KIRTLAND AIR FORCE BASE ALBUQUERQUE, NEW MEXICO ...

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APPENDIX B SOP B1.8 Surficial Geophysical Surveys Many types of geophysical surveys are available to assist in the overall analysis of a site, including resistivity, magnetometry, electromagnetic induction (EMI), seismic refraction, and ground penetrating radar (GPR). The measurement of subsurface resistivity is applicable to determine and provide indirect information on the porosity and permeability of subsurface materials, degree of saturation, subsurface materials, subsurface lithology, dissolved electrolyte plumes, and presence of buried wastes. The application of magnetic surveys centers on confirming the presence or absence of buried ferromagnetic objects. EMI can be useful for locating and mapping subsurface utilities, trenches, buried objects, and contaminant plumes. Seismic refraction is an effective method for the determination of the depth and thickness of subsurface geologic layers, including the depth to bedrock or water table. GPR can be a powerful tool for locating and mapping metallic and non-metallic items such as buried drums, foundations, non-containerized wastes, underground utilities, and many other artifacts. At Kirtland AFB, it is anticipated that the geophysical methods to be employed will be limited to the investigation of buried wastes and plume delineation through magnetometry surveys, EMI, and GPR. These methods are described in this section. Should it be advantageous to use resistivity or refraction techniques at one or more of the sites, these will be discussed in detail in project-specific addenda. In the EMI method, the electrical conductivity of a geohydrologic section is measured by transmitting a relatively high-frequency electromagnetic field into the earth that produces eddy currents. These currents generate secondary electromagnetic fields that are detected by a receiver. The eddy currents are induced in the earth by an above-ground transmitter coil, and the resulting secondary electromagnetic fields are coupled to an above-ground receiver coil. Thus, EMI measurements do not require direct ground contact, and surveys across a line or area may be performed quite rapidly. Magnetometry consists of measuring local variations in the earth‘s magnetic field along a traverse or across an area on the surface. Because the intensity of the earth‘s magnetic field depends in part on the magnetic susceptibility of subsurface materials, knowledge of variations in field intensity provides an indication of variations in the distribution of materials with different magnetic susceptibilities. GPR operates on the principle of time-domain reflectometry, in which the difference in strength and the time delay between a transmitted electromagnetic pulse and its reflection from an object are measured. The time delay (t) is directly related to the propagation velocity of the electromagnetic waves (v) and to the distance between the transmitter and the object (D) as follows: t 2D v Because GPRs are normally used at or near the surface of the ground, the distance D corresponds to the depth of buried targets that scatter the radar signals. Borehole geophysical surveys utilize acoustic, electrical, magnetic, electromagnetic, and passive and natural radiation source methods to determine the geohydrologic characteristics surrounding a borehole. Data acquired with appropriate QA/QC procedures are repeatable and comparable over different time periods, which provides the opportunity to evaluate changes over time. Often times the log suite selected investigates a larger borehole volume than can be evaluated using only the drill cuttings or samples, therefore, characteristics of the medium outside of the borehole diameter can be inferred. Kirtland AFB SOPs for Field Investigations B-65 April 2004
APPENDIX B Ground Penetrating Radar The strength of a radar signal is a complex function of the distance traveled through the medium and the dielectric constant, the magnetic permeability and the electrical conductivity of the medium. Radar signals are attenuated rapidly in materials with high electrical conductivity. The attenuation of radar signals in subsurface media is a strong function of the mineralogy and the water content. Thus, materials such as dry sands and gravels are least absorptive of radar signals, whereas wet mineralogic clays are saline soils can be highly absorptive. The absorptive properties of the medium limit the penetration depth, i.e., the depth at which targets can be detected. GPR surveys are usually performed by establishing a grid of parallel survey lines across the site and moving the radar antenna along each of these lines. A suitable means must be provided for determining the location of the radar unit along each of the lines, and for documenting this information on the recording medium. Typical systems measure the time and velocity of antenna motion, or determine the position of the antenna by synchronization signals from the wheels or tracks of the vehicle used to tow the antenna. Simpler systems have used aluminum foil strips placed across the path of the antenna to provide unambiguous location information directly on the radar traces. Global positioning system (GPS) measurements can be integrated with the radar data in ―open‖ areas void of dense canopy. To determine the depth of anomalies noted on radar traces, the travel time data actually recorded are corrected to depth using measured or estimated wave velocities. The velocity of electromagnetic waves in the subsurface medium at the site can be determined by excavation to observed targets and measuring their depths, or by acquiring data over objects at a known depth (e.g. underground utilities). The velocity should be determined at several points in the area of interest. Alternatively, the velocity can be estimated based on the subsurface medium‘s characteristics in comparison to other media with known velocities. For determination of large-scale subsurface geologic features or to detect larger buried targets, reconnaissance-type, low-resolution surveys are typically performed with a track spacing of 5 to 15 ft or more. Surveys to detect small discrete targets may require a track spacing as close as 2 to 5 ft. Reflected radar signals are electronically processed and displayed as an intensity-modulated time spectrum, where the time of the signal response is related to the target depth. Typically, the data are digitally recorded on the internal hard drive or small field computer, which is commonly built into the radar systems. Although much of the data obtained in a GPR survey are automatically recorded by the instrumentation, additional information to unambiguously identify and to interpret each profile should be recorded on standard data sheets. As a minimum the data sheet should contain the following information: Project name and location with state planar coordinate information Company or organization Date and time of day Operator(s) name Instrument make, model, serial number, and calibration date/frequency (if applicable) Weather, surface topography, vegetation, and soil descriptions Kirtland AFB SOPs for Field Investigations B-66 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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APPENDIX A 3. DESIGN OF DATA COLLEC
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APPENDIX A Table 3-1. Activities As
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APPENDIX A probability. This techni
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APPENDIX A 4. SAMPLING EQUIPMENT AN
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APPENDIX A 4.3.3 Ambient Field Blan
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APPENDIX A 5. SAMPLE HANDLING AND A
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APPENDIX A 6. FIELD QA/QC PROGRAM T
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APPENDIX A 7. SITE MANAGEMENT AND R
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APPENDIX A The identity of each sam
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APPENDIX A REFERENCES EPA 1986. RCR
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APPENDIX B APPENDIX B Standard Oper
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APPENDIX B CONTENTS Section Page Ta
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APPENDIX B CONTENTS (Continued) Sec
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APPENDIX B TABLES Table B4.1-1. Qui
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APPENDIX B FIGURES Figure B1.1-1. T
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APPENDIX B ACRONYMS °C degrees Cel
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APPENDIX B SOP B1.1 Borehole and Sa
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APPENDIX B 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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