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DATE OBSERVED: 6-18-85 METHOD OF DRILLING: 24" Bucket 8uger <br />2200 to 23'; 1450 to 461: 700 <br />146+ <br />LOGGED BY: MBC GROUND ELEVATION: — LOCATION: See Plot Plan <br />W <br />z <br />< <br />o <br />MW <br />W <br />a <br />yr <br />T C <br />oa <br />BORING NO. 15 <br />a <br />y <br />h°' <br />N <br />aW <br />_ <br />O} <br />(CONTINUED) <br />p <br />3 <br />Na <br />yF <br /><� <br />SOIL TEST <br />CO <br />O <br />oN <br />Y <br />'� <br />Oz <br />2O <br />az <br />DESCRIPTION <br />O <br />U <br />m <br />m <br />O <br />30 <br />40 <br />@40' Becomes very moist <br />SM <br />Medium brown silty SAND, moist, <br />medium dense <br />46 <br />Medium brown clayey SILT, very moist, <br />ML <br />firm <br />@47' Becomes reddish brown, very stiff <br />Becomes silty clay @ 50' <br />cL <br />6 <br />6o <br />TOTAL DEPTH 50' <br />No Groundwater <br />No Caving <br />66 <br />80 <br />86 <br />70 <br />76 <br />80 ] <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />JOB NO.: 2702-00 <br />LOG OF BORING <br />FIGURE: B-29 <br />IRVINE SOILS ENGINEERING, INC. <br />