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15 <br />110- <br />115- <br />HO_ffz= =VHt,Q r�'AL► INC. <br />4970 Windplay Drive, Suite 5 <br />El Dorado Hills, California 95762 <br />(916) 939-2170 -- Fax: (916) 939-2172 <br />Drilling Company: MitchQ11 Drilling <br />Date Drilled: 3/8105 <br />Drilling Method:hQ11glu-SIP.M Ek <br />Sampling Method: split spoon <br />m c a <br />G 8 rn m <br />U E.3 <br />a o a m cnw <br />Monitoring Well No. <br />Project No.: 1792,14 <br />Site: Ultramar No. _ 3Z92 <br />Location: StocktQn. CA <br />Geologist: Craia BQth <br />Soil Description/ <br />Comments <br />Asphalt (2 inches) and Road base (16 inches) <br />SILTY SAND (SM): dark brown, medium sand <br />SANDY SILT (ML): dark brown, fine sand, <br />stiff, moist <br />SANDY SILT (ML): brown, fine sand, stiff, moist <br />SANDY SILT (ML): brown, find sand, firm, moist <br />8" diameter_ <br />borehole <br />2" diameter <br />PVC casing <br />neat cement <br />SANDY SILT (ML): brown, very fine sand, firm, moist, <br />increasing sand fraction <br />SILTY SAND (SM): light brown, very fine sand, medium <br />dense, moist <br />SILT (ML): light brawn to tan, firm, moist <br />Well <br />Construction <br />-5: Pape 1 . <br />1 <br />2 <br />3 <br />4 <br />3 <br />5 <br />10 <br />6 <br />19 <br />18 <br />18 <br />0 <br />6 <br />7 <br />8 <br />4 <br />g <br />10 <br />g <br />18 <br />18 <br />0 <br />10 <br />11 <br />12 <br />13 <br />14 <br />7 <br />15 <br />7 <br />18 <br />18 <br />3 <br />15 <br />16 <br />17 <br />18 <br />4 <br />19 <br />20 <br />7 <br />18 <br />18 <br />4 <br />20 <br />21 <br />22 <br />23 <br />6 <br />24 <br />10 <br />25 <br />14 <br />18 <br />18 <br />5 <br />25 <br />26 <br />27 <br />28 <br />6 <br />29 <br />6 <br />30 <br />7 <br />18 <br />18 <br />5 <br />30 <br />Monitoring Well No. <br />Project No.: 1792,14 <br />Site: Ultramar No. _ 3Z92 <br />Location: StocktQn. CA <br />Geologist: Craia BQth <br />Soil Description/ <br />Comments <br />Asphalt (2 inches) and Road base (16 inches) <br />SILTY SAND (SM): dark brown, medium sand <br />SANDY SILT (ML): dark brown, fine sand, <br />stiff, moist <br />SANDY SILT (ML): brown, fine sand, stiff, moist <br />SANDY SILT (ML): brown, find sand, firm, moist <br />8" diameter_ <br />borehole <br />2" diameter <br />PVC casing <br />neat cement <br />SANDY SILT (ML): brown, very fine sand, firm, moist, <br />increasing sand fraction <br />SILTY SAND (SM): light brown, very fine sand, medium <br />dense, moist <br />SILT (ML): light brawn to tan, firm, moist <br />Well <br />Construction <br />-5: Pape 1 . <br />