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SITE/LOCA7ION WUN BORING CUMUM dRARVG BORM NO <br /> Canandaigua Wine Com an 8 Inches 90 MW-2 <br /> DPJLUNC CONTRAMOR COMPLETED F=ENCOUNTEIM WATER DEFM BOTIC7M OF BORING <br /> B&F Drilling Company,Inc. 7/12/93 5.5 Feet(below de) 13.5 Feet <br /> y OPERATOR LOGGED BY STATIC WATER DEPrHMATE WELL Na <br /> Breece Franks Henry HurkmanO 4.70 Feet(belowgrade)/ 7-26-93 MW-2 <br /> DRILL MAKE k MODEL SAMPLING ME WO BOTIOM OF WELL <br /> Mobile B-53 California modified s lits n 13.5 Feet <br /> w WELL MATEMAL SLOT SUE FILTER PACK WELL SEAL PLANNED DSR <br /> Schedule 40 PVC 0.020" #3 Sand Neat cement over bentonite 221lets Monitoring <br /> FIELD PID <br /> HBADSPACE DMMi WT�R NSTX 'UK; <br /> K;UMATERIAL CLASSIFICATION & PHYSICAL DESCRIPTION <br /> (PPS <br /> 1 <br /> 0'0'0'0' Poorly graded GRAVEL (GP),gray, dry,subrounded, <br /> °•°°•° 20% coarse and 40% fine gravel, 40% well-graded sand <br /> bm <br /> 3 Well graded SAND (SW), tan, dry, 40% fine, 50% <br /> medium, 10% coarse, subrounded, loose <br /> `r 13 0.0 3 p = Poorly graded SAND (SP), dark gray, wet, 80% fine, <br /> 6 = = 20% medium, rounded-subrounded <br /> 7 <br /> 8 <br /> 9 = <br /> 6, 24 10 = Similar to above <br /> 11 <br /> 12 <br /> Lr I3 14 = <br /> Lean CLAY (CL), red-brown, moist, medium plasticity, <br /> 23 15 J 15% medium through coarse sand, <br /> V <br /> 16 <br /> 17 <br /> � 18 <br /> 19 <br /> 20 <br /> 21 <br /> 22 <br /> 23 <br /> 6.s <br /> 24 <br /> V 26 <br /> n <br /> 28 <br /> r.r 29 <br /> 30 <br /> � <br /> HYDR6 - SOIL BORING AND PLATE <br /> ENVM6 NMENTAL WELL CONSRUCTION LOG C-3 <br /> TECHN LOGIES, INC. MW-2 SHEET 1 OF 2 <br /> Canandaigua Wine Company ]OB NO. <br /> 'r DATE: One Winemaster Way <br /> APPROVED BY: Lodi, California 7-226 <br /> V <br />