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Table 8
<br /> Groundwater Gradient Data
<br /> South Shore Parcels-Parcel 2A and Adjacent Areas
<br /> West Weber Avenue and North Lincoln Street
<br /> Stockton,California
<br /> AZone B Zone C Zone D Zone
<br /> Approximate Approximate Approximate Approximate
<br /> Approximate Hydraulic Approximate Hydraulic Approximate Hydraulic Approximate Hydraulic
<br /> Date Flow Gradient Wells Flow Gradient Wells Flow Gradient Wells Flow Gradient Wells
<br /> Measured Direction Pit) Measured Notes Direction (ft/ft) M Measured Notes Direction (ft/ft) Measured Notes Direction (ft/ft) Measured Notes
<br /> MW-3,MW-7,MW-9,2AMW-12,2AMW-13,2AMW-15, MW-16,MW-17,MW-24,MW-26,MW-27,
<br /> 4/20/09 NE-SSW 0.0004-0.016 MW-18 through MW-23,MW-25,MW-28,MW-30, NNW-NNE-ESE 0.005-0.02 MW-29,MW-32,MW-35,MW-42,MW-43, NNW-NNE 0.0006 MW-54,MW-61 through MW-67 NNE-NNW 0.0007-0.001 MW-55,MW-68 through MW-74
<br /> MW-31,MW-33,MW-34,MW-37,MW-38,MW-45, MW-44,MW-46 through MW-51,MW-56
<br /> DPE-1 through DPE-13,MS through MW-60
<br /> MW-3,MW-7,MW-9,2AMW-12,2AMW-13,2AMW-14, MW-16,MW-17,MW-24,MW-26,MW-27,
<br /> 2AMW-15,MW-18 through MW-23,MW-25,MW-28, MW-29,MW-32,MW-35,MW-42,MW-43,
<br /> 7/27/09 NE-SSE-SSW 0.0016-0.014 MW-30,MW-31,MW-33,MW-34,MW-37,MW-38, NNW-NE-E 0.004-0.023 MW-44,MW-46 through MW-51,MW-53, NNW-SSE-SSW 0.0005-0.0008 MW-54,MW-61 through MW-67 NNE-SSW 0.0003-0.002 MW-55,MW-68 through MW-74
<br /> MW-39,MW-45,DPE-1 through DPE-13,MS MW-56 through MW-60
<br /> MW-3,MW-7,MW-9,2AMW-12,2AMW-13,2AMW-14, MW-16,MW-17,MW-24,MW-26,MW-27,
<br /> 2AMW-15,MWA8 through MW-23,MW-25,MW-28, MW-29,MW-32,MW-35,MW-42,MW-43,
<br /> 10/19109 NE-SSE-SSW 0.0012-0.035 MW-30,MW-31,MW-33,MW-34,MW-37,MW-38, NNW-NE-SE 0.005-0.035 MW-44,MW-46 through MW-52,MW-56 NNE-ENE 0.0004-0.0005 MW-54,MW-61 through MW-67 ENE 0.08 MW-55,MW-68 through MW-74
<br /> MW-45,DPE-1 through DPE-13,MS through MW-60
<br /> MW-3,MW-6R,MW-7,MW-9,2AMW-12,2AMW-13, MW-16,MW-17,MW-24,MW-26,MW-27,
<br /> 2AMW-14,2AMW-15,MWA8 through MW-23,MW-25, MW-29,MW-32,MW-35,MW-42,MW-43,
<br /> 1/18/10 NE-SW-SSE 0.005-0.023 MW-28,MW-30,MW-31,MW-33,MW-34,MW-37, NW-NE-ENE 0.008-0.023 MW-44,MW-46 through MW-52,MW-56 ENE 0.003 MW-54,MW-61 through MW-67 ENE 0.0009 MW-55,MW-68 through MW-74
<br /> MW-38,MW-45,DPE-1 through DPE-13,MS through MW-60
<br /> MW-3,MW-6R,MW-7,MW-9,2AMW-12,2AMW-13, MW-16,MW-17,MW-24,MW-26,MW-27,
<br /> 2AMW-14,2AMW-15,MWA8 through MW-23,MW-25, MW-29,MW-32,MW-35,MW-42,MW-43,
<br /> 4/19/10 ENE-SSE 0.01-0.022 MW-28,MW-30,MW-31,MW-33,MW-34,MW-37, NNW-NE-SE 0.008-0.019 MW-44,MW-46 through MW-52,MW-56 NE-ESE 0.002-0.003 MW-54,MW-61 through MW-67 ESE 0.002 MW-55,MW-68 through MW-74
<br /> MW-38,MW-45,DPE-1 through DPE-13,MS through MW-60
<br /> MW-3,MW-7,MW-9,2AMW-12,2AMW-13,2AMW-14, MW-16,MW-17,MW-24,MW-26,MW-27,
<br /> 2AMW-15,MWA8 through MW-23,MW-25,MW-28, SE-ESE- MW-29,MW-32,MW-35,MW-42,MW-43, 0.0003-
<br /> 7/19/10 SSE-NE 0.01-0.024 MW-30,MW-31,MW-33,MW-34,MW-37,MW-38, NE-NNW 0.005-0.02 MW-44,MW-46 through MW-52,MW-56 NE-NW 0.002 MW-54,MW-61 through MW-67 NE-NW 0.0009 MW-55,MW-68 through MW-74
<br /> MW-45,DPE-1 through DPE-13,MS through MW-60
<br /> MW-3,MW-7,MW-9,2AMW-12,2AMW-13,2AMW-14, MW-16,MW-17,MW-24,MW-26,MW-27,
<br /> 2AMW-15,MWA8 through MW-23,MW-25,MW-28, SE-ESE- 0.004-0.02 MW-29,MW-32,MW-35,MW-42,MW-43,
<br /> 10/18/10 S-ENE 0.011-0.023 MW-30,MW-31,MW-33,MW-34,MW-37,MW-38, NE-NNW MW-44,MW-46 through MW-52,MW-56 NW 0.005 MW-54,MW-61 through MW-67 NNW 0.001 MW-55,MW-68 through MW-74
<br /> MW-45,DPE-1 through DPE-13,MS through MW-60
<br /> Notes:
<br /> ft=foot
<br /> MS=Mormon Slough Survey Point
<br /> --=not applicable
<br /> 1 Applied Geosystems,Subsurface Environmental Investigation at City of Stockton Waterfront Redevelopment Property,W.WeberAve and N Lincoln Street, October 31,1989
<br /> 2 Applied Geosystems,Evaluation of Hydrocarbons in Soil and Groundwaterat City of Stockton Waterfront Redevelopment Property,W WeberAve and N Lincoln Street,January 29,1991
<br /> 3 Levine-Fricke,Results of Recent Investigations and Recommendations for Further Work,West Weber Avenue and North Lincoln Street Site,Stockton CA, August 11,1999
<br /> 4 Clayton Group Services,Site Delineation Report,Parcel 2A and Adjacent Areas,August 6,2002
<br /> 5 Clayton Group Services,Quarterly Monitoring Report and Annual Report, February1,2003
<br /> I:\Projects\ConocoPhillips\Tidewater\0415 Stockton Parcel 2A\Tables\QMR Tables\2005\2Q05\Parce12A(Tables 8,9)Historical Water Levels 4Q10.xls\Table 8 Page 3 of 3
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