KIRTLAND AIR FORCE BASE ALBUQUERQUE, NEW MEXICO ...

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SECTION 3 3.3.1.1 Seismic Refraction Generalized Reciprocal Method Refraction (GMR-REF) is a surficial seismic refraction method that utilizes a sacrificially induced wave source to generate refracted waves off of subsurface structures and soil layers. Depending upon the type and frequency of the geophones (receiver) chosen for the survey, as well as the type of source wave generator, very thin structures and layers within the subsurface may be discernable. Subsurface soil conditions and relative density differences ultimately determine whether or not these layers or structures can be seen within the dataset. This survey allows for high resolution imaging of subsurface lithologic structure, which can affect LNAPL migration. In industry, seismic refraction is commonly used to define lithologic structure thousands of feet deep. In order to collect the GRM-REF data needed to characterize the source area at the Kirtland AFB site, a survey transect will be placed as near to the source area as possible, in an orthogonal geometry (i.e., an East / West and a North / South transect). Data from these two transects will be collected (“shot”) separately. Each seismic survey transect will consist of a 1,500-foot-long data collection cable, with 48 receiver (“take-out”) locations. A 48-channel array will be used for each transect, with a total length per array of approximately 1,500 ft. The shot locations will occur at a distance equal to three to five times the target depth, in this case resulting in the maximum offset being at least 1,500 to 2,500 feet beyond each end of the array—that is, beyond the first and last geophone. The offset allows the source wave to penetrate to at least the depth of the target and allows for the refracted waves from the subsurface density boundaries to travel back to the surface within the range of the data collection array. Shots will be taken at various distances both past the ends (offset) as well as within the array, to build-up the GRM REF cross-sectional dataset. At each data collection location along the data cable, typically two to three geophones would be used. This arrangement allows for the cancellation of random noise within the data set and serves to magnify the arrivals of the refracted waves. In addition, the field geophysicist will typically test several temporary filter settings in order to better discern the quality of the data that is being returned to the data collection array. The field data will be post-processed and cross sectional illustrations of the subsurface will be generated. The data will be vertically and laterally corrected as needed, using a combination of land survey (elevation) and Global Positioning System (GPS) data (horizontal). The GPS data will be initially in the field. When locations are final a surveyor licensed in the State of New Mexico will survey to an accuracy of 0.01 ft vertically and less than 1 ft horizontally. 3.3.1.2 Resistivity The induced polarization direct current resistivity (IP/DCRES) method entails a surficial application of electrical current to the ground. In this case, a direct current system will be used. This method typically collects two kinds of data at the same time. The first is the resistivity (RES) of the subsurface soil, and the second is the soil’s ability to be polarized (IP), or to hold a charge. RES data is used to discern changes in the soil’s electrical resistance to current flow, which is directly correlated to soil type. IP data is used to determine soil types that typically have greater ability to become oriented to the current flow, within the electron/atomic scale. This data is also directly correlated to soil types. The IP method has also been used to determine where nonconductive materials/fluids are present interstitially within the subsurface. Because of the high dielectric constant of petroleum hydrocarbons, they typically cause the electrons of the soil grains to remain oriented for a measurable period of time after the initial current is shut off, and thereby appear to give off a charge. This method has been used successfully to determine where LNAPL is present, with subsequent verification drilling and sampling. To collect IP/DCRES data at the BFF site, a geometry similar to that discussed above for the seismic survey will be used for the data collection arrays. Each array transect will include 56 stakes, each stake Kirtland AFB June 2010 Groundwater Investigation Work Plan BFF 3-3
SECTION 3 being both an electrical source as well as a data collection point. The transects will be approximately 1,850 feet in length. This distance is required to order to ensure that the data is collected to the depth of the target, or 500 feet. Typically the maximum spacing (distance between the source and receiver electrodes) is typically three times the depth of penetration needed to see the deepest target. A slightly larger distance is used for insurance. The field data will be post-processed, and cross sectional illustrations will be produced for both the IP and the DCRES data. Again, the data will be vertically and laterally corrected using a combination of land survey (elevation) and GPS data (horizontal) to an accuracy of 0.01 ft vertically and less than 1 ft horizontally, depending upon the GPS system used. In addition to the transects run in the BFF area, two transects will be run on the north end of the plume for the purpose of delineating the width of the LNAPL plume. 