Source Zone Delineation Demonstration Report - Triad Resource ...

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4600OU12-VP1OU12-VP2 OU12-VP3 OU12-VP4458045604540452045001856040 1856080 1856120 1856060Easting (ft)4600OU12-VP5 OU12-VP6 OU12-VP7Silt4580Sandy-Silt45604540Silty-SandElevation (ft)Elevation (ft)1856080 1856120 1856060Easting (ft)1856080 1856120 1856060Easting (ft)1856080 1856120 1856060Easting (ft)452045001856040 1856080 1856120 1856060Easting (ft)Sand1856080 1856120 18560601856080 1856120 1856060Easting (ft)Easting (ft)Figure 5-37. Screened intervals of the vapor extraction wells in relation to the modeled vadose zone soil architecture (screened interval of each well is shown in red).March 2003 5-53 OU 12 Demonstration ReportFinal
298380OU12-VP3OU12-VP3OU12-VP3OU12-VP3298340OU12-VP5OU12-VP5OU12-VP5OU12-VP5298300OU12-VP2 OU12-VP6OU12-VP2 OU12-VP6OU12-VP2 OU12-VP6OU12-VP2 OU12-VP6Northing (ft)OU12-VP1OU12-VP1OU12-VP1OU12-VP1298260SiltOU12-VP7OU12-VP7OU12-VP7OU12-VP7OU12-VP4OU12-VP4OU12-VP4OU12-VP4Sandy-Silt298220298380Silty-SandOU12-VP3OU12-VP3OU12-VP3OU12-VP3Sand298340OU12-VP5OU12-VP5OU12-VP5OU12-VP5298300OU12-VP2 OU12-VP6OU12-VP2 OU12-VP6OU12-VP2 OU12-VP6OU12-VP2 OU12-VP6Northing (ft)OU12-VP1OU12-VP1OU12-VP1OU12-VP1298260OU12-VP7OU12-VP7OU12-VP7OU12-VP7OU12-VP4OU12-VP4OU12-VP4OU12-VP42982201856040 1856080 1856120 1856160Easting (ft)1856080 1856120 1856160Easting (ft)1856080 1856120 1856160Easting (ft)1856080 1856120 1856160Easting (ft)Figure 5-38. Horizontal slices at five-foot increments through the soil architecture showing screened intervals of vapor extraction wells (a red circle surrounding a blue dot indicates that a well is screened atthe indicated elevation, whereas a solid blue dot indicates that a well is not screened at that elevation).March 2003 5-54 OU 12 Demonstration ReportFinal
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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
Page 48 and 49: 0U12-1802100U12-1803100U12-18051020
Page 50 and 51: 0102030405060700U12-1804U12-1807102
Page 52 and 53: Figure 5-4. Soil samples collected
Page 54 and 55: 298400298360Northing (ft)2983202982
Page 58 and 59: The final TCE soil contamination mo
Page 62 and 63: Figure 5-12. Isometric view, lookin
Page 64 and 65: An isometric view of the upscaled a
Page 66 and 67: March 2003 5-21 OU 12 Demonstration
Page 68 and 69: 4620WE460045804560454045204500Verti
Page 70 and 71: 4620WE460045804560Elevation (ft)454
Page 72 and 73: Volumetric calculations yield an es
Page 74 and 75: The position of the water table in
Page 76 and 77: 5.2 OU 12 SVE EvaluationThe OU 12 S
Page 78 and 79: Vapor Probe #1Vapor Probe #2Vapor P
Page 80 and 81: Thus, the in situ air permeability
Page 82 and 83: 0.0000-0.0010U12-VP1 ResponsePressu
Page 84 and 85: 0.000020.00000U12-VP1 ResponsePress
Page 86 and 87: Table 5-5. Estimated In Situ Air Pe
Page 88 and 89: 10.0U12-VP1 Pneumatic Response8.0Ai
Page 90 and 91: 1,400841,20072TCE Concentration (pp
Page 92 and 93: 800.98700.84TCE Concentration (ppmv
Page 94 and 95: 200.018180.016TCE Concentration (pp
Page 96 and 97: 1400.491200.42TCE Concentration (pp
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
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24U12-VP5 Combined Testing201612846
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8.0 REFERENCESBear, J. 1979. Hydrau
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TABLE A-1FIELD ANALYICAL RESULTS FO
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APPENDIX BSimulated TCE Vapor-Phase
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TCE Concentration (ppmv2,4702,4602,
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U12-PV1Source Area #2TCE Concentrat
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U12-PV1Source Area #2250VP1 i=24, j
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TCE Concentration (ppmvTCE Concentr
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U12-PV1Source Area #9500450VP1 i=24
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TCE Concentration (ppmTCE Concentra
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700600U12-PV1Source Area #9VP1 i=24
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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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