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1 <br /> WATERWORK <br /> WELL/BORING LOG <br /> PROJECT EKHOLM PROPERTY LOCATI❑N 1702 JACKSON STREET ESCALON CA PROJECT NO W038500 <br /> WELL/BORING NO SBI SURFACE ELEVATION NS RT WELLHEAD ELEVATI❑N NS Fr <br /> DATE DRILLED 10/16/91 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 WATERT INITIAL FT STATIC FT <br /> ' CASING TYPE NA DIAMETER _ IN SCHEDULE INTERVAL FT TO FT <br /> SCREEN TYPE NA DIAMETER IN SLOT SIZE IN INTERVAL FT TO FT <br /> FILTER PACK TYPE NA INTERVAL TO FT_ <br /> SURFACE SEAL TYPE SAND CEMENT SLURRY INTERVAL a ET T❑ 41 FT <br /> ' N❑TES <br /> WELL DEPTH PID SAMPLE ID USG SOIL DESCRIPTION <br /> DETAIL (FT) (PPM) LOWCOUN LOG <br /> ' 0 0-3/5 SILTY SAND WITH GRAVEL, 557 SR, FN-M, W GRDD SND; 15% SR, <br /> FN-M W GRDD GRVL, 35/ FNS, N DRY STRNGTH; N DLTNCY, L <br /> TGHNSS, N PLST, DRK YLLW BRN, NPO, DRY, N HCL REACTION, <br /> SM WEAK CEMENTATION, HOMO <br /> 4 , 3/5-155' SILTY SAND, 65/ SA-SR FN, W GRDD SND, 35/ FNS, N DRY <br /> STRNGTH, N DLTNCY, L TGHNSS, N PLST, V DNS, M YLLW BRN, <br /> 14 7 NPa DRY; N HCL RE:ACTI❑N, M CEMENTATION, HOMO <br /> ' 6 a <br /> 8 <br /> SM <br /> 10 19 50 <br /> vt>R <br /> 3 <br /> 12 <br /> 14 <br /> 15 0 EPSH1-I <br /> 7 155-28/31' WELL GRADED SAND] >95/. SA-Sk FN-CRS, W GRDD SND; (57 FNS, <br /> 16 16 M DNS; GRY ORNG, NPO; DRY; N HCL REACTION, WEAK CEMENTATION; <br /> HOMO <br /> 18 ,��¢ED Gia <br /> 20 474� <br /> SW GREGOR':'P. <br /> 22 STAHL <br /> No. 50 _ <br /> 24 - <br /> 20 <br /> 26 a 9 F OF CAL%W' _ <br /> ' 2$ 28/31-355 WELL GRADED SAND; >95/ SA-SR, FN-M, W GRDD SND; <5/ FNS; <br /> M DNS; PALE YLLWF NPO; DRY; N HCL REACTION; WEAK CEMENT- <br /> 30 <br /> HOMO - <br /> 30 23 / <br /> IC l <br /> 32 la _ <br /> ; <br /> _ SW - <br /> ' 34 <br /> 24 355-41 WELL GRADED SAND WITH SILT, 90/ SA-SR FN-CRS W GRDD SND; <br /> 36 2 10/ FNS; M YLLW; NPO, DRY, N HCL REACTION; WEAK CEMENTATION; <br /> Sw-SM HOMO <br /> 3$ <br /> EPSB1-50.5 <br /> 40 22 50 Fos <br /> S - <br /> 42 <br /> PAGE 1 OF__L_ <br />