116, and included in this FDEP.

Asphalt plant rock crushing operations at EAFB are currently permitted as EUs 86-103 under the Title V Permit, are subject to Title V Permit Condition 116 (Reasonable Precautions to Prevent

Fugitive Dust), and specific precautions for these operations are describe in Conditions 116.1.a-h and 116.2. Additional requirements for these units and operations include Title V Permit Conditions 7-9 (opacity/visible emissions), Condition 10.5 (PM), Conditions 31–33 (location, signage, and maintenance), and Conditions 50–53 and 73–77 (PM/opacity) under 40 CFR 60 Subparts A and OOO.

Other potential fugitive emissions sources at EAFB that are not specifically included in the current Title V Permit but are included in this FDEP include landfills, gravel/quarry operations, street sweepers, roads/vehicle traffic, and construction/demolition activities.

1.4 CLIMATE

The interior of Alaska has a sub-arctic climate. The climatic conditions are characterized by low annual precipitation and large differences between summer and winter temperatures. The average annual precipitation at EAFB is 11.65 inches (in.), and approximately 60 percent of the annual precipitation occurs during the warmer months of June through September. The average annual snowfall is 69 in. The average growing season lasts about 89 days. Table 1 shows the average monthly temperatures, precipitations, humidity, and wind data as reported by the National Oceanic and Atmospheric Administration (NOAA).

Table 1. Mean Climatic Conditions, EAFB, Alaska

Month

Temperature (°F) Precipitation

Relative

Humidity Wind

Mean Daily

Minimum

Mean Daily

Temperature

Mean Daily

Maximum

Mean

Precipitation

(in.)

Mean

Snowfall

(in.)

Mean

Mean

Speed

(kph)

Prevailing

Direction

January -16 -8 1 0.4 8.8 83 4 North February -11 -1 10 0.3 7.2 80 4 North March -1 13 26 0.3 6.4 68 7 North April 22 33 44 0.3 3.2 55 9 North

May 38 49 60 0.7 1.2 47 10 North Northeast

June 49 60 70 1.9 0.0 53 10 North Northeast

July 52 62 72 2.4 0.0 61 9 North Northeast

August 47 56 65 2.4 0.0 68 8 North

September 35 45 54 1.4 2.0 70 8 North Northeast

Table 1. Mean Climatic Conditions, EAFB, Alaska

Month

Temperature (°F) Precipitation

Relative

Humidity Wind

Mean Daily

Minimum

Mean Daily

Temperature

Mean Daily

Maximum

Mean

Precipitation

(in.)

Mean

Snowfall

(in.)

Mean

Mean

Speed

(kph)

Prevailing

Direction

October 17 24 31 0.8 12.0 81 6 North November -5 3 10 0.5 13.9 84 4 North December -12 -4 4 0.5 14.3 83 4 North Notes:

°F = Degrees Fahrenheit % = Percent kph = Kilometer(s) per hour Source: Eielson AFB Air Weather Service https://www.milbases.com/alaska/eielson-air-force-base/weather via NOAA.gov.

https://www.milbases.com/alaska/eielson-air-force-base/weather

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DESCRIPTION OF INSTALLATION OPERATIONS AND SOURCES OF

FUGITIVE DUST EMISSIONS

This section describes the current activities and operations at EAFB that are potential sources of fugitive dust emissions. The major sources of fugitive dust emissions are as follows:

• Demolition, earthmoving, and general construction

• Landfill operations

• Ash disposal operations

• Gravel quarry operations

• Open storage piles

• Rock crushing activities

• Vehicular traffic on unpaved roads and unpaved parking areas

• Improper operation of street sweepers.

Information detailing these sources and current operations is provided below.

2.1 DEMOLITION, EARTHMOVING, AND CONSTRUCTION

EAFB has ongoing and planned construction activities for various facilities and buildings as part of the ongoing Air Force mission, such as the F-35 bed-down. This includes renovation and/or demolition of existing buildings, construction of new buildings, transportation and/or stockpiling of materials/soil, and associated dirt/paved roads and vehicle access. A checklist describing various fugitive dust control measures for demolition, earthmoving, and general construction projects is included in Appendix B.

During demolition, earthmoving, and construction projects, sources of fugitive dust emissions may include:

• Earth moving activities during the demolition and clearing of existing structures and site preparation activities

• Vehicle traffic on unpaved construction access roads in and out of the site

• Track-out of soil onto paved roads with subsequent re-entrainment from passing vehicles

• Excavation of soils and transfer to temporary storage piles

• Stockpiling of excavated soil prior to disposal

• Transfer of soils to haul trucks

• Hauling of soil removed during construction off site for disposal

• Hauling of new soil (i.e., gravel) and foundation materials to site from borrow areas around the base.

2.2 LANDFILL OPERATIONS

Currently, there are two active non-coal-ash landfills at EAFB. One of these landfills is used for disposal of clean fill and inert construction and demolition materials, and the other landfill is used for disposal of asbestos and inert waste material. There is also a coal-ash landfill at Quarry Hill. A checklist describing various fugitive dust control measures for material transfers to/from trucks, hauling, vehicular track-out, covering waste, etc., is included in Appendix B.

