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Ah <br /> PROJECT: SOUTH PARCEL --F <br /> g of Boring TR-13 PAGE 1 Of 1 <br /> 0 Mir <br /> Stockton, California <br /> Boring location: See Figure 2, Site Plan <br /> NOTES: Logged by P. Cusack <br /> Date started: 10/4/96 1 Date finished: 10/4196 <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 /> AMPLE <br /> MATERIAL DESCRIPTION <br /> O ¢ Ed O� E x <br /> Q N � <br /> u t y q 4] <br /> N <br /> SM SILTY SAND with GRAVEL (SM) <br /> 1brown, loose, dry <br /> 2 18/ 1/2.5 10 10 SILTY SAND with CLAY (CL) <br /> 3 <br /> 18 dark gray, fine, moist, hydrocarbon odor <br /> 4- <br /> 5— CL <br /> 8 18/ 216,5 42 9 <br /> 7 16 <br /> 8 <br /> Bottom of boring terminated at a depth of 9 feet. <br /> 9 Groundwater was not encountered. <br /> 10 Boring backfilled with cement/bentonite grout. <br /> 11- <br /> 12- <br /> 13- <br /> 14- <br /> 15- <br /> 16- <br /> 17— <br /> is- <br /> 19- <br /> 20- <br /> 21- <br /> 22- <br /> 23- <br /> 24- <br /> 25- <br /> 26- <br /> 27- <br /> 28- <br /> 29 <br /> 1121314151617181920212223242526272829 <br /> 30 <br /> yeadwelkitono 1Project No.2003.02 Figure 3m <br />