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The Benham Companies,LLC BORING NO.: SB-46 SHEET 2 OF 2 <br /> A Wholly Owned Subsidiary PROJECT: US Can-Welty Road <br /> From Science to Solutions <br /> LOCATION: Vernalis,San Joaquin County,California <br /> COORDINATES: PROJECT NO.: 46010SC155-A10-130 <br /> SURFACE ELEVATION: NA DATUM: MSL LOGGED BY: Sean Gehlke <br /> Q Lu Q Lu } <br /> w ❑_ E a W a > a p z a > o m GEOLOGIC COMPLETION <br /> o U- ° Q Q z Q m o ° DESCRIPTION DETAIL <br /> Zcn— cn z U w UU <br /> Q — <br /> Sandy SILT (ML): about 70%F 30%S yellowish <br /> brown(10YR 5/4);moist;soft.(continued) <br /> As above:moist. <br /> > Well Graded SAND (SW): about 90%S 10%G; dark <br /> 25 1.2 DP yellowish brown(10YR 4/4);moist;medium dense. <br /> •�' Well Graded GRAVELwith Sand (GW): about 35%S <br /> 75 • f& 65%G; yellowish brown (10YR 5/4); dry; medium <br /> 46 dense; clasts up to 1/3-inch diameter; fine to coarse <br /> .'• sand. <br /> 30 1.3 DP SILT with Sand (ML): about 80%F 20%S yellowish <br /> brown(10YR 5/4);moist;soft. <br /> 85 <br /> SB-46- As above:wet;very soft. 32 feet bgs <br /> W <br /> 1 33.0 feet bgs <br /> As above:about 70%F 30%S. <br /> 35 0 2 DP :: Poorly Graded SAND (SP): about 10%F 90%S dark <br /> greenish gray(10Y 3/1);very moist;medium dense. <br /> Well Graded GRAVELwith Sand (GW): about 25%S <br /> 90 •' 75%G; dark greenish gray (10Y 3/1); very moist; <br /> • medium dense;clasts up to 3/4-inch diameter. <br /> SILT with Sand (ML): about 85%F 15%S dark <br /> greenish gray(10Y 3/1);wet;medium stiff. <br /> SB-46 <br /> @38' <br /> o As above:increasing sand(about 60%F 40%S). <br /> 0 <br /> 0 40- 1.4 DP Poorly Graded SAND (SP): about 100%S dark <br /> N greenish gray(10Y 3/1);wet;loose. <br /> Lu <br /> 80 <br /> i Well Graded GRAVEL with Sand(GW): about 40%S <br /> w •�' 60%G; dark greenish gray (10Y 3/1); very moist; <br /> z :► medium dense;gravel clasts up to 1/2-inch diameter. <br /> a <br /> m • � <br /> a <br /> = Lean CLAY (CL): about 95%F 5%S dark yellowish <br /> SB-46 brown(10YR 4/4);dry;stiff; minor dark greenish gray <br /> 0 45 0.9 44.5' mottling. <br /> Boring terminated at 45 feet bgs. <br /> z <br /> U <br /> zZ <br /> Z <br /> W <br /> U <br /> O <br /> J <br />