3.3.1.3 Limitations of Surface Geophysical Methods The methods described above are necessarily indirect surficial data collection techniques and results are dependent upon the geophysical characteristics of the subsurface materials. Ultimately, these characteristics will dictate the resolution and relative accuracy of the data collected. An initial evaluation of the limited subsurface data related to lithology at this site indicates that the site is a reasonable candidate for the implementation of these techniques. Extremely thin layers of clay and silt may not be discerned unless there is a clear and measurable density contrast between the layers. This includes the ability to discern NAPLs. Borehole data will be used to the maximum extent possible to correlate and calibrate the geophysical data with the subsurface lithologic structure. 3.3.2 Soil Borings/Drilling A total of 23 soil borings are included as part of this BFF Groundwater Work Plan. The 23 boreholes will be advanced for the purpose of installing 15 monitoring wells and 37 piezometers, which include 19 nested locations where two wells will be installed in the same borehole. The correlation of soil borings/wells proposed for the Groundwater Investigation Work Plan, as compared to borings/wells shown on Table 5 of the NMED letter from the Hazardous Waste Bureau, dated 2 April 2010, is shown on Table 3-2. The number and location of the proposed borings/wells, included in this Work Plan, were primarily selected to define the nature and extent of the LNAPL and groundwater dissolved-phase contaminant plumes. The boring/well designations are included in Table 3-2 and 3-3. The boring/well locations are shown on Figure 3-2. The 23 borings will be advanced to the following horizons: • Two boreholes advanced to the groundwater table (“A”) horizon. • Five boreholes advanced to the “B” horizon. • Sixteen boreholes advanced to the “C” horizon. The anticipated depth to groundwater is approximately 500 ft bgs. The anticipated depths of the groundwater table (“A”) horizon monitoring well borings and “B” and “C” horizon piezometer borings are 510, 550, and 590 ft bgs, respectively. These horizons were primarily selected to define the vertical nature and extent of the groundwater dissolved-phase plume and to establish vertical hydraulic gradients. DQOs have been developed to address potential changes in well completion depths/screened intervals based on contaminant concentrations. NMED will be notified regarding any deviations in well constructions per Section 4.0. Kirtland AFB June 2010 Groundwater Investigation Work Plan BFF 3-4
Page 1 and 2: KIRTLAND AIR FORCE BASE ALBUQUERQUE
Page 3 and 4: DOCUMENT CERTIFICATION REPORT DOCUM
Page 5 and 6: DOCUMENT CERTIFICATION THIS PAGE IN
Page 7 and 8: CONTENTS 3.3.7 Groundwater and LNAP
Page 9 and 10: FIGURES FIGURES 2-1 Site Location M
Page 11 and 12: ACRONYMS AND ABBREVIATIONS ACRONYMS
Page 13 and 14: THIS PAGE INTENTIONALLY LEFT BLANK
Page 15 and 16: SECTION 1 1.1 Objectives and Scope
Page 17 and 18: SECTION 2 2.1 Site Description 2. B
Page 19 and 20: SECTION 2 • From roughly 86 ft bg
Page 21 and 22: SECTION 2 2.4.2 Investigative Resul
Page 23 and 24: SECTION 2 previous sampling results
Page 25 and 26: SECTION 2 the soils. Only that part
Page 27 and 28: SECTION 2 gpd. Investigating and re
Page 29: SECTION 3 3.2 Quality Assurance/Qua
Page 33 and 34: SECTION 3 3.3.4 Groundwater Monitor
Page 35 and 36: SECTION 3 piezometers. Groundwater
Page 37 and 38: SECTION 4 association meetings are
Page 39 and 40: REFERENCES US Environmental Protect
Page 41 and 42: TABLES Table 2-1. Hydrostratigraphi
Page 43 and 44: TABLES Table 3-2 Proposed Installat
Page 45 and 46: TABLES Installation ID Installation
Page 51 and 52: Figures
Page 53 and 54: SAN METEO SAN PEDRO 1540886 1541386
Page 55 and 56: Source: CH2M HILL 2009 Figure 2-4
Page 57 and 58: Source: CH2M HILL 2009 Figure 2-6
Page 59 and 60: CONCEPTUAL SITE MODEL Figure 2-8 So
Page 61 and 62: SAN METEO SAN PEDRO 1540672 1541172
Page 63 and 64: Figure 3‐3 Typical Soil Vapor Mon
Page 65 and 66: Appendix A NMED Guidance: NMED TPH
Page 67 and 68: A TPH screening guideline was calcu
Page 69 and 70: potential indoor air impacts from s
Page 71 and 72: Appendix B Project Schedule
Page 73 and 74: Appendix C Preliminary Report Outli
Page 75 and 76: Appendix D Base-Wide Plans for Inve
Page 78 and 79: 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 Gravely soils are identi
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APPENDIX B Stratification Stratific
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APPENDIX B Hardness The hardness of
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APPENDIX B Igneous rock classificat
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APPENDIX B Figure B1.1-1. Typical B
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APPENDIX B Figure B1.1-1. Typical B
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APPENDIX B Figure B1.1-2. The Unifi
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APPENDIX B SOP B1.2 Borehole Geophy
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APPENDIX B Waveforms obtained at ea
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APPENDIX B The borehole induction s
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APPENDIX B SOP B1.3 Monitoring Well
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APPENDIX B finished wells shall als
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APPENDIX B Figure B1.3-1. Overburde
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APPENDIX B Figure B1.3-2. Overburde
