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tFIELD EXPLORATORY SOIL BORING LOG CLEARWATER GROUP, INC <br /> Sheet 1 of 2 <br /> FIELD LOCATION OF BORING CLIENT/LOCATION BORING NO BORING DEPTH BORING DIAMETER. <br /> 1 STATION BUILDING Ekhohn, Escalon VW-4 40 Feet 8 Inches <br /> a\ <br /> N DRILLING CONTRACTOR_ WELL NO WELL DEPTH PLANNED USE <br /> Mitchell Drilling VW-4 40 Feet Vapor Extraction <br /> DRILL RIG TYPE WELL MATERIAL SCREEN SLOT SIZE FILTER PACK. <br /> �M 1 CME 75 2" Sch 40 PVC 0 030" #3 sand <br /> V`'5 DRILL RIG OPERATOR WELL SEAL. <br /> Eddie Mitchell Neat cement over hydrated bentorute pellets <br /> SAMPLING ESTIMATED SAMPLING METHOD Logged from cuttings <br /> PERCENT MONITORING rNSTRUMENT Mini.RAE PID <br /> FIRST ENCOUNTERED WATER DEPTH N/A <br /> O as 5 <br /> LUcn 3 V A an d .Wa p 0— O �} STATIC WATER DEPTH DATE N/A <br />' 0 100 Gravel surface <br /> \\\\w\\\ <br /> -------------------------------- <br /> \\\\\\\1 <br /> 4\4414\\ <br /> Sandy SILT (ML), dark brown,fine to occasional <br /> 40 41\\\♦4♦ <br /> 2 medium,subangular to sub-rounded sand,damp <br /> \\\\\\\\ <br /> 14444\4w <br /> 4\\\\\4\ <br /> 411•\\\1 <br /> 4\1\1141 <br /> \www\\•4 <br /> \\1\\w\\ <br /> O 4 <br /> I ij,7 \\4♦w\w4 <br /> 11\14\\\ <br /> \\4.4144 <br /> 11♦\1444 <br /> w\\\4444 <br /> \\\41411 <br /> 114\4\4\ i <br /> \\\\144\ <br /> N 4\41\41\ <br /> 30 70 Sandy CLAY(CL),medium brown,moderate <br /> 9 plasticity, fine sand, moist <br /> 0 — <br /> H° 10 <br /> m = 11 <br /> —_—_------------------------_.--- <br /> - 12 w\114\14 <br /> Sandy SILT(ML),dark brown, fine to occasional <br /> 568 40 60 /14/1411 <br /> 13 4114\111 medium,sub-angular to sub-rounded sand,damp <br /> = SAND(SP),grey-brown,fine to medium grained, <br /> 80= 20 <br /> is angular to subrounded,moist <br /> I = 16 I <br /> = 17 <br /> = 18 <br /> m — <br /> C7 — <br /> w — <br /> z = 19 <br /> a — <br /> 0. - <br /> d = <br /> 2Q <br /> r <br />