KIRTLAND AIR FORCE BASE ALBUQUERQUE, NEW MEXICO ...

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APPENDIX B All measurements and observations should be recorded in a field log book or on the form depicted in Figure B5.7-2. Pumping Phase Immediately before the pump is started, the water levels will be measured in all wells to determine the static water levels upon which all drawdowns will be based. These data and the time of measurement will be recorded on the forms depicted in Figure B5.7-2. Water pumped from an unconfined aquifer during a pumping test will be disposed of in such a way so that the aquifer is not recharged by infiltration during the test, as recharge would influence the results obtained. Also, if contaminated water is pumped during the test, the water will be managed in accordance with the project-specific addenda to the WMP (Appendix E of the BWP). The test pumping rate is highly dependent on aquifer conditions, and wells construction/development can range from less than 1 gallon per minute to hundreds of gallons per minutes. The well discharge should be measured frequently throughout the test and should be controlled to keep it as constant as possible after the initial excess discharge has been stabilized. This can be done by using a control valve. The tone or rhythm of the pump engine provides a check of performance. If there is a sudden change in tone, the discharge should be checked immediately and proper adjustments made to the control valve or to the engine speed if necessary. At least ten observations of drawdowns within each log cycle of time should be measured in the pumping well and observation wells. A continuous recorder on the nearest observation wells to the pumping well is extremely useful. A suggested schedule for measurements is as follows: 0 to 10 minutes—0.5, 1.0, 1.5, 2.0, 2.5, 3.0, 4, 5, 6.5, 8, and 10 minutes. It is important in the early part of the test to record with maximum accuracy the time at which readings are taken. 10 to 100 minutes—10, 15, 20, 25, 30, 40, 50, 65, 80 and 100 minutes. Then at 1- to 2-hour intervals to completion. Initially, there should be enough field personnel to station one person at each well used in the pumping test (unless a remote water-level measuring system and electronic data logger has been installed). After the first 2- hours of the pumping test, two people are usually sufficient to continue the test. The total pumping time for a test depends on the type of aquifer and degree of accuracy desired. Economizing on the period of pumping is not recommended. More reliable results are obtained if pumping continues until the cone of depression reaches a stabilized condition. The cone of depression will continue to expand at a slower rate until recharge of the aquifer equals the pumping rate and a steady-state condition is established. The time for steady-state flow to occur may vary from a few hours to years, although 1 to 3 days is most common. Under average conditions it is good practice to run the pumping phase of an aquifer test in a confined aquifer for at least 24 hours and in an unconfined aquifer for a minimum of 72 hours. A longer period of pumping may reveal the presence of boundary conditions not previously known. Preliminary field plotting of drawdown data should be conducted during the test to monitor how the test is progressing and how much longer it should be continued. If time or budget constraints preclude long-term aquifer tests, Kirtland AFB SOPs for Field Investigations B-143 April 2004
APPENDIX B shorter-term tests, 2- to 4-hours in length, can be used to estimate aquifer characteristics in some cases. Drawdowns may not be noted in observation wells during short-term tests, so discharge/drawdown data from the pumping well is critical. Recovery Phase When the pump is stopped at the conclusion of the pumping phase, the drawdown and time at which it was shut down are recorded on forms depicted in Figure B5.7-2. The rate of recovery of the water level in the wells will then be measured. The same procedure and time pattern for taking water levels is followed as at the beginning of a test. The recovery data should be recorded until water levels stabilize, or as long as possible within project constraints. Kirtland AFB SOPs for Field Investigations B-144 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 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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Page 262 and 263: APPENDIX B SOP B4.4 Field Filtratio
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Page 268 and 269: APPENDIX B SOP B5.3 Water Temperatu
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Page 290 and 291: APPENDIX B SOP B6.1 Drum Sampling F
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Page 294 and 295: APPENDIX B SOP B6.3 Wipe Sampling T
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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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