2.2.1 Asbestos Landfill

The asbestos landfill operates under ADEC Solid Waste Permit No. SWZA019-22. The landfill is located at a remote area from the EAFB community and has an earthen berm on all sides of the site and a gate on the southwest side to control access. The entrance gate to the landfill normally is locked and the Insulation Shop regulates access to the site. Only asbestos, remediated soils, waste concrete, and associated reinforcing material are disposed at this facility. An inspection is performed monthly by the Insulation Shop to regulate access and to ensure proper O&M of the site. The most recent version of the EAFB Asbestos Management and Operations Plan includes information about asbestos disposal procedures and responsibilities at the asbestos landfill.

2.2.2 Clean Fill and Construction and Demolition Materials Landfill

The Spruce Lake concrete disposal site is a landfill utilized for disposal of clean fill and inert construction and demolition materials, including soil, gravel, rock and concrete on EAFB.

Landfills require operation under ADEC solid waste and wetlands permits. Revegetation will occur following placement of the final cover.

During landfill operations, sources of fugitive dust emissions include:

• Vehicle traffic on unpaved access roads in and out of the sites

• Truck hauling of waste or inert fill material to the sites

• Stockpiling of waste or inert fill material prior to disposal

• Earth moving activities to prepare areas for fill

• Downing and spreading of fill materials

• Covering of fill with soils or other materials

• Track-out of soil onto paved roads with subsequent re-entrainment from passing vehicles.

2.2.3 Quarry Hill Landfill

The Quarry Hill Landfill is utilized for disposal of coal ash generated from the CH&PP’s coal-fired boilers. Additional information is provided in subsequent sections.

2.3 ASH DISPOSAL PROCEDURES

2.3.1 Current Ash Disposal Procedures

A by-product of the coal combusted by the main coal-fired boilers at the CH&PP is ash. The ash is generated at the CH&PP and transported from the CH&PP to the Quarry Hill Landfill for onsite disposal. A checklist describing various fugitive dust control measures for material transfers to/from trucks, hauling, vehicular track-out, etc., is included in Appendix B.

The ash is routed from the boilers to a silo in the plant where it is then loaded onto trucks for transport to the Quarry Hill Landfill. The ash is removed from the plant year-round. Covered trucks are currently used to transport the ash to minimize fugitive dust. On a given day, one truck is operated and will typically make four to five trips transporting the ash. The maximum trips per day are eight to nine, l 0-hour workdays with a maximum disposal capacity of one trip per hour. Hauling is performed four to five days per week. The transport trucks travel approximately 15 miles per hour.

The ash disposal area is located within the Quarry Hill munitions area. There are four cells with a remaining expected life of approximately 35.4 years. The current cell used is Cell 4. This cell began use in 2001 and has an estimated remaining life of 2 more years. These sites total approximately 655,100 cubic yards (CY) of ash, 48,900 CY of required cut material, and 41,000 CY of required soil cover. Three additional cells are set to be developed and will have a total volume of 1,135,000 CY with an area of 31.81 acres. The ash disposal fill areas used for roads is capped with gravel. In addition, within the new disposal site, there will be two new parking areas constructed out of ash and gravel.

During the process of ash disposal, sources of fugitive dust emissions may include:

• Loading of ash from the silo shoot into covered trucks, performed in a building at CH&PP (with the roll-up doors closed)

• Hauling of ash to the designated areas

• Dumping and spreading of ash at the final location(s).

2.4 GRAVEL QUARRY OPERATIONS

There are two active gravel borrow pits on EAFB, Bear Lake and Mullins Pit. The lake at Mullins Pits is expanded annually from gravel extraction. In 1996, Bear Lake and Mullins Pits were designated as Wildlife Management Areas and management policies were developed for each area.

Off-road vehicle use is prohibited when snow cover is absent to prevent damage to the ground cover and to minimize fugitive dust. In addition, the Bear Lake area has a fence and a gate to prohibit off-road vehicle use. A checklist describing various fugitive dust control measures for material transfers to/from trucks, hauling, vehicular track-out, etc., is included in Appendix B.

During gravel quarry operations, sources of fugitive dust emissions may include:

• Earth moving activities during dredging

• Vehicle traffic on unpaved access roads

• Stockpiling of gravel

• Sifting of gravel

• Transfer of gravel to haul trucks

• Hauling of gravel to on-base final destinations.

2.5 OPEN STROAGE PILES

There are three general types of open storage piles at AFB: asphalt, coal, and gravel.

2.5.1 Asphalt Storage Piles

The asphalt storage area contains one chunked asphalt storage pile and one crushed asphalt storage pile. The chunked pile has a total surface area of approximately 166,400 square feet (ft2) and an average height of 20 feet (ft). The crushed pile has a total surface area of approximately 37,100 ft2 and an average height of 15 ft. The asphalt is stored until used by the installation for resurfacing roadways.

2.5.2 Coal Storage Piles

The CH&PP has several coal storage piles totaling approximately 66,000 tons, which are used for storing coal as an emergency supply reserve. Visible dust from the coal storage piles have not been observed by plant personnel and minimal dust emissions occur during stockpile operations (e.g., periodic compacting of the stockpiles to reduce pockets and void spaces using a mobile roller/compactor unit). When stockpiling the coal, the storage pile is compacted every 18 in.

