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SOIL. BORING LOG Boring No MW-5 Sheet 2 of 4 <br /> Client Arco Station 2186 Date 8113101 <br /> ^ddress 3212 North California Street Drilling Company Woodward Drilling Company rig type BK-81 _ <br /> Stockton CA Driller Frank Ramirez <br /> lect No 2000-330 Method Hollow Ste—Auger _ hole dram 8" _ <br /> Logged By Scott Bittrnger <br /> WeltL <br /> low Sample,.. {,Kn","Depth w } <br /> Conrut3 `_ - L17H0} _ po xr ,Descirptions of Materwls , -`,- „ PI <br />' T' a No Count <br /> T. RecoL s L State COLUMN F ani!'Conifttrons* µ 'ppM <br /> 9 _ SILTY SAND 20'-20 4' yellow brown 15%fines,sand is fine grained 0 <br /> 9 t5 30 100 P dry+,loose _........ _----------------------------- ------- <br /> 15 _ SAND 20 4'-21 5' yellow brown <5%fines dry loose <br /> ---------------- --------------------- -------- 2 2 / ------`----------------------------- <br /> ._. --- <br /> ------------------------------------------------ ----– <br /> 2 3 <br /> --- ------------- ------------ --------- –----- / <br /> ------------------ ------------------- ------- 2 4 <br /> 2 5 <br /> 8 1535 30 2 s SM SILTY SAND,yellow brown 20%p fines dry loose – 0 <br /> 2 7 <br /> 2 8 / <br /> 2 4 <br /> ------- ----- -- 1 ---- --- -- ---- — ---–------------------------------------------------------------------------------------------–---- <br /> MWS-31 <br /> ------------------- <br /> MW5-31 12 15 40 100 3 1 SP SAND fine to medium grained medium dense dry - 2 <br /> ------- ---�---- ---- — ---------------------- ------- -------------- -----------—--------- ------ <br /> 3 2 <br /> 3 3 <br /> -- <br /> 3 4 <br /> 3 5 <br /> -' --`--- --------- ---- ""`------------------------------------------------------------------------------------- ------ <br /> 7 _ <br /> S MW5 36 9 15 47 10D 3 s CL SILTY CLAY red brown black manganese stains medium stiff, dry 3 <br /> 11 _ <br /> --- 3 7 <br /> /----`------`----`-------------------------------------------------------------- <br /> -------------------"`---------------------`----------------------------------------------- ------- <br />' ------ ---- --------- 3 9 <br /> 4 0 <br />' J Comments <br /> I <br /> I <br /> I <br /> I <br />