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Ah <br /> PROJECT: SOUTH PARCEL --T <br /> g of Boring TR-15 PAGE 1 OF 1 <br /> Stockton, California <br /> Boring location: See Figure 2, Site Plan NOTES: Logged by P.Cusack <br /> Date started: 10/7/96 1 Date finished: 10/7/96 <br /> Drilling method: 8-inch O.D. hollow-stem auger <br /> Hammer weight: 140 lbs. I Drop: 30 inches <br /> Sampler: California modified split spoon <br /> SAMPLES <br /> o E o y ? MATERIAL DESCRIPTION <br /> c N y m <br /> SILTY SAND with GRAVEL (SM) <br /> SM brown. loose. dty, with gravel <br /> :2: 18/ 1/2.5 0 13 SILTY SAND with CLAY (CL) <br /> 18 brown,fine, moist <br /> 3- <br /> 4- <br /> 5— <br /> 45 CL <br /> 6 18/ 2/6.5 0 9 <br /> 14 <br /> 7- <br /> 8- <br /> 9— <br /> Bottom <br /> 89Bottom of boring terminated at a depth of 9 feet. <br /> 10Groundwater was not encountered. <br /> 11 Boring backfilled with cement/bentonite grout. <br /> 12- <br /> 13- <br /> 14- <br /> 15- <br /> 16- <br /> 17- <br /> 18- <br /> 19- <br /> 20- <br /> 21- <br /> 22- <br /> 23- <br /> 24- <br /> 26- <br /> 26- <br /> 27- <br /> 28- <br /> 29- <br /> 30- <br /> 2131415161718192021222324252627282930 <br /> yeadweIE RONO Project No.2003.02 Figure 3o <br />