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SOIL BORING LOG Boring No MW-8C Sheet 4 of 6 <br /> Client Arco Station 2168 Date Bf3100 <br /> Address 441 W Charter Way Drilling Company Woodward Drilling Company ng type BW-81 <br /> Stockton,CA Driller Van Leonard <br /> *ct No D000-329-1 Method Hollow Stem_Auger hole dram 0'-90'bgs 16,W-12(Ybgs B' <br /> Logged By Steve Fischenich <br /> Sam le Blow Sample Well Depth Descriptions of fdaterials PID <br /> Construe LITHO <br /> Type I No Count Time Recov L Scale COLUMN and Conditions (PPM) <br /> 5 1 <br /> _25----_-_--_-_ 40% 6 2 SP SAND,gray,fine to medium grained very dense wet _-- 241 <br /> — ------------------------------ <br /> - ----------------- -2 ---- <br /> 50for 4 _ <br /> 6 3 <br /> 20 s 4 ML SILT,blue-gray, 10%fine grained sand,low plasticity,hard,wet -09_ <br /> ------------ -------- <br /> 50 — ----------------- --------for 5 100B 3096 ---------------------------------------------- <br /> 6 5 <br /> 50 for S' 1022 25% 6 6 16 <br /> ----------------------- -------------- -------- — -----------------o------i-----------------------------------------,---------------------- ------- <br /> _ SAND,gray,fine to medium grained,c5%fines,very dense,wet <br /> 6 7 <br /> 26--- --------- --3D% 6 B SW SAND,gray-fine to coarse grained ve dense wet 45 <br /> 50 for S' — ------------------------------ ------ <br /> 6 9 <br /> 50 for T 10 30 30% 7 U <br /> 7 <br /> 50 for S 25% 7 2 SW SAND gray fine to coarse grained,-5%-fines--very dense,wet _ ----_---- <br /> 7 3 <br /> 50 for 3' 1050 —30% 7 4 GW GRAVELLY SAND,-�raY well-graded-<5%lines,Avery dense wet - 23 <br /> 7 5 <br /> 50 for 4" 10% 7 6 <br /> 7 7 <br /> 25 for T 0% 7 S <br /> 7 9 <br /> 8 D <br /> Field Location of Boring Comments Soil continuously sampled from 60'to 120'bgs <br />