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WATERWORK WELL/BORING LOG PROJECT EKHOLM PROPERTY LOCATION 1702 JACKSON STREET ESCALON CA PROJECT NO 1.1038500 WELL/BORING NO SB3 SURFACE ELEVATION __ _ NS FT WELLHEAD ELEVATION NS FT DATE DRILLED 10/16/91 REVIEWED BY GREG STAHL RG 5023 LOGGED BY TOM LUTTERMAN DRILLING COMPANY SPECTRUM EXPLORATION DRILLER JOEL CUTTER METHOD HALLOW STEM AUGER BORE HOLE DIAMETER 8 IN DEPTH DRILLED 415 FT DEPTH TO WATER. INITIAL _ FT STATIC FT I CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL FT TO FT SCREEN TYPE NA DIAMETER _ IN SLOT SIZE IN INTERVAL FT TO FT FILTER PACK TYPE NA INTERVAL _ _ FT TO ET SURFACE SEAL TYPE SAND CEMENT SLURRY INTERVAL __ o FT TO415 EZ N❑TES WELL DEPTH PID SAMPLE III USG SOIL DESCRIPTION (FT) (PPM) LOWCOUN LOG 0 0-4/6 SILTY SAND WITH GRAVEL, 55/ SR FN W GRDD SND, I5/ SR FN-M, W GRDD GRVL, 30/ FNS, N DRY STRNGTH, N DLTNCY, L 1TGHNSS, N PLST, DRK YLLW BRN, NPO, DRY, N HCL REACTION, 2 SM WEAK CEMENTATION, HOMO 4 4/6-155' SILTY SAND, 65/ SA-SR, FN-CRS W GRDD SND, 35/ FNS, L DRY 14 i STRNGTH] N DLTNCY} L TGHNSS; N PLST, LS1 M YLLW BRN] NPOr 7 / ORGANICS, DRY, N HCL REACTION, WEAK CEMENTATI❑N, HOMO 6 4 8 IU sM 19 15 25 12 14 EPSB3-155 7 155-26 WELL. GRADED SAND, 95/ SA-SR FN-CRS W GRDD SND, <5/ FNS; ' 1619 l4 GRY ❑RNG NPO DRY, N HCL REACTION] WEAK CEMENTATION 16 18 ' 20 09SW e 13 2 16 24 14 26 09 2 - 8 26-33/35 WELL GRADED SAND WITH SILT1 >90/ SR-R FN-CRS W GRDD SND, ' <10/ FNS, L DRY STRNGTH, N DLTNCY, L TGHNSS, N PLST; PALE 28 YLLW BRN, NPO) DRY, N HCL REACTION, WEAK CEMENTATION] HOMO, IRON OXIDES PRESENT 30 04 SW-SM l3 l6 32 33/35-415 WELL GRADED SAND, >95/ SA-SR, FN-CRS W GRDD SND; <5/ FNS, N DRY STRNGTHW M DNS] M YLLW BRN; NPO, DRY} N HCL REACTION, 34 /09 WEAK CEMENTATION, HOMO s ca,C�RF� GF JC � 36 9 s 38 SW . r` f 14 P L EPSB3-405 C -3 40 09 13 42 17 iPAGE 1 OF 1