2.5.3 Miscellaneous Gravel Storage Piles

In addition to the major gravel storage piles located within Bear Lake and Mullins Pit, there are various gravel storage piles located throughout the base consisting of different soils including sands, gravels, and cobbles. After being processed, gravel is temporarily stored in these piles until it is used.

At the open storage piles and associated activities, sources of fugitive dust emissions may include:

• Stockpiling of material

• Compaction of material

• Sifting of material

• Crushing of material

• Transfer of material to haul trucks

• Hauling of material to on-base final destinations.

2.5.4 Asphalt/Rock Crushing

As noted under Section 1.3, EAFB is permitted to operate two asphalt rock crushers (and their associated transfer points, conveyors, screens, etc.) under the current Title V Permit. These units have not been operated for over 2 years (i.e., last operation was during the January–July 2019 period) and have been taken out of commission. There are currently no rock or asphalt crushing operations occurring at EAFB; however, since these activities have occurred in the past and may yet occur in the future, they are still included in this FDEP. Asphalt and rock crushing activities generate fugitive dust from both the crushing operations and transport of crushed materials. As noted in Section 1.3, the rock crusher units are subject to opacity monitoring requirements in the Title V Permit (Conditions 7-9), which include conducting the observations within 24 hours following startup after a shutdown period of more than 5 days (Condition 7.1.b(iv)), within 2 days after startup at each new location (Condition 7.1.b(ii)), and at least once in every 30-day period of operation at the same location (Condition 7.1.b(iii).

Sources of fugitive dust emissions from asphalt/rock crushing and associated activities, may include:

• Stockpiling of material

• Compaction of material

• Sifting of material

• Crushing of material

• Transfer of material between crushing/sifting points and/or transfer to/from haul trucks

• Hauling of material to on-base final destinations.

2.6 VEHICULAR TRAFFIC ON UNPAVED ROADS AND PARKING AREA

There are over one million square yards of heavily trafficked unpaved roads at AFB that may contribute to fugitive dust emissions. These roads are used throughout the year. These roads include areas around Birch Lake, Blair Lakes, Donnelly Training Area, and the Chena River Research Site adding up to over 1,106,000 square yards (SY) of unpaved roads.

There are various unpaved parking areas throughout the AFB that are designated as potential contributors to fugitive dust emissions. These parking areas total to over 95,000 SY of unpaved parking area.

2.7 STREET SWEEPER OPERATIONS

EAFB owns four TYMCO Regenerative Air Systems, Model 600® Sweepers and one A7 Schwarze Street Sweeper. All sweepers have been upgraded with new dust control equipment.

O&M Manuals for both types are provided in Appendix C.

The TYMCO Model 600® sweeper has a water system that controls dust around the sweeper during operation . Daily street sweeping is conducted from approximately May through August on all paved roads.

During street sweeping operations, sources of fugitive dust emissions include:

• Improper operation of street sweepers (i.e., not utilizing the water system)

• Inadequate equipment maintenance resulting in inefficient sweeping operation.

CONTROL AND MITIGATION MEASURES

To reduce the amount of particulate matter entrained in the ambient air as a result of the various activities, one or more reasonably available control measures will be used to minimize dust emissions from each fugitive dust source. As a guide to mitigation, measures identified by the South Coast Air Quality Management District (SCAQMD) in California will be implemented, as applicable. Because of the diversity of fugitive dust sources in this region of the United States, and the severe air quality problems experienced, the SCAQMD has pioneered a variety of control measures and techniques that will be applicable to the AFB facility. These measures are identified in this section.

3.1 General Control Measures

Control techniques for fugitive dust sources generally involve watering, chemical stabilization, administrative controls such as reduction in vehicle speeds, reduction of surface wind speed with windbreaks or source enclosures, or paving roads. Watering is the most common and least expensive method but provides only temporary dust control. The use of chemicals to treat exposed surfaces provides longer dust suppression, but may be costly, and may have adverse effects on plant and animal life or contaminate the treated material. Windbreaks and source enclosures are often impractical because of the size of fugitive dust sources. Although paving roads is costly, it provides a permanent solution to fugitive dust.

The general fugitive dust control measures that have been or may be implemented at EAFB include:

1. Water or suitable chemical application as needed on all unpaved parking or staging areas and unpaved road surfaces to minimize fugitive dust.

2. Limiting traffic speeds on all unpaved road surfaces to minimum practical levels. Note that EAFB paved roads generally have a posted speed limit of 25 or 35 miles per hour (mph), and unpaved roads may have lower speed limits such as 25 mph or less.

3. Where feasible, covering all haul truckloads. The method will depend on the individual trucks used and the cargo material hauled.

4. Where feasible, use bed liners in bottom dumping haul vehicles.

5. Application of water to inactive construction areas when there is evidence of wind driven fugitive dust emissions. The inactive areas where water has been applied will be observed to determine the effectiveness of the "crusting over". This will include any observations of vehicle traffic that may have disturbed the surface. Where the crust has been broken those areas will be retreated with water to re-establish the crust.

6. Watering or covering exposed stockpiles as needed to minimize fugitive dust emissions.

7. Perform stockpiling of various sources of fugitive dust during low-wind conditions.

8. Installation and use of hoods, fans, dust collectors, and/or other enclosures when appropriate (i.e., asphalt/rock crushing).

