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ON MAP BORING NO TDD-10 <br /> :FCAT PACIFIC ENVIRONMENTAL GROUP, INC.East Harding Way PAGE 1 OF 1 <br /> PROJECTNO 331-0091A CLIENT THRIFTY #171 <br /> N LOGGED BY DMJ DATE DRILLED 9-26-97 <br /> DRILLER MDE LOCATION 1250 North Wilson Way <br /> i�i DRILLING METHOD HSA HOLE DIAMETER 8" <br /> O'yI 0 SAMPLING METHOD CALMOD HOLE DEPTH 31 5' <br /> ' n CASING TYPE NA WELL DIAMETER NA <br /> Z i t i i a i'-" TDD-10 <br /> �i i i SLOT SIZE NA WELL DEPTH NA <br /> L SAND PACK NA CASING STICKUP NA <br /> zCC <br /> a <br /> WELL z o f > z Y <br /> ' COMPLETION m � ac ii3 ; W LITHOLOGY I REMARKS <br /> 0z o z ° uL► ° � J <br /> � c� u. � � o � cc � c� o <br />' CL 3-4" ASPHALT <br /> 2 SILTY CLAY yellowish brown, low plasticity, 30-40% <br /> Backfilled silt, 5-10%fine sand, very stiff, moderate product odor <br /> With 4 <br />' Grout Dp 800 22 6 <br /> 8 <br /> Dp 700 27 10 2 @10' as above, 20-30% silt, 15-20% fine sand, <br /> 12 moderate product odor <br /> 14 <br />' Dp 60 39 16 @ 15' as above, hard, moderate product odor <br /> 18 <br />' D 20 36 20 CL SANDY CLAY as above, yellowish brown, low plasticity, <br /> Dp 5-10% silt, 20-30%fine sand, very stiff, moderate <br />' 22 product odor <br /> 24 ML SANDY SILT yellowish brown, low plasticity, trace <br /> Dp 3,OOC 32 26 clay, 10-15% fine sand, very stiff, moderate product <br /> odor <br /> 2$ <br />' Dp 10,000 25 30 <br /> 32 BOTTOM OF BORING AT 31 5' <br />' 34- <br /> 36- <br /> 38- <br /> 40- <br /> 2- <br /> 44— <br />