KIRTLAND AIR FORCE BASE ALBUQUERQUE, NEW MEXICO ...

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APPENDIX B SOP B1.3 Monitoring Well Installation Different methods exist for the installation of monitoring wells. This SOP outlines the suggested procedure currently implemented on Base that is proven reliable for successful installation of problemfree monitoring wells. Any deviations from this procedure must be addressed in the project-specific plan must include an approved site-specific SOP.. The monitoring well program is designed to provide groundwater sampling points onsite as well as upgradient and downgradient of the site so that groundwater contamination may be characterized. Figures B1.3-1, B1.3-2, and B1.3-3 illustrate typical construction details for three types of monitoring wells, an overburden monitoring well, a double-cased monitoring well, and a double-cased open hole bedrock monitoring well. Monitoring Well Installation Procedure Proposed monitoring wells will be installed in accordance with the following procedure: Wear appropriate PPE as specified in the BWHSP (Appendix F of the BWP) and the SSHP. Drill borehole to the total depth using an air rotary casing hammer (ARCH) or drill rig (bit size of 8 or 10 inches). Temporary surface casing to the water table may be used to stabilize the upper portion of the drill hole, but casing must be removed as filter pack and bentonitecement grout are installed. The appropriate depth will be determined in the field and is dependent on the occurrence of significant water. If significant groundwater is encountered during drilling, drilling will cease, and the hole will be allowed to equilibrate for approximately 1 hour. If a determination is made that the upper-most perched aquifer (or regional if it is determined to be the upper-most aquifer) has been reached, well installation will be completed within this zone. Soil samples will be collected at specified intervals as detailed in the project-specific addenda. Split-spoon samples may be screened for volatile organic compounds using the real-time air monitoring equipment. Saturated soil samples may be checked for permeability in order to establish the best interval for screen placement. One sample from each well in the screened depth may be collected for geotechnical parameters. Well construction will require flush-threaded Schedule 80 polyvinyl chloride (PVC) casing and 25 to 40 ft of 0.01-inch Schedule 80 slotted screen with a 5-ft sump. The length of the screen will be determined based on pending discussion with the New Mexico Environment Department (NMED). The well diameter will be specified in the project-specific plan. For a 4-inch diameter well the borehole will be drilled with 11 ¾-inch outer-diameter drive casing to 200 ft bgs. Collect and log soil cuttings at 5- to 10-ft intervals or at changes in lithology. Cutting samples will be collected from the cyclone. Install 200 ft of 9 5/8-inch casing inside the 11 ¾-inch casing and advance the 9 5/8-inch casing to approximately 400 ft bgs. Collect and log soil cuttings at 5- to 10-ft intervals or at changes in lithology. Kirtland AFB SOPs for Field Investigations B-35 April 2004
APPENDIX B If the boring is overdrilled beyond the bottom of the proposed sump elevation by more than 10 ft, backfill the borehole with filter pack material to an elevation approximately 5 ft below the proposed bottom of sump elevation Use a 5-ft PVC sump, 25-40 ft of 0.01-inch PVC slotted screen, and blank casing to the top of the well stick-up. The top of the screened interval will be at least 5 ft above the existing water table. The sump will extend 5 ft below the bottom of the screened interval. Centralizers will be installed at 40-ft intervals and at the top and bottom of the screened interval in all wells deeper than 50 ft. Once the casing has been slowly removed from the borehole, backfill the borehole and annular space from a maximum of 1 ft below the bottom of the sump to a minimum of 2 ft above the well screen with a filter pack (10/20 silica sand). The filter pack will be placed using a tremie pipe to avoid bridging and ensure a continuous filter pack throughout the screened interval of the well. Next, a bentonite chip seal will be installed for a thickness of 10–20 ft and hydrated with potable water every 1 ft to ensure a competent seal. The thickness of the seal will be dependent on the lithology of the aquifer formation such that the bentonite seal extends form the top of the filter pack to within 5 ft of the most consolidated uit above the water table. The bentonite seal will be a minimum thickness of 5 ft. Installation of a thicker bentonite seal is currently used for monitoring wells at the Kirtland AFB to ensure that there will be no intrusion of grout from above the seal into the filter pack material below the seal. Install a 20 percent high solids bentonite grout mixture over the bentonite seal using a tremie pipe. The mixture will consist of 20 percent by weight of sodium bentonite powder. Install the bentonite grout to within 30 to 50 ft of the surface. The high-solids bentonite grout is currently and successfully used for well installation at the base to inhibit intrusion of grout into the well‘s filter pack and screen. To the surface, install a cement/bentonite grout mixture over the high-solids bentonite grout using a tremie pipe. The mixture will consist of 94 pounds of Portland cement to 7 gallons of approved water and 3 percent by weight of sodium bentonite powder. Install an 8-inch by 5-ft protective round steel casing and a 4-ft by 4-ft by 4-inch concrete pad mounded in such a way as to direct surface runoff from the casing. Install 4-inch by 5-ft steel bollards around each well on the outside of the concrete pad. Drill a drain hole in the protective casing above the concrete surface. In locations subject to freezing, the finished pad must be designed to resist damage caused by frost heaving. An approximate stick-up height of 3 ft is required for each well to accommodate the dedicated pump system. The well will be equipped with a security lock. All locks will be keyed alike. The well will be tagged with a corrosion-resistant identification stamped on the protective casing which identifies the well number, depth, date of installation, and the adjusted top of casing elevation. The well will also be clearly designated as a monitoring well. The casing will be coated with protective paint as required by the base. Some wells may have to be finished flush with the ground or pavement if they are in areas of heavy traffic. This requirement shall be stipulated in the project specific addenda. Flush Kirtland AFB SOPs for Field Investigations B-36 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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Page 136 and 137: APPENDIX A The identity of each sam
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Page 140 and 141: APPENDIX B APPENDIX B Standard Oper
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Page 152 and 153: APPENDIX B SOP B1.1 Borehole and Sa
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Page 178 and 179: APPENDIX B Figure B1.3-1. Overburde
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Page 198 and 199: APPENDIX B SOP B1.6 Temporary Well-
Page 200 and 201: APPENDIX B SOP B1.7 Soil Gas Invest
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Page 210 and 211: APPENDIX B SOP B1.9 Land Surveys A
Page 212 and 213: APPENDIX B SOP B1.10 Meteorological
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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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