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SOIL BORING LOG Boring No MW-6 ShPeti A of 4 Client Arco Station 2186 Date 8/14101 Address 3212 North California Street Drilling Company Woodward Drilling Company ng type BK-81 Stockton CA Driller Frank Ramirez *'ct No D000-330 Method Hollow Stem Auger hole diam B" Logged By- Scott B3tUnger r� 'PID De thSampee- 10iv Oto coiwelwxLShD Type N` Mrw s[ and Conditions 18 _ SP SAND 60'-60 7 fine grained,5-10%fines,wet,loose S MW6-61 22 -- 1440 70_- s 1 CLAY 60 T-61 5- tight brawn trace white caliche damp,very soft 3 - ------------ – -- - ------- ----------------------------------------- -- - --------------– 3 ^ ------ - 25 -`--- - -------------- ----- ----- ---- 6 2 ----------------------------------------------------------------------------- ^------------ --------^ -------- - -------I`--------------------- ------- 6 3 --------- -------- --------__ 6 4 / ------- ----------- -------------- 6 5 15 S MW6-66 18 - 1450 –100 s s ML SANDY SILT bq.ht brown-20_35%o fine grained sand,wet very soft 2-9- -------------------------- 9 ---- - -- ---- -- — ------------------- --------------^----- 20 ----- ------ 6 7 ------------- --- --— --- - -- fi B -------------^- 6 9 7 6 14 55 25 7 1 ML SANDY SILT light brown with orange mottles-20-35%fine gained 3 1 _--_-- _-------^- �- sand wet stiff - - 7 2 -------- --------- --....-.---...... 7 3 --- ---- ` - -- --- -------------- 7 4 7 5 _ SAND 75'-76 5',fine to medium grained 5%coarse grained sand 1-2% S MW6-76 15 05 75 7 6 SW fines,verywet 2 7 7 M CLAYEY SILT 76 5,li9ht brown with orange mottles low percentage _ of white cabche,damp hard 7 6 - 7 9 _ SP SAND 80'-80 8',poorly graded,fine grained,wet,loose S MW6-81 1525 , 85 a o CLAY 80 8'-81 5',light brown d ,hard ' Comments Total depth of boring is 81 feet bgs Well surged for 10 minutes prior to installing sanitary seal 1