KIRTLAND AIR FORCE BASE ALBUQUERQUE, NEW MEXICO ...

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APPENDIX B SOP B1.4 Monitoring Well Development General Monitoring Well Development Monitoring well development shall be preformed within one week after installation but no sooner than 48 hours after grout installation. The following procedure should be followed for the development of all newly installed wells on Base: Initial development will consist of swabbing, bailing, and pumping until little or no sediment enters the well (approximately 2 hours). Contain the development and purge water in a temporary tank to be installed at each wellhead. Following initial development, the well will be continuously pumped using an electric submersible, or pneumatic drive positive displacement or bladder pump. Temperature, pH, specific conductivity and turbidity will be monitored during pumping, and readings will be taken after every well volume is purged. Pumping will continue until these parameters have stabilized (less than 0.2 pH units or a 10 percent change for the other parameters between 4 consecutive readings) and the water is clear and free of fines. The main goal of well development is to reduce the turbidity to less than 10 NTUs (however, under 100 NTUs is acceptable). If these parameters have not stabilized after 4 hours of continuous pumping, the well will be allowed to sit overnight and development will continue the following day for a maximum of two hours. If the turbidity still does not fall below 100 NTUs, the client project geologist will be contacted and further direction will be sought. Once development is complete a sample of the purge water will be collected for waste characterization purposes. If the addition of water is necessary to facilitate surging and bailing, only formation water previously pumped from that well into the purge tank may be used. At the completion of the well development activities at each well, a sample from the well will be collected and immediately photographed to document the results of the procedure. The photograph will be a 35-mm color photo, and submitted as part of the well installation diagram. The photograph shall be a suitably back-lit close up which shows the clarity of the water. Fines remaining in the water shall not be allowed to settle out prior to taking the photograph, the depth of any sediment which collects in the bottom of the jar after the sample is allowed to settle shall be noted on the Well Construction Diagram (USACE Geology SOS). The site geologist will monitor and record on the well development record form, depicted in Figure B4.1-1, and in the field log book all field parameters such as pumping rates, pH, temperature, specific conductance and pertinent information. Monitoring Well Development using Phosphate-Free Dispersant Phosphate-Free Dispersant (PFD) can be used during the development of wells that were drilled using mud rotary techniques. A PFD disperses mud, sediment, and clay from the producing formation and filter pack within the screened interval. The removal of these blocking agents may potentially increase well productivity and reduce the total development time. The following parameters should be known prior to treatment: Well diameter Kirtland AFB SOPs for Field Investigations B-47 April 2004
APPENDIX B Length of screened interval Depths of screened intervals Depth to water Total depth of well Surface completion of well Treatment length The above parameters will determine the size and type = of injection equipment required to introduce the PFD/water solution into the well. This SOP is applicable to the use of Aqua-Clear PFD. Chemical mixing Solution preparation is accomplished using the following procedures: To determine the amount of Aqua-Clear PFD to use, perform this simple calculation: Aqua-Clear PFD (gallons) = 0.002 x water volume in screened interval (gallons). The recommended concentration of Aqua-Clear PFD is 0.2% by volume. This equates to 1 gallon of Aqua-Clear PFD for every 500 gallons of water. Due to the high viscosity of the Aqua-Clear PFD, it is necessary to pre-mix the dispersant with water (from an approved source) at the surface before injecting the solution into the well. This pre-mix solution should be of an adequate volume to allow even distribution throughout the treatment zone, and dictates the size of the injection equipment to be used. This pre-mix solution could be anywhere from 50 to 300 gallons and will be determined onsite. The concentration of the solution will be stronger than the recommended concentration to ensure there is enough Aqua-Clear PFD in the pre-mix solution to achieve the desired concentration of 0.2% in the treatment zone when mixed with water. To determine the volume of water required to prepare the pre-mix solution, perform the following calculations: Well Volume (gallons) = r 2 h(7.48) x 2 Where: r = casing radius in feet (ft) h = height of water column associated with treatment length (ft) This calculation takes into account the screen-area casing volume, water in the filter pack, and water in the formation interface. Use this volume in the calculation to determine the amount of Aqua-Clear PFD to be used (step 1). The manufacturer recommends doubling the calculated volume. Kirtland AFB SOPs for Field Investigations B-48 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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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 158 and 159: APPENDIX B Hardness The hardness of
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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
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Page 182 and 183: APPENDIX B Figure B1.3-3. Double Ca
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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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Page 194 and 195: APPENDIX B SOP B1.5 Monitoring Well
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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
Page 202 and 203: APPENDIX B If instrument blanks ind
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Page 206 and 207: APPENDIX B Relevant notes, remarks
Page 208 and 209: APPENDIX B Magnetic Surveys useful
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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Page 218 and 219: APPENDIX B SOP B2.1 Sediment Sampli
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Page 222 and 223: APPENDIX B SOP B2.3 Subsurface Soil
Page 224 and 225: APPENDIX B Wear appropriate PPE as
Page 226 and 227: APPENDIX B the Classification of Ro
Page 228 and 229: APPENDIX B Using soil removed from
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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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