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WATERWORK <br /> WELL/BORING LOG <br /> PROJECT EKHOLM PROPERTY LOCATION 1702 JACKSON STREET ESCALON CA PROJECT NO 1.1038500 <br /> WELL/BORING NO SBS SURFACE ELEVATION �. NS FT WELLHEAD ELEVATION NS ES <br /> DATE DRILLED 10/17/91 REVIEWED BY GREG STAHL RG 5023 LOGGED BY TOM LUTTERMAN <br /> DRILLING COMPANY SPECTRUM EXPLORATION DRILLER JOEL CUTTER METHOD HOLLOW STEM AUGER <br /> BORE HALE DIAMETER 8 IN DEPTH DRILLED 405 FT DEPTH TO WATER= 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 -- FT TO FT <br /> SURFACE SEAL TYPE SAND CEMENT SLURRY INTERVAL ______0 FT TO 405 FT <br /> ' NOTES <br /> WELL DEPTH PID SAMPLE ID USG SOIL DESCRIPTION <br /> DETAIL (FT) (PPM) LOWCOUN LOG <br /> ' 0 0-35/5, SILTY SAND WITH GRAVEL, 55/ SR, FN, W GRDD SND, 15% SR <br /> FN-M W GRDD GRVL, 35/ FNS, M BRN, NPO, DRY, N NCL <br /> 2 <br /> SM REACTION, WEAK CEMENTATION, HOMO <br /> 4 35/5-155 SILTY SAND) 65/ SR-R, FN-M, W GRDD SNB, 35/ FNS, LSj M <br /> 02 / YLLW BRN; N-SL PO; DRYj N HCL REACTION, WEAK CEMENT- <br /> 2 ATIONi HOMO <br /> ' 6 a <br /> 8 <br /> ' $N <br /> 10 02 20 <br /> 25 <br /> 1� 20 <br /> 14 15 5-28/31' WELL GRADED SANDI >95/ SR, FN-CRS, W GRDD SND, <5% FNS, <br /> 12 4 M DNSj PALE YLLW, N-SL PQ DRY; N H R TION, WEAK <br /> 16 12 CEMENTATION, HOMO <br /> 18 cD <br /> ' <br /> 20 EPS35-20.5.14 GREGORY P. <br /> S <br /> is W �i STAHL <br /> 22 No 5023 <br /> t 24sl P <br /> I2 is qlf OF <br /> 26 18 _ <br /> ' 28/31-31/34 WELL GRADED SAND WITH SILT] >90/ SR-SR, FN-CRS, V GRDD <br /> 28 SND; <I0/ FNS, M DNS; PALE YLLW BRN, NPO; MST, N HCL <br /> REACTIOM WEAK CEMENTATION= HOMO <br /> 30 13 11 31/34-34/375 WELL GRADED SAND; >95/ SR FN-CRS W GRDD SND; <5/. FNS, <br /> to <br /> ' 16 SW-SM M DNS, DRK YLLW ORNGj NPO, DRY; N HCL REACTION, WEAK <br /> 32 CEMENTATION= HOMO <br /> ' 34 SW 34/375-405 SILTY SAND; 657 SR FN, W GRDD SND; 35/. FNS, V DNS, DRK <br /> 13 11 YLLW HRN; NPO= DRY, N HCL REACTION= M CEMENTATION, HOMO <br /> 36 ie <br /> 38 SM <br /> 40 12 EPS85-40 0 <br /> so <br /> 42 <br /> ' PAGE 1 OF 1 <br />