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WATERWORK WELL/BORING LOG PROJECT EKHOLM PROPERTY LOCATION 1702 JACKSON STREET ESCALON CA PROJECT NO W038500 WELL/B❑RING NO SB2 SURFACE ELEVATION NS - FT WELLHEAD ELEVATION NS ET DATE DRILLED 10/16/91 REVIEWED BY GREG STAHL RG 5023 LOGGED BY TOM LUTTERMAN DRILLING COMPANY SPECTRUM EXPLORATION DRILLER JOEL CUTTER METHOD HOLLOW STEM AUGER BORE HOLE DIAMETER __8__1N DEPTH DRILLED 415 FT DEPTH TO WATER INITIAL FT STATIC _ FT 1 CASING TYPE NA DIAMETER TN 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 0 FT TO 415 FT N❑TES WELL DEPTH PID SAMPLE ID USG SOIL DESCRIPTION DETAIL (FT) (PPM) BL❑WCOUN LOG Q 0-55 SILTY SAND WITH GRAVELi 55/ SR M W GRDD SND; 15/ SR M, W GRDD GRVL, 30/ FNS; N DRY STRNGTH, N DLTNCYj L TGHNSS; N PLST, DRK YLLW BRN, NPO, DRY; N HCL REACTION; WEAK CEMENT- 2 SN ATION, HOMO 4 09 I4 - 6 55-155 SILTY SAND, 65/ SA-SR FN W GRDD SND, <35/ FNS, LS; M YLLW 5 BRN; NPO, DRY, N HCL REACTION, WEAK CEMENTATI❑N, HOMO 8 ' 10 14 3 sN 50 12 14 09 11 155-205 WELL GRADED SAND; >95/ SA-SR FN-CRS W GRDD SND, <5/ FNS, 16 1 M DNS; GRY ORNGj NPO, DRY, N HCL REACTION, WEAK CEMENTATION, 25 HOMO 18 SV 20 09 10 — 205-25127 WELL GRADED SAND, >95/ SA-SR, FN-CRS W GRDD SND, <5/ FNS, 1a M ANS; M YLLW BRN, NPO, DRY; N HCL REACTION, WEAK CEMENT- 22 ATION, HOMO SV 24 25/27-2s/3a WELL GRADED SAND, 95/ SA-SR, FN-M, W GRDD SND, 5/ FNS; 14 DNSI PALE YLLW, NPO, DRY, N HCL REACTION, WEAK CEMENTATION, 26 21 -1 HOMO 24 / ' 28 Sv 28/30-415 WELL GRADED SAND, >95/ SA-SR FN-CRS W GRDD SND, (5/ FNS; DNS, M YLLW BRN, NPO, DRY, N HCL REACTI❑N, WEAK CEMENTATION, / HOMO 30 10 l2 2 32 20 D Gfi�,C pti ' 34 EPSB2-355 Su r 36 33 17 GRE._Q ) P. S I KHL 38 No 5023 4Q EPSB2-405 J'f 26 2 1 25 1 � 42 r T_ PAGE 1 OF 1