KIRTLAND AIR FORCE BASE ALBUQUERQUE, NEW MEXICO ...

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SECTION 1 1.3 Background Issues 1.3.1 Regulatory Requirements This Work Plan has been prepared in accordance with the Sampling and Analysis Plans/Work Plans outline provided to Kirtland AFB by the NMED (NMED, 1998). The groundwater monitoring wells will be installed in compliance with applicable regulations of the NMED and the New Mexico Office of the State Engineer (OSE). Changes from NMED and/or OSE monitoring well installation or construction guidelines will be stated in this Work Plan. 1.3.2 Other Issues On April 2, 2010, a letter was posted to Kirtland AFB transferring regulatory authority from the NMED Ground Water Quality Bureau to the NMED Hazardous Waste Bureau (HWB). A second letter also dated April 2, 2010, posted to Kirtland AFB from the NMED HWB, outlined requirements to provide work plans intended to address the vadose zone, groundwater, and interim measures to be employed at SWMU 106. 1.4 Data Quality Objectives Process Data quality objectives (DQOs) are qualitative and quantitative statements that specify the quality of data generated to support decision making. DQOs are scoping and planning tools applicable to every data generation effort, and developing DQOs is a necessary step for project-specific plans. For each data collection task, DQOs will be developed during project scoping and will include a description of the purpose of the task, the specific activities to be performed, the intermediate and end uses of the generated data, and the resultant data quality that is required. The DQO development process includes the following steps: • Statement of the problem • Identification of a decision that addresses the problem • Identification of inputs that affect the decision • Specification of the domain of the decision • Development of logic statement • Establishment of constraints on uncertainty • Optimization of design for obtaining data The DQO process is an iterative process that occurs at every stage throughout the project to ensure that the stakeholders obtain sufficient quantity and quality of data to provide the basis for decision making. The DQO development is consistent with U.S. Environmental Protection Agency (EPA) guidance (EPA, 2006) and the Uniform Federal Policy (UFP) Quality Assurance Project Plan (QAPP) (EPA, IDQTF, 2005) worksheets 10, 11, and 17. DQOs specific to the groundwater investigation are presented in Section 3. Kirtland AFB June 2010 Groundwater Investigation Work Plan BFF 1-2
SECTION 2 2.1 Site Description 2. BACKGROUND AND SETTING Kirtland AFB is located in Bernalillo County, in central New Mexico, southeast of and adjacent to the City of Albuquerque and the Albuquerque International Sunport (Figure 2-1). The approximate area of the base is 52,287 acres. 2. 2 Operational History The Kirtland AFB BFF is located in the western part of Kirtland AFB (Figure 2-1). Historical aerial photography has revealed that the area was utilized for fuel storage and processing as early as 1951(CH2M HILL, 2001). At that time, the fueling area was separated into a distinct tank holding area where bulk shipments of fuel were received (near the location of existing well KAFB-1066) and a separate fuel loading area where individual fuels trucks were filled. The truck loading area appears to have been approximately 250 feet (ft) north of the tank area. Subsequent aerial photographs indicate that construction of the facility and associated infrastructure took place from 1951 until 1953. Once completed, the facility operated until it was removed from service in 1999, as a result of below-grade line leakage along the offloading rack. Bulk storage for jet fuel 8 (JP-8), diesel fuel, and aviation gasoline was managed in the eastern portion of the facility. A 250-gallon underground storage tank was located near the Pump House (Building 1033; CH2M HILL, 2001). The three types of fuel handled by the BFF were aviation fuel (AvGas; high-octane gasoline), jet fuel 4 (JP-4) and JP-8. The use of AvGas and JP-4 at Kirtland AFB was phased out in 1975 and 1993, respectively. JP-8 was handled through the Former Fuel Offloading Rack until the leak was discovered in 1999. The exact history of releases is unknown. Conceptually, releases could have occurred when fuel was transferred from railcars, through the Former Fuel Offloading Rack, to the pumphouse and then to the bulk fuel storage containers on the south end of the site (Tanks 2420 and 2422). The probable release points have been investigated and are summarized in subsequent sections. The fuel transfer from the railcars