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_i/1yv oore_ <br />`/ <br />$ <br />d <br />° <br />p <br />E <br />E <br />v <br />E <br />E <br />E <br />cLei <br />E <br />E E <br />Y c <br />z a <br />cd <br />=i <br />o <br />t <br />U <br />N <br />0 <br />DATE EXCAVATED 10/21/02 TEST PIT NO. T-34 <br />GROUND ELEVATION 80'1 (MSL) LOGGED BY PDC <br />METHOD OF EXCAVATION Backboe <br />LOCATION Santa Fe Road Disposal Sites (Bill Lane IDS) <br />TEST PIT LOG <br />Santa Fe Road Disposal Sites <br />Riverbank California <br />DESCRIPTION <br />PROJECT NO.DATE <br />104690003 <br />1 11/02 <br />SM <br />�L• <br />Medium brown, dry, silty SAND with abundant gravel and cobbles. <br />.............. ................. <br />- <br />- ..... - ...... - <br />—..............................................................._.......-........ <br />T-34-1 <br />NA <br />NA <br />NA <br />NA NA <br />............... <br />..—........... <br />..... -.......... <br />..---i <br />T-34-3 <br />...... -- <br />-- ------ <br />-----._... <br />3 <br />ND <br />15 <br />3.1 <br />14 41 <br />CL <br />ALL 1V1M4a aR-DEPOSITS <br />.. <br />................. <br />................. .... <br />.............. <br />................. <br />................. <br />..... ............ I <br />........ ..... - <br />Gmy, moist, silty CLAY. <br />T-34-5 <br />NA <br />NA <br />NA <br />NA NA <br />— <br />6 <br />SP <br />— — — — — — — — — — — — — — <br />Tan to Bray, moist, fine SAND. <br />................................................. <br />....... .......... ...... <br />T-34-7 <br />............. <br />.... -- ....... .. <br />......... --- . <br />......... <br />NA <br />NA <br />NA <br />NA NA <br />CL <br />— — — — — — — — — — — — — — — — — — — — — — <br />Gray, moist, silty CLAY. <br />9 <br />NA <br />NA <br />NA <br />NA NA <br />Total Depth Excavated = 10 feet below ground surface. <br />...... <br />_.. ..... <br />...._... <br />......... <br />- <br />Total Length Excavated = 8 feet. <br />Groundwater not encountered. <br />Backfilled on 10/21/02. <br />1 <br />I <br />15 <br />I <br />