KIRTLAND AIR FORCE BASE ALBUQUERQUE, NEW MEXICO ...

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<strong>BASE</strong>-WIDE PLAN 3.1.3 Hydrogeology Deep Soils on Alluvial Fans, Mesas, and Piedmonts ― Madurez-Wink Association, which consists of well-drained loamy soils ― Tijeras-Embudo Association, which consists of well-drained loamy, gravelly soils Shallow to Deep Soils on Mountains and Foot Slopes ― Seis-Orthids Association, consisting of loamy, stony, cobbly soils ― Kolob-Rock Outcrop Association, consisting of loamy, stony soils and rock The groundwater system at Kirtland AFB and in the Albuquerque area lies within the Albuquerque-Belen Basin, which is 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 is referred to as the Santa Fe Group. The unit consists of unconsolidated sediments, which 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 (SNL, 2002). 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 agradational plain in the central basin, depositing a mix of coarse- to fine-grained sands, silts, and clays with variable bed thickness (SNL, 2002). The groundwater investigations at Kirtland AFB indicate that there is a regional aquifer at a depth of approximately 500 ft below ground surface, and there are multiple shallow zones of perched water, which may not be continuous, present at approximately 300 to 400 ft below ground surface. The shallow system is defined as a saturated zone above the regional water table and separated from the regional aquifer by an unsaturated interval. This shallow groundwater system is present over an area that extends south to the Kirtland AFB Golf Course, north to SNL Tech Area I, to the west of Tech Area II, and to the east of LF-008 (SNL, 2002) as shown in Figure 3-4. Lithology and water chemistry information indicated that the perched aquifer might be comprised of smaller, more discontinuous sand channels, whereas the regional unit is a larger, more consistent sand layer. At LF-008, where five wells have been completed in the perched aquifer, the perched system consists of multiple zones of saturation and ranges up to a thickness of 125 ft. The thick zone of saturation is probably the result of recharge from the Tijeras Arroyo. Historically, water in the regional aquifer has flowed from the basin margins toward the Rio Grande. Currently, heavy pumping by Kirtland AFB and the city of Albuquerque has formed a depression, directing water toward the northwestern portion of the base. Flow directions observed within the regional aquifer at Kirtland AFB confirm these general flow directions. Water in the regional aquifer converges in the northwestern portion of the base between LTM sites LF-008 and the Sewage Lagoons. In the southern portion of the site, groundwater flows to the west from the Manzano uplift, and from the south into the central portion of the base. Groundwater flow directions at LTM program sites are shown on Plate 1. Kirtland Air Force Base Base-Wide Plans for the Environmental Restoration Program 17 April 2004
<strong>BASE</strong> WIDE PLAN 3.1.4 Geochemical Trends in the Regional Aquifer Several water types are present in the Albuquerque Basin (Plummer et al., 2000, Section C) that represent different sources of recharge to the basin including those from the Rio Grande, Tijeras Arroyo, Tijeras Fault zone, and Eastern Mountain Front. General characteristics of these waters were described in the study. Recharge from the Eastern Mountain Front occurs along the entire mountain front of the basin. This water type is characterized by relatively low specific conductance and chloride and is a calciumsodium-bicarbonate (Ca-Na-HCO 3 ) type. Groundwater from crystalline rocks of the Tijeras Fault zone has mixed with water from the Eastern Mountain Front, resulting in groundwater with high conductance, chloride, and bicarbonate. Along the Tijeras Arroyo, groundwater is characterized by high conductance, sulfate, and nitrate and is a calcium-bicarbonate type. Waters influenced by recharge from the Rio Grande are generally higher in silica and potassium, with calcium elevated related to sodium. The evaluation of regional groundwater at Kirtland AFB demonstrates that two main water types are present, indicating different water sources. The major distinction observed at the sites is that groundwater in the southeastern portion of the base, including Manzano Landfill (LF-020) and Lake Christian (OT-046), has a stronger sulfate and higher chloride signature, and is present at elevations 300 to 600 ft higher than the other regional groundwater at the base. Groundwater in the central portion of the base, including Landfill 2 (LF-002), Landfills 4, 5, and 6 (LF-008), Tijeras Arroyo, SWMU 8-28 (ST- 250), and McCormick Ranch/Range (OT-028), have very similar water types and groundwater flow directions indicate that the aquifer is continuous from the southern and eastern areas into the central portion of Kirtland AFB. The