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APPENDIX B Figure B1.3-3. Double Ca
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APPENDIX B Figure B1.3-4. Double Ca
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APPENDIX B Chemical application The
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APPENDIX B Figure B1.4-1. Well Deve
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APPENDIX B Figure B1.4-1. Well Deve
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APPENDIX B Figure B1.5-1. Well Aban
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APPENDIX B SOP B1.6 Temporary Well-
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APPENDIX B SOP B1.7 Soil Gas Invest
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APPENDIX B If instrument blanks ind
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APPENDIX B SOP B1.8 Surficial Geoph
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APPENDIX B Relevant notes, remarks
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APPENDIX B Magnetic Surveys useful
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APPENDIX B SOP B1.9 Land Surveys A
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APPENDIX B SOP B1.10 Meteorological
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APPENDIX B SOP B1.11 Equipment Deco
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APPENDIX B Personal Protective Equi
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APPENDIX B SOP B2.1 Sediment Sampli
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APPENDIX B SOP B2.2 Surface Soil Sa
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APPENDIX B SOP B2.3 Subsurface Soil
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APPENDIX B Wear appropriate PPE as
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APPENDIX B the Classification of Ro
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APPENDIX B Using soil removed from
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APPENDIX B Collect and manage all w
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APPENDIX B SOP B2.4 Test Pit Sampli
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APPENDIX B SOP B2.5 Sample Homogeni
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APPENDIX B SOP B3.1 Photoionization
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APPENDIX B SOP B3.2 Methods for Usi
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APPENDIX B The rate of migration th
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APPENDIX B easily be penetrated wit
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APPENDIX B the identification or qu
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APPENDIX B SOP B3.3 Headspace Scree
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APPENDIX B the drawdown shall not e
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APPENDIX B Sample Collection Once r
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APPENDIX B Figure B4.1-1. Well Purg
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APPENDIX B Table B4.1-1. Quick Conv
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APPENDIX B SOP B4.2 Potable Water S
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APPENDIX B SOP B4.3 Surface Water S
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APPENDIX B SOP B4.4 Field Filtratio
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APPENDIX B SOP B5.1 pH The followin
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APPENDIX B SOP B5.2 Specific Conduc
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APPENDIX B SOP B5.3 Water Temperatu
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APPENDIX B SOP B5.4 Dissolved Oxyge
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APPENDIX B SOP B5.5 Oxidation-Reduc
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APPENDIX B SOP B5.6 Water Levels Wa
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APPENDIX B Figure B5.6-1. Groundwat
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APPENDIX B SOP B5.7 Aquifer Testing
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APPENDIX B Packer Testing Procedure
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APPENDIX B All measurements and obs
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APPENDIX B Figure B5.7-1a. Aquifer
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APPENDIX B Figure B5.7-1b. Aquifer
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APPENDIX B Figure B5.7-2. Pump Test
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APPENDIX B SOP B6.1 Drum Sampling F
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APPENDIX B SOP B6.2 Tank Sampling F
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APPENDIX B SOP B6.3 Wipe Sampling T
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APPENDIX B SOP B6.4 Concrete Sampli
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APPENDIX B SOP B6.5 Air Sampling/Ai
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APPENDIX B SOP B7.1 Approved Backgr
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APPENDIX B Table B7.1-1. Approved B
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APPENDIX B SOP B7.2 Use of NMED Soi
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APPENDIX B Table B7.2-1. NMED Soil
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APPENDIX B Table B7.2-1. NMED Soil
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APPENDIX B SOP B7.3 Radioactively-C
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APPENDIX B Material used by the Air
