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LOCATION MAP PACIFIC ENVIRONMENTAL GROUP, INC. I BORINGIWELL NO. DE -1 PAGE 1 OF �t j!k • DE -1 PROJECT NO. 920-002.4D CLIENT: CHEVRON LOGGED BY: R.K.H. DATE DRILLED: 6-20-96 DRILLER: MDE LOCATION: 22888 S. Kasson Rd., Bant DRILLING METHOD: HSA HOLE DIAMETER: 8' SAMPLING METHOD: CAL MOD HOLE DEPTH: 15' N CASING TYPE: SCH 40 PVC WELL DIAMETER: 2" SLOT SIZE: 0.020" WELL DEPTH. 15` GRAVEL PACK: #3 SAND CASING STICKUP: NA s Sat 100 21 9 1 9': as above; moderate product odor. 10 11 12 _ 13 _ Sat 42 18 14 SM SILTY SAND: dark yellowish brown; 15% silt, tine sand; medium dense; faint product odor. 15 16 BOTTOM OF BORING 15' FEB 2 5 2016 — 19 ENVIRONMENTAL 21 22 f- zul 1 d WELL u C z P itz= LITHOLOGY / REMARKS COMPLETION cn z 3 Uj a W a Q J 50 �c� Q � z 0 am W W U} nLL d� t7 cn _ ASPHALTIC CONCRETE. 1- Dp o o GP GRAVEL ROADBASE. 1 CL. SILTY CLAY: very dark gray; low plasticity; firm; Cc -G moderate to strong product odor. G ML SANDY SILT: dark grayish brown; 30% fine sand; sheen in water, medium dense; strong product odor. 4 04'. as above; strong product odor. W Sat 670 14 r z 5 ML CLAYEY SILT: dark grayish brown; moderate 0- t- plasticity; 15% fine sand; stiff; strong product odor. w 6 D z e� - r can 7 s Sat 100 21 9 1 9': as above; moderate product odor. 10 11 12 _ 13 _ Sat 42 18 14 SM SILTY SAND: dark yellowish brown; 15% silt, tine sand; medium dense; faint product odor. 15 16 BOTTOM OF BORING 15' FEB 2 5 2016 — 19 ENVIRONMENTAL 21 22