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Boring B-3 <br />Boring B-3,Cont. <br />O,pth <br />50mPlo <br />rSymboI <br />Elsvotlon 543 ± <br />Depth <br />In Foot <br />Sasp <br />r5yi.bo1 <br />to <br />1n Foot <br />O <br />s Inch thick os Plwltic concrete <br />40 <br />I <br />gqrrading to uneoothorod <br />Croy silty very fIne sand <br />(111 <br />SM <br />with o trace of S" to <br />/3 <br />cacree sand and grovel <br />s. "i-130 <br />!i �l <br />ll <br />(fill)(stiff) <br />� <br />50 <br />5 <br />20 <br />Ili <br />45 <br />® <br />' <br />11. IX-13S <br />0 <br />q� <br />Boring complotod of a ocpth <br />grades brown with occasional <br />of 45.5 feet on 2-16-89 <br />�I1p;'I <br />organic natter <br />Ground water level not <br />I <br />sanwreO Bring drilling <br />f0 <br />11 <br />I <br />50] <br />fet-If0 <br />� <br />Intorbadded layers of al Ity <br />verflno sand and sandy <br />jellt <br />Ith good ant;organic <br />I2!siatter, <br />111ML <br />occasional grovel <br />t <br />(nedlum dents) (fill) <br />20 13 <br />20. et-I09 W <br />I <br />Gray slit), vary line to fine <br />SUsand with a trace of medium <br />M <br />to coarse sand and g oval <br />(atifr to very atlf►) <br />23 <br />j(1 11 <br />15. 7f-118 � <br />r�M Brown s11ty very lino to <br />fine "Intl with fine gravel <br />TT. j (weathered t111) (very <br />oenae) <br />Log of Borings <br />Vertical Scol« 1 inch • 5 feet DOIIIY6 g Moos <br />Job No. C0695-414-016 <br />