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FIELD EXPLORATORY SOIL BORING LOG CLEARWATER GROUP, INC <br /> Sheet 1 of 3 <br /> FIELD LOCATION OF BORING CLIENT/LOCATION BORING NO BORING DEPTR BORING DIA_-'v=IL <br /> A Ekholm, Escalon VW-5 40 Feet 8Inches <br /> [___STXnON BUILDING <br /> N DRILLLIG CONTRACTOR WELL NO WELL DEPTK PLANNED USE <br /> Mitchell Drilling VW-5 40 Feet Vapor Extraction <br /> DRILL RIG TYPE. WELL MATERIAL. SCREEN SLOT SIZE FILTER PACK <br /> MW-1 75 2" Sch 40 PVC 0 030" #3 sand <br /> VW S DRILL RIG OPERATOR WELL SEAL. <br /> Eddie Mitchell Neat cement over hydrated bentonite pellets <br />' z SAMPLING ESTT%4ATED SAMPLING METHOD Logged from cuttings <br /> z PERCENT <br /> -� z mom, roRING INsnumENT Mlru RAE PID <br /> ❑ u ❑ <br /> �c u,a .4 y a x�. V FIRST ENCOUNTERED WATER DEPTH N/A <br /> za 3 , a �� <br /> (+� 3 Q U0 c z z 3 C O= U s U sTATic WATER DEPTH-DATE N/A <br /> 1100 �f�'r f f:' Gravel surface <br /> ------------------------------- <br /> Sandy SILT(NIL),dark brown,fine to occasional <br /> 40 60 <br /> ♦\\\\\\♦ <br /> z medium,sub-angular to sub-rounded sand,damp <br /> •„\\1\♦ <br /> CtJ' 3 <br /> 4 ,\„\„♦ <br /> ♦\\,\\,♦ <br /> \,”,\,• <br /> 30 70 Sandy CLAY(CL),medium brown,moderate <br /> 9 I plasticity, fine sand, moist <br /> a <br /> 0 10 <br /> 11 <br /> 2S ----- ---------------------------- <br /> a <br /> Sandy SILT(MM), dark brown,fine to occasional <br /> 40 60 •••••*\\ <br /> 13 •„\,\„ medium,sub-angular to sub-rounded.sand,damp <br /> ♦\\\\\\, <br />' <br /> 2 <br /> 0 SAND(SP), grey-brown, fine to medium grained, <br /> 15 angular to subrounded,little fuzes,moist <br /> 16 <br /> 1 <br /> 17 <br /> ILr I8 <br /> 19 <br /> 4 ,�c <br /> GJ <br /> 1 <br /> Zfl <br />