to the pumphouse was done under vacuum. The transfer of fuel from the pumphouse to the bulk storage containers was performed under pressurized conditions. Fuel transfer infrastructure for vacuum transfers was exempt from pressure testing, whereas fuel infrastructure for pressurized transfer did undergo regular pressure testing. Only when the vacuum portion of the fuel system underwent unrequired pressure testing in 1999 was any problem noted in the fueling system. At present, jet fuel is stored in two aboveground storage tanks (ASTs) (2.1 and 4.2 million gallons [MG]), diesel fuel is stored in two ASTs (5,000 and 10,000 gallons), and unleaded gasoline is stored in one 10,000-gallon AST. The site currently has one temporary JP-8 offloading rack located in the southwest corner of the facility, west of the fuel loading structure Building 2404. This rack was placed into service following the piping failure at the Former Fuel Offloading Rack (ST-106). A second small offloading rack (Building 2401) is used for the delivery of diesel and unleaded gasoline motor vehicle fuels. The fuel delivered to the temporary JP-8 offloading rack is conveyed to the Pump House (Building 1033) via subsurface transfer lines. The fuel is then pumped to the JP-8 ASTs by piping of varying sizes that runs above ground for approximately 750 ft and runs below ground for approximately 300 ft. Figure 2-2 presents the infrastructure present at the eastern portion of the BFF. Kirtland AFB June 2010 Groundwater Investigation Work Plan BFF 2-1
Page 1 and 2: KIRTLAND AIR FORCE BASE ALBUQUERQUE
Page 3 and 4: DOCUMENT CERTIFICATION REPORT DOCUM
Page 5 and 6: DOCUMENT CERTIFICATION THIS PAGE IN
Page 7 and 8: CONTENTS 3.3.7 Groundwater and LNAP
Page 9 and 10: FIGURES FIGURES 2-1 Site Location M
Page 11 and 12: ACRONYMS AND ABBREVIATIONS ACRONYMS
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Page 15: SECTION 1 1.1 Objectives and Scope
Page 19 and 20: SECTION 2 • From roughly 86 ft bg
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Page 23 and 24: SECTION 2 previous sampling results
Page 25 and 26: SECTION 2 the soils. Only that part
Page 27 and 28: SECTION 2 gpd. Investigating and re
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Page 31 and 32: SECTION 3 being both an electrical
Page 33 and 34: SECTION 3 3.3.4 Groundwater Monitor
Page 35 and 36: SECTION 3 piezometers. Groundwater
Page 37 and 38: SECTION 4 association meetings are
Page 39 and 40: REFERENCES US Environmental Protect
Page 41 and 42: TABLES Table 2-1. Hydrostratigraphi
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Page 45 and 46: TABLES Installation ID Installation
Page 51 and 52: Figures
Page 53 and 54: SAN METEO SAN PEDRO 1540886 1541386
Page 55 and 56: Source: CH2M HILL 2009 Figure 2-4
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Page 59 and 60: CONCEPTUAL SITE MODEL Figure 2-8 So
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A TPH screening guideline was calcu
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potential indoor air impacts from s
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Appendix B Project Schedule
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Appendix C Preliminary Report Outli
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Appendix D Base-Wide Plans for Inve
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BASE-WIDE PLAN CONTENTS Section Pag
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BASE-WIDE PLAN FIGURES Section Page
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BASE-WIDE PLAN ACRONYMS AFB AFCEE C
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BASE-WIDE PLAN 1. INTRODUCTION Kirt
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BASE-WIDE PLAN 2. PROJECT MANAGEMEN
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BASE-WIDE PLAN Waste Management Pro
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BASE-WIDE PLAN 3. BASELINE ENVIRONM
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BASE-WIDE PLAN Figure 3-1. Kirtland
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BASE-WIDE PLAN Table 3-1. History o
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BASE-WIDE PLAN Figure 3-2. Location
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BASE-WIDE PLAN Figure 3-3. Geologic
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BASE-WIDE PLAN 3.1.3 Hydrogeology D
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BASE-WIDE PLAN the high nitrate lev
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BASE-WIDE PLAN Figure 3-4. Extent o
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BASE-WIDE PLAN REFERENCES Allen, H.