9. Installation of gratings at the exits of stationary sources to prevent tracking of dirt or mud onto roadways.

10. Proper O&M of street sweepers to manufacturers specifications and recommendations.

Appendix C contains the O&M Manuals for the EAFB street sweepers.

11. Adequate training in accordance with manufacturers operation and maintenance manual and proper documentation of training for street sweeper operators.

12. Where practical, perform load-in/load-out procedures at open storage piles on the downwind side of stockpile.

13. If it is necessary to load ash into haul trucks with the roll-up doors open, utilize an available control measure. Currently, the ash is loaded into covered trucks with the roll-up doors closed.

14. Minimizing drop distances when depositing materials from trucks or conveyor systems.

15. Clean up loose material on work surfaces.

16. Utilize the FDEP Checklist provided in Appendix B.

3.2 Source-Specific Control Measures

Reasonably available control measures for the eight identified activities/sources of fugitive dust are provided in Tables 2 through 9.

Table 2. Reasonably Available Control Measures f or Demolition, Earthmoving, and

Construction Projects

Fugitive Dust Source Control Measure Description

Demolition, land clearing, earthmoving, excavation, and stockpiling

Watering Application of water by means of truck or hose prior to conduction any land clearing. At inactive earthmoving areas, water should be applied at sufficient frequency and quantity to prevent visible dust emissions (20% opacity limit).

Pre-grading planning Grade each phase separately or grade entire project but apply chemical stabilizers or ground cover to graded areas where construction phase begins more than 60 days after grading phase ends.

Table 2. Reasonably Available Control Measures f or Demolition, Earthmoving, and

Construction Projects

Fugitive Dust Source Control Measure Description

Chemical stabilizers Only effective in areas that are not subject to daily disturbances.

Demolition, land clearing, earthmoving, excavation, and stockpiling

Wind fencing Provide 3- to 5-ft barriers with 50% or less porosity located adjacent to roadways to reduce the amount of windblown material leaving a site.

Optimal timing Perform stockpiling during low-wind conditions.

High wind measures (>25mph)

Cease all active operation; or apply water within 15 minutes to any soil surface that is being moved or otherwise disturbed.

Cleaning Perform street cleaning if subject to material accumulation.

Chemical stabilization Only effective in areas that are not used for high volume or heavy equipment traffic use.

Watering In sufficient quantities to keep surface moist.

Reduce speed limit A 10-mile per hour maximum (or other posted limit) during construction.

Trip reduction Restrict access or redirect traffic to reduce vehicle trips.

Gravel Maintain gravel depth of 4 in. Perform in areas where paving, chemical stabilization or frequent watering is not feasible.

High wind measures (>25mph)

Apply a chemical stabilizer prior to wind events;

or apply water once each hour; or stop all vehicular traffic.

Transfer of soil to haul trucks and hauling

Cover haul vehicles Entire surface area of hauled earth should be covered once vehicle is full.

Maintaining load free board If the haul truck is not fully covered, maintain at least 6 in. of free board.

Bedliners in haul vehicles When feasible, use in bottom-dumping haul vehicles.

High wind measures (>25mph)

Perform operations at downwind side of area or away from high use areas.

Table 3. Reasonably Available Control Measures for Landfill Operations

Fugitive Dust Source Control Measure Description Stockpiling Watering At inactive areas, water should be applied at sufficient frequency and quantity to prevent visible dust emissions (20% opacity limit).

Chemical stabilizers Only effective in areas that are not subject to daily disturbances.

Optimal timing Perform stockpiling during low-wind conditions.

High wind measures (>25mph)

Cease all active operation; or apply water within 15 minutes to any surface that is being moved or otherwise disturbed.

Unpaved access roads Cleaning Requires street cleaning if subject to material accumulation.

Chemical stabilization Only effective in areas that are not used for high volume or heavy equipment traffic use.

Table 3. Reasonably Available Control Measures for Landfill Operations

Fugitive Dust Source Control Measure Description Watering In sufficient quantities to keep surface moist (20% opacity limit).

Unpaved access roads Reduce speed limit A 15-mile per hour maximum (or other posted limit).

Trip reduction Access restriction by the Insulation Shop.

Gravel Maintain gravel to a depth of 4 in. where paving, chemical stabilization, or frequent watering is not feasible.

High wind measures (>25mph)

Apply a chemical stabilizer prior to wind events; or apply water once each hour; or stop all vehicular traffic.

Hauling and deposition of waste or inert fill material

Cover haul vehicles Entire surface area of hauled material should be covered. When feasible, use in bottom-dumping haul vehicles.

Bedliners in haul vehicles When feasible, use in bottom-dumping haul vehicles.

Maintaining load free board If the haul truck is not fully covered, maintain at least 6 in. of free board.

High wind measures (>25mph)

Table 4. Reasonably Available Control Measures for Ash Disposal Operations

Loading of ash into haul trucks

Enclosed area If feasible, perform operation in the building with doors closed. If not feasible, use an available control measure at all exposed access points to reduce fugitive dust migration out of the building.

Vehicular track-out, hauling and deposition of ash

Vehicle surface wash-down Prior to each truck-out, perform adequate ash wash-down of the haul truck.

Cover haul vehicles Entire surface area of hauled ash should be covered.

Maintaining load free board If the haul truck is not fully covered, maintain at least 6 in. of free board.

