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PROJECT: WELTY ROAD <br /> Versalis, California Log of Borley No. GMX-7 (cont'd) <br /> SAMPLES C4 <br /> DESCRIPTION REMARKS <br /> W w E o E a o a NAME(USCS):color,moist,%by wt., plast.density,structure, <br /> o �m z U. cementation,react.w1HCI,geo.inter. <br /> 20 <br /> 15 — <br /> 16- <br /> 28 SANDY LEAN CLAY(CL) <br /> 50 — <br /> 17- <br /> 17 <br /> 50 POORLY GRADED SAND with SILT and GRAVEL(SP-SM): <br /> 18- Yellowish brown (10YR 514), moist, 60%fine to coarse sand, <br /> 30% fine to coarse gravel, 10% low plasticity fines <br /> 50 <br /> 19 - <br /> 20 - <br /> 40 - <br /> 35 <br /> 21- <br /> 50 <br /> 2 - <br /> 22 0 <br /> 30 <br /> 20 SILTY SAND (SM): Yellowish brown (10YR 514), moist,70% <br /> 23 fine to medium sand, 30% low plasticity fines <br /> 20 <br /> 20 <br /> 24 <br /> 25 60% fine sand,40% low plasticity fines <br /> 10 <br /> 25 <br /> 12 <br /> _ <br /> 12 <br /> 26- <br /> 7 <br /> 10 <br /> 27 - <br /> 14 <br /> 15 <br /> 28 <br /> n 8 <br /> x _ <br /> 10 wet <br /> 29- T <br /> 8 <br /> 10 <br /> 30 - <br /> ip Borehole destroyed using <br /> - Type t-II neat cement <br /> grout placed from total <br /> 31 _ depth to ground surface <br /> with a tremie pipe <br /> 32 - <br /> Bottom of boring at 33 feet <br /> 33 <br /> OAKSOREV(REV.7199) <br /> GeomatriX Consultants Project No,5380.001.00 Page 2 of 2 <br />