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i <br /> Drilling Log <br /> ❑® GROUNDWATER Soil Boring C--3 <br /> ❑D❑ TECHNOLOGY <br /> Project Golden Gram/Manteca Owner Golden Grain Com an <br /> ' Location 299 Moffet Boulvard Manteca CA Prof.No. 042020215 <br /> �. Description <br /> �-- <br /> v _ > t <br /> ' �. o <br /> � . a a L u aO <br /> a (Color. Texture, Structure) <br /> �- .. E x <br /> o� a ca o 0: aJ N Trace < 10%, Little 10% to 20%. some 20% to 35%. And 35% to 50% <br /> V1 pp at D <br /> ' 9Poorly Graded SAND tight brown, 60% medium sand, 40% fine sand <br /> 5P Thin bed of SILT Reddish brown, cemented <br /> ML SILT with SAND Gray, 75% silt, 25% fine sand, moist, no odor <br /> Poorly Graded SAND with Silt Orange brown, 60% fine sand, 30% medium <br /> ' SM sand, 10% silt, moist, no odor <br /> Sandy SILT Gray, 70% silt, 30X fine sand, wet, micaceous, no odor <br /> ' 11 Sandy SILT Brownish—gray, 70% silt to very fine sand, 30% fine sand,water saturated, no odor <br /> 0 C3 ML <br /> -tl5 <br /> SILT with Sand Gray, 75% silt, 25% fine sand, wet, no odor <br /> ' 13 Poorly Graded SAND Light gray to brown with iron oxide staining, 60% <br /> medium sand, 40% fine sand, moist, no odor <br /> SP <br /> Thin 2 inch lense of Poorly Graded SAND with Silt 90% fine sand, 10% silt, <br /> wet, micaceous, no odor <br /> Thin I inch lense of SILT Brown, 85% silt, 15% clay, moist to wet <br /> ' <br /> l Groundwater encountered 4/24/38 15 I ML Sandy SILT Grayish—brown, 65% silt, 30% fine sand, 5% clay, moist to wet, <br /> no odor <br /> SILT Brown 90% silt, 10% clay, moist to wet, no odor <br /> Poorly Graded SAND Light brown, 70% fine sand, 25% medium sand, 5% silt, <br /> moist, mscaceous, no odor <br /> 1'l <br /> Poorly Graded SAND Light brown, 85% fine sand, 15% medium sand very <br /> 4 l� moist to wet, no odor <br /> f �I Poorly Graded SAND As above, except with interbedded Sandy SILT <br /> ' � Brown, 70% silt, 30% fine sand <br /> I Elastic SILT Brown, 75% silt, 25% clay, moist, no odor <br /> i Drilled to 20 feet Sample recovered to 19 feet Groundwater encountered <br /> at approximately 14 5 feet All percentages are approximate <br /> 21 -- � <br /> It � <br /> 23 — <br /> Paae 2 of 2 <br />