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== BORING NO.: SB-3 SHEET 1 OF 1 <br /> t--DG:99 <br /> MEEFr1I`® PROJECT: Mountain House Development Site#6 <br /> From Science to Solutions <br /> LOCATION: Mountain House,San Joaquin County,California <br /> COORDINATES: Y 37.77619575,X -121.519954368 PROJECT NO.: 06-6102-00-6317-120 <br /> SURFACE ELEVATION: NA DATUM: NA LOGGED BY: Sean Gehlke <br /> W ❑ E > a o z w o m GEOLOGIC COMPLETION <br /> CL "' a s J w } J Z O �2 DESCRIPTION DETAIL <br /> ❑ � >- <br /> <U) U) Z � mo w �U) <br /> Q o - <br /> HA Lean Clay (CL): about 85%F 15%S dark yellowish <br /> brown(10YR 4/4);moist;medium stiff;low plasticity. <br /> 100 <br /> 1.3 <br /> 8.3 <br /> 5 SB-3-5' <br /> SB-3 1 5.4 feet bgs <br /> 2.8 Sandy Lean Clay (CL): about 70%F 30%S dark <br /> yellowish brown (10YR 3/6); moist; soft; low <br /> plasticity;increasing sand content at 10.5 feet. <br /> DP <br /> 100 <br /> 10 0.0 <br /> Poorly Graded Sand (SP): about 10%F 90%S dark 11 feet bgs <br /> yellowish brown(10YR 3/4);wet. <br /> DP Sandy Lean Clay (CL): about 80%F 20%S dark <br /> 0 0.0 yellowish brown (10YR 3/4); moist; medium stiff; <br /> 100 medium plasticity. <br /> 0 <br /> c� <br /> M <br /> z <br /> z <br /> w <br /> 15 <br /> a <br /> c� <br /> �i 0.0 <br /> o Boring terminated at 16 feet bgs <br /> LU <br /> U) <br /> LU <br /> u <br /> DRILLING CONTRACTOR: RSI REMARKS: Hand cleared to 8 feet bgs. Elevated PID readings likely due to <br /> o DRILLING METHOD: Direct Push moisture. Prepacked well screen installed from 6 to 11 feet bgs. <br /> z <br /> z <br /> w DRILLING EQUIPMENT: Geoprobe 6600 DT <br /> a <br /> °o DRILLING STARTED: 3/17/08 1 ENDED: 3/17/08 <br /> J <br />