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PROJECT: WELTY ROAD <br /> Versalis, California Log of Boring No. GMX-5 (cont'd) <br /> SAMPLES 0 1 <br /> Z DESCRIPTION REMARKS <br /> Lu E o o o a ¢ L NAME(USCS): calor,moist,%by wt., plast.density,structure, <br /> fl rn Z M m u- cementation, react.w/HCI,geo.inter. <br /> SILTY SAND (SM): Yellowish brown (10YR 514), moist, 80% <br /> fine to medium sand, 20% low plasticity fines - <br /> 16 - <br /> 17- <br /> 18- <br /> 19- <br /> 21- <br /> 21- <br /> 22- <br /> 23- <br /> 24- <br /> 25- <br /> 15 <br /> 71819 2021 2223 2425 15 <br /> 15 <br /> 26 _. —------------------------- - <br /> 120 SANDY LEAN CLAY(CL): Brown (10YR 513), moist, 70% <br /> 15 fines, 30%fine sand, medium plasticity, firm <br /> 27 <br /> 17 <br /> ------------------ -------- - <br /> 21 <br /> ---------------- -------- -21 SILTY SAND (SM)_ Brown (10YR 5/3), moist, 85% fine to <br /> 28 $ medium sand, 15% low plasticity fines Borehole destroyed using <br /> X <br /> 2 - Type Wt neat cement <br /> 012 wet <br /> 29 _ grout placed from total <br /> 15 depth to ground surface <br /> - <br /> Bottom of boring at 29.5 feet with a tremie pipe <br /> 30- <br /> 31- <br /> 32 <br /> 031 32 <br /> 1 <br /> 33 <br /> OAKBOREY(REV,7199) <br /> Geomatrix Consultants Project No. 5380.001.00 Page 2 of 2 <br /> . .................................. <br />