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0 <br />jYiW7fffl&*UUrQ <br />oi <br />DATE EXCAVATED 10/22/02 TEST PIT NO. T-44 <br />C6 <br />=i <br />GROUND ELEVATION 601± (MSL) LOGGED BY SEB <br />TEST PIT LOG <br />z <br />E <br />E <br />E <br />E <br />0 <br />METHOD OF EXCAVATION Backhoe <br />Santa Fe Road Disposal Sites <br />.2 <br />E <br />Riverbank, California <br />LOCATION Santa Fc Road Disposal Sites (Beard IDS) <br />PROJECT NO. <br />DATE <br />DESCRIPTION <br />104690003 <br />11/02 <br />2 4 <br />6 <br />8 <br />10 12 <br />la <br />ELL, <br />....... <br />..... .. <br />..... . <br />............. <br />Brown, dry, SILT with rounded granite cobbles to 8" in diameter. <br />... .. <br />....... <br />...... <br />..... <br />.. ....... ...... <br />2 <br />ND <br />47 <br />8.0 <br />38 <br />93 <br />..... <br />................ <br />..... .......... <br />SC <br />ALLUVIUM/RIVER DEPOSITS <br />Gray, dry, clayey fine SAND with gravel to 0.5" in diameter. <br />............... <br />................. <br />.. .............. <br />............. <br />... ........ <br />.... . <br />................ <br />-4 <br />............ <br />. ...... ....... <br />.. <br />.... .......... <br />- ....... ....... <br />. <br />Reddish yellow (iron oxide) mottling present. <br />6 <br />T4 <br />1:!_.,/ <br />........... <br />NA <br />NA <br />NA <br />NA <br />NA <br />Total Depth Excavated = 7 feet below ground surface. <br />Total Length Excavated = 9 feet. <br />Groundwater not encountered. <br />- --------- <br />..................... <br />. . - -------- <br />-------------- - <br />---- . . . . .. <br />--- - - - ------- <br />... . ........................ <br />------------ ... <br />... . . . .... .................. <br />-8 <br />. <br />Excavation backfilled on 10/22/02. <br />............... <br />.............. . <br />........ - - - <br />................. <br />................. <br />-------------- <br />I <br />....... . ....... <br />..- <br />------ . ....... <br />................ <br />......... <br />- .... . ........ <br />................. <br />I <br />... . . . . <br />