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SOIL BORING AND WELL CONSTRUCTION LOG: SB-6/MW-3 Protect No C-178 <br /> CLEARWATER GROUP INC <br /> FIELD LOCATION OF BORINGS/ <br /> Sheet 2 of 2 <br /> MONITORING WELLS CLIENTILOCATION PLANNED USE BORING DEPTH BORINGIWELL NO <br /> NT Dames Tnwkinv Facihtv Srocinnn CA 35 feet SB-6/MW-3 <br /> Ez 1 Taro 1M a,tonn <br /> DRILLING CONTRACTOR. DRILL RIG TYPE WELL DEPTH BORING DIAMETER. <br /> Spectrum Drilling CME-75 26' 8 Inches <br /> s MW 7 ® X DR11 7 RIG OPERATOR WELL MATERIA,. WELL DIAMETER SCREEN SLOT SIZE <br /> • • Bobby Hixon Schedule 40 PVC 2" 0 020" <br /> �s <br /> r6yy a-3 Mw, <br /> w w WELLIBOREHOLE SEAL FILTER PACK. <br /> Grout with 5% bentonite # 2/12 <br /> SAMPLINO E$TTMATED SAMPLING METHOD CA modified 18"- split soon <br /> Oz PERCENT U rad 7 <br /> MohamBrNn _PM <br /> d 3' > 'o U FIRST ENCOUNTERED WATER DEFT 16 feet <br /> 3�e g zd <br /> LaLUa <br /> STATIC WATER DEPTH DATE 12ft-9/29/97 <br /> 4 <br /> 8 6 95 15 Clayey SAND(SC),gray,well graded medium grained sand, <br /> 14 I 3 wet <br /> 3 <br /> pp Well graded SAND(SW)w/clay,gray, sand fine grained,wet <br /> 33 <br /> i <br /> 34- <br /> 35100 <br /> 4 <br /> �O <br /> 2 35i o Well graded SAND(SW),gray,sand fine-medium grained, <br /> 4 01 01 Ss wet <br /> a x 3 <br /> y 3 End of Sandy CLAY(CL), greenish-gray,moderate plasticity, sand <br /> z Boring medium rained wet, thin layers (<2cm)of iron oxide stained <br /> 3 fine sand present <br /> a <br /> 39 <br /> 40 <br /> 41 <br /> 42 <br /> 43 <br /> 44 <br /> 45 <br /> 46 <br /> 47 <br /> r 48 <br /> m , <br /> D " <br /> U49 <br /> 2 50 <br /> l$ 51 <br /> q�v]y 52 <br /> S 53 <br /> 54 <br /> 55 <br /> 56 <br /> 57 <br /> }m 58 <br /> O 59 <br /> C, <br /> a <br /> a <br /> C 60 <br />