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of <br />U <br />DATE EXCAVATED 10/22/02 TEST PIT NO. T-24 <br />$E <br />$ <br />° <br />E <br />E <br />t <br />E <br />E <br />m <br />E E <br />1 <br />J z <br />E <br />a <br />Vj <br />=i <br />o <br />E <br />N <br />v <br />GROUND ELEVATION 60't (MSL) LOGGED BY PDC <br />METHOD OF EXCAVATION Trackhoe <br />LOCATION Santa Fe Road Disposal Sites (Lynch IDS) <br />TEST PIT LOG <br />Santa Fe Road Disposal Sites <br />Riverbank, California <br />DESCRIPTION <br />PROJECT NO. <br />DATE <br />104690003 <br />11/02 <br />3 <br />6 <br />9 12 <br />15 <br />1 <br />CL <br />FILL AND DEBRIS AND REFUSE <br />Medium brown to gray, dry, silty CLAY with scattered debris consisting primarily of <br />T-24-1 <br />ND <br />66 <br />20 110 <br />200 <br />wood, plastic, some metal. <br />i <br />SP <br />ALLUYR54AUYER DEPOSITS <br />Medium brown; dry, medium to coarse SAND; poorly sorted. <br />3 <br />NA <br />NA <br />NA NA <br />NA <br />T-24-3 <br />- ------ <br />.........-- <br />----------- <br />- ......_ . <br />CL <br />Gray, dry, silty CLAY. ———————————————— <br />T-24-5 <br />NA <br />NA <br />NA NA <br />NA <br />SP <br />Tan, dry, fine SAND.— — — — — — — — — — — — — — — — — <br />........................ <br />L........._..._ <br />_................. <br />- ... .- ...... <br />........ -...._..� <br />............. -............... <br />6 <br />I <br />T-24-7 <br />NA <br />NA <br />NA NA <br />NA <br />........_..... <br />...............- <br />I <br />- .......... <br />........ <br />......_..._.. <br />T -24-J <br />-..-_._....... <br />;................._........... <br />_ <br />9 <br />NA <br />NA <br />NA NA <br />NA <br />- ............. <br />-.1......_.--- <br />....- <br />-- <br />- - - <br />---- <br />------. <br />Total Depth Excavated =11 feet below ground surface. <br />j <br />j <br />1 <br />Total Length Excavated = 18 feet. <br />Groundwater not encountered. <br />15 <br />Backfilled on 10/23/02. <br />.............. _ <br />.- ...--..._...1 <br />i <br />i <br />i <br />- <br />` <br />I <br />I <br />4 <br />------- <br />_ <br />----------- <br />-- - <br />-- <br />