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== BORING NO.: SB-43 SHEET 1 OF 3 <br /> :: <br /> merit%- PROJECT: US Can-Welty Road <br /> FO;r;So6ric['to SOk+liw)s <br /> LOCATION: Vernalis,San Joaquin County,California <br /> COORDINATES: PROJECT NO.: 180965.00.10335.8131.130 <br /> SURFACE ELEVATION: NA DATUM: MSL LOGGED BY: Sergio Schirripa <br /> CL W ❑ E 1--[L IL � a p zw o m GEOLOGIC COMPLETION <br /> CL "' a s J w } J Z 8-1 O DESCRIPTION DETAIL <br /> ❑ � ZUz U) Z � mo w �U) <br /> Q o - <br /> HA GRAVEL&FINES(FILL): Neat Cement <br /> SILT with sand (ML): about 80%F 20%S dark <br /> 100 yellowish brown (10YR 4/4); dry; soft; low plasticity; <br /> no odor. <br /> 0.0 <br /> 0.0 As above;firm;dry;no odor. <br /> 5 SB-43- <br /> 5' <br /> 0.0 As above;90%F 10%S;fine sand;dry;no odor. <br /> 0.0 DP <br /> 25 <br /> 10- <br /> 0.0 DP <br /> SILTY GRAVEL with sand (GM): about 15%F 15%S <br /> 38 ° 70%G;dry;medium dense;no odor. <br /> o ° <br /> 15 <br /> 0.0 DP <br /> 44 <br /> SILT with sand (ML): about 90%F 10%S dark <br /> yellowish brown (10YR 4/4); dry; soft; low plasticity; <br /> no odor. <br /> 0 <br /> 20- <br /> 0.0 DP As above;firm;dry;no odor. <br /> 0 <br /> 0 69 <br /> z <br /> z <br /> w SILTY SAND with gravel (SM): about 20%F 50%S <br /> 30%G;dry;no odor. <br /> SILTY SAND(SM):about 20%F 80%S brown(10YR <br /> a 5/3);dry to moist;loose;soft;no odor. <br /> M 0.0 DP <br /> 0 <br /> a <br /> z <br /> a <br /> C DRILLING CONTRACTOR: RSI REMARKS: Hand cleared to 8 feet bgs.No groundwater sample collected due to SPO. <br /> z DRILLING METHOD: Direct Push <br /> z <br /> w DRILLING EQUIPMENT: Geoprobe 6620 DT <br /> a <br /> 001 DRILLING STARTED: 3/4/09 ENDED: 3/5/09 <br /> J <br />