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APPENDIX C APPENDIX C Quality Assur
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APPENDIX C CONTENTS Section Page Ta
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APPENDIX C CONTENTS (Concluded) Sec
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APPENDIX C TABLES Table Page Table
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APPENDIX C ACRONYMS AFB AFCEE ASTM
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APPENDIX C 1. INTRODUCTION This Bas
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APPENDIX C 2. PROJECT DESCRIPTION 2
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APPENDIX C 3. PROJECT ORGANIZATION
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APPENDIX C 2.7 Safety Professional
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APPENDIX C 4. QUALITY ASSURANCE OBJ
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APPENDIX C 4.1.4 Accuracy Accuracy
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APPENDIX C procedures that may resu
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APPENDIX C 5. FIELD INVESTIGATION P
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APPENDIX C Table 5-1. Sample Requir
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APPENDIX C Table 5-2. Sample Requir
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APPENDIX C 6. SAMPLE CUSTODY AND RE
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COMP GRAB PRESERVATIVE PRESERVATIVE
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APPENDIX C sections. The data packa
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APPENDIX C 7. CALIBRATION PROCEDURE
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APPENDIX C Geophysical surveying eq
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APPENDIX C 8. ANALYTICAL PROCEDURES
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APPENDIX C 9. INTERNAL QUALITY CONT
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APPENDIX C basis and at a frequency
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APPENDIX C 10. DATA VALIDATION, RED
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APPENDIX C Numerical value and unit
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APPENDIX C 11. PERFORMANCE AND SYST
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APPENDIX C 12. PREVENTIVE MAINTENAN
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APPENDIX C 13. DATA ASSESSMENT The
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APPENDIX C An independent team (ind
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APPENDIX C 14. CORRECTIVE ACTION Co
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APPENDIX C Figure 14-1. Nonconforma
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APPENDIX C 2.44 Data Validation and
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APPENDIX C 15. QUALITY ASSURANCE RE
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APPENDIX C Discussion of qualified
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APPENDIX C REFERENCES Air Force Cen
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APPENDIX D APPENDIX D Data Manageme
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APPENDIX D CONTENTS Contents Page T
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APPENDIX D TABLES Tables Page Table
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APPENDIX D ACRONYMS AFB AFCEE ASTM
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APPENDIX D 1. INTRODUCTION 1.1 Purp
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APPENDIX D 2. DATA QUALITY OBJECTIV
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APPENDIX D 3. PARTICIPANTS AND RESP
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APPENDIX D Table 3-1. Participants
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APPENDIX D 4. DATA MANAGEMENT SYSTE
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APPENDIX D The purpose of data revi
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APPENDIX D Compound identification
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APPENDIX D Sample ID Sample Depth (
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APPENDIX D LDI SLXI WCI GWD SAMP CA
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APPENDIX D REFERENCES AFCEE 1993. H
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APPENDIX E APPENDIX E Waste Managem
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APPENDIX E CONTENTS Section Page Ta
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APPENDIX E TABLES Table Page Table
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APPENDIX E ACRONYMS AFB AOC ACM ARA
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APPENDIX E 1. INTRODUCTION This doc
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APPENDIX E Not excluded from regula
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APPENDIX E ― Maintain or construc
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APPENDIX E 2. REGULATORY REQUIREMEN
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APPENDIX E EPA Hazardous Waste Code
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APPENDIX E 3. WASTE MANAGEMENT CONT
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APPENDIX E Special wastes (PCS and
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APPENDIX E hazardous waste will imm
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APPENDIX E Figure 3-1. Typical Haza
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APPENDIX E 4. SUMMARY OF EXPECTED I