Bedliners in haul vehicles When feasible, use in bottom-dumping haul vehicles.

High wind measures (>25mph)

Perform deposition operations at downwind side of area or away from high use areas.

Table 5. Reasonably Available Control Measures for Gravel Quarry Operations

Earthmoving, excavation, stockpiling, and sifting

Watering Application of water by means of truck or hose prior to conduction any earthmoving. At inactive earthmoving areas, water should be applied at sufficient frequency and quantity to prevent visible dust emissions.

Chemical stabilizers Only effective in areas that are not subject to daily disturbances.

Optimal timing Perform stockpiling during low-wind conditions.

Table 5. Reasonably Available Control Measures for Gravel Quarry Operations Fugitive Dust Source Control Measure Description

High wind measures (>25mph)

Cease all active operation; or apply water within 15 minutes to any soil surface that is being moved or otherwise disturbed.

Unpaved access roads Cleaning Requires street cleaning if subject to material accumulation.

Chemical stabilization Only effective in areas that are not used for high volume or heavy equipment traffic use.

Watering In sufficient quantities to keep surface moist (20% opacity limit).

Reduce speed limit A 15-mile per hour maximum (or other posted limit).

Trip reduction Restrict access.

Gravel Maintain gravel to a depth of 4 in. in areas where paving, chemical stabilization, or frequent watering is not feasible.

High wind measures (>25mph)

Apply a chemical stabilizer prior to wind events;

or apply water once each hour; or stop all vehicular traffic.

Transfer of gravel to haul trucks and hauling

Cover haul vehicles Entire surface area of hauled gravel should be covered, if possible.

Maintaining load free board If the haul truck is not fully covered, maintain at least 6 in. of free board.

Bedliners in haul vehicles When feasible, use in bottom-dumping haul vehicles.

High wind measures (>25mph)

Table 6. Reasonably Available Control Measures For Open Storage Piles

Stockpiling, compaction, sifting, and crushing

Watering At inactive storage areas, water should be applied at sufficient frequency and quantity to prevent visible dust emissions.

Coverings Tarps, plastic, or other material can be used as a temporary covering. When used, these should be anchored to prevent wind from removing coverings. Use hoods and/or fans when applicable.

Chemical stabilizers Only effective in areas that are not subject to daily disturbances.

Altering load-in/load-out procedures

Confine load-in/load-out procedures to leeward (downwind) side of the material. Minimizing drop distances for loads.

Optimal timing Perform activities during low-wind conditions.

High wind measures (>25mph)

Apply chemical stabilizers prior to wind events; or apply water once per hour; or install temporary covers. Stopping activity in times of high wind in the direction of occupied structures.

Unpaved access roads Cleaning Requires street cleaning if subject to material accumulation.

Table 6. Reasonably Available Control Measures For Open Storage Piles

Fugitive Dust Source Control Measure Description Chemical stabilization Only effective in areas that are not used for high volume or heavy equipment traffic use.

Watering In sufficient quantities to keep surface moist.

Unpaved access roads Reduce speed limit A 15-mile per hour maximum (or other posted limit).

Reduce vehicular trips Access restriction or redirecting traffic to reduce vehicle trips.

Gravel Gravel maintained to a depth of 4 in. can be an effective measure. Only effective in areas where paving, chemical stabilization or frequent watering is not feasible.

High wind measures (>25mph)

Apply a chemical stabilizer prior to wind events;

or apply water once each hour; or stop all vehicular traffic.

Transfer of material to haul trucks and hauling

Cover haul vehicles Entire surface area of hauled material should be covered.

Bedliners in haul vehicles

When feasible, use in bottom-dumping haul vehicles.

Maintaining load free board

If the haul truck is not fully covered, maintain at least 6 in. of free board.

High wind measures (>25mph)

Table 7. Reasonably Available Control Measures for Asphalt/Rock

Crushing Operations Fugitive Dust Source Control Measure Description Crushing, compacting, stockpiling

Watering At inactive storage areas, water should be applied at sufficient frequency and quantity to prevent visible dust emissions.

Coverings Tarps, plastic, or other material can be used as a temporary covering. When used, these should be anchored to prevent wind from removing coverings. Use hoods and/or fans when applicable.

Chemical stabilizers Only effective in areas that are not subject to daily disturbances.

Operations Clean up loose materials, install and use hoods, and utilize fans and dust collectors to enclose and vent dust materials.

Optimal timing Perform activities during low-wind conditions.

High wind measures (>25mph)

Apply chemical stabilizers prior to wind events; or apply water once per hour; or install temporary covers. Stopping activity in times of high wind in the direction of occupied structures.

Transfer of material to haul trucks and hauling

Cover haul vehicles Entire surface area of hauled material should be covered.

Bedliners in haul vehicles

When feasible, use in bottom-dumping haul vehicles.

Table 7. Reasonably Available Control Measures for Asphalt/Rock

Crushing Operations Fugitive Dust Source Control Measure Description

Maintaining load free board

If the haul truck is not fully covered, maintain at least 6 in. of free board.

High wind measures (>25mph)

Perform operations at downwind side of area or away from high use areas.

Transfer of material to haul trucks and hauling

Roadway grating Add gratings at the exit of the stationary source to prevent tracking of dirt or mud onto public roads.

