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== BORING NO.: SB-29 SHEET 1 OF 2 <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 _j > 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 /> Silt (ML): brown (7.5YR 4/2); moist; firm; low <br /> 100 plasticity;no odor. <br /> 0.2 <br /> 5 SB-29-5 Color change to dark yellowish brown(10YR 4/4) <br /> DP <br /> 0.4 <br /> 10 100 <br /> 0.6 <br /> DP <br /> ----------------------- <br /> Clay (CL): dark yellowish brown (10YR 4/4); dry; <br /> 100 firm;low plasticity;no odor;silty clay, 10%silt. <br /> 15 <br /> DP <br /> 0.0 100 <br /> 20 DP <br /> 1.3 90 <br /> Silt with fine sand (ML): brown (7.5YR 4/4); dry; <br /> firm; low plasticity; no odor; 80%to 85%fines, 15% <br /> DP to 20%fine sand. <br /> 25- <br /> 90 <br /> 2.0 <br /> DP Increasing%fine sand(15%to 20%) <br /> 0 30 100 <br /> 0.0 Clay(CL): yellowish brown (10YR 5/8); moist; firm; <br /> low to no plasticity;no odor. <br /> M DP <br /> z 1.2 <br /> 100 <br /> w 1 34.32 feet bgs <br /> a - <br /> 0 35 Silt with fine sand (ML): strong brown (7.5YR 5/6); <br /> D p moist;firm; low plasticity; no odor;90%to 95%fines, <br /> 53625" 5%to 10%fine sand. <br /> ui 37.5 feet bgs <br /> _ <br /> U) 100 <br /> U_ <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 44 feet below <br /> z ground surface. <br /> w DRILLING EQUIPMENT: GP 660ODP <br /> a <br /> °o DRILLING STARTED: 2/26/08 1 ENDED: 2/26/08 <br /> J <br />