Laserfiche WebLink
== BORING NO.: SB-32 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 /> ❑ � ZCz COZY mo w �co <br /> Q o - <br /> HA 7,-7X-' Top Soil(TOPSOIL): <br /> Silt (ML): dark brown (7.5YR 3/3); moist; soft; low <br /> 100 plasticity;no odor. <br /> 1.0 <br /> 5 SB-32-5 <br /> Color change to strong brown(7.5 YR,5/6) <br /> DP <br /> Silt with fine sand (ML): brown (10YR 4/3); moist; <br /> 10 30 soft; low plasticity; no odor; 90%to 95%silt, 10%to <br /> 15%fine sand. <br /> 2.0 <br /> DP <br /> 95 <br /> 15 0.8 <br /> DP <br /> 0.2 100 <br /> 20 DP <br /> Caliche <br /> 1.0 100 <br /> DP <br /> 25 Silty sand with gravel (SM): light brown (7.5YR 6/4); <br /> 30 dry; loose; no odor; 15% to 20% silt, 65% to 70% <br /> 0.7 sand, 15%gravel. <br /> DP Silt (ML): dark yellowish brown (10YR 4/6); moist; <br /> firm;low plasticity;no odor. <br /> 0 30 50 <br /> F 2.2 <br /> 0 <br /> M <br /> DP <br /> z <br /> z <br /> 30 <br /> a Increasing moisture and plasticity <br /> 0 35 SB-32- 36 feet bgs <br /> R <br /> 35 DP 36.5 feet bgs <br /> - <br /> 0 <br /> ui <br /> LL 80 Well graded gravel with silt(GW-GM): brown (7.5YR <br /> o • 4/3); wet; medium dense; no odor; 10%silt, 10%to <br /> Cn 15%sand 75° to 80%aravel. <br /> z <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 /> 0 DRILLING STARTED: 2/25/08 1 ENDED: 2/25/08 <br /> J <br />