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SOIL BORING LOG Boring No MW-15,16,17 Well Cluster Sheet 6 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 BK 61 <br /> Stockton,CA Drilling Foreman Van Leonard <br /> Project No 2005-2050-1 Method hollow stem auger hole dram 8" <br /> Logged By Scott Bitten er <br /> Sample Blow Sam Is Well Depth Descriptions of Materials PID <br /> Construct LITHO <br /> Type No Count Time Recov Scale COLUMN and Conditions PPM <br /> 15 SAND 100'-100 4',fine grained <2%fines wet loose 0 <br /> S MW17.100 50(4) 9 55 65 10 1 SILTY CLAY 100 4'-101' grayish brown moist very stiff - <br /> ------------------------------------ ------- <br /> ----- ------------------------------------------ 10 2— ------------------------------------ --------------- <br /> 10 3 -^ <br /> 10 a -------------------------- ---------- ------- <br /> io5 - -------------------------- ------- <br /> 20 _ CL SILTY CLAY brown moist very stiff 0 <br /> S MW17-105 50-(5) 1010 70 10 6 <br /> 10 7 ------------------------------------------------------------------- --- ------- <br /> 108 ^ <br /> 10 9 ------ ----------------------------- ------ <br /> 11 0 <br /> -------------- <br /> -----------25--- ------------------ <br /> -- – - "- -grained 0-3%-medium grained sand – -- - <br /> 25 _ SP SAND fine grained 0 3%medwm grained sand very wet dense 0 <br /> S MW17-110 50(4) 1020 50 11 1 <br /> -- ---- <br /> - -- --- — --------------------------------- ---------------------------------------------------- ------- <br /> 11 2 --------------------------------------------------------------------- ------------------ <br /> ------------------- ------------------------------- 11 <br /> ------- <br /> 11 3 ------------------------------------------------------- - ------- <br /> 11 4 -------------------------------------------------------- ---------------------------------- <br /> 11 5 ----------------------------------------------------- ----- <br /> - 5 - ----- -------- — AN i -9----a 0-3%-medium g very 15 _ SP SAND fine rained 0-3/°medium rained sand ve wet dense 0 <br /> 5 MW17-115 20 1030 60 11 6 <br /> 25 _ <br /> 11 7 <br /> 11 8 <br /> 11 9 <br /> S MW17-120 1045 601 12 o SP SAND fine grained,0-3%medium grained sand verywet,dense 0 <br /> Comments Total depth of boring 121 feet bgs <br />