Altering load-in/load-out procedures

Minimize drop distances on conveyor systems and lower loader buckets to be in contact with the surface of the soil or ground before dumping.

Confine load-in/load-out procedures to leeward

(downwind) side of the material.

Table 8. Reasonably Available Control Measures for Vehicle Traffic on Unpaved

Roads And Parking Areas Fugitive Dust Source Control Measure Description Unpaved access roads Cleaning Requires street cleaning if subject to material accumulation.

Chemical stabilization Only effective in areas that are not used for high volume or heavy-equipment traffic use.

Watering In sufficient quantities to keep surface moist.

Reduce speed limit A 15-mile per hour maximum (or other posted limit).

Gravel Maintain gravel to a depth of 4 in. in areas where paving, chemical stabilization, or frequent watering is not feasible.

High wind measures (>25mph)

Apply a chemical stabilizer prior to wind events;

or apply water once each hour; or stop all vehicular traffic.

Table 9. Reasonably Available Control Measures for Street Sweeper Operations

Sweeping of roads Proper operation Proper operation of street sweepers to manufacturer’s specification.

Training Provide adequate training in accordance with manufacturer’s O&M manual and proper documentation of training for street sweeper operators.

Proper equipment Use certified street sweepers that meet the most stringent existing United States’ standards for street sweepers.

Record keeping Maintain O&M records demonstrating that sweeper equipment is following manufacturers operating specifications (Appendix C).

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Appendix A

Eielson AFB Map

SEWEGE

MIXING

POND

BEAR LAKE

EFFLUENT POND

GRAYLING LAKE

SHOE LAKE

RAINBOW LAKEPIKE LAKE

SEWEGE

MIXING

POND

MANCHU

PONDS

TAR KETTLE

LAKE

Storm Water Collection

Ponds

HIDDEN LAKE

SEWEGE

MIXING

POND

Chlorine Contact

Chamber

MOOSE LAKE

MULLINS PIT

Storm Water Collection

Ponds

GARRISON

SLOUGH POND

SPRUCE LAKE

POLARIS LAKE

SCOUT

LAKE

SEWEGE

MIXING

POND

WATER

TREATMENT POND

COOLING PONDS

RICHARDSON HIGHWAY RICHARDSON HIGHWAY RICHARDSON HIGHWAY RICHARDSON HIGHWAY RICHARDSON HIGHWAY RICHARDSON HIGHWAY RICHARDSON HIGHWAY RICHARDSON HIGHWAY RICHARDSON HIGHWAY RICHARDSON HIGHWAY RICHARDSON HIGHWAY

RICHARDSON HIGHWAY

RICHARDSON HIGHWAY

RICHARDSON HIGHWAY RICHARDSON HIGHWAY RICHARDSON HIGHWAY RICHARDSON HIGHWAY RICHARDSON HIGHWAY RICHARDSON HIGHWAY RICHARDSON HIGHWAY RICHARDSON HIGHWAY RICHARDSON HIGHWAY RICHARDSON HIGHWAY RICHARDSON HIGHWAY

