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W ATER WORK WELL/BORING LOG PROJECT EKHOLM PROPERTY LOCATION 1702 JACKSON STREET ESCALON CA PROJECT NO W038500 WELL/BORING NO SH4 SURFACE ELEVATION Ns ElWELLHEAD ELEVATION Ns FT DATE DRILLED 10/17/9I REVIEWED BY GREG STAHL RG 5023 LOGGED BY TOM LUTTERMAN DRILLING COMPANY SPECTRUM EXPLORATION DRILLER JOEL CUTTER METHI3D HOLLOW STEM AUGER BORE HOLE DIAMETER 8 IN DEPTH DRILLER --465--F DEPTH TO WATER INITIAL FT STATIC _� - ' CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL FT TO _ - EZ SCREEN TYPE NA DIAMETER ________IN SLOT SIZE IN INTERVAL FT TO F FILTER PACK TYPE NA INTERVAL FT TO FT SURFACE SEAL TYPE SAND CEMENT SLURRY INTERVAL 0 FT TO _465 FT NOTES WELL DEPTH PID SAMPLE ID U S.G DETAIL (FT) (PPM) LOWCOUN LOG sUiL DESCRIPTION ' 0 0-55, SILTY SAND WITH GRAVEL; 55/. SR FN-M, W GRDD. SND; 15/. SR FN-M W GRDD GRVL, 30% FNS; N DRY STRNGTH; N DLTNCYj L TGHNSS, N PLSTj M BRN; NPQ DRYj N HCL REACTION WEAK 2 SM CEMENTATION; HOMO 4 L4 S 5 5-15 5' ' SILtY SAND, 65/ SR FN-CRS V GRDD SND, 35% FNS; N DRY 6 3 STRNGTH, LS, M YLLW BRN; NPO, DRYj N HCL REACTION; WEAK CEMENTATION; HOMO 8 EPSB4-10.5' SM 10 aso 10 zs n 12 14 15a 3 155-205 WELL GRADED SAND; )954 SA-SR, W GRDD SND; <5% FNS, N DRY 16 is STRNGTH; M DNS; GRY ORNG, STRNG PQ DRY, N HCL REACTION, ' WEAK CEMENTATION; HOMO 18 SW 20 202 EPSB4-2x0.5' 205-305' WELL GRADED SAND WITH SILT] >90% SR-R, FN-M, W GRDD SND, 15 <10/ FNS, N DRY STRNGTH, M DNS, PALE YLLV BRN, SL PD, DRY, 22 N HCL REACTION, WEAK CEMENTATION, HOMO 24 1.3 a SW-SM 26 ' - 19 28 - 30 aB 13 ' 20 32 2s 34 � 36 13 SW 305-42/43 WELL GRADED SAND, >95/ SA-SR FN-CRS, W GRDD SND; <57 FNS, N DRY STRNGTH; DNS; M YLLW BRN SL PO; DRY, N HCL REACTION, WEAK CEMENTATION; HOMO 38 40 13 2 42 42/43-465 SILTY SAND, 65/ SR FN W GRDD SND, 35/. FNS, N DRY STRNGTH; N DLTNCY, L TGHNSS, N-L PLST, V DNS, DRK YLLW BRN, NPO, DRY, SM N HCL REACTION, WEAK CEMENTATION, HOMO PAGE _L OF 2