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APPENDIX A APPENDIX A Field Samplin
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APPENDIX A CONTENTS Section Page Ta
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APPENDIX A TABLES Table Page Table
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APPENDIX A ACRONYMS °C degrees Cel
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APPENDIX A 1. INTRODUCTION This Bas
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APPENDIX A 2. FIELD SAMPLING OBJECT
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APPENDIX A 3. DESIGN OF DATA COLLEC
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APPENDIX A Table 3-1. Activities As
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APPENDIX A probability. This techni
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APPENDIX A 4. SAMPLING EQUIPMENT AN
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APPENDIX A 4.3.3 Ambient Field Blan
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APPENDIX A 5. SAMPLE HANDLING AND A
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APPENDIX A 6. FIELD QA/QC PROGRAM T
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APPENDIX A 7. SITE MANAGEMENT AND R
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APPENDIX A The identity of each sam
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APPENDIX A REFERENCES EPA 1986. RCR
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APPENDIX B APPENDIX B Standard Oper
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APPENDIX B CONTENTS Section Page Ta
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APPENDIX B CONTENTS (Continued) Sec
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APPENDIX B TABLES Table B4.1-1. Qui
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APPENDIX B FIGURES Figure B1.1-1. T
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APPENDIX B ACRONYMS °C degrees Cel
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APPENDIX B SOP B1.1 Borehole and Sa
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APPENDIX B Gravely soils are identi
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APPENDIX B Stratification Stratific
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APPENDIX B Hardness The hardness of
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APPENDIX B Igneous rock classificat
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APPENDIX B Figure B1.1-1. Typical B
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APPENDIX B Figure B1.1-1. Typical B
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APPENDIX B Figure B1.1-2. The Unifi
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APPENDIX B SOP B1.2 Borehole Geophy
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APPENDIX B Waveforms obtained at ea
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APPENDIX B The borehole induction s
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APPENDIX B SOP B1.3 Monitoring Well
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APPENDIX B finished wells shall als
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APPENDIX B Figure B1.3-1. Overburde
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APPENDIX B Figure B1.3-2. Overburde
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APPENDIX B Figure B1.3-3. Double Ca
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APPENDIX B Figure B1.3-4. Double Ca
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APPENDIX B Chemical application The
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APPENDIX B Figure B1.4-1. Well Deve
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APPENDIX B Figure B1.4-1. Well Deve
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APPENDIX B Figure B1.5-1. Well Aban
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APPENDIX B SOP B1.6 Temporary Well-
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APPENDIX B SOP B1.7 Soil Gas Invest
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APPENDIX B If instrument blanks ind
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APPENDIX B SOP B1.8 Surficial Geoph
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APPENDIX B Relevant notes, remarks
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APPENDIX B Magnetic Surveys useful
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APPENDIX B SOP B1.9 Land Surveys A
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APPENDIX B SOP B1.10 Meteorological
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APPENDIX B SOP B1.11 Equipment Deco
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APPENDIX B Personal Protective Equi
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APPENDIX B SOP B2.1 Sediment Sampli
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APPENDIX B SOP B2.2 Surface Soil Sa
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APPENDIX B SOP B2.3 Subsurface Soil
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APPENDIX B Wear appropriate PPE as
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APPENDIX B the Classification of Ro
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APPENDIX B Using soil removed from
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APPENDIX B Collect and manage all w
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APPENDIX B SOP B2.4 Test Pit Sampli
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APPENDIX B SOP B2.5 Sample Homogeni
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APPENDIX B SOP B3.1 Photoionization
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APPENDIX B SOP B3.2 Methods for Usi
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APPENDIX B The rate of migration th
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APPENDIX B easily be penetrated wit
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APPENDIX B the identification or qu
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APPENDIX B SOP B3.3 Headspace Scree
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APPENDIX B the drawdown shall not e
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APPENDIX B Sample Collection Once r
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APPENDIX B Figure B4.1-1. Well Purg
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APPENDIX B Table B4.1-1. Quick Conv
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APPENDIX B SOP B4.2 Potable Water S
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APPENDIX B SOP B4.3 Surface Water S
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APPENDIX B SOP B4.4 Field Filtratio
