Laserfiche WebLink
BORING NO.: SB-3 SHEET 2 OF 2 <br /> SAIC PROJECT: Ahern Road-Vernalis <br /> LOCATION: Vernalis,San Joaquin County,California <br /> COORDINATES: Y 37.63454,X -121.2915 PROJECT NO.: 26012S1 63A-071 1-100 <br /> SURFACE ELEVATION: NA DATUM: WGS84 LOGGED BY: Sergio Schirripa/Sean Gehlke <br /> QWQ W (n J <br /> w o_ E rU--a w ii > a o z o > o m GEOLOGIC COMPLETION <br /> W `— a s Q<z Q m o ° DESCRIPTION DETAIL <br /> W Q <br /> Zcq— U) Z U W U� <br /> Q O — <br /> 0.0 DP Clayey GRAVEL with sand(GC): about 20%F 30%S - 30.1 teeffb—gs <br /> 50%G; medium dark gray (N4); moist; loose; well <br /> 50 graded gravel and sand. <br /> SZbg <br /> 35 0.4 DP Poorly Graded SAND with clay(SP-SC):about 10%F 35 feet s <br /> 90%S dark gray(5Y 4/1);wet;dense;medium sand. <br /> 100 Grades to fine sand @ 36 feet bgs. <br /> Lean CLAY (CL): about 90%F 10%S dark gray(5Y <br /> 4/1);moist;firm;fine sand. <br /> Lean CLAY (CL): about 100%F yellowish brown <br /> (10YR 5/4);dry;hard. <br /> 40 0.0 DP <br /> 100 <br /> As above:olive gray(5Y 4/1). <br /> 45 0.0 DP As above:about 90%F 10%S. Neat Cement <br /> " 100 <br /> 0 <br /> 0 <br /> i <br /> R <br /> N <br /> F 50- <br /> 0.0 DP Clayey SAND(SC):about 40%F 60%S dark gray(5Y <br /> a 4/1);wet;dense. <br /> w 100 <br /> Z '@52As above:moist. <br /> @52' <br /> m <br /> a <br /> = 2 2 Lean CLAY(CL): about 100%F dark gray(5Y 4/1); <br /> dry;hard. <br /> 0 55 Boring terminated at 55 feet bgs. <br /> Cn0 <br /> JI <br /> Q <br /> Z <br /> itW <br /> O <br /> 0 <br /> K <br /> It <br /> Q <br /> sz <br /> W <br /> Q <br /> 0 <br /> J <br />