OLD RICHARDSON HIGHWAY

AMMO RD

CARGAIN RD

WABASH AVE WABASH AVE

NO

RT

H

ST

MOOSE LAKE DR

NO

RT

H

ST

MISTY

FJORD CT

INDUSTRIAL DR INDUSTRIAL DR INDUSTRIAL DR INDUSTRIAL DR

CENTRAL AVE

POLAR WIND CT

TIMBERWOLF CT

TU

ND

RA

LN

Military Pipe line Rd

MULLINS PITS RD

MULLINS PITS RD

MULLINSPITS R D

MULLINS

PITS RD

MULLINS PITS RD

MULLINS PITS RD

MULLINS PITS RD

MULLINS PITS

RD

MU

LL

IN

S

PIT

S

RD

MULLINS PITS RD

KO

DI

AK

S T

KODIAK ST

QU

AR

RY

R D

QUARRY RD

MALAMUTE LN

GLACIER ST

PO

LA

RIS

ST

BR

OA

DW

AY

ST

BR

OA

DW

AY

ST

DI

VI

SI

ON

ST

DI

VI

SI

ON

ST

TENAKEE ST

KOYUK AVE

CENTRAL AVE

BR

OA

DW

AY

ST

BROADWAY

ST

MCKINLEY ST

PO

LA

RI

S

ST

DENALI LP

CENTRAL AVE CENTRAL AVE CENTRAL AVE

W

EST PER IMET ER

RD

KLONDIKELP

FLIGHTLINE ACCESS

WABASH AVE WABASH AVE

FLIGHTLINE AVE

FL

IG

HT

LIN

E A

VE

FLIGHTLINE AVE

FLIGHTLINE AVE

OLD RICHARDSON HIGHWAY

FR

EN

CH

CREEK DR

FRENCH CREEK

DR

AR

CT

IC

AVE ARCTIC AVE ARCTIC AVE

WABASH AVE WABASH AVE

DIRT BOYZ ST

CE

NT

RA

L A

VE

CENTRAL AVE

CARIBOULP

MUKLUK LP

MUKLUK LP

UNNAMED RD

FRENCH CREEK DR FRENCH CREEK DR FRENCH CREEK DR

ARCTIC AVE

KO

DI

AK

S

T

BROOKS RD

BALD EAGLE LN

MO

OS

E L

AK

E

DR

NO

RT

H

ST

LP CIR

COMAN AVE

KOBUK AVE

CH

IN

OO

K

ST

KOBUK AVE

CENTRAL AVE CENTRAL AVE CENTRAL AVE

CENTRAL AVE

CENTRAL AVE

WILDLIFE WAY

PO

WD

ER

S

T

MIDNIGHT SUN AV

E

BROADWAY ST

AT

LA

S

LP

COMAN AVE

ARCTIC AVE

ARCTIC AVE

ARCTIC AVE

ARCTIC AVE ARCTIC AVE ARCTIC AVE

WEST LP

MO

OS

EL

AK

EDR

ROCKET RD

FLIGHTLINE AVE

BU

RB

OT

D

R

LIG

HT

NI

NG

ST

UR

SA

LP

LP ACCESS RD

KIJIK LP

FLIGHTLINE AVE FLIGHTLINE AVE FLIGHTLINE AVE FLIGHTLINE AVE

FLIGHTLINE AVE

FRENCH CREEK DR

INDUSTRIAL DR

GR

I ZZ

LY

BE

AR

LP

MILITARY PIPELINE RD

RAVENS WAY

EAST LP

ARCTIC AVE

ARCTIC AVE

CARGAIN RD

CARGAIN RD

FLIGHTLINE AVE

FLIGHTLINE AVE

THUNDERBOLT RD

THUNDERBOLT RD

CARGAIN RD

CARGAIN RD

TRANSMITTER RD TRANSMITTER RD

RICHARDSON HIGHWAY RICHARDSON HIGHWAY RICHARDSON HIGHWAY RICHARDSON HIGHWAY

Alaska Pipeline

Alas ka

Pipe line

QUARRY RD

QUARRY RD

QUARRY RD

QUARRY RD

QU

AR

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RD

QU

AR

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RD

QU

AR

RY

RD

QU

AR

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RD

QU

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R

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AC

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ST

GLA

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LP

AC

CE

SS

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LP

AC

CE

SS

R D

LP

ACCES

S R D

CA

RG

AI

N

RD

CA

RG

AI

N

RD

CA

RG

AI

N

RD

CARGAIN RD

SO

UT

H

AC

CE

SS

SO

UT

H

AC

CE

SS

SO

UT

H

AC

CE

SS

SO

UT

H

AC

CE

SS

CEN

TR

AL A

VE

CENTRAL AVE

CENTRAL AVE CENTRAL AVE

GRAYLING LAKE RD

GR

AY

LIN

G

LA

KE

R D

GRAYLING LAKE RD GRAYLING LAKE RD GRAYLING LAKE RD GRAYLING LAKE RD GRAYLING LAKE RD GRAYLING LAKE RD

GR

AY

LIN

G

LA

KE

R D

Ma nc hu R

D Ma nc hu

R D

Ma nc hu R

D Ma nc hu

R D

Ma nc hu R

D

Milita ry Pipeline RD

Milita ry Pipeline RD

Milita ry Pipeline RD

Milita ry Pipeline RD

Military Pipeline RD

Military Pipeline RD

Military Pipeline RD

Military Pipeline RD

Military Pipeline RD Military Pipeline RD Military Pipeline RD Military Pipeline RD Military Pipeline RD Military Pipeline RD

Military Pipeline RD

Milita ry Pipe line RD

Military Pipeline RD

Military Pipeline RD

Alaska

Pipeline RD

Alaska Pipeline RD

Alaska Pipeline RD

Alaska Pipeline RD

Alaska Pipeline RD

Alaska Pipeline RD

Alaska Pipeline RD

Alaska Pipeline RD

Alaska

Pipeline RD

WEST PERIMETER RD WEST PERIMETER RD WEST PERIMETER RD WEST PERIMETER RD WEST PERIMETER RD WEST PERIMETER RD WEST PERIMETER RD WEST PERIMETER RD WEST PERIMETER RD WEST PERIMETER RD

