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SOIL BORING LOG Boring No MW-6 Sheep 2 of R4 i Client A-co Station 2186 Date 8/14101 Address 3212 North California Street Drilling Company Woodward Drillinq Company ng type BK-81 _ Stockton CA Driller Frank Ramirez Oect No Dnno-330 Method Hollow Stem Auger hole diam 8" Logged 6y- SCRtt Bittinger - — Sam le,` Blow Sa tt P le De i M s 1 - R rv&sscriptions of Matenal" "AIQ Y T e No Coont Fime Recov C`a'nst�uet scale 601-vmN _ and Conditions PAM 1347 100 2 1 SM SILTY SAND,vellow brown with black manganese 35-40%fines _ sand is fine grained damp medium dense ------- -----------------------I---- - z z - ---- - ----------- --` — -- ^---` - 3 --^----------------------------------------------------------------------------------------------- ---- ------------------------------ ___ -- 2 4 ----------------- -------- 2 5 9 _ 11 13 54 65 2 6 SM SILTY SAND 25-26 1', red brown, 15-20%fines,sand is fine grained 15 _ SP SAND 26 1'-26 5,red brown 5-15%fines sand is fine grained, damp,medi ------------------------ — -------.......... 2 7 u — .--- -_ -----m dense -------------------------------------------------------------------------------- --------- za / z s 3 0 12 MW6-31 17 14110 80 3 1 SM SILTY SAND,light brown with o-- range mottles 25%fines_75%fine 24 - -1 - ' -- --_- `-- --- _ - - __ ------ _�__--`------- _ grained sand,damp medium dense 3 2 _ 3 3 / -------------------- ------ --------- ------- - -----_-"-----` ---- - ----- --^---- - ----- --- -- - --- - ---- -- - - - --- -^ -- - 3 4 3 5 S MW6-36 — 14 07 80- 3 6 ML SANDY SILT red brown 40%fine gained sand,damp stiff - -- ---1 - ----- -- _ -- 3 7 3 9 ' ------------—- ------ -` -- 3 9 ------------------—--------------—----------------—----—------------------^--------- -------- 4 0 ' Comments I 1