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,I <br /> r- <br /> ;; . USCS <br /> SAMPLE Q P.I.D. ODE CONST, <br /> �, <br /> MTN NO. i <br />• 20 <br /> S-20 400 ML silt some clay, trace sand, fine—grained, dark yellowish brown, <br /> ppmv dry, non—piostic, hard. <br /> 22 <br />• 24 <br /> 26 S-25 30 ppmv Silt, moderate yellowish brown, very stiff. <br />• 28 •. <br /> 30 <br /> S-30 29 ppmv <br /> — 32 - <br /> - 34 - <br /> - 36 — <br /> t • <br /> 36 5--35 57 ppmv Silt, some clay, hard. <br /> — 38 — <br /> Q <br /> S-40 42 0 <br />• PPmv <br /> 42 •�. <br /> Dark yellowish brown. <br /> 44 <br /> 46 5-45 34 �v Silty sand, fine—grained, dark yellowish brown, dry, non—plastic, <br /> PP SM medium dense. <br /> Boring terminated at 46-1/2 Feet. <br /> 4$ Boring backfilled with cement/bentonite slurry. <br />• <br /> AIA LOG OF BORING= B- $ PLATEtom—/�.,�5 ARCO Service Station No. 548 <br /> RLENO1612 Hammer Lane <br /> 00 <br /> 0004i6e 11 <br /> PROJECT NO. 30004 Stockton, California <br />