WEST PERIMETER RD WEST PERIMETER RD WEST PERIMETER RD WEST PERIMETER RD WEST PERIMETER RD WEST PERIMETER RD

WEST PERIMETER RD

WEST PE

RIM

ET

ER

RD

WEST PERIMETER RD

OLD RICHARDSON HIGHWAY

KODIAK ST

KODIAK ST

KODIAK ST

KODIAK ST

LAST FRONTIER CIR

LAST FRONTIER CIR

BROADWAY ST

NO

RT

H

ST

C ENTRAL AVE

BR

O A

DW

AY

ST

BROADWAY ST

KOYUK AVEKOYUK AVE

OUTER

LP

ARCTIC AVE

CEN

TRAL AVE

PO

LA

RI

S

ST

FLIGHTLINE AVE

PO

LA

RI

S

ST

PO

LA

RI

S

ST

MOOSE LAKE DR

DIRT BOYZ ST

CA

RG

AI

N

RD

KO

DI

AK

S

T

CO

LD

FO

OT

ST

M IDNIGHT SUN AVE

QUARRY RD

CENTRAL AVE

MOOSE LAKE DR

NO

RT

H

ST

AURORA ST

DENALI LP

NORTH

ST

YU

KO

N W

AY

MOOSE LAKE DR

RAVENS WAYBO

RE

AL

IS

CI

R

TA

NK

ER

R

D

COMAN AVE

WEST PERIMETER RD

WABASH AVE

CARGAIN RD

FRE NC H

C REEK

DR

CENTRAL AVE

CH

EN

A

ST

FL

IG

HT

LIN

E A

VE

BRO A D W

AY

ST

FLIGHTLINE AVE

EIELSON PL

CENTRAL AVE

BR

OADWAY ST

BROADWAY ST

BROADWAY ST

ARCTIC AVE

BI

RC

H

ST

TANANA ST

SUNDOG CT

KENAI LN

QU

AR

RY

R

D

FR

EN

C H

CR

EE

K D

R

KO

DI

AK

S

T

KO

YUKAVE

K O Y UK

AV

E

KOYUKAVE

KO

Y U K A V E

KODIAK ST

KODIAK ST

KO

YUKAVE

K O Y U K

AV

E

U.S. Army Yukon Training Area

Fort Wainwright

Eielson Air Force

Base

Moose Creek

Alaska Pipeline

MANCHU LAKE TRAIL

M il itary Pipeline

Road

MANCHU ROAD

M il a ta ry

Pipe l in e R oa d

W E

S T

P E

R

IM

E T

E R

R O

A D

SKI LO

D

G E

ROAD

SOUTH ACCESS

T R

A N

S M

IT

T

E R

R O

A D

W

IL

D L

IF

E W

A Y

G R

A Y

L

IN

G L A

K E

R O

A D

MUNITIONS

R

O AD

A la sk a

P ip e l in e

MULLIN

S

PIT

S

R O

AD

IN

D

U S

T R

IA

L

D R

IV

E

C A R

G A

IN

R O

A D

EA

S T

L

O O

P

K

IJ

IK

L

O O

P

T H

U N

D E

R B

O L T

R O

A D

LO

OP CIRCLE

R

IC

H A

R D

S O

N H

IG

H

W A

Y

C O

M A

N A

V E

N U

E

LOOP ACCESS ROAD

W A

B A

S H

A V

E N

U E

QUARRY ROAD

GLACIE R STREET

CEN

T R A L

A

V E

N U

E

R

AV

E N

S W

A Y

A R

C T

IC

A

V E

N U

E

F

LIG

H T

L

IN

E A

V E

N U

E

ENG INEER HILL ROAD

A M

M O

R O

A D

QUARRY ROAD

RICHARD

SO

N H

IG

H

W A

Y

T R

A N

S M

IT

T

ER

ROAD

S

KI

LO

D

G E

R O

A D

R

IC

H A

R D

S O

N H

IG

H

W A

Y

T R

A N

S M

IT

T E

R R

O A

D

W E

S T

P E

R

IM

E T

E R

R O

A D

C E

N T

R A

L A V

E N

U E

R

IC

H A

R D

S O

N H

IG

H

W A

Y

QUARRY RO A D

T R

A N

S

M

IT

TE R ROAD

A R

CT

IC

A

VE

NU

E

A lask a Pipeline

G R

A Y

L

IN

G

LA

K E

R

O AD

E N

G

IN

EER HILL ROAD

M il ita ry

P ip e lin e R o a d

T R

A N

S M

I T T

E R

R O

A D

C A

R G

A

IN

R O

A D

MU

N

IT

IO

N

S R

O A

D

R

IC

H A

R D

S O

N H

IG

H

W A

Y

CARGAIN ROA

D

R

IC

H A

R D

S O

N H

IG

H

W A

Y QUARRY ROAD

M UNIT IONS

RO

A D

Magnetic Declination = 17.58° E +/- 0.50° changing by .25° W per year. June 2017

Source: www.ngdc.noaa.gov

Scale:1:4,800

Õ

Legend RailSegment

Fence

Boundary

StorageTank

Building

WaterBody

Road Area

Airfield Surface

0 500 1,000250 Feet

0 100 20050

Meters

T h i s m a p i s f o r r e f e r e n c e o n l y . A l t h o u g h e v e r y e f f o r t h a s b e e n m a d e t o e n s u r e t h e a c c u r a c y o f i n f o r m a t i o n , e r r o r s a n d c o n d i t i o n s o r i g i n a t i n g f r o m p h y s i c a l s o u r c e s u s e d t o d e v e l o p t h e d a t a b a s e m a y b e r e f l e c t e d o n t h i s m a p . G e o B a s e s h a l l n o t b e l i a b l e f o r a n y e r r o r s , o m i s s i o n s , o r d a m a g e s t h a t r e s u l t f r o m i n a p p r o p r i a t e u s e o f t h i s d o c u m e n t .

0.95 Miles

Installation Layout

DEPARTMENT OF THE AIR FORCE

PACIFIC AIR FORCES

COMPREHENSIVE PLAN

EIELSON A.F.B.

ALASKA

C-1AIR FORCE COMPREHENSIVE PLANS

AFI 32-7062 36X65

Printing Date: Friday, February 7, 2020 File:O:\CEOG_Geobase\02_TAB Maps\C TAB\

C-1 Installation Layout

Appendix B

Fugitive Dust Emissions Plan…

This is the start of the file's text. The full file is on GovTribe.

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