KIRTLAND AIR FORCE BASE ALBUQUERQUE, NEW MEXICO ...

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APPENDIX B Gravely soils are identified by a ―G‖ as the first letter in the two-letter symbol, whereas sandy soils are identified with an ―S‖. The term ―rock fragments‖ should be used to indicate granular materials resulting from the breakup of rock. These materials are normally angular, indicating little or no transport from their source. When the term ―rock fragments‖ is used it should be followed by a size designation, such as ¼ to ½ diameter or ―coarse-sand size‖ either immediately after the entry or in the remarks column. The USCS classification would not be affected by this variation in terms. The second letter in the two-letter USCS symbol provides information about the grain size distribution of granular soils, or the plasticity characteristics of fine-grained soils. These second-letter modifiers are ―P‖ well sorted, ―W‖ well graded/poorly sorted, ―C‖ clayey, ―M‖ silty, ―L‖ low plasticity, or ―H‖ high plasticity. Note that the term ―poorly graded‖ implies a uniform grain size distribution and is the same as ―well sorted.‖ Color Soil colors should be described utilizing a single color descriptor preceded, when necessary, by a modifier to denote variations in shade or color mixtures. A soil could therefore be referred to as ―gray‖ or ―light gray‖ or ―blue-gray.‖ Since color can be utilized in correlating units between sampling locations, it is important that color descriptions be kept consistent throughout field operations. Colors must be described while the sample is still moist. Soil samples should be broken or split vertically to describe colors. Soil sampling devices tend to smear the sample surface creating color differences between the sample interior and exterior. In accordance with ASTM D1535, Munsell Color Charts or equivalent must be used based on project requirements. Relative Density and Consistency To classify the relative density and/or consistency of a soil, the geologist must first identify the soil type. Granular soils contain predominantly sands and gravels and are generally noncohesive (particles do not adhere well when compressed). Finer grained soils (silts and clays) are cohesive (particles will adhere together when compressed). The density of noncohesive, granular soils is classified according to standard penetration resistances obtained from split-spoon sampling methods that are in accordance with ASTM D1586 and are detailed in SOP B2.3, Split Spoon Sampling Procedure section. Those designations are: Standard Penetration Resistance (SPR) Designation Blows per ft Very loose ...................................................................... 0 to 4 Loose ............................................................................. 5 to 10 Medium dense ............................................................... 11 to 30 Dense ............................................................................. 31 to 50 Very dense ..................................................................... Over 50 Standard penetration resistance is the number of blows required to drive a split-barrel sampler with a 2- inch outside diameter 12 inches into the material using a 140-pound hammer falling freely through 30 inches. The sampler is driven through an 18- or 24-inch sample interval and number of blows is recorded for each 6-inch increment. The density designation of granular soils is obtained by adding the number of blows required to penetrate the second and third 6 inches of each sample interval. It is important to note Kirtland AFB SOPs for Field Investigations B-15 April 2004
APPENDIX B that if gravel or rock fragments are broken by the sampler or if rock fragments are logged in the tip, the resulting blow count will be erroneously high, reflecting a higher density than actually exists. This should be noted on the log and referenced to the sample number. The consistency of cohesive soils is determined by performing field tests and identifying the consistency as shown in Figure B1.1-2. The consistency of cohesive soils is determined either by blow counts or most accurately by a pocket penetrometer or field Torvane device in accordance with ASTM D2573-72– Method for Field Vane Sheer Text in Cohesive Soil. The SPR can be applied to cohesive soils as follows: Designation SPR (blows per ft) Very soft ........................................................................ 30 The pocket penetrometer method is conducted on a selected sample of the soil, preferably the lowest 0.5 ft of the sample in the split-spoon sampler. The sample should be broken in half and the penetrometer pushed into the end of the sample to determine the consistency. Do not determine consistency by attempting to penetrate a rock fragment. If the sample is decomposed rock, it is classified as a soft, decomposed rock fragment rather than a hard soil. The pocket penetrometer or Torvane may be used in the conjunction with blow counts to determine cohesive soil consistency. Soil Component In nature, soils are comprised of particles of varying size and shape and are combinations of the various soil types. Figure B1.1-2 lists grain size classifications to be used in describing soils or rocks. The following terms are useful in the description of soil components: The Identifying Proportion of the Component Defining Range of Percentages by Weight trace ............................................................................... 0-10 percent Moisture little ................................................................................ 11-20 percent some ............................................................................... 21-35 percent ―and‖ ............................................................................. 36-50 percent Moisture content is estimated in the field according to four categories: dry, moist, wet, and saturated. In dry soil, there appears to be little or no water. Saturated samples obviously have all the water they can hold. Moist and wet classifications are somewhat subjective and often are determined by the individual‘s judgment. A suggested parameter for judging this in a fine-grained soil would be calling a soil wet if rolling it in the hand or on a porous surface liberates water, i.e., dirties or muddies the surface. Whatever method is adopted for describing moisture, it is important that the method used by an individual remains consistent throughout an entire drilling job. Laboratory tests in accordance with ASTM D2216 or field tests for water content should be performed if the natural water content is important. Kirtland AFB SOPs for Field Investigations B-16 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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Figures
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SAN METEO SAN PEDRO 1540886 1541386
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Source: CH2M HILL 2009 Figure 2-4
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Source: CH2M HILL 2009 Figure 2-6
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CONCEPTUAL SITE MODEL Figure 2-8 So
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SAN METEO SAN PEDRO 1540672 1541172
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Figure 3‐3 Typical Soil Vapor Mon
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Appendix A NMED Guidance: NMED TPH
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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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Page 106 and 107: BASE-WIDE PLAN REFERENCES Allen, H.
