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' WATE R <br /> WORK <br /> Vt1ELL/BORlN�GLO G <br /> POJECT EKHOLM PROPERTY LOCATION 1702 JACKSON STREET ESCALON CA PROJECT NO V038500 <br /> ELL/BORING N13 SB5 SURFACE ELEVATION . NS FT WELLHEAD ELEVATION NS FT <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 HOLLOv STEM AUGER <br /> BORE HOLE DIAMETER 8 IN DEPTH DRILLED 405 FT DEPTH T❑ WATERS INITIAL FT STATIC FT <br /> CASING TYPE NA DIAMETER 1N 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 _ T <br /> SURFACE SEAL TYPE SAND CEMENT SLURRY INTERVAL 0 FT TO 40.5_ __FT <br /> NOTES <br /> ' WELL DEPTH PID SAMPLE ID U.SL <br /> DETAIL (FT.) (PPM) BLIIVCDJNT LOG SOIL DESCRIPTION <br />' 0 0-3.5/5' SILTY SAND WITH GRAVEL, 55% SR, FN, V GRDD SND; 15% SR, <br /> FN-M, V GRDD GRVL; 35Z FNS, M BRN; NPO; DRY, N HCL <br /> 2 <br /> SM REACTION; WEAK CEMENTATION; HOMO <br /> 4 3 5/5-15 5' SILTY SAND; 65% SR-R, FN-K V GRDD SND, 357 FNS, LS, M <br /> 02 / YLLW BRN N-SL PD, DRY; N HCL REACTION, WEAK <br /> CEMENT-ATION; HDMO <br />' 3 <br /> 7 <br /> 8 <br />' SM <br /> 10 0.2 � <br /> n <br /> 12 <br /> 14 155-28/31' WELL GRADED SAND; >95% SR, FN-CRS, W GRDD SND; <5% FNS; <br /> 1.2 4 M DNS; PALE YLLW, N-SL PO; DRY; N H R TION; WEAK <br /> 16 ;12 CEMENTATION; HOMO <br />' ;e - ED GFS <br /> /0 <br /> EPSB'r las' <br /> 20 a GREfly J'� <br /> 1 GORY P. <br /> AHL <br /> 22 5W �` NoT 5023 �F <br /> 24 J1 `Q <br />' I2 n 9lF OF26 CAL%Tr <br /> ,s <br />' 28/31-31/34' ,,,TELL GRADED SAND WITH SILT, >90% SR-SR. FM-CRS, W GRDD <br /> 28 SND; <10% FNS; M DNS, PALE YLLW BRN, NPO; MST; N HCL <br /> REACTION; WEAK CEMENTATION; HOMO <br /> 30 13 n 31/34-34/37.5' WELL GRADED SAND; )95% SR. FN-CRS, W GRDD SND; <5X FNS, <br /> SW-SM M DNS; DRK YLLV ORNG; NPO, DRY; N HCL REACTION; WEAK <br /> 32 CEMENTATION, HOMO <br /> 34 SV 34/375-405 SILTY SAND; 65% SR. FK V GRDD SND; 357 FNS; V DNS; DRK <br /> 13 It YLLW BRK NPO; DRY; N HCL REACTION, M CEMENTATION, HOMO <br /> 36 <br /> 38 sM <br /> 40 1.2 EPS,-4&[r <br />' 42 <br />' PAGE i OF 1 <br />