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26103 <br />26104 50/6" <br />10 <br />1 <br />26105 25 <br />Asphalt, hand auger <br />(SP) SAND - Brown, moist, loose, very fine to fine grained, no <br />odor <br />Surface Conditions: Asphalt driveway, northern (central) boundary of site. <br />Groundwater: Groundwater initally enountered at a depth of approximately 14.25 <br />below existing site grade and finally at a depth of 13.4. <br />Date Completed: 11/25/2003 <br />Logged By: JDZ 3764/CD <br />Total Depth: 25 feet <br />Boring Diameter: Method: <br />Equipment: <br />I. <br />FIELD <br />DESCRIPTION 0 <br />rTo Cs C/) <br />>, _c <br />O. <br />CS <br />.c Well <br />Const. <br />(SM) SILTY SAND - Brown, moist, medium dense, fine grained, <br />slightly clayey, no odor <br />(SP) SAND - Olive brown, wet, fine to medium grained, no odor <br />15 <br />20 <br />1 <br />25 <br />No Lab <br />Sample <br />No Lab <br />Sample <br />1 <br />Drafted Bv . GDG <br />Date: 2/5,2004 C/) <br />KLEINFELDER <br />Project No.: 27125,E01 <br />File Numbei. 5103G290 <br />v <br />LOG OF BORING MW-2 <br />SCHMIEDT PROPERTY <br />20696 SOUTH MAIN STREET <br />MANTECA, CALIFORNIA <br />No Lab <br />Sample <br />1 of 1 <br />C-4 <br />(CL) SILTY CLAY - Olive brown, wet medium dense <br />Boring completed at a depth of approximately 25 feet below <br />existing site grade. <br />15' Screen (0.010), filter pack RMC#3. <br />PLATE GPJ 2/5/04 Copyright Kleinlekler. Inc 2004