Page 108 and 109: APPENDIX A APPENDIX A Field Samplin
Page 110 and 111: APPENDIX A CONTENTS Section Page Ta
Page 112 and 113: APPENDIX A TABLES Table Page Table
Page 114 and 115: APPENDIX A ACRONYMS °C degrees Cel
Page 116 and 117: APPENDIX A 1. INTRODUCTION This Bas
Page 118 and 119: APPENDIX A 2. FIELD SAMPLING OBJECT
Page 120 and 121: APPENDIX A 3. DESIGN OF DATA COLLEC
Page 122 and 123: APPENDIX A Table 3-1. Activities As
Page 124 and 125: APPENDIX A probability. This techni
Page 126 and 127: APPENDIX A 4. SAMPLING EQUIPMENT AN
Page 128 and 129: APPENDIX A 4.3.3 Ambient Field Blan
Page 130 and 131: APPENDIX A 5. SAMPLE HANDLING AND A
Page 132 and 133: APPENDIX A 6. FIELD QA/QC PROGRAM T
Page 134 and 135: APPENDIX A 7. SITE MANAGEMENT AND R
Page 136 and 137: APPENDIX A The identity of each sam
Page 138 and 139: APPENDIX A REFERENCES EPA 1986. RCR
Page 140 and 141: APPENDIX B APPENDIX B Standard Oper
Page 142 and 143: APPENDIX B CONTENTS Section Page Ta
Page 144 and 145: APPENDIX B CONTENTS (Continued) Sec
Page 146 and 147: APPENDIX B TABLES Table B4.1-1. Qui
Page 148 and 149: APPENDIX B FIGURES Figure B1.1-1. T
Page 150 and 151: APPENDIX B ACRONYMS °C degrees Cel
Page 152 and 153: APPENDIX B SOP B1.1 Borehole and Sa
Page 156 and 157: APPENDIX B Stratification Stratific
Page 158 and 159: APPENDIX B Hardness The hardness of
Page 160 and 161: APPENDIX B Igneous rock classificat
Page 162 and 163: APPENDIX B Figure B1.1-1. Typical B
Page 164 and 165: APPENDIX B Figure B1.1-1. Typical B
Page 166 and 167: APPENDIX B Figure B1.1-2. The Unifi
Page 168 and 169: APPENDIX B SOP B1.2 Borehole Geophy
Page 170 and 171: APPENDIX B Waveforms obtained at ea
Page 172 and 173: APPENDIX B The borehole induction s
Page 174 and 175: APPENDIX B SOP B1.3 Monitoring Well
Page 176 and 177: APPENDIX B finished wells shall als
Page 178 and 179: APPENDIX B Figure B1.3-1. Overburde
Page 180 and 181: APPENDIX B Figure B1.3-2. Overburde
Page 182 and 183: APPENDIX B Figure B1.3-3. Double Ca
Page 184 and 185: APPENDIX B Figure B1.3-4. Double Ca
Page 188 and 189: APPENDIX B Chemical application The
Page 190 and 191: APPENDIX B Figure B1.4-1. Well Deve
Page 192 and 193: APPENDIX B Figure B1.4-1. Well Deve
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Page 198 and 199: APPENDIX B SOP B1.6 Temporary Well-
Page 200 and 201: APPENDIX B SOP B1.7 Soil Gas Invest
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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 SOP B4.1 Monitoring Well
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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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