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V SITE/LOCATION BECUN BORING OLAACMU ANGLE BEARING BORING NO <br /> Canandaigga Wine Company 7/13/93 8 Inches 1 90 Dezrees MW-3 <br /> DRILLING CONTRACTOR CONCKSIED FUW ENCOUNTERM WATER DEEM BorDDM OF BORING <br /> B&F Drilling Company,Inc. 7/13/93 27.5 Feet(belowgrade) 34 Feet <br /> km OPERATOR LOGGED BY STAMC WATER DEMUDATE WELL NO. <br /> Bneece Franks Henry Hurkman 29.7 Feet(belowgrade)/ 7-26-93 MW-3 <br /> DRILL MAKE k MODEL SAMBLINC METHOD 30TIXL OF WELL <br /> Mobile B-53 California modified s lits n 34 Feet <br /> b+ WELL MATERIAL SLOT SIZE FLLTF.R PACK WELL.SEAL PLANNED USE <br /> 2"dia. sch.40 vvc 0.020" #3 Sand Neat cement over bentonite pellets Monitoring <br /> PID <br /> EZI?A D DEPM WATER WELL cRAPf�nc MATERIAL CLASSIFICATION & PHYSICAL DESCRIPTION <br /> rte. LEVEL CONSTR LAG <br /> Poorly graded SAND with gavel(SP),brown,dry,60% mostly fine <br /> 2 sand,40%fine gravel,subrounded-subangular <br /> y 21 0.0 4 Poorly sorted SAND(SP),orange-tan,moist,90% fine <br /> 6 <br /> 8 <br /> 16 0.0 10 Poorly sorted SAND(SP),orange-tan,moist,80% fine <br /> 12 <br /> �.r14 <br /> 15 0.0 Similar to above <br /> 16 <br /> 18 <br /> +W 16 0.0 20 Similar to above,some coarser sand <br /> 22 <br /> 24 _ <br /> Silty SAND (SM), light-olive, moist-wet, slight plasticity to fines <br /> �.. 23 0.0 Z <br /> 26 <br /> Q =_ <br /> 28 — <br /> V Poorly sorted SAND(SP),gray,wet,fine and medium grained, <br /> 18 30 subrounded-subangular <br /> 32 <br /> 64 = Well-gra <br /> 34 ded SAND (SW),gray, saturated, subrounded-subangular <br /> — <br /> 36 <br /> 38 <br /> 40 <br /> Lr 42 <br /> . 44 <br /> 46 <br /> �.r <br /> 48 <br /> 50 <br /> �+ 52 <br /> 54 <br /> S6 <br /> V 58 <br /> 60 <br /> V <br /> HYDR6 - SOIL BORING AND PIATE <br /> ENVIR6 NMENTAL WELL CONSRUCTION LOG C-4 <br /> TECHN LOGIES, INC. MW-3 SHEET i of1 <br /> Canandaigua Wine Company ,JOB NO. <br /> DATE: One Winemaster Way <br /> Lodi, California 7_226 <br /> APPROVED BY: <br /> V <br />