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` S18/LOCAnON BBGUN BORING DiAMSTBR ANGLE BEARING BORING NO <br /> CanandgLp,ua Wine Company 7/13/93 8 Inches 1 90 ptsm MW-5 <br /> DRIIUM CONTRACTOR COMPLETED FIRST ENCOUNTERED WAT R DEPTH BOrIOM of BORING <br /> B&F Drilling Com an ,Inc. 7/13/93 25.0 Feet(belowgrade) 34 Feet <br /> bm OPERATOR LOGGED BY STATIC WATER DEPTH/DAT R WELL NO. <br /> Breece Franks HenryHurkmanq 25.0 Feet(below de)/ 7-26-93 MW-5 <br /> DRML MAKE k MODE[. SAMPLING METHOD BOT'PDM OF WELL <br /> Mobile B-53 California modified s lit §Rgon 34 Feet <br /> v WELL MATERIAL SLOT SIZE FILTM PACK WELL SEAL PIANND USE <br /> 2"dia. sch.40 Pvc 0.020" #3 Sand Neat cement over bentonite pellets Monitoring <br /> FOLD WATER WELL CRAM-HC <br /> (PP-) <br /> DEPrH EEVE, CONSTR. LOG MATERIAL CLASSIFICATION & PHYSICAL DESCRIPTION <br /> m FFA <br /> 2 Poorly graded SAND with gravel (SP) <br /> 4� 13 0.0 4 Poorly sorted.SAND(SP),light tan,dry,80% fine,20% medium <br /> e trace coarse <br /> 8 <br /> 6r SO <br /> 12 <br /> `" 14 <br /> 0.0 14 Poorly sorted SAND(SP), tan,dry,60% fine,40% medium,trace <br /> 16 coarse,subangular <br /> 18 <br /> �. 20 <br /> 22 <br /> 240 _ Poorly sorted SAND(SP), gray,wet,30% fine, 70% medium,trace <br /> 21 0.0 = = <br /> 26 coarse,subangular <br /> = <br /> 28 = :. <br /> Sandy elastic SILT (MH) olive wet 60% plastic fines 40% fine sand <br /> 30 <br /> .,..\,\. <br /> 32 \\\\\\\\ Elastic SILT with sand (MH), red-brown,wet,clayey,20% fine sand <br /> Lr <br /> M <br /> 40 <br /> 4� <br /> 44 <br /> 46 <br /> V <br /> 48 <br /> 50 <br /> Lr 52 <br /> 54 <br /> 56 <br /> V <br /> W <br /> y <br /> HYDR6 - SOIL BORING AND PLAT$ <br /> `" <br /> ENVIR6 NMENTAL WELL CONSRUCTION LOG C-6 TECHN LOGIES, INC. MW-5 SHEET i of i <br /> Canandaigua Wine Company ]OB NO. <br /> `" DATE One Winemaster Way <br /> Lodi, California 7_226 <br /> APPROVED BY: <br /> V <br />