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- --7 <br /> ar <br /> i <br /> SOIL BORING LOG Boring No. RAW-2 Sheet I of 2 l <br /> Client Arco Station#6080 Date 6112!00 F <br /> Address 85 Louise Ave. Driller iWestex rig type: B61 <br /> a k <br /> Lathrop,CA Drilling Foreman iSteve D_ ockrey _ _ - - <br /> Project No. D000-339-2 Method'HSA hole diam.: 10' <br /> Logged By Scott Bittinger <br /> Well Pack sand: 6 ft. to 26 it Well Construction casing: PVC screen 6-26' <br /> 'bent.: 4 ft. to 6 ft. ; rasing diam.: 4" screen slat .02 <br /> grout: 0 ft. to 4 ft. Depth to GW: Q ft.Time/Date ft.TimelDate s� <br /> Sam ie` 81owSam ie f <br /> p LL DescnpLons of Maienals F10, <br /> 1-.T ; c ConsVu LfTNO <br /> T' kor :-Coant. Tme-Recati..eti.._.f Scale. {OLE7MN <br /> k and:Gonrfrbons-= zipF3N':t <br /> ASPHALT 0-B" ''t <br /> ei <br /> —2 SW SAND,fine to medium grained,brown,10-20%farces,moist 11 <br /> _ native soil.not fill is <br /> i —4 <br /> 4 <br /> MW2-6 -_ 8 —6 SW SAND,fine to medium grained,1 -20%fines,brown moist --- 2 <br /> -- - - <br /> —7 ja <br /> i <br /> j <br /> -- — 3 --— 1 0 SW SAND,fine 10 medium grained 10'-10.5',70-20%fines,brown,moist !: 2 <br /> 4 Q T i <br /> 1 MW2-11 -- 4 _ 1 SP SAND,coarse grained 10.5'-11',poorly graded,<2%fines <br />! --- ---- - - 1 4 -- --------... .. <br /> 11i — 5 1 5 SP SAND,coarse grained 15-15.51,po <br /> ody graded. <246 Tines <br /> 10 <br /> MW2.1 E 20 i B ML CLAYEY SILT 15.5'-15.5',5-10%ftne_grained sand,stiff,cohesive'' idd 0 <br /> 1 7 — _ 1 <br /> Field Location of Boring: Comments: --- i <br /> Total depth is 26' <br /> r � <br /> Two feet from planter *soil sample sent to lab for analysis 4 <br /> i <br /> i <br /> 1 <br /> AMOtAh, »vGro»rs�e»ta!I <br /> SBI_MW--2 061200 .� <br />