Laserfiche WebLink
` s TE/LOCATLON 'BEG U1. BORING[AAME'm ANGLNEARING BON29C NO <br /> Canandaigua Wine Company 7/13/93 8 Inches 190 Degrees MW-4 <br /> DRII.ISNG CONTRACTOR COMPLETED PBUT ENCOUNTERED WATER DEPTH Borlosc OF BORING <br /> B&F Drilling Com an ,Inc. 7/13/93 29.OFeet (below de) 40 Feet <br /> OPERATOR LOG®BY STATIC WATER DEMUDATE WELL NO. <br /> Breece Franks HenryHur 28.4 Feet(below ade)/ 7-26-93 MW-4 <br /> DRILL MAKE k MODEL SAM]n1M MET OD BOTTOM OF WELL <br /> Mobile B-53 California modified s lit §Rgqn 37 Feet <br /> I.n WELL MATERIAL SLAT SM FILTER PACK WELL SEAL PLANNED USE <br /> 2"dia.sch.40 vvc 0.020" #3 Sand Neat cement over bentonite pellets Monitoring <br /> PID <br /> g MFIELD+ � Dom; WLEVEEL cON ` TF, GL G MATERIAL CLASSIFICATION & PHYSICAL DESCRIPTION <br /> (PIS <br /> F F F F <br /> 2 F F F F Fill material, poorly graded SAND with gravel (SP) <br /> F F F F <br /> ` 4 F F F F <br /> 27 0.0FFFF <br /> 6 z F F F F Fill material, asphalt and sand <br /> F F F F <br /> e F F F F <br /> ` F F F F Fill material,elongate,subrounded-Su lar cobbles <br /> IQ F F F F ""`�" <br /> - <br /> r F r <br /> 1z Fill material,broken up concrete aggregate <br /> F F F F <br /> 14 F F F F <br /> 22 5.0 FFFF <br /> 16 F F F F Fill material, asphalt and concrete, some sand <br /> F F F F <br /> 18 F F F F <br /> FFFF <br /> *� 81 0.0 20 F F F F Fill material, asphalt <br /> FFFF P <br /> 22 FFFF <br /> F F F F <br /> 24 F F F F <br /> F F F F <br /> 26 F F <br /> 28 - <br /> 30 = Poorly sorbed SAND(SP),gray,saturated,20% fine, 80% medium, <br /> �. — <br /> 32 = trace coarse,subangular,flowing sand <br /> 34 <br /> 4 36 <br /> Elastic SILT (MH),brown, clayey <br /> 40 <br /> 42 <br /> 46 <br /> 48 <br /> so <br /> �. <br /> 52 <br /> 54 <br /> 56 <br /> V 58 <br /> 60 <br /> V <br /> HYDR6 - SOIL BORING AND p1ATE <br /> ENVIR6 NMENTAL WELL CONSRUCTION LOG C-5 <br /> TECHN LOGIES, INC. MW-4 SHEET 1 OF 1 <br /> Canandaigua Wine Company JOB NO. <br /> `" DATE One Winemaster Way <br /> Lodi, California 7_226 <br /> APPROVED BY: <br /> V <br />