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'�®�'� WELL/BORING LOG
<br /> PROJECT FRANZIA WINERY LOCATION 1700 EAST HIGHWAY 120, RIPON CA PROJECT NO W019000
<br /> WELL/BORING NO MW2 SURFACE ELEVATION -9000 FT WELLHEAD ELEVATION 89 138 FT
<br /> DATE DRILLED 05/01/92 REVIEWED BY GREG STAHL RG No 5023 LOGGED BY TOM LUTTERMAN
<br /> DRILLING COMPANY RESNA INDUSTRIES DRILLER TIM COLLET METHOD HOLLOW STEM AUGER
<br /> BORE HOLE DIAMETER s IN DEPTH DRILLED 65 FT DEPTH TO WATER INITIAL 4s FT STATIC 49 5 FT
<br /> ' CASING TYPE PVC F490 DIAMETER 2 IN SCHEDULE 40 INTERVAL 0 FT TO - 42 FT
<br /> SCREEN TYPE PVC F480 DIAMETER - 2 IN SLOT SIZE 0 010 IN INTERVAL 42 FT TO 62 FT
<br /> FILTER PACK TYPE 12/12 LONESTAR SAND INTERVAL .__ 40 FT TO .- - 62 FT
<br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL 9 FT. TO - - 40 FT
<br /> NOTES THREE FEET LOST TO HEAVING SANDS
<br /> WELL DEPTH PID SAMPLE ID U S G SOIL DESCRIPTION
<br /> DETAIL (FT) (PPM) BLOWCOUNT LOG
<br /> ' a
<br /> 0-4' ASPHALT
<br /> 4'-11 SILTY CLAYEY SAND, >60% SA-SR FN PRLY GRDD SND
<br /> 2 <40% FNS, N DRY STRNGTH, N DLTNCY, L TGHNSS, N PLST,
<br /> HAD, M-DRK YLLW BAN NPO DRY N HCL REACTION, WEAK
<br /> 4 CEMENTATION HOMO
<br /> 14 SM/SC
<br /> 6 023
<br /> 3131
<br /> 8
<br /> - 10POORLY GRADED SAND, >95% SA-SR, FN-M PRLY GRDD
<br /> 12 11-155- SND <5% FNS V STIFF PALE YLLW BAN NPO DRY,
<br /> 0 is
<br /> N HCL REACTION WEAK CEMENTATION, HOMO, PYRITE
<br /> 12
<br /> 91 :' —
<br /> 14
<br /> SP
<br /> g LEAN CLAY, <10% SA-SR, FN, PRLY GRDD SND, >90%
<br /> 1 6 14 15 5-20 5' FNS M DRY STRNGTH, N DLTNCY M TGHNSS M PLST,
<br /> - 0 19 HAD PALE ORNG-M YLLW BAN NPO, DRY-MST N HCL
<br /> REACTION, WEAK CEMENTATION, HOMO
<br /> 18 CL
<br /> 2010
<br /> 20 5-25 5 LEAN CLAY WITH SAND, <20% FN-M, PRLY GRDD SND,
<br /> 27 >60% FNS, M DRY STRNGTH N DLTNCY, L--M TGHNSS,
<br /> 22 50 N-L PLST HRD, M YLLW SAN NPO, DRY, STANG HCL
<br /> CL REACTION, WEAK-M CEMENTATION, HOMO, CoCo3 AT
<br /> 20 5-21 5'
<br /> i24
<br /> 14 25 5-30 5 POORLY GRADED SAND, >90% FN, PRLY GRDD SND, <10%
<br /> 26 0 19 FNS N DRY STRNGTH, DNS, M YLLW BAN, NPO, DRY N
<br /> 22 HCL REACTION WEAK-M CEMENTATION, HOMO
<br /> ' 28 SP
<br /> ' 30 0 25 30 5-36 5/40 0' WELL GRADED SAND, >95% FN-CRS, W GRDD SND, <5%
<br /> 27 FNS N DRY STRNGTH V DNS, PALE YLLW BRN NPO
<br /> 32 DRY, N HCL REACTION, WEAK CEMENTATION, HOMO
<br /> ' 34 SW 36 5/40 0-41 5/45' SILT, <10% FN, PRLY GRDD SND, >90% FNS, N DRY
<br /> STRNGTH, SLW DLTNCY, L TGHNSS N PLST, HAD, M
<br /> 17 BAN NPO, DRY-MST, N HCL REACTION WEAK-M
<br /> CEMENTATION, HOMO
<br /> 24
<br /> 36 0 24
<br /> 38
<br /> 41 5/45-46 5' WELL GRADED SAND, 95% SA-SR FN-CRS, W GRDD SND
<br /> <5R FNS V DNS, M BAN NPO DRY-MST N HCL REACTION
<br /> 40 13 WEAK CEMENTATION, HOMO
<br /> 30 ML
<br /> 27
<br /> 42 0
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