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Aft <br />0 are <br />&ffila <br />WF <br />aj <br />DATE EXCAVATED 10/23/02 TEST PIT NO. T-63 <br />Cj <br />-- <br />I <br />E <br />i <br />E <br />1 <br />— <br />9 <br />—g <br />:i (6 <br />z <br />GROUND ELEVATION 6ME (MSL) LOGGED BY PDC <br />TEST PIT LOG <br />EE <br />0 <br />0 <br />E <br />E <br />E <br />0 <br />P <br />METHOD OF EXCAVATION Trackhoe <br />Santa Fe Road Disposal Sites <br />CL <br />0 <br />Riverbank, California <br />2 <br />z <br />LOCATION Santa Fe Road Disposal Sites (Lynch <br />C.) <br />PROJECT NO. DATE <br />DESCRIPTION <br />104690003 11/02 <br />2 4 6 8 <br />10 <br />12 <br />14 <br />CL <br />E11j; <br />Medium brown, dry, silty CLAY. <br />--- ---------- <br />------------- <br />4 1 <br />................. ................. <br />NA <br />NA <br />NA <br />NA <br />NA <br />..... . . ... .. ........ .. . .. <br />. . . ........ <br />. . .......... <br />SP <br />FILL AND DEBRIS <br />d14 <br />Medium brown, moist, medium to coarse SAND with cobbles; scattered debris <br />3 <br />ND <br />13 <br />ND <br />12 <br />35 <br />consisting primarily of wire cable. <br />SP <br />ALLUVIUM/RIVER DEPOSITS <br />........... <br />T-63-5 <br />.. <br />------- <br />.............. <br />........... <br />Gray, moist, fine SAND; iron oxide staining. <br />NA <br />NA <br />NA <br />NA <br />NA <br />T-63-7 <br />NANA <br />NA <br />NA <br />NA <br />T-63-9 <br />19 <br />NA <br />NA <br />NANANA <br />. ............. .. <br />.. ....... <br />.. . .. — ............ - ....... <br />. ................................. ... . . ........ . ... ... - .... <br />.... . . . . .... . ...... <br />Total Depth Excavated =10 feet below ground surface. <br />Total Length Excavated = 16 feet. <br />Groundwater not encountered. <br />Backfilled on 10/23/02. <br />. ...... ..... <br />. ......... ........ <br />.................. .................. <br />.................. <br />................. <br />................. <br />12 <br />15 <br />................ <br />................. <br />.... ............ <br />.................. ................ .... <br />...... .......... <br />. ........... . . <br />... . ....... <br />