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BORING <br /> SAIC PRO ECT:O Ahern Road-Vernalis SHEET 3 OF 3 <br /> LOCATION: Vernalis,San Joaquin County,California <br /> COORDINATES: Y 37.63416,X -121.2911 PROJECT NO.: 26012S163A-0711-100 <br /> SURFACE ELEVATION: NA DATUM: WG 84 LOGGED BY: Sergio Schirripa/Sean Gehlke <br /> _ QWQ W cn <br /> w o f F-a-w o a 0 z oui> o m GEOLOGIC COMPLETION <br /> o W a s Q z a Lu m o ° 2 DESCRIPTION DETAIL <br /> LL Q <br /> z U— Cn z U W U(n <br /> Q — of <br /> 65 9.2 DP SILT with sand (ML): about 80%F 20%S olive gray <br /> (5Y 5/2);moist;firm;low plasticity;very fine sand. <br /> 100 @ 66 feet bgs=As above:about 60%F,40%S;wet. <br /> SPO from 67 to 67.5 feet bgs. <br /> 70 DP Clayey GRAVEL with sand(GC): about 30%F 20%S <br /> 50%G;grayish olive(10Y 4/2);dry;loose. <br /> 90 As above:wet;abundant SPO. <br /> 91.6 <br /> Lean CLAY (CL): about 100%F brownish yellow <br /> 75 (10YR 6/6);dry;stiff;No SPO. Neat Cement <br /> DP As above: about 80%F,20%S. <br /> 60 <br /> SB-2 <br /> @77' <br /> 80 4.6 DP Well Graded SAND with clay(SW-SC):about 10%F 1 80.25 feet bgs <br /> 90%S wet;dense; No SPO; grades from very fine to <br /> 90 coarse grained sand. <br /> 0 <br /> c� <br /> R <br /> m <br /> SB 2 Lean CLAY (CL): about 100%F brownish yellow <br /> g 85LU 1.3 B 24 (10YR 6/6);dry;stiff;No SPO. <br /> Boring terminated at 85 feet bgs. <br /> z <br /> a <br /> LU <br /> m <br /> a <br /> x <br /> a <br /> o <br /> JI <br /> Q <br /> LU <br /> 0 <br /> z <br /> W <br /> W <br /> Q <br /> O <br /> z <br /> Q <br /> O <br /> J <br />