KIRTLAND AIR FORCE BASE ALBUQUERQUE, NEW MEXICO ...

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SECTION 2 2.3 Site Setting A detailed discussion of base history, geology, and climate is included in Section 3 of the Base-Wide Plans for Investigation Under the Environmental Restoration Program (Tetra Tech, 2004). The information below synopsizes relevant information. 2.3.1 Regional Geology The geology of the Kirtland AFB area varies in accordance with the regional geology. The eastern portion of the base is mountainous, with elevations reaching 7,900 ft above mean sea level. These mountains are composed of Precambrian metamorphic and crystalline rock (primarily granite) and Paleozoic sedimentary rock (primarily marine carbonates). The western portion of the base (which includes the BFF) lies within the Albuquerque Basin. Geologic features in this area of the basin include travertine and unconsolidated and semiconsolidated piedmont deposits, as well as aeolian, lacustrine, and stream channel deposits. In general, the surficial geology is characterized by recent deposits (i.e., mixtures of sandy silt and silty sand with minor amounts of clay and gravel), Ortiz gravel (i.e., alluvial piedmont sand and gravel deposits), and the Santa Fe Group (i.e., a mixture of sand, silt, clay, gravel, cobbles, and boulders). Generally, the northern and western portions of Kirtland AFB are dominated by unconsolidated geologic units; consolidated units predominate in the eastern half of the base. Kirtland AFB lies within the eastern portion of the Albuquerque structural basin, which contains the through-flowing Rio Grande. The basin is approximately 90 miles long and 30 miles wide. The deposits within the Albuquerque Basin consist of interbedded gravel, sand, silt, and clay. The presence of clay has significant implications for bulk hydrocarbon migration in the vadose zone. The thickness of basin-fill deposits in most of the basin exceeds 3,000 ft, though the thickness varies considerably because of the large amount of faulting in the basin. Geologic materials of primary importance within the basin are the Santa Fe Group and the piedmont slope deposits. The Santa Fe Group consists of beds of unconsolidated to loosely consolidated sediments and interbedded volcanic rocks. The materials range from boulders to clay and from well-sorted stream channel deposits to poorly sorted slope wash deposits. Coalescing alluvial fans of eroded materials from the surrounding mountains were deposited unconformably over the Santa Fe Group, extending westward from the base of the Sandia and Manzano mountains to the eastern edge of the Rio Grande floodplain. The fan sediments range from poorly sorted mud flow material to well-sorted stream gravel; the beds consist of channel fill and interchannel deposits. The fan deposits range in thickness from 0 to 200 ft and thicken toward the mountains. The Santa Fe Group (USF) under the BFF is further broken down into two depositional facies called the USF-1 and USF-2 (Hawley et al., 1995). As shown on Table 2-1, USF-1 is present from ground surface to approximately 86 ft below ground surface (bgs), then a transition occurs where USF-1 and USF-2 are interfingered to a depth of 117 ft bgs, under which USF-2 is present to a depth of greater than 500 ft (CH2M HILL, 2008). 2.3.2 Site-Specific Geology Soil types at the BFF ranged from lean clays, silts, and sands to minor silty or sandy gravels. These soils can be correlated into eight litho-stratigraphic zones discussed below. • From the surface to about 85 ft bgs, the soils are primarily thick discontinuous intervals of silt and silty or sandy clays. Kirtland AFB June 2010 Groundwater Investigation Work Plan BFF 2-2
SECTION 2 • From roughly 86 ft bgs to about 144 ft bgs, two 3-foot to 25-foot-thick units of poorly graded fine-grained sands alternate with two silty, sandy, and lean clay units that are up to 25 ft thick. • From about 144 ft bgs to about 270 ft bgs are poorly graded fine-grained sands and wellgraded fine- to coarse-grained sands. Soils at the BFF range from wet to dry. The finer-grained upper soils are generally moist, while the coarser-grained deeper soils could be moist or dry. Several minor perched water-bearing zones are present in the vadose zone above the regional groundwater table at the BFF. None of these water-bearing zones are substantial enough to merit the installation of a groundwater monitoring well. Some of these water-bearing zones below 400 ft bgs are probably remnants of the regional aquifer left behind as the water table has dropped. The regional water table is present at approximately 485 ft bgs as indicated by wet, gravelly, sand drill cuttings (CH2M HILL, 2001). 2.3.3 Hydrogeology The groundwater system at Kirtland AFB and in the Albuquerque area lies within the Albuquerque Basin, also referred to as the Middle Rio Grande Basin. The basin is part of the Rio Grande Rift. As the Rio Grande Rift spread, the Albuquerque Basin filled with sediments several miles thick, most of which are referred to as the Santa Fe Group. The unit consists of unconsolidated sediments that thin toward the basin boundary. Edges of the basin are marked by normal faults. Overlying the Santa Fe Group are the Pliocene Ortiz gravel and Rio Grande fluvial deposits. Generally, the upper unit of the Santa Fe Group contains the most productive portion of the regional aquifer that supplies groundwater to the City of Albuquerque and Kirtland AFB. The unit is characterized by piedmont slope, river, and flood plain deposits. The ancestral Rio Grande formed a large aggradational plain in the central basin, depositing a mix of coarse- to fine-grained sands, silts, and clays with variable bed thickness. Basin-fill deposits make up the aquifer in the Albuquerque Basin. Hydraulic conductivity values range from 0.25 ft per day (ft/day) to 50.0 ft/day because of large variations in the lithology of the basin-fill deposits. Clay layers have relatively low hydraulic conductivity, whereas gravel and cobble deposits have relatively high hydraulic conductivity. Deposits of interbedded gravel, sand, silt, and clay have intermediate hydraulic conductivity. This principal aquifer underlies Kirtland AFB, with the basin fill in this area consisting of unconsolidated and semiconsolidated sands, gravels, silts, and clays of the Santa Fe Group; alluvial fan deposits associated with erosion of upland areas; and valley alluvium associated with stream development. The alluvium varies in thickness from a few feet near the mountains on the east side of the base to greater than 2,100 ft at a location 5 miles southwest of the airfield (TetraTech, 2004). 2.3.4 Geochemistry Geochemical conditions are one factor that influences the transport and transformation of chemical compounds in the environment. Biodegradation often is a major transformation process for petroleum hydrocarbons and related compounds and in general requires sufficient electron acceptors for microbial metabolism of petroleum hydrocarbons. In the presence of a carbon source (including fuel-related Kirtland AFB June 2010 Groundwater Investigation Work Plan BFF 2-3
Page 1 and 2: KIRTLAND AIR FORCE BASE ALBUQUERQUE
Page 3 and 4: DOCUMENT CERTIFICATION REPORT DOCUM
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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 and 16: SECTION 1 1.1 Objectives and Scope
Page 17: SECTION 2 2.1 Site Description 2. B
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Page 25 and 26: SECTION 2 the soils. Only that part
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Page 31 and 32: SECTION 3 being both an electrical
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Page 45 and 46: TABLES Installation ID Installation
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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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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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