groundwater in this area is generally dominated by calcium and bicarbonate. The Golf Course Main Pond wells (KAFB-0608, KAFB-0609, and KAFB-0610) appear to indicate transitional groundwater is present, with sulfate concentrations that are intermediate between groundwater in the uplifted area and groundwater typical of the central portion of the base. The well at Radioactive Burial Site 11 (RW-06), KAFB-6301, has a stronger bicarbonate signature than others in this transitional region. Groundwater in the northwestern portion of the base (Landfill 1 [LF-001], Fire Training Area [FT-13], and Building 1033 [ST-341]) is similar to the groundwater in the central portion, but has slightly higher sodium/calcium ratios. Groundwater in the northwestern portion of the base generally flows to the north and east, converging with the groundwater from the south and west in the north-central portion of the base. The chemical composition of groundwater in well KAFB-8351 at SWMU 8-35 (ST-214) does not fit into the chemical and geographic pattern observed in the other wells, and may represent a different water source. Concentrations of iron, selenium, dissolved solids, and nitrate nitrogen have been elevated in some wells at Kirtland AFB over the last few sampling events. Many of these detections can be explained in the context of sitewide and basinwide water quality trends (iron, selenium, and nitrate nitrogen). Water quality in the Albuquerque Basin has been degraded from the combined effects of decreasing water levels and increasing development. Low water conditions associated with less recharge and slower circulation in aquifer formations have been shown to result in groundwater with higher concentrations of dissolved solids (Hem, 1989). Elevated nitrate concentrations have been identified in the basin that is the result of increasing numbers of septic systems. The quality of groundwater in the Albuquerque Basin is influenced by the effects of excess irrigation waters mixing with groundwater in the aquifer, in some cases resulting in higher dissolved solids concentrations (United States Geological Survey [USGS, 2000]). Sources of lower quality water in the basin include septic systems, residual minerals from evapotranspiration, urban runoff, and application of agricultural chemicals. Nitrates are of particular concern in the Albuquerque area as evidenced by a large zone of nitrate contamination along the Rio Grande flood plain near Albuquerque; nitrate concentrations have doubled and tripled between 1977 and 1990 from use of septic tanks. In some areas, Kirtland Air Force Base Base-Wide Plans for the Environmental Restoration Program 18 April 2004
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KIRTLAND AIR FORCE BASE ALBUQUERQUE
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DOCUMENT CERTIFICATION REPORT DOCUM
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DOCUMENT CERTIFICATION THIS PAGE IN
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CONTENTS 3.3.7 Groundwater and LNAP
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FIGURES FIGURES 2-1 Site Location M
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ACRONYMS AND ABBREVIATIONS ACRONYMS
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THIS PAGE INTENTIONALLY LEFT BLANK
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SECTION 1 1.1 Objectives and Scope
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SECTION 2 2.1 Site Description 2. B
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SECTION 2 • From roughly 86 ft bg
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SECTION 2 2.4.2 Investigative Resul
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SECTION 2 previous sampling results
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SECTION 2 the soils. Only that part
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SECTION 2 gpd. Investigating and re
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SECTION 3 3.2 Quality Assurance/Qua
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SECTION 3 being both an electrical
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SECTION 3 3.3.4 Groundwater Monitor
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SECTION 3 piezometers. Groundwater
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SECTION 4 association meetings are
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REFERENCES US Environmental Protect
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TABLES Table 2-1. Hydrostratigraphi
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TABLES Table 3-2 Proposed Installat
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TABLES Installation ID Installation
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TABLES Installation ID Installation
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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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