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Adh <br /> PROJECT: NORTH PARCEL Log of EToring TR-15 <br /> Stockton, California PAGE 1 OF 1 <br /> Boring location: See Figure 2, Site Plan NOTES: Logged by P.Cusack <br /> Date started: 10/14/96 1 Date finished: 10/14/96 <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 /> ED C, <br /> Z <br /> d v a <br /> o U = o m ° MATERIAL DESCRIPTION <br /> J <br /> C <br /> SILTY SAND with GRAVEL (SM) <br /> 1 brown, loose, dry <br /> 2 18/ 1/3.0 1.8 17 SM ash layer <br /> FILL <br /> 3 18 <br /> 4- <br /> 5— SILTY SAND with CLAY (SM/SC) <br /> brown, fine, moist <br /> 6 18/ 2/7.0 0 10 SM <br /> 7 18 <br /> SC <br /> 8- <br /> 9— <br /> Bottom <br /> 9Bottom of boring terminated at a depth of 9 feet. <br /> 10Groundwater was not encountered. <br /> 11 Boring backfilled with cement 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 /> 25- <br /> 26- <br /> 27- <br /> 28— <br /> 213141516171819202122232425262728 ATTORNEY - CLIENT <br /> WORK PHODIX f <br /> 29PRIVILEGED & t,kAl ill( Ni IAL <br /> 30 <br /> Tweadwal&ftft Project No.2001.02 Figure 3o <br />