KIRTLAND AIR FORCE BASE ALBUQUERQUE, NEW MEXICO ...

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BASE-WIDE PLAN 3. BASELINE ENVIRONMENTAL CONDITIONS This section provides a description and maps of Kirtland AFB baseline environmental conditions of meteorology, geology, and hydrogeology at Kirtland AFB for use and reference in project-specific work plans. 3.1 Kirtland AFB Description Kirtland AFB is located southeast of Albuquerque, New Mexico, adjacent to and east of the Albuquerque International Airport. The base is within Bernalillo County and has a total area of 52,287 acres. Figure 3-1 depicts the base and its surrounding areas. Kirtland AFB is bounded on the east by the Cibola National Forest, on the south by the Isleta Indian Reservation, and to the north and west by the city of Albuquerque. The Isleta Indian Reservation land adjacent to the southern boundary of the base is undeveloped. Another undeveloped parcel of land (approximately 11,500 acres) owned by the state of New Mexico lies adjacent to the western border of the southern portion of the base. The mission of Kirtland AFB is diverse and encompasses facets of aviation training, academics, technical training, supply depot, defense-readiness flying, and research and development. Waste generation has resulted from petroleum, oils, and lubricants, solvents, and other materials, including radioisotopes used to support these base missions. Table 3-1 provides a summary of historical operations at Kirtland AFB and activities that have used or generated hazardous substances. Figure 3-2 shows the current ERP sites at Kirtland AFB. 3.1.1 Meteorology The climate of Kirtland AFB and the surrounding vicinity is classified as "arid continental." The mean annual precipitation is 8.4 inches and the mean annual snowfall is 1.25 inches. The average monthly precipitation in the Albuquerque area varies from less than 1 inch (November through March) to over 1.25 inches in July and August. Winters are typically dry with monthly snowfalls seldom exceeding 3 inches. Snow generally melts within 24 hours outside of the mountain areas. Typically, summer rains in the form of brief but locally heavy thunderstorms account for almost half of the annual moisture. Potential evapotranspiration (evaporation occurring when no soil-water deficit exists) for the Albuquerque area is 30.9 inches. Actual evapotranspiration has been determined to be about 95 percent of precipitation in the climatic regime, with the remaining five percent divided equally between runoff and recharge. Meteorological data collected at the Albuquerque International Airport show that the prevailing wind direction from May through October is south or southeast and the mean wind speed is seven to nine knots. From November through April the prevailing wind direction is north or northeast and the mean wind speed is 6 to 9 knots. Flooding is not a common occurrence at Kirtland AFB; however, localized flooding may occur for brief periods where surface drainage is confined within erosional features such as arroyos. 3.1.2 Geology The geology of the Kirtland AFB area is complex and varied based on the regional geology. The eastern portion of the base is mountainous with elevations reaching 7,900 feet (ft). These mountains are partially Kirtland Air Force Base Base-Wide Plans for the Environmental Restoration Program 7 April 2004
BASE-WIDE PLAN composed of Precambrian crystalline and Paleozoic marine carbonate rock. The western portion of the base lies within the Albuquerque-Belen Basin. Geologic features in this area of the basin include travertine and unconsolidated and semi-consolidated pediment deposits; and aeolian, lacustrine, and stream channel deposits. In general, the surficial geology is characterized by recent deposits (i.e., mixtures of sandy silt and silty sand with minor amounts of clay and gravel), Ortiz gravel (i.e., alluvial pediment sand and gravel deposits), and the Santa Fe Group (i.e., a mixture of sand, silt, clay, gravel, cobbles, and boulders). A geologic map of Kirtland AFB and the surrounding area is depicted in Figure 3-3. Generally, unconsolidated geologic units dominate the northern and western portions of Kirtland AFB; consolidated units predominate in the eastern half of the base. Kirtland AFB lies within the eastern portion of the Albuquerque-Belen structural basin that contains the through-flowing Rio Grande river. The basin is approximately 90 miles long and 30 miles wide. The deposits within the Albuquerque-Belen Basin consist of interbedded gravel, sand, silt, and clay. The thickness of basin-fill deposits in most of the basin is greater than 3,000 ft, although the thickness varies considerably because of the large amount of faulting in the basin. The geologic materials of primary importance within the basin are the Santa Fe Group and the piedmont slope deposits. The Santa Fe Group is comprised of beds of unconsolidated to loosely consolidated sediments and interbedded volcanic rocks. The materials range from boulders to clay and from wellsorted stream channel deposits to poorly sorted slopewash deposits. Coalescing alluvial fans of eroded materials from the surrounding mountains were deposited unconformably over the Santa Fe Group, extending westward from the base of the Sandia and Manzano Mountains to the eastern edge of the Rio Grande floodplain. The fan sediments range from poorly sorted mudflow material to well-sorted stream gravel, and the beds consist of channel fill and interchannel deposits. The fan deposits range in thickness from 0 to 200 ft and thicken toward the mountains. Kirtland AFB is located near the western edge of the Manzaño uplift, near a zone of pervasive faulting at the uplift margin. This fault zone is approximately 35 miles long and 2 miles wide. The Hubbell Springs fault exhibits outstanding fault scarps in the area. The Hubbell Springs fault is significant due to its apparent control over groundwater movement. It has been reported that east of the fault, depths to groundwater are generally less than 100 ft. Springs have been observed along the fault alignment. West of the Hubbell Springs fault, depths to groundwater abruptly increase to 400 ft to 500 ft below the ground surface. Surface soils consist predominantly of well-drained gravelly sands containing varying amounts of silts and clays. The following associations and their geologic attributes have been mapped within Kirtland AFB: Deep Soils on Flood Plains and Dissected Terraces ― Gila-Vinton-Brazito Association, consisting of well-drained loamy soils ― Bluepoint-Kokan Association, which consists of sandy, gravelly soils Kirtland Air Force Base Base-Wide Plans for the Environmental Restoration Program 8 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
Page 39 and 40: REFERENCES US Environmental Protect
Page 41 and 42: TABLES Table 2-1. Hydrostratigraphi
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Page 45 and 46: TABLES Installation ID Installation
Page 51 and 52: Figures
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Page 55 and 56: Source: CH2M HILL 2009 Figure 2-4
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Page 59 and 60: CONCEPTUAL SITE MODEL Figure 2-8 So
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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
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Page 75 and 76: Appendix D Base-Wide Plans for Inve
Page 78 and 79: BASE-WIDE PLAN CONTENTS Section Pag
Page 80 and 81: BASE-WIDE PLAN FIGURES Section Page
Page 82 and 83: BASE-WIDE PLAN ACRONYMS AFB AFCEE C
Page 84 and 85: BASE-WIDE PLAN 1. INTRODUCTION Kirt
Page 86 and 87: BASE-WIDE PLAN 2. PROJECT MANAGEMEN
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Page 92 and 93: BASE-WIDE PLAN Figure 3-1. Kirtland
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Page 96 and 97: BASE-WIDE PLAN Figure 3-2. Location
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Page 106 and 107: BASE-WIDE PLAN REFERENCES Allen, H.
Page 108 and 109: APPENDIX A APPENDIX A Field Samplin
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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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