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Project No . 2055 Boring. JU10 Plate nr'rr.r,,,�► <br /> M MAL Site: Tosco 76 Service Station 5886 Date. 2/22f 99_ <br /> AM Drill Contractor:_ _Precision_ Sampling. Inc _ <br /> Sample Method:_CPT/Hyp unc ,/Continuous Core -Geologist- MARK. S. ] CIUM <br /> Drill Rig: SDI Bore Hole Diameter: �Signature <br /> �ocation. _190 Feet_South 120 Feet West of Southwest_Registration _ 4412,. <br /> Siternrner_ -Logged b Brian WmRard <br /> GEOLOGIC DESCRIPTIONo} <br /> 6 al <br /> + + <br /> 68X == Clay, QIiYe rap, stiff, traced of sand <5X), <br /> mottled. ry, orange staining <br /> 5 0.0 Sgt,,tllht brown, trace of fine sand <5X , flour, <br /> ri <br /> Os D <br /> E <br /> 92% 0.0 IML brown, moist to wet at 10' <br /> o <br /> cdla�►ey r �ro%, gaturated 1ooX aa$d. <br /> o s no ro a in ea , ca lglel pe tiles, <br /> I ooX clay content increases at 12-13 p o <br /> o � <br /> s <br /> Sand, saturated, brown, fine-grained, well sorted <br /> 6% SP v <br /> 1.2 <br /> Ss awn. ni01�, trades of Yffe an +' <br /> �' � , <br /> � <br /> ML Clayey silt, brown, moist, mica flakes ,d <br /> B% <br /> 0 <br /> Silty sand, very fine-grained, brown, moist tqq <br /> - v <br /> ' 5X NA M- - -- silt sand. brown. moist, no clay, saturated, <br /> meydium -to fine-grained <br /> ' 0% _ � _ - SM no recovery in core barrel <br /> no recovery in core barrel N <br /> ' 0% <br /> To dde }� at 28 f et O <br /> Groundwater encountered at 10 feet <br /> 3 <br /> a� <br /> a <br /> to <br /> c� <br /> U <br />