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APPENDIX E Table 4-1. Waste Managem
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APPENDIX E which allows waste to be
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APPENDIX E 5. HAZARDOUS WASTE GENER
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APPENDIX E 5.2.4.3 Radioactive Wast
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APPENDIX E 5.3.4.1 Special Waste Al
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APPENDIX E ― Waste profile sheets
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APPENDIX E copies of manifests from
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APPENDIX E REFERENCES USAF 1996. Ra
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APPENDIX F APPENDIX F Base-wide Hea
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APPENDIX F CONTENTS Table Page Acro
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APPENDIX F CONTENTS (Concluded) Sec
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APPENDIX F ACRONYMS ACGIH AFB AHA A
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APPENDIX F 1. INTRODUCTION 1.1 Purp
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APPENDIX F 2. PROJECT ORGANIZATION
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APPENDIX F Ensure that Contractor e
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APPENDIX F Provide updated document
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APPENDIX F 3. SITE HISTORY AND DESC
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APPENDIX F 4. POTENTIAL HAZARDS The
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APPENDIX F symptoms of heat stress,
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APPENDIX F irrational or stuporous
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APPENDIX F pounds. Objects heavier
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APPENDIX F All circuit breaker pane
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APPENDIX F SHSS will identify these
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APPENDIX F When using a hammer wear
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APPENDIX F All unattended boreholes
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APPENDIX F Minimize shock loading o
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APPENDIX F Apply an adequate amount
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APPENDIX F All personnel involved i
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APPENDIX F To avoid battery explosi
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APPENDIX F distances that heavier e
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APPENDIX F as discussed here refer
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APPENDIX F 5. ACTIVITY HAZARD ANALY
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APPENDIX F 6. PERSONAL PROTECTIVE E
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APPENDIX F Coveralls (outer), chemi
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APPENDIX F 7. AIR, NOISE, AND OTHER
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APPENDIX F 8. SITE CONTROL The PM,
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APPENDIX F 8.2.3 Equipment Decontam
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APPENDIX F 9. MEDICAL SURVEILLANCE
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APPENDIX F 10. SAFETY CONSIDERATION
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APPENDIX F 10.2.2 Housekeeping Clea
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APPENDIX F Shut off and bleed down
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APPENDIX F Protect your hands and f
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APPENDIX F 10.2.16 Electricity Keep
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APPENDIX F 11. DISPOSAL PROCEDURES
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APPENDIX F 12. EMERGENCY RESPONSE P
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APPENDIX F 12.5.3 Medical Emergency
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APPENDIX F safe environment. In the
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APPENDIX F Each SHSP may specify ad
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APPENDIX F 13. TRAINING In accordan
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APPENDIX F 14. LOGS, REPORTS, AND R
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APPENDIX F 15. FIELD PERSONNEL REVI
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APPENDIX F 16. REFERENCES Occupatio
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APPENDIX G APPENDIX G Construction
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APPENDIX G CONTENTS Section Page 1.
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APPENDIX G 1. INTRODUCTION TO CONST
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APPENDIX H APPENDIX H Permitting Pl
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APPENDIX H CONTENTS Section Page 1.
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APPENDIX H 1. PERMIT CONSIDERATIONS
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APPENDIX H Permit Type Agency Conta
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APPENDIX H Permit Type Agency Conta
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APPENDIX I APPENDIX I Community Rel
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APPENDIX J APPENDIX J Land Use Plan
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APPENDIX J APPENDIX K Document Cont
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