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WATER WORK <br /> WELL�BORING LOG <br /> OJECT EKH13LM PROPERTY LOCATION 1702 JACKSON STREET ESCALON CA PROJECT NO V0385,00 <br /> WELL/BORING NO SBl SURFACE ELEVATION NS FT WELLHEAD ELEVATION - NS FT <br />' DATE DRILLED 10/I6/91 REVIEWED BY GREG STAHL RG 5023 LOGGED BY TOM LUTTERMAN <br /> DRILLING COMPANY SPECTRUM EXPLORATION DRILLER JOEL CUTTER METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 8 IN DEPTH DRILLED 41 FT DEPTH TO WATER, INITIAL FT STATIC FT <br /> CASING TYPE NA DIAMETER TN SCHEDULE INTERVAL FT TO - FT <br />' SCREEN TYPE NA DIAMETER IN SLOT SIZE TN. INTERVAL FT TO -FT <br /> FILTER PACK TYPE NA INTERVAL FT TO _ FT <br /> SURFACE SEAL TYPE SAND CEMENT SLURRY INTERVAL 0 FT TO 41 FT <br />' NOTES <br /> WELL DEPTH PID SAMPLE ID US.G. SOIL DESCRIPTION <br /> DETAIL (FT) (PPM) BLOWCOUNT LOG <br /> 0 0-3/5' SILTY SAND WITH GRAVEL 557 SR, FN-M. W GRDD SND; 15Z SR <br /> FN-M, W GRDD GRVL, 35% FNS, N DRY STRNGTM; N DLTNCY, L <br /> TGHNSS, N PLST, DRK YLLW BRN, NPO; DRY, N HCL REACTION: <br />' 2 SM WEAK CEMENTATION; HOMO <br /> 3/5-155' SILTY SAND; 65% SA-SR, FN, W GRDD SND, 35% FNS, N DRY <br /> 4 STRNGTK N DLTNCY, L TGMNSS, N PLST, V DNS, M YLLW ERN; <br /> 14 NPO; DRY; N HCL REACTION; M CEMENTATION; HOMO <br />' b <br /> 8 <br /> $M <br /> 10 19 � <br /> 5 <br /> 12 <br /> 14 <br /> ISA EPSB1-15 <br /> 155-28/31' WELL GRADED SAND; >95/. SA-SR, FN-CRS, W GRDD SND; <5X FNS, <br /> 16 � M DNSi GRY ORNW NPO•, DRY, N HCL REACTION; WEAK CEMENTATION, <br />' 16 HOMO �R p ` <br /> 18 ��`5� rock <br /> .s <br />' 20 47 SW GREGORY P. `� <br /> 22 * STAHL <br /> No. 50g <br /> 1 24 <br /> 26 2 0 14 q E OF CAt1FflR�\� <br /> 28 28/31-35.5' WELL GRADED SAND, >95% SA-SR, FN-M, W GRDD SND; <5/ FNS; <br /> M DNS; PALE YLLW, NPO; DRY; N HCL REACTION; WEAK CEMENT- <br /> ATION HOMO <br /> 30 23 / <br /> 32 <br /> SW <br /> 34 24 9 355-41 WELL GRADED SAND WITH SILT; 90/ SA-SR FN-CRS V GRDD SND; <br /> 36 2 10/ FNS, M YLLW; NPO; DRY, N HCL REACTION, WEAK CEMENTATION; <br /> SW-SM HOMO <br /> 36 <br /> EPS81-405 <br /> 40 ?2 Sa zs <br /> 5 <br /> 42 <br />' PAGE OF 1 <br />