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g <br />° <br />E <br />E <br />'@ <br />€ <br />E <br />E <br />E <br />9 <br />m <br />J <br />m <br />E g <br />m V <br />'z <br />cd <br />=i <br />o <br />Q <br />w <br />v <br />DATE EXCAVATED 10/23/02 TEST PIT NO. T-16A <br />GROUND ELEVATION 70'f (MSL) LOGGED BY PDC <br />METHOD OF EXCAVATION Trackhoe <br />LOCATION Santa Fe Road Disposal Sites (Lynch IDS) <br />TEST PIT LOG <br />Santa Fc Road Disposal Sites <br />Riverbank California <br />DESCRIPTION <br />PROJECT NO. DATE <br />104690003 11/02 <br />4 <br />8 <br />12 16 <br />20 <br />22r-- <br />ML <br />M� <br />FILL AND DEBRIS <br />Medium brown, dry, fine sandy SILT with scattered minor debris consisting primarily <br />f metal. <br />ALLUVIUM/RIVER DEPOSITS <br />Medium brown, dry, fine sandy SILT. <br />4 <br />I <br />_._-..-.__ <br />. <br />.------'--'�---_.- <br />- ---_.----.._....._---- <br />...-----'- <br />-- "- ----— <br />-Sr;- <br />— — — — — — — — — — — — — — — — — — — — — <br />Tan to gray, dry to moist, fine SAND. <br />.................... <br />_............. <br />................. <br />_.......-............... _... <br />8 <br />Total Depth Excavated = 9 feet below ground surface. <br />.......... <br />.. ..... <br />..._ <br />.............. <br />......_. <br />Total Length Excavated = 28 feet. <br />-. <br />..........-. <br />Groundwater not encountered. <br />Backfilled on 10/23/02. <br />...... ........................... <br />...... <br />............... - <br />1................. <br />...-.................................................-.................... <br />- ........... <br />-------------- <br />------------- <br />-. <br />--------------- --- --------- . <br />1 <br />Trench 16A excavated parallel and approximately 18 feet east of T-16. Not sampled. <br />....... - .... ... <br />....... -.-. <br />( <br />i <br />1 <br />2 <br />---..._...- <br />............. <br />.................. <br />................. <br />......... -......................... <br />--..._................--... <br />I <br />.... <br />E ....... <br />. _. <br />............... <br />........... <br />I <br />I <br />