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SOIL BORING LOG Boring No MW-15 16 17 Well Cluster Sheet 1 of 6 <br /> Client Former Apache Plastics Facility Date March 29 and 30,2004 <br /> Address 2050 East Fremont Street Driller Woodward Drilling Co rig type SK 81 <br /> Stockton CA Drilling Foreman Van Leonard <br /> Project No 2005-2050-1 Method hollow stem auger hole dram 8 <br /> Logged By Scott Bittmger <br /> Well Pack sand ft to ft Well Construction casing screen <br /> bent ft to ft casing diam screen slot <br /> grout It to it Depth to GW IV <br /> Sam to 8(— Sam a Well Oapth LITHO [1a&onptlQns 4f Matanals Pit) <br /> Y. <br /> Type No count 73me Fiecxzv Construti Saala CALVMN andCondklons taPM <br /> Drilling on asphalt <br /> —1 ----------------- --- --------------------------- <br /> 2 --- ---- ------ ----- ---------------- ------ <br /> 3 ML CLAYEY SILT,very dark gray,dry,stiff ____________________________ ____ ________ <br /> 4 -------------------- - ------ <br /> 5 - -- ------------- ----- ------------------------ <br /> 8 ------------------------------------------------------------ <br /> 7 ---------------------------------------------------------- <br /> -$ ----------- -------------------------------- ------------- <br /> 9 -------------------------- ---- ------------------ -------- <br /> 1 0 --------------------- <br /> 10 <br /> 12 1455 75 1 1 ML SILT,olive brown to dark yellowish brown,dry stiff _______-_ <br /> 12 <br /> 1 2 ------------------------------------------------------------ <br /> 1 3 ------ ---------------------------------------------------- -------- <br /> 1 4 -- ----------------------------------- <br /> 1 5 -------------------------- <br /> ---- — --------------------------- -------------------------------- --- <br /> -- --------- ----;IS ------- -- <br /> _ SANDY SILT 15'-1fi' olive brown trace white caliche 751/6 fines,25% <br /> 18 15 0(1-.--90%_ 1 6 ML fine rained sand dr ,stiff --------------------------------- <br /> ---- --------- 1 8 _ <br /> --� SILT 16-16 4',olive brown,trace white caliche,<5%fine grained sand, <br /> 1 7 dry,stiff --------------------------- - - - <br /> 1 B ------------------------------- ---------------------- -------- <br /> 1 9 -------------------- ------ ------------------ -------- <br /> 2 0 <br /> Comments see well diagrams for well construction details <br /> r <br />