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Medium dense, wet <br />Drafted By: G. GOMEZ Project No.: 20-4099-04.E02 SAC 2005 STO5D116.GPJ 7/7/05 Surface Conditions: Dirt shoulder, south west corner of Louise Avenue and Manthey Date Completed: 5/18/2005 <br />Road <br />Logged By: LV 6763 <br />Groundwater: Groundwater encountered at a depth of approximately 9 feet below existing <br />site grade. Total Depth: 21 feet <br />Method: Hollow Stern Auger Boring Diameter: 10 Inches <br />Cascade, CME 95 Equipment: <br />FIELD <br />DESCRIPTION <br />1E <br />0 <br />Well <br />Const. <br />11 <br />5 <br />1 <br />1 <br />1 <br />1 11 <br />i <br />I <br />21 <br />10 <br />14 <br />14 <br />19 <br />12 <br />24 <br />(ML) SANDY SILT - Very dark grayish-brown, fine sand <br />Boring completed at a depth of approximately 21 feet below existing <br />site grade. 4-Inch monitoring well, flush well vault installed. <br />25 <br />kg KLEINFELDER <br />Date: 7/7/2005 File Number: STO5G116 <br />LOG OF BORING MWM-19 <br />MOSSDALE VILLAGE <br />LATHROP, CALIFORNIA <br />_ <br />. • - <br />• - • . • <br />• <br />PLATE <br />1 of 1 <br />A-20 <br />(CL) SANDY CLAY - Black, moist, fine sand <br />(SP) SAND - Olive-gray, moist, loose fine to medium <br />(CL) SANDY CLAY - Light olive-gray, moist, medium sand <br />(SM) SILTY SAND - Olive-gray, wet <br />(SP) SAND - Gray, wet, loose, fine to medium <br />(SM) SILTY SAND - Olive-gray, wet, medium dense, fine sand <br />(SP) SAND - Olive-gray, wet, fine to coarse <br />(SM) SILTY SAND - Olive-gray, wet, fine sand <br />(SP) SAND - Olive-gray, wet, fine to coarse <br />:.•3 <br />Copyright Kleinfelder. 100 2004