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APPENDIX B SOP B5.1 pH The followin
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APPENDIX B SOP B5.2 Specific Conduc
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APPENDIX B SOP B5.3 Water Temperatu
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APPENDIX B SOP B5.4 Dissolved Oxyge
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APPENDIX B SOP B5.5 Oxidation-Reduc
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APPENDIX B SOP B5.6 Water Levels Wa
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APPENDIX B Figure B5.6-1. Groundwat
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APPENDIX B SOP B5.7 Aquifer Testing
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APPENDIX B Packer Testing Procedure
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APPENDIX B All measurements and obs
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APPENDIX B Figure B5.7-1a. Aquifer
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APPENDIX B Figure B5.7-1b. Aquifer
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APPENDIX B Figure B5.7-2. Pump Test
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APPENDIX B SOP B6.1 Drum Sampling F
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APPENDIX B SOP B6.2 Tank Sampling F
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APPENDIX B SOP B6.3 Wipe Sampling T
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APPENDIX B SOP B6.4 Concrete Sampli
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APPENDIX B SOP B6.5 Air Sampling/Ai
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APPENDIX B SOP B7.1 Approved Backgr
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APPENDIX B Table B7.1-1. Approved B
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APPENDIX B SOP B7.2 Use of NMED Soi
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APPENDIX B Table B7.2-1. NMED Soil
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APPENDIX B Table B7.2-1. NMED Soil
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APPENDIX B SOP B7.3 Radioactively-C
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APPENDIX B Material used by the Air
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APPENDIX C APPENDIX C Quality Assur
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APPENDIX C CONTENTS Section Page Ta
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APPENDIX C CONTENTS (Concluded) Sec
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APPENDIX C TABLES Table Page Table
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APPENDIX C ACRONYMS AFB AFCEE ASTM
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APPENDIX C 1. INTRODUCTION This Bas
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APPENDIX C 2. PROJECT DESCRIPTION 2
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APPENDIX C 3. PROJECT ORGANIZATION
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APPENDIX C 2.7 Safety Professional
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APPENDIX C 4. QUALITY ASSURANCE OBJ
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APPENDIX C 4.1.4 Accuracy Accuracy
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APPENDIX C procedures that may resu
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APPENDIX C 5. FIELD INVESTIGATION P
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APPENDIX C Table 5-1. Sample Requir
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APPENDIX C Table 5-2. Sample Requir
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APPENDIX C 6. SAMPLE CUSTODY AND RE
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COMP GRAB PRESERVATIVE PRESERVATIVE
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APPENDIX C sections. The data packa
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APPENDIX C 7. CALIBRATION PROCEDURE
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APPENDIX C Geophysical surveying eq
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APPENDIX C 8. ANALYTICAL PROCEDURES
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APPENDIX C 9. INTERNAL QUALITY CONT
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APPENDIX C basis and at a frequency
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APPENDIX C 10. DATA VALIDATION, RED
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APPENDIX C Numerical value and unit
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APPENDIX C 11. PERFORMANCE AND SYST
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APPENDIX C 12. PREVENTIVE MAINTENAN
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APPENDIX C 13. DATA ASSESSMENT The
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APPENDIX C An independent team (ind
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APPENDIX C 14. CORRECTIVE ACTION Co
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APPENDIX C Figure 14-1. Nonconforma
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APPENDIX C 2.44 Data Validation and
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APPENDIX C 15. QUALITY ASSURANCE RE
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APPENDIX C Discussion of qualified
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APPENDIX C REFERENCES Air Force Cen
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APPENDIX D APPENDIX D Data Manageme
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APPENDIX D CONTENTS Contents Page T
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APPENDIX D TABLES Tables Page Table
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APPENDIX D ACRONYMS AFB AFCEE ASTM
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APPENDIX D 1. INTRODUCTION 1.1 Purp
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APPENDIX D 2. DATA QUALITY OBJECTIV
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APPENDIX D 3. PARTICIPANTS AND RESP
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APPENDIX D Table 3-1. Participants
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APPENDIX D 4. DATA MANAGEMENT SYSTE
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APPENDIX D The purpose of data revi
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APPENDIX D Compound identification
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APPENDIX D Sample ID Sample Depth (
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APPENDIX D LDI SLXI WCI GWD SAMP CA
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APPENDIX D REFERENCES AFCEE 1993. H
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APPENDIX E APPENDIX E Waste Managem
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APPENDIX E CONTENTS Section Page Ta
