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Table 6
<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 /> A 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 (ft/ft) Measure Notes Direction (ft/ft) Measured Notes Direction (ft/ft) Measured Notes Direction (ft/ft) Measured Notes
<br /> MW-3,MW-7,MW-9,2AMW-12,2AMW-13,2AMW-14, MW-16,MW-17,MW-24,MW-26,MW-27,
<br /> 2/12/13 E-SSW 0.024-0.015 2AMW-15,MW-18 through MW-23,MW-25,MW-28, NE-NNW 0.014-0.015 MW-35,MW-42,MW-43,MW-44,MW-46 NNE 0.001 MW-54,MW-61 through MW-67 NNE 0.0006 MW-55,MW-68 through MW-74
<br /> MW-31,MW-34,MW-37,MW-38,MW-45,MS through MW-52,MW-56 through MW-60
<br /> MW-9,2AMW-12 through 2AMW-14,MW-18 through MW MW-16,MW-17,MW-24,MW-26,MW-27,
<br /> 4/15/13 E-SSW 0.015-0.007 NNW-NNE 0.014-0.013 MW-35,MW-42,MW-43,MW-44,MW-46 SW-NNE 0.0004-0.0005 MW-54,MW-61 through MW-67 NNE 0.0003 MW-55,MW-68 through MW-74
<br /> 23,MW-25,MW-28,MW-31,MW-34,MW-45 through MW-52,MW-56 through MW-60
<br /> MW-9,2AMW-12 through 2AMW-14,MW-18 through MW MW-16,MW-17,MW-24,MW-26,MW-27,
<br /> 7/15/13 ESE-SSW 0.009-0.011 23,MW-25,MW-28,MW-31,MW-34,MW-45 NNW-NNE 0.011-0.013 MW-35,MW-42,MW-43,MW-44,MW-46 SW-NW 0.003-0.004 MW-54,MW-61 through MW-67 SW 0.002 MW-55,MW-68 through MW-74
<br /> through MW-52,MW-56 through MW-60
<br /> MW-16,MW-17,MW-24,MW-26,MW-27,
<br /> 10/14/13 ENE-SW 0.002-0.002 MW-9,2AMW-12 through 2AMW-14,MW-18 through MW 0.01 MW-35,MW-42,MW-43,MW-44,MW-46 NW 0.001 MW-54,MW-61 through MW-67 NNW 0.001 MW-55,MW-68 through MW-74
<br /> 23,MW-25,MW-28,MW-31,MW-34,MW-45 through MW-49,MW-51,MW-52,MW-56
<br /> through MW-60
<br /> MW-16,MW-17,MW-24,MW-26,MW-27,
<br /> 1/27/14 ENE-SSW 0.002-0.03 MW-9,2AMW-12 through 2AMW-14,MW-18 through MW NE 0.02 MW-35,MW-42,MW-43,MW-44,MW-46 NNE 0.002 MW-54,MW-61 through MW-67 WNW 0.003 MW-55,MW-68 through MW-74
<br /> 23,MW-25,MW-28,MW-31,MW-34,MW-45 through MW-49,MW-51,MW-52,MW-56
<br /> through MW-60
<br /> MW-3,MW-7,MW-9,2AMW-12 through 2AMW-14,MW- MW-16,MW-17,MW-24,MW-26,MW-27,
<br /> 4/21/14 E-SSW 0.020-0.008 18 through MW-23,MW-25,MW-28,MW-31,MW-34, NE 0.007 MW-35,MW-42,MW-43,MW-44,MW-46 NNW-W 0.001-0.001 MW-54,MW-61 through MW-67 WNW-SSW 0.002-0.001 MW-55,MW-68 through MW-74
<br /> MW,37,MW-38,MW-45 through MW-52,MW-56 through MW-60
<br /> MW-9,2AMW-12,2AMW-13,2AMW-14,MW-18 through MW 16,MW 17,MW-24,MW-26,MW-27,
<br /> 7/7/14 SSW 0.007-0.033 MW-23,MW-25,MW-28,MW-31,MW-34,and MW 45 N-NE 0.015-0.012 MW-35,MW-42,MW-44,MW-46,MW-51, Radially inward 0.001 MW-54,and MW-61 through MW 67 NNE 0.001 MW-55,MW-68 through MW-74
<br /> MW-52,and MW-56 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.Weber Ave and N Lincoln Street, October 31,1989
<br /> 2 Applied Geosystems,Evaluation of Hydrocarbons in Soil and Groundwater at City of Stockton Waterfront Redevelopment Property,W Weber Ave and N Lincoln Street,January 29,1991
<br /> 3 Levine-Fricke,Results of Recent Investigations and Recommendations for Further Work,West WeberAvenue 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, February 1,2003
<br /> I:\Projects\ConocoPhillips\Tidewater\0415 Stockton Parcel 2A\Tables\QMR Tables\2005\2Q05\Tables 6 and 7 Historic and Verticle Gradient.xls\Table 6 Page 4 of 4
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