Source Zone Delineation Demonstration Report - Triad Resource ...

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8.0 REFERENCESBear, J. 1979. Hydraulics of Groundwater. McGraw-Hill, Inc., New YorkBenson, D.A. 1998. User’s Manual to VENT3D: A Three-Dimensional Multicompound, MultiphasePartitioning Vapor Transport Model. Desert Research Institute, University of Nevada, Reno, Nev.Burton, J.C. 1993. Expedited Site Characterization: A Rapid, Cost-Effective Process for Preremedial SiteCharacterization, Superfund XIV, Vol II, Hazardous Materials Research and Control Institue, Greenbelt,MD, 809-826.EPA. 2001. Development of Recommendations and Methods to Support Assessment of Soil VentingPerformance and Closure. EPA/600/R-01/070. United States Environmental Protection Agency, Office ofResearch and Development, Washington, DC.Goovaerts, P. 1997.York.Geostatistics for Natural Resource Evaluation. Oxford University Press, NewIsaaks, E. H., and R. M. Srivastava. 1989. Applied Geostatistics. Oxford University Press, New York.Jackson, R.E. and Mariner, P.E. 1995. Estimating DNAPL composition and VOC dilution from extractionwell data, Ground Water, 33:3, 407-414.Johnson, P.C., M.W. Kemblowski, and J.D. Colthart. 1990. Quantitative Analysis for the Cleanup ofHydrocarbon-Contaminanted Soils by In-Situ Soil Venting. Ground Water, 28:3, 413-429.MWH. 2002a. Draft Operable Units 5 and 12 Active Soil-Gas Survey Source Area Investigation Report,prepared for Hill Air Force Base, Utah (June).MWH. 2002b. Final Operable Units 5 and 12 Historical Land Use and Source Area Review, prepared forHill Air Force Base, Utah (March).Robbat, A. 1997. A Guideline for Dynamic Workplans and Field Analytics: The Keys to Cost-EffectiveSite Characterization and Cleanup, sponsored by President Clinton’s Environmental TechnologyInitiative, through the U.S. Environmental Protection Agency, Washington, DC.URS. 2002. Final Work Plan for the Source Zone Delineation Demonstration Operable Unit 12, preparedfor Hill Air Force Base, Utah (September).March 2003 8-1 OU 12 Demonstration ReportFinal
APPENDIX AField Analytical Results for the Wireline Soil Demonstration
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FinalSource Zone Delineation Demons
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EXECUTIVE SUMMARYThis report docume
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The SVE demonstration conducted in
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TABLE OF CONTENTSEXECUTIVE SUMMARY
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LIST OF FIGURESFigure ES-1 Iso-Conc
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Figure 5-38 Horizontal slices at fi
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LIST OF ACRONYMS AND ABBREVIATIONSA
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Hill Air Force BaseUtahRIVERDALEWeb
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Co-Team LeaderCo-Team LeaderURS Pro
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1.4 Report OrganizationThe remainin
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Davis-Weber CanalDetail AreaHillAir
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ANorthSouthU5-18864,580CROSS SECTIO
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Approx. LocationOf BarrelsInitial S
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Figure 3-2. Wireline locking and re
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3.3 DSITMS Soil AnalyticsDirect sam
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4.0 SOIL VAPOR EXTRACTION DEMONSTRA
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The equilibrium four-phase distribu
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3520 ft. from well, 3.5 cfmTCE in E
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The SVE system included piping from
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SVE Process System and On-Site DSIT
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Table 4-3. Summary of OU 12 SVE Ste
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3,000U12-VP1 Calibration Curve2,500
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5.0 RESULTS OF SOIL SAMPLING AND SV
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0U12-1802100U12-1803100U12-18051020
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0102030405060700U12-1804U12-1807102
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Figure 5-4. Soil samples collected
