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o w 6 <br />z M <br />7 <br />8 <br />Sat 100 21 9 <br />10 <br />11 <br />12 <br />13 <br />_ <br />Sat <br />� ?W/ f� <br />18 <br />14 <br />15 <br />16 <br />_ <br />— <br />LOCATION MAP <br />PACIFIC ENVIRONMENTAL GROUP, INC. BORING/WELL NO. DE -1 <br />PAGE t OF <br />17 <br />Ww <br />• DE -1 <br />PROJECT NO. 920-002AD CLIENT: CHEVRON <br />LOGGED BY: R.K.H. <br />DRILLER: MDE <br />DATE DRILLED: 6-20-96 <br />LOCATION: 22888 S. Kasson Rd., Banta <br />DRILLING METHOD: <br />SAMPLING METHOD: <br />NSA HOLE DIAMETER: 8" <br />CAL MOD HOLE DEPTH: 15' <br />N <br />\ <br />CASING TYPE: SCH 40 PVC WELL DIAMETER: 2' <br />SLOT SIZE: 0.020" WELL DEPTH: 15' <br />GRAVEL PACK: #3 SAND CASING STICKUP: NA <br />20 <br />— <br />cc <br />z <br />3 <br />� <br />21 <br />uJ <br />a <br />? � <br />22 <br />U W <br />a <br />LITHOLOGY / REMARKS <br />COMPLETION <br />COe <br />L O <br />a� od <br />SOU <br />d <br />aca <br />O <br />r <br />ASPHALTIC CONCRETE. <br />Dpp <br />-cc <br />1 <br />0 o <br />GP <br />GRAVEL ROADBASE. <br />CL <br />SILTY CLAY: very dark gray; low plasticity; firm; <br />0 <br />moderate to strong product odor. <br />2 <br />ML <br />SANDY SILT: dark grayish brown; 30% fine sand; <br />0 <br />' <br />sheen in water, medium dense; strong product odor. <br />LU <br />Sat <br />670 <br />14 <br />4 <br />04': as above; strong product odor. <br />— z <br />5 <br />ML <br />CLAYEY SILT: dark grayish brown; moderate <br />plasticity; 15% fine sand; stiff; strong product odor. <br />o w 6 <br />z M <br />7 <br />8 <br />Sat 100 21 9 <br />10 <br />11 <br />12 <br />13 <br />_ <br />Sat <br />42 <br />18 <br />14 <br />15 <br />16 <br />_ <br />— <br />17 <br />— <br />18 <br />— <br />19 <br />20 <br />— <br />21 <br />— <br />22 <br />09': as above; moderate product odor_ <br />SM SILTY SAND: dark yellowish brown; 15% silt; fine <br />sand: medium dense; faint product odor. <br />BOTTOM OF BORING 15' <br />