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_ e _ _ - _ <br /> lig- <br /> WATER WORK <br /> WELL/BORING LOG <br /> PROJECT EKHOLM PROPERTY LOCATION 1702 JACKSON STREET, ESCALON CA PROJECT NO. W0385A0 <br /> WELL/BORING NO. SB2 SURFACE ELEVATION NS FT WELLHEAD ELEVATION — NS rT <br /> DATE DRILLED 10/15/91 REVIEWED BY GREG STAHL RG. 5023 LOGGED BY TCM LU77EPKAN <br /> DRILLING COMPANY SPECTRUM EXPLORATION DRILLER JOEL CUTTER METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER may_ DEPTH DRILLED X1.5 FT DEPTH TO WATER, INITIAL _ FT STATIC _ FT <br /> "a CASING TYPE NA DIAMETER _ IN SCHEDULE INTERVAL— F7 <br /> SCREEN TYPE NA DIAMETER IN TO FT <br /> _ SLOT SIZE �I1:L INTERVAL— FT TO FT <br /> FILTER PACK TYPE Na <br /> INTERVAL— FT TO ET <br /> f.^ SURFACE SEAL TYPE SAND CEMENT SLURRY INTERVAL— 0 FT TO 41.5 r <br /> NOTES <br /> WELL DEPTH PID AMPLE ID U.S.G SOIL DESCRIPTION <br /> (FT.) (PPM) LOVCOU LOG <br /> 1� <br /> s <br /> °-s.7• SILTY SAND WITH GRAVELI 557. SR, K V GRDD SNDI 15% SR, K V <br /> GRDD GRVLI 30% FNSI N DRY STRNGTtt N DLTNCYI L TGHNSSI N <br /> PLSTI DIRK YLLV BRN; NPC: DIM N HCL REACTION; WEAK CEMENT- <br /> ATION HOMO <br /> 4 <br /> D.9 <br /> — 33-133' SILTY SAND; 657. SA-SR. FN, V GRDD SND; (35% FNS; LSI M YLLV <br /> s BRIT; NPO; DRY; N HCL REACTION; WEAK CEMENTATION; HOMO <br /> 8 <br /> L+ � <br /> 12 <br /> ] <br /> 14 <br /> 0.9 u sib-ems• WELL GRADED SAND; >95% SA-SR. FN-CRS. V GRDD SND; <5% FNS; <br /> 16 1 H DNS; GRY ORNG; NPD; DRY; N MCL REACTION; VEAK CEMENTATION; <br /> HOMO <br /> 16 s" <br /> 20 0.9 — <br /> 'E 2"-23nr WELL GRADED SAND; >95% SA-SR. FN-CRS, V GRDD SND; (5-4 FNS; <br /> 19 H DNS, M YLLW BRN; NPQ DRYI N NCL REACTION: WEAK CEMENT- <br /> 22 ATION; HOMO <br /> sV <br /> 24 2'./27-29�P WELL GRADED SAND; 95% SA-SR, FN-I{ V GRDD SND; 5% FNS1 <br /> I'� DNS; PALE YLLVI NPQ DRY; N HCL REACTION) WEAK CEMENTATION <br /> 26 2 / HOMO <br /> 28 sv 29/70-4ta' WELL GRADED SAND; )95% SA-SR, FN-CRS, V GRDD SND; (5% FNSr <br /> / DHS; M YLLV ERN NPD' DRY; N HCL REACTION; WEAK CEMENTATION. <br /> / HOMO <br /> 30 1.0 12 <br /> 2° <br /> ra <br /> 32 <br /> 34 EPSB2-3S5' S„ � 0�'� <br /> 3.3 13 <br /> 36 r GREC-C)PY P. <br /> STAHL <br /> 38 N3. 5023 <br /> 40 ErS12-40.5• <br /> 2.1 <br /> 42 <br /> PAGE_L OF— <br />