KIRTLAND AIR FORCE BASE ALBUQUERQUE, NEW MEXICO ...

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APPENDIX B SOP B1.1 Borehole and Sample Logging Drilling Logs and Documentation Each boring will be fully described on a boring log similar or equivalent to that shown in Figure B1.1-1 and in accordance with ASTM D5434. The rig geologist will log the boring as it is being drilled by recording relevant data, listed below, on either the appropriate boring log or in a bound field logbook. Boring log forms may be transcribed from a field logbook, but must be completed at a minimum on a weekly basis. Data that will be included in the logs, when applicable, are: Identifying number and location of each boring. All measurements shall be accurate to one-tenth of a foot. Drilling logs and other scaled drawings should be drawn at a scale of 1 inch = 1 foot. (note: for wells deeper than 200‘, the scale may be adjusted to a more practical ratio. In addition, if sampling intervals are greater than 10 ft. apart the log can be represented with breaks in order to skip unlogged intervals) Soil classifications in accordance with the USCS. These classifications will be prepared in the field by the geologist and will be subject to revision based on laboratory tests or subsequent review. Rock classifications in accordance with the procedures and guidelines described in the below section on Rock Classification. A full description of soil samples. For split-spoon, thin wall, soil core, or otherwise intact samples, the description will include but not be limited to the USCS two-letter classification, plus a more complete verbal description of color, consistency, soil moisture, grain size and size distribution. Depth limits, type and number of each sample taken. All samples will be numbered consecutively. The number of blows required for each 6-inch penetration of split-spoon sampler and for each 12-inch penetration of casing; hammer weight and length of fall for split-spoon or driven samplers; hydraulic pressure used to push thin-wall tubes. If thin-wall tubes are pushed manually, that will be indicated. The start and finish times for all rock coring runs including a description and depth of any drilling anomalies such as voids, loss of fluids or air, odors, etc. Depth to water as first encountered during drilling, along with the method of determination. Any distinct water-bearing zones below the first zone also will be noted. Other observations during drilling will also be noted, such as bit chatter, rod binding, rod drops, flowing or heaving sands, bit pressure, rod rotations per minute, and water pressure. If drilling fluid is used, the fluid losses, interval over which they occur and the quantity losses, lost will be recorded. Kirtland AFB SOPs for Field Investigations B-13 April 2004
APPENDIX B A general description of the drilling equipment used. This description, including such information as rod size, bit type, pump type, rig manufacturer, and model, may be provided in a general legend. Dates and times of start and completion of boring. Names of Contractor, driller and rig geologist. Size and length of casing or auger used in each borehole. Observations of visible contamination for each sample or from cuttings that appear contaminated. Field instrument readings. As the boring is drilled, the rig geologist will evaluate adjacent samples recovered, together with observation of the drill cuttings, wash water (if any), drill performance, etc., to determine appropriate stratigraphic definitions or distinctions within the soil column. Such contacts or breaks between strata must be determined by the rig geologist and indicated on the boring log. If such information is not provided, the ―log‖ is nothing more than a listing of individual sample descriptions. In general, a stratigraphic unit contains only similar soils which can be classified within the same two-letter USCS classification category symbol. In some cases, significant differences in soil color, grain size distribution, strength, etc., would be sufficient to classify soils having the same two-letter USCS classification category symbol into two or more distinct strata. After the rig geologist has indicated the appropriate stratigraphic breaks on the log, he/she should develop and record an appropriate description for each defined stratigraphic unit. Each description should contain information about the color, grain size distribution, consistency, moisture, etc., and the appropriate two-letter USCS classification category symbol. Classification of Soils All classification data should be written directly on the boring log (if there is enough space) or in a field logbook. The method of deriving the classification should be described, or reference to this guideline or other manuals should be made. Handling of samples during soil classification should be coordinated with chemical sampling activities, if appropriate. USCS Classification Soils are to be classified according to the USCS (ASTM D2487). This method of classification is detailed in Figure B1.1-2. This method of classification identifies soil types on the basis of grain size and liquid limits, and categorizes them by two-letter symbols. In the USCS system, fine-grained soils, or fines, are classified as those which will pass through a No. 200 U.S. standard sieve [0.074 millimeter (mm)] and are of two types: silt ―M‖ and clay ―C‖. Some classification systems define size ranges for these soil particles, but for field classification purposes, they are identified by their respective behaviors only. Organic material ―O‖ is common component of soil but has no size range, and is recognized by its composition. Kirtland AFB SOPs for Field Investigations B-14 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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Page 106 and 107: BASE-WIDE PLAN REFERENCES Allen, H.
Page 108 and 109: APPENDIX A APPENDIX A Field Samplin
Page 110 and 111: APPENDIX A CONTENTS Section Page Ta
Page 112 and 113: APPENDIX A TABLES Table Page Table
Page 114 and 115: APPENDIX A ACRONYMS °C degrees Cel
Page 116 and 117: APPENDIX A 1. INTRODUCTION This Bas
Page 118 and 119: APPENDIX A 2. FIELD SAMPLING OBJECT
Page 120 and 121: APPENDIX A 3. DESIGN OF DATA COLLEC
Page 122 and 123: APPENDIX A Table 3-1. Activities As
Page 124 and 125: APPENDIX A probability. This techni
Page 126 and 127: APPENDIX A 4. SAMPLING EQUIPMENT AN
Page 128 and 129: APPENDIX A 4.3.3 Ambient Field Blan
Page 130 and 131: APPENDIX A 5. SAMPLE HANDLING AND A
Page 132 and 133: APPENDIX A 6. FIELD QA/QC PROGRAM T
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Page 136 and 137: APPENDIX A The identity of each sam
Page 138 and 139: APPENDIX A REFERENCES EPA 1986. RCR
Page 140 and 141: APPENDIX B APPENDIX B Standard Oper
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Page 144 and 145: APPENDIX B CONTENTS (Continued) Sec
Page 146 and 147: APPENDIX B TABLES Table B4.1-1. Qui
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Page 150 and 151: APPENDIX B ACRONYMS °C degrees Cel
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Page 166 and 167: APPENDIX B Figure B1.1-2. The Unifi
Page 168 and 169: APPENDIX B SOP B1.2 Borehole Geophy
Page 170 and 171: APPENDIX B Waveforms obtained at ea
Page 172 and 173: APPENDIX B The borehole induction s
Page 174 and 175: APPENDIX B SOP B1.3 Monitoring Well
Page 176 and 177: APPENDIX B finished wells shall als
Page 178 and 179: APPENDIX B Figure B1.3-1. Overburde
Page 180 and 181: APPENDIX B Figure B1.3-2. Overburde
Page 182 and 183: APPENDIX B Figure B1.3-3. Double Ca
Page 184 and 185: APPENDIX B Figure B1.3-4. Double Ca
Page 188 and 189: APPENDIX B Chemical application The
Page 190 and 191: APPENDIX B Figure B1.4-1. Well Deve
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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 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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