KIRTLAND AIR FORCE BASE ALBUQUERQUE, NEW MEXICO ...

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APPENDIX B Waveforms obtained at each receiver can be recorded digitally every 4 micro-seconds for approximately 1 millisecond (255 records after a predetermined delay time (e.g., 110 micro-seconds after the transmitter fires). The uphole instrumentation automatically picks the time between the first compressional P wave arrival at each receiver and an amplitude of the first arriving P wave. This delta T log is in microseconds per ft and is directly related to compressional wave velocity. The amplitude log is related to the signal strength of the first compressional wave arrival. Amplitude is relative as displayed from 0 to 255 (8-bit resolution) with 0 being the lowest amplitude and 255 the highest amplitude. Digitized waveforms from each receiver can be displayed and reprocessed for subsequent waveform analysis. Ideally, the first arriving P wave, the shear S wave, and the tube or Stoneley wave are all recorded in 1-millisecond record. Discontinuities such as weathering or fracturing affect waveforms arriving at the receiver. These effects are due to increased travel time (lower velocity), reduced amplitude, and distorted waveforms. VDLs in these zones show ‗chevron‘ type features propagating along the entire waveform. The thickness of the discontinuity can be measured by subtracting the transmitter/receiver spacing from the recorded vertical distortion. For example, if the recorded vertical distortion is 48 inches on the 36-inch transmitter/receiver VDLs, the rock discontinuity is approximately 12 inches. In its simplest form, the FWS log can be used as a cement bond log with a VDLs display. In more sophisticated applications, waveform analysis can provide compressional and potentially shear velocities, and information about the Tube or Stoneley wave amplitudes. Gamma-Gamma Density Measurement The principle behind density logging is detecting Compton-scattered gamma rays originating form a 0.1 curies radioactive Cesium-137 source. The dual collimated gamma ray detectors are located at discrete distances from the source. This arrangement results in a directional-oriented tool which obtains measurements while flush against the borehole wall. Gamma ray intensity (measured at the detectors in counts per second) for a specific density range is inversely proportional to bulk density of the adjacent material. The dual detector probe is designed to quantitatively measure bulk density at two different radii which vary depending upon the density of the medium and source strength. Using observed gamma-gamma intensities and the caliper reading, a compensated density log can be calculated compensating for near borehole effects. Empirical measurements of depths of investigation and apparent densities for the dual detector probe have been made in the laboratory on various configurations of casing completions. These results are used to support interpretation of field data. The distinct density differences of grout, alluvium, air, and water allows a means of monitoring well completion evaluation when the density logs are run in cased wells. Neutron Measurement The neutron measurement is a single function radiation probe which detects thermal neutrons using a Helium-3 (He-3) detector. An Americium-241 (Beryllium-activated Americium-Beryllium-241 [AmBe- 241]) neutron source emits high energy (fast) neutrons into the formation. These neutrons diffuse through the formation and collide with the atoms present. Collisions with atoms nearest the mass of neutrons, such as hydrogen, results in an exchange of energy. Thus, these neutrons are slowed down to thermal energies which can be detected by the He-3 detectors. Since slowing is primarily due to Kirtland AFB SOPs for Field Investigations B-31 April 2004
APPENDIX B collisions with hydrogen, neutron count rates represent the hydrogen content of the formation and can be interpreted in terms of porosity. This measurement can be compensated by using two different sourcedetector spacings and taking the ratio of these measurements. The neutron measurement uses a 1 or 3 curie AmBe-241 radioactive source. The neutron log can be presented in counts per second or porosity units. A casing collar locator measurement is a standard addition to the neutron log for well work. Borehole Video Survey The video survey utilizes a specialized closed-circuit system capable of visually inspecting boreholes. The picture image is recorded to a VHS videocassette through a professional video cassette recorder and then viewed for interpretation on a high-resolution monitor. The survey is usually performed from the surface downward in order to minimize the disturbance in the borehole fluid. Depth is recorded to the nearest one-tenth of a ft and displayed on the image. Logging speed is variable. A borehole video survey can be performed in an open well or in a cased well that is dry or contains clear fluid. Borehole Deviation Borehole orientation (azimuth and inclination angle) measurements are made with a magnetic based digital probe. The inclination angle is acquired with accelerometers and can be measured inside metal casing in addition to an open hole. The azimuth readings may be affected inside ferrous casing. Induction Measurement A small transmitter coil in the borehole probe induces eddy currents in the surrounding geologic material. The eddy currents generate a secondary magnetic field in the geologic materials. The strength of the magnetic field is controlled by the electrical properties of both geologic materials and groundwater. A receiver coil in the borehole measures the strength of the quadrature component of the secondary magnetic field and electronics in the instrument console convert the magnetic field strength to values of conductivity. A focusing coil in the borehole probe causes measurement sensitivity to peak about 12 inches away from the borehole axis; consequently, borehole effects are minimized and the measured electrical conductivity responds to formation and groundwater changes. Drift and noise are typically less than 1 millisiemen per meter and conductivity changes of a few percent are easily resolved. The intercoil spacing resolves conductivity layers 20 inches thick. The system may detect layers that are thinner than 20 inches; however, the measured value is the product of conductivity contrast times layer thickness. The borehole induction system measures bulk conductivity resulting from the electrical properties of geologic materials and contained groundwater. In general, conductivity will increase as clay content increases and as ionic strength of groundwater increases. It may be difficult to identify contaminated groundwater in sediments that contain variable amounts of clay. In these environments, comparison of conductivity logs to natural gamma logs may enable discrimination between clayey sediments and zones of contaminated groundwater. However, it is important to note that very small variations in clay content may result in large changes in conductivity. These small variations in clay content may not be resolved with natural gamma log. Kirtland AFB SOPs for Field Investigations B-32 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 A 2. FIELD SAMPLING OBJECT
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Page 136 and 137: APPENDIX A The identity of each sam
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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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