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298400298360Northing (ft)2983202982
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298400298360Northing (ft)2983202982
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The final TCE soil contamination mo
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298400298360Northing (ft)2983202982
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Figure 5-12. Isometric view, lookin
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An isometric view of the upscaled a
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March 2003 5-21 OU 12 Demonstration
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4620WE460045804560454045204500Verti
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4620WE460045804560Elevation (ft)454
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Volumetric calculations yield an es
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The position of the water table in
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5.2 OU 12 SVE EvaluationThe OU 12 S
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Vapor Probe #1Vapor Probe #2Vapor P
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Thus, the in situ air permeability
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0.0000-0.0010U12-VP1 ResponsePressu
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0.000020.00000U12-VP1 ResponsePress
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Table 5-5. Estimated In Situ Air Pe
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10.0U12-VP1 Pneumatic Response8.0Ai
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1,400841,20072TCE Concentration (pp
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800.98700.84TCE Concentration (ppmv
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200.018180.016TCE Concentration (pp
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1400.491200.42TCE Concentration (pp
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4600OU12-VP1OU12-VP2 OU12-VP3 OU12-
Page 100 and 101: the screened interval in U12-VP1 an
Page 102 and 103: permeability layer. Final adjustmen
Page 104 and 105: Table 5-7. Comparison of Measured a
Page 106 and 107: Table 5-8. continuedFile Name Extra
Page 108 and 109: U12-1802U12-VP3U12-1812U12-1803U12-
Page 110 and 111: U12-1802U12-VP3U12-1812U12-1803U12-
Page 112 and 113: U12-1802U12-VP3U12-1812U12-1803U12-
Page 114 and 115: Figure 5-42 shows a comparison betw
Page 116 and 117: U12-VP1 50 mg/kg source 10 ft thick
Page 118 and 119: 5 10 15 20 25 30 35 40 455 10 15 20
Page 120 and 121: 25 - 30 feet bgs30 - 35 feet bgs35
Page 122 and 123: U12-VP1 200 mg/kg source 10 ft thic
Page 124 and 125: A comparison between the predicted
Page 126 and 127: 5 10 15 20 25 30 35 40 455 10 15 20
Page 128 and 129: U12-VP1 EVS Maximum Soil Concentrat
Page 130 and 131: 9,200Predicted TCE Concentration (p
Page 132 and 133: 6.1 Conventional Sampling and Analy
Page 134 and 135: Table 6-2. Estimated Cost for OU 12
Page 136 and 137: 6.1.2 Direct Push Technology (DPT)T
Page 138 and 139: Table 6-4. Estimated Cost for OU 12
Page 140 and 141: that the Wireline CPT sampler canno
Page 142 and 143: Table 6-5. Summary of Estimated Cos
Page 144 and 145: The Wireline CPT tool is not effect
Page 146 and 147: Figure 7-1. Iso-concentration surfa
Page 148 and 149: 24U12-VP5 Combined Testing201612846
Page 152 and 153: TABLE A-1FIELD ANALYICAL RESULTS FO
Page 170 and 171: APPENDIX BSimulated TCE Vapor-Phase
Page 172 and 173: TCE Concentration (ppmv2,4702,4602,
Page 174 and 175: U12-PV1Source Area #2TCE Concentrat
Page 176 and 177: U12-PV1Source Area #2250VP1 i=24, j
Page 184 and 185: TCE Concentration (ppmvTCE Concentr
Page 196 and 197: U12-PV1Source Area #9500450VP1 i=24
Page 198 and 199: TCE Concentration (ppmTCE Concentra
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700600U12-PV1Source Area #9VP1 i=24
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U12-PV2Source Area #1TCE Concentrat
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TCE Concentration (ppmv1,4001,2001,
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U12-PV2Source Area #10250VP2 i=23,
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TCE Concentration (ppm1.00.90.80.70
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U12-PV6Source Area #101816VP6 i=33,
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TCE Concentration (ppm6050403020100
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