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== BORING NO.: SB-26 SHEET 1 OF 1 <br /> t--DG:99 <br /> MEEFr1I`® PROJECT: Vernalis Offsite <br /> From Science to Solutions <br /> LOCATION: Vernalis,California <br /> COORDINATES: PROJECT NO.: 06-6102-00-6313-121 <br /> SURFACE ELEVATION: DATUM: LOGGED BY: Andrew Smith <br /> W ❑ E ii > a o z w o m GEOLOGIC COMPLETION <br /> CL `t' a s J w } J Z O DESCRIPTION DETAIL <br /> ❑ � ZUz U) Z � mo w �U) <br /> Q o - <br /> HA ^%•` Top soil(TOPSOIL): <br /> Silty Clay (CL-CH): black (5Y 2.5/1); moist; firm; <br /> 100 medium plasticity;no odor. <br /> Silt(ML):strong brown (7.5Y— 5/6); moist;firm; low <br /> plasticity;no odor. <br /> 5 0.2 SB-26-5 <br /> DP <br /> 0.0 <br /> 10 90 <br /> DP Silt(ML):strong brown (7.5YR 5/6); moist;firm; low <br /> plasticity;no odor;increasing%fine sand(5%-10%). <br /> 70 <br /> 15 <br /> DP Poorly graded sand with silt and gravel (SP-SM): <br /> brown (10YR 5/3); dry; loose; no odor; 10% fines, <br /> 15%gravel 75%poorly graded sand. <br /> 30 <br /> 20 DP <br /> 50 <br /> Silt graded sand with silt and gravel (ML): dark <br /> DP yellowish brown (10YR 4/4); damp; very stiff; no <br /> 25 plasticity;no odor. <br /> 75 <br /> DP <br /> 30 70 31.2 feet bgs <br /> F SB-26- 1 <br /> M 31 DP Poorly graded sand with silt and gravel (SP-SM): 32 feet bgs <br /> z brown (10YR 5/3); dry; loose; no odor; 10% fines, <br /> w50 15%gravel 75%poorly graded sand. <br /> 0 <br /> 35 <br /> J <br /> a <br /> DP <br /> ui <br /> U) 50 <br /> LL <br /> LL <br /> 0 <br /> Cn <br /> J <br /> Q <br /> Z <br /> w DRILLING CONTRACTOR: RSI REMARKS: Grab groundwater samples were collected through pre-packed well screen. Boring was <br /> o DRILLING METHOD: Direct Push properly abandoned according to requirements set by the drilling permits.Boring terminated at 40 feet below <br /> z ground surface. <br /> w DRILLING EQUIPMENT: GP 660ODP <br /> a <br /> °o DRILLING STARTED: 2/27/08 1 ENDED: 2/27/08 <br /> J <br />