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APPENDIX E TABLES Table Page Table
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APPENDIX E ACRONYMS AFB AOC ACM ARA
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APPENDIX E 1. INTRODUCTION This doc
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APPENDIX E Not excluded from regula
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APPENDIX E ― Maintain or construc
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APPENDIX E 2. REGULATORY REQUIREMEN
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APPENDIX E EPA Hazardous Waste Code
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APPENDIX E 3. WASTE MANAGEMENT CONT
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APPENDIX E Special wastes (PCS and
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APPENDIX E hazardous waste will imm
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APPENDIX E Figure 3-1. Typical Haza
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APPENDIX E 4. SUMMARY OF EXPECTED I
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APPENDIX E Table 4-1. Waste Managem
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APPENDIX E which allows waste to be
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APPENDIX E 5. HAZARDOUS WASTE GENER
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APPENDIX E 5.2.4.3 Radioactive Wast
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APPENDIX E 5.3.4.1 Special Waste Al
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APPENDIX E ― Waste profile sheets
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APPENDIX E copies of manifests from
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APPENDIX E REFERENCES USAF 1996. Ra
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APPENDIX F APPENDIX F Base-wide Hea
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APPENDIX F CONTENTS Table Page Acro
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APPENDIX F CONTENTS (Concluded) Sec
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APPENDIX F ACRONYMS ACGIH AFB AHA A
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APPENDIX F 1. INTRODUCTION 1.1 Purp
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APPENDIX F 2. PROJECT ORGANIZATION
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APPENDIX F Ensure that Contractor e
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APPENDIX F Provide updated document
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APPENDIX F 3. SITE HISTORY AND DESC
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APPENDIX F 4. POTENTIAL HAZARDS The
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APPENDIX F symptoms of heat stress,
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APPENDIX F irrational or stuporous
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APPENDIX F pounds. Objects heavier
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APPENDIX F All circuit breaker pane
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APPENDIX F SHSS will identify these
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APPENDIX F When using a hammer wear
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APPENDIX F All unattended boreholes
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APPENDIX F Minimize shock loading o
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APPENDIX F Apply an adequate amount
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APPENDIX F All personnel involved i
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APPENDIX F To avoid battery explosi
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APPENDIX F distances that heavier e
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APPENDIX F as discussed here refer
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APPENDIX F 5. ACTIVITY HAZARD ANALY
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APPENDIX F 6. PERSONAL PROTECTIVE E
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APPENDIX F Coveralls (outer), chemi
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APPENDIX F 7. AIR, NOISE, AND OTHER
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APPENDIX F 8. SITE CONTROL The PM,
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APPENDIX F 8.2.3 Equipment Decontam
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APPENDIX F 9. MEDICAL SURVEILLANCE
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APPENDIX F 10. SAFETY CONSIDERATION
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APPENDIX F 10.2.2 Housekeeping Clea
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APPENDIX F Shut off and bleed down
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APPENDIX F Protect your hands and f
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APPENDIX F 10.2.16 Electricity Keep
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APPENDIX F 11. DISPOSAL PROCEDURES
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APPENDIX F 12. EMERGENCY RESPONSE P
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APPENDIX F 12.5.3 Medical Emergency
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APPENDIX F safe environment. In the
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APPENDIX F Each SHSP may specify ad
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APPENDIX F 13. TRAINING In accordan
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APPENDIX F 14. LOGS, REPORTS, AND R
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APPENDIX F 15. FIELD PERSONNEL REVI
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APPENDIX F 16. REFERENCES Occupatio
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APPENDIX G APPENDIX G Construction
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APPENDIX G CONTENTS Section Page 1.
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APPENDIX G 1. INTRODUCTION TO CONST
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APPENDIX H APPENDIX H Permitting Pl
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APPENDIX H CONTENTS Section Page 1.
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APPENDIX H 1. PERMIT CONSIDERATIONS
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APPENDIX H Permit Type Agency Conta
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APPENDIX H Permit Type Agency Conta
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APPENDIX I APPENDIX I Community Rel
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APPENDIX J APPENDIX J Land Use Plan
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APPENDIX J APPENDIX K Document Cont
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