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i <br /> ❑❑® Drilling Log <br /> GROUNDWATER SOII Boring C-5 <br /> ❑�❑ TECHNOLOGY <br /> ' Project Golden Grafn/Manteca Owner Golden Grain Com an <br /> Location 289 Moffet Boulvard Manteca Ca Prof.No. 4420?4Z15 <br /> ° Description <br /> aw a Q o Qo <br /> N r) (Color, Texture. Structure) <br /> N� fi Q E # � �J <br /> M o E3 Trace < 10%. Little 10% to 20%, Some 20% to 35%. And 35% to 50% <br /> U1 f4 x <br /> 9 SM SILT with Sand Gray with heavy Iron oxide staining, 80% silt, 20% fine sand, <br /> moist, moderately cemented <br /> SILT with SAND Gray with iron oxide staining, 80% silt, 20% fine sand, very <br /> ' moist to wet, micaceous, no odor <br /> ML <br /> Poorly Graded SAND Light gray, 55% medium sand, 35% fine sand, 5% <br /> o cs coarse sand, 5% silt, very moist to wet, no odor <br /> -12 <br /> SID <br /> I <br /> l I' Thin i inch Silty SAND tense Gray, 85% fine sand, 15% silt, very moist to <br /> wet <br /> Poorly Graded SAND Light Gray, 70% fine sand, 30% medium sand slightly <br /> 1� ML moist, no odor <br /> 15 o IIL- Thin 1 inch SILT lense 80% silt, 20% clay, very moist <br /> i -+S SM Groundwater encountered 4/24/98 <br /> SILT with Sand Gray, 75% silt, 25% fine sand wet to water saturated, no <br /> ' l; I odor <br /> f Silty SAND Light brawn, 70% very fine sand, 30% silt, very moist to wet, <br /> t <br /> micaceous, no odor with interbedded SILT Brown, 100% silt, very moist, <br /> i• i, micaceous <br /> 17 — ,l SP <br /> !i <br /> ' Poorly Graded SAND Light gray, 75% flee sand, 20% medium sand, 5% silt, <br /> I G <br /> S very moist, no odor <br /> I+ L <br /> Silty SAND Brownish-gray, 70% fine sand 30% silt, wet, micaceous, no <br /> Ml odor <br /> SILT Grayish-brown, 85% silt, 15% clay, moist no odor <br /> 19 — <br /> MH I Elastic SILT Brown, 75% silt, 25% clay moist, no odor <br /> it I <br /> ' Drilled to 20 feet Sample recovered to IS 5 feet Groundwater <br /> it II encountered at 14 25 feet All percentages are approximate <br /> 21 <br /> j. <br /> 23 <br /> l <br /> Paoe 2 of 2 <br />