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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 DEPTH BORING DIAMETER_ <br /> t L__STATION BUILDING Ekholm, Escalon VW-5 40 Feet 8Inches <br /> N DRILLING CONTRACTOR. WELL NO WELL DEPTH. PLANNED USE <br /> Mitchell Drilling VW-5 40 Feet Vapor Extraction <br />' O DRILL RIG TYPE WELL MATERIAL SCREEN SLOT SIZE FILTER PACK. <br /> 1 CME 75 2" Sch 40 PVC 0 030" #3 sand <br /> VWS DRILL RIG OPERATOR WELL SEAL. <br />' C -- Eddie Mitchell Neat cement over hydrated bentonite pellets <br /> SAMPLING ESTIMATED SAMPLING METHOD Logged from cuttings <br /> 0 p6 a PERCENT MONITORING INSTRUMENT Mini RAE PID <br />' < 9 a 4 , FIRST ENCOUNTERED WATER DEPTH N/A <br /> gg u� <br /> M 3°a g 3 o c� STATIC WATER DEPTH DATE N/A <br />' too r :r f:r Gravel surface <br /> Sandy SILT(ML),dark brown,fine to occasional <br /> � 40 60 <br /> z ,\.,,.\, medium,sub-angular to sub-rounded sand,damp <br /> \,\,,,\• <br /> CJ titwtiti��ti <br /> 6 ♦,,,,\„ <br /> CU <br /> I CU 8 <br /> 30 70 Sandy CLAY(CL),medium brown,moderate <br /> 9 plasticity, fine sand, moist <br /> to <br /> m 11 <br /> w <br /> .a tz \,\\\,,, -------------------------------- <br /> Sandy SILT(ML), dark brown,fine to occasional <br /> 40 \\14\\\\ <br /> 33 \\\.,+\. medium,sub-angular to sub-rounded sand,damp <br /> SAND(SP),grey brown,fine to medium grained, <br /> is 80 20 angular to subrounded,little fuses,moist <br /> 16 <br /> 17 <br /> y 18 <br /> n <br /> fl <br /> 19 <br /> 15 <br /> 25 <br /> 20 <br />