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<br /> WELL/BORING LOG
<br /> PROJECT FRANZIA WINERY LOCATION 1700 EAST HIGHWAY 120, RIPON CA PROJECT NO WO 190 DO
<br /> WELL/BORING NO MW3 SURFACE ELEVATION __ _90 DD FT WELLHEAD ELEVATION 8929 El
<br /> DATE DRILLED 0§LQ4Z9g 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 49.5 FT STATIC 4842 FT
<br /> CASING TYPE PVC FASO DIAMETER2 IN SCHEDULE 40 INTERVAL 0 FT TO 45 FT
<br /> SCREEN TYPE PVC F480 DIAMETER -- 2 IN SLOT SIZE 0 010 IN INTERVAL 45 FT TO 65 EI
<br /> FILTER PACK TYPE #2/12 LONESTAR SAND_ _. INTERVAL 43 FT TO 65 FT
<br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL _ 0 TO 43 FT
<br /> ' NOTES
<br /> WELL DEPTH PID SAMPLE ID U S G SOIL DESCRIPTION
<br /> DETAIL (FC) (PPM) BLOWCOUNT LOG
<br /> t0 —3" ASPHALT
<br /> Y-10 5' SILTY CLAYEY SAND >60% SA--SR, FN, PRLY GRDD SND, <40% FNS,
<br /> ' 2 N DRY STRNGTH, N DLTNCY, L TGHNSS, L TGHNSS, N PLST, V STIFF,
<br /> M—ORK YLLW SRN, NPO, DRY N HCL REACTION, WEAK CEMENTATION,
<br /> 4 HOMO, PYRITE, Fe OXIDES
<br /> SM/SC
<br /> 9
<br /> 6 O 1
<br /> 14
<br /> 8
<br /> ' —
<br /> 10 0 5-16' POORLY GRADED SAND, >95% SA—SR FN—M, PRLY GRDD SHD, <5%
<br /> 0 19 FNS, N DRY STRNGTH, DNS, PALE YLLW BRN NPO, DRY, N HCL
<br /> REACTION, WEAK CEMENTATION, HOMO, PYRITE, Fo OXIDE
<br /> 12 17
<br /> — 5P
<br /> 14
<br /> 16 0 15 16-21 LEAN CLAY, <5% SA—SR FN, PRLY GROG SND, >95% FNS N DRY
<br /> ' 17 STRNGTH N DLTNCY M TGHNSS M PLST HRD PALE ORNG—M YLLW
<br /> BRN NPO, DRY—MST, N HCL REACTION, WEAK CEMENTATION HOMO
<br /> 18 CL
<br /> - 20 0 19
<br /> 4521-31' LEAN CLAY WITH SAND, <20% PRLY GRDD SND >80% FNS M DRY
<br /> 22 STRNGTH, N DLTNCY, M TGHNSS, L—M PLST, HRD, M YLLW BRN, N—
<br /> SL PO, DRY, WEAK HCL REACTION, M CEMENTATION, HOMO, CoCc3
<br /> AT 21-21 5' BELOW GRADE
<br /> 24
<br /> 20 CL
<br /> 26 0 19
<br /> 21
<br /> 28
<br /> 30 0 2
<br /> 28 31-405 WELL GRADED SAND >95% SA—SR FN—CR5, W GRDD SNO, <5% FNS
<br /> 32 24 N DRY STRNGTH V DNS, PALE YLLW BRN, NPO, DRY N HCL REACTION
<br /> WEAK CEMENTATION, HOMO
<br /> ' — 34 34 SW
<br /> .36 0 37
<br /> 50
<br /> 38
<br /> 40 26 40 5-46 5/48' POORLY GRADED SAND, >95% SA—SR, FN—M, PRLY GRDD SND, <5r.
<br /> FNS, N DRY STRNGTH, V DNS M BRN, NPO, DRY—MST, N HCL
<br /> 42 0 36 SP REACTION, WEAK CEMENTATION, HOMO
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