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S[IF/LOCAIION BEGUN BORING DIAMEM ANGLE FARING BORING NO
<br /> Canandaigua Wine Company -"77 12/93 8 Inches T90 Degrees MW-1
<br /> DRnI INC CONTRAMR COMPL= tUUT ENCOUNTERED WATER DEPTH BOTTOM OF BORING
<br /> B &F Drilling Company,Inc. 7/12/93 9.5 Feet (below de) 18 Feet
<br /> OPERATOR LOGGFDBY STATIC WATER DEPTH/DATE WELL NO.
<br /> Breece Franks HenryHurkma 9.11 Feet(belowgrade)/ 7-26-93 MW-1
<br /> DRILLMAKE k.MODS, SAM1%X%1G METHOD BOTPdM OP WELL
<br /> Mobile B-53 California modified split In 18 Feet
<br /> WELL MATERIAL SLOT SIZE F LTER PACK WELL SEAL PI,ANNM USE
<br /> 2"dia.sch.40 pvc 0.020" #3 Sand Neat cement over bentonite pellets Monitoring
<br /> PMFMD
<br /> WATER WELL GRAP
<br /> HEADSPACE DEPTH HAC
<br /> LEVET, CONSTR. Loc MATERIAL CLASSIFICATION & PHYSICAL DESCRIPTION
<br /> 9 (PP-)
<br /> 1 Silty SAND (SM), brown, dry, sand is fine,
<br /> 2 `•'•`
<br /> Z-\1.0.0;7. 10% fine pebble gravel
<br /> ♦
<br /> 3 '•4'•4'•4'
<br /> 4.,•4.•4.,.,.
<br /> SM like above, gray
<br /> a
<br /> 26 0.0 s 0.000, Silty SAND (SM), gray, moist, sand is fine
<br /> 6 ♦1,4
<br /> 7 ♦ t,4
<br /> 8 .4.,4.4'.
<br /> ` 4444 MH SILT Elastic
<br /> 9 0 _ : 444♦444♦ ( ), tan, moist, plastic
<br /> 44♦44444
<br /> 24 = Silty SAND (SM), olive-gray, wet, sand is very fine,
<br /> v 10 �.,.v.
<br /> 11 - Poorly graded SAND (SP), gray with orange staining,
<br /> i2 = wet, medium to fine, 40-50% quartz, subangular
<br /> I.r 13
<br /> 14 - Well-graded SAND (SW), gray, saturated, 15% fine,
<br /> 21 is _ 70% medium, 15% coarse, subangular, 40-50% quartz
<br /> 16
<br /> 17 _ Lean CLAY (CL), red-brown, moist, silty
<br /> 19
<br /> 20
<br /> 21
<br /> 23
<br /> V
<br /> 24
<br /> lr 26
<br /> 27
<br /> 28
<br /> 6. 29
<br /> 30
<br /> V
<br /> HYDR6 — SOIL BORING AND PLATE
<br /> ENVIR& NMENTAL WELL CONSRUCTION LOG C-2
<br /> MW-1 SHEET 1 OF 1
<br /> TECHN& LOGIES, INC.
<br /> Canandaigua Wine Company JOB NO.
<br /> ,•,, DATE: One Winemaster Way
<br /> APPROVED BY: Lodi, California 7_226
<br /> fr
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