KIRTLAND AIR FORCE BASE ALBUQUERQUE, NEW MEXICO ...

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APPENDIX B SOP B1.2 Borehole Geophysical Logging Geophysical techniques have proven to be valuable tools in determining lithology, porosity and moisture condition of various stratigraphic units. This information is useful in the decision making process for choosing monitoring well completion intervals and characterizing hydrogeology. Logging suites are determined by the information required. The following is a brief description of various borehole geophysical instruments and measurements. Temperature Measurement and Fluid Resistivity Measurement A temperature log is the first measurement performed in a borehole. This probe continuously records borehole fluid temperature immediately surrounding a thermal sensor as the probe is lowered downhole. The logging equipment is calibrated to present data in degrees Celsius (or other appropriate temperature scale). Temperature data can provide information concerning fluid flow in or out of the borehole, which is reflected by changes in the thermal gradient. Fluid resistivity logs are run in conjunction with temperature logs and record borehole fluid resistivity directly as the borehole fluid passes between electrodes. Changes in fluid resistivity can indicate in-flow or out-flow of water as well as water quality. In highly resistive environments some of the electrical current leaks into the formation and the tool thus behaves somewhat like a micro-resistivity probe. Localized portions of the log appear to respond as fractures. Natural Gamma Measurement The natural gamma measurement detects natural gamma radiation occurring in lithology and is recorded in counts per second. This log, which exhibits relative changes in natural (or man-made) radiation, is used for general lithologic identification and stratigraphic correlation. Natural occurring radiation comes from three principal areas: potassium 40 which occurs with all potassium minerals, uranium-238, and thorium-232 which is associated primarily with biotite. The typical radius of investigation for the natural gamma log is approximately 10 to 12 inches from the borehole wall. Electric Measurements Several types of electrical measurements can be performed in the borehole. Electrical measurements can only be run below fluid level since fluid is required to complete the electrical circuit between the probe and the borehole wall. If no fluid is available, the induction measurements can be performed with different instrumentation (e.g., Geonics EM-39). The Single Point Resistance log measures direct resistance between an electrode on the downhole probe and a surface reference point electrode. The relatively shallow radius of investigation (approximately 5 to 6 inches) enables precise recording of formation contacts and fracture zones. The log response, measured in ohms, is strongly affected by lithology, resistance of the drilling fluid, quality of the surface contact, and the rugosity (e.g. irregularity) of the borehole. It is therefore only qualitative in nature. The Spontaneous Potential log basically utilizes the same electrical configuration as the Single Point Resistance and is used to measure variations in natural electrical potential. This potential, measured in millivolts (mvs), results from one of three principal causes: Electrochemical potential from a contrast between the resistivities of the borehole fluid and the formation pore water, Kirtland AFB SOPs for Field Investigations B-29 April 2004
APPENDIX B Redox potential or the oxidation/reduction of sulfide mineralization such as pyrite, and Electromechanical potential or streaming potential from fluid flow directly into or out of the formation. The 16-inch Short Normal Resistivity and 64-Inch Long Normal Resistivity logs measure apparent formation resistivity, utilizing both current and potential electrodes in the borehole and a reference surface electrode. The formation resistivity, measured in ohm-meters, is affected by grain size, porosity, and pore fluid. The 16- and 64-inch normal is a quantitative measurement. The radius of investigation of this tool is related to the spacing between the current and potential electrodes, which in this case is 16 or 64 inches. In highly resistive formations, the radius of investigation is reduced. In hard, low porosity crystalline formations with very fresh pore water, the apparent resistivity is high. Fracturing in a crystalline environment has the effect of increasing apparent porosity and thus reducing apparent resistivity. The Guard Resistivity measurement is a focused resistivity log. It consists of two guarding electrodes and a current electrode. In the fluid-filled portion of the borehole, the log is used for very thin bed resolution and to approximate formation resistivity. The Induced Polarization (IP) log is a time domain measurement of the residual charge storage (or decay or secondary voltage) after the formation has been excited with a constant current pulse that is then turned off. Measurement of the secondary voltage corresponds to the polarizability of the formation. The secondary voltage is normalized with respect to the primary voltage pulse with IP effect expressed as the ratio of secondary voltage to primary voltage. Log values are displayed as a ―percentage‖ with 1 percent IP response corresponding to 10 mV/v. IP logs are generally used qualitatively to semi-qualitatively to detect disseminated sulfide (pyrite) and sometimes montmorillonite clay. Caliper Measurement The caliper log is a mechanical three-arm or a single-arm measurement that physically determines the average diameter of a borehole. The diameter increases in cavities and, depending on the drilling techniques used, in weathered zones. An apparent decrease in borehole diameter may result from mud or drill cutting accumulation along the sides of the borehole and in the bottom of a boring. Data from the caliper log is used to vertically locate cavities or washouts and to diameter that directly affects the response of other measurements. Sonic Measurement A sonic log shows travel times of acoustic waves through rock in microseconds. It is sometimes accompanied by an amplitude log and a Variable Density Log (VDL) of the full sonic waveforms. Spacings from 18 to 60 inches or more can be made depending on the specific objectives. Sonic logs can only be obtained in a fluid filled borehole. Additionally, high-quality sonic logs may not be acquired where the formation is not fully saturated or poorly consolidated even if the borehole is fluid filled in this region. The transmitter on the sonic probe emits an approximate 30 Khz ultrasonic pulse twice a second. This waveform passes through the borehole fluid in all directions at the fluid velocity (approximately 5000 ft per second). When it reaches the borehole wall, the waveform travels through the rock mass at higher velocities and is refracted to 2 different receivers on the logging probe 1 ft apart. Kirtland AFB SOPs for Field Investigations B-30 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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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 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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