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WATER WORK <br /> WELL/BORING LOG <br /> PROJECT LOCATION 308 NORTH GRANT._STOCKT(7N. CA.„ 4 PROJECT NO. -20187-] <br /> WELL/PORING NO, SB-3 SURFACE ELEVATION — rY WELLHEAD ELEVATION <br /> DATE DRILLED 1U17i99 REVIEWED BY RUSSELL JUNCAL RG3864 LOGGED BY E. TAYLOR <br /> DRILLING COMPANY OSTERBERG & STEWART DRILLER TRAVIS <br /> METHOD HOLLOW STEM AUGER <br /> A BORE HOLE DIAMETER 7.25 It DEPTH DRILLED 3L5 FT DEPTH To WATER, INITIAL FT STATIC _ zr <br /> CASING TYPE DIAMETER IN SCHEDULE INTERVAL FL TO ;T <br /> SCREEN TYPE DIAMETER _ - IN SLOT SIZE in INTERVAL_ ___SFS Tp r7 <br /> FILTER PACK TYPF INTERVAL FT TO FT <br /> SURFACE SEAL TYPE INTERVAL Fr TO _ _ FT <br /> NOTES BORING AjANTlnNF W N 'ACK) <br /> WELL DEPTH PID AMPLE ID U.S.G. <br /> DETAIL (FT.) (PPH) LOWCOUN LOG SOIL DESCRIPTION <br /> 0 "f~ 0-I4' H YLLV BRN UOYR 5/4), I= FNS, L DRY STRNGTH, R DLTNCY, SFT, SL <br /> PO, MST, SLT (ML) <br /> 2 <br /> 4 <br /> s <br /> ML <br /> 10 <br /> 12 <br /> 14 14-18' LT OLIVE GRY (5Y 2/2) 100% FNS, H DRY STRGNTH, NO DLTNCY, M <br /> STIFF, MST, STRNG PO 2 20, LN CLY CCL) <br /> e w 16 CL <br /> 1 4751.0 <br /> 18.31.5' LT OLIVE GRY (SY 2/2), 100% FNSH DRY STRNGTH, M STIFF, MST, <br /> ST'RNG PIZ ELASTIC SLT (MM) <br /> r f IN-S13-20' <br /> 20 6 <br /> :; 10 DRIVE SAMPLE 25'a ELASTIC SLT (HL) AS ABOVE, MST, HOTTLE11, STRNG <br /> 22 HCL REACTION, ROOTLETS, STRNG PO <br /> -3 <br /> 4 MH <br /> -A 4122.0 1311-S$1-r�5' <br /> 6 <br /> r <br /> 26 — 9 <br /> 12 <br /> 28 <br /> 1400 L)i-Sffi-305' DRIVE SAMPLE 30': ELASTIC SLT (MH) AS ABOVE: MST, HOMOGENOUS, NO HCL <br /> 30 3 REACTIDN. STRNG PO <br /> 6 <br /> s1 32 9 BOTTOM OF BORING 31.5' <br /> 34 RUSSELL W. ;' y <br /> JOJNNdAL �( <br /> �� Vf 36 No. 31"6� jC + <br /> 3e / <br /> �.,•� ��� <br /> 40 of CAl1Fd���, <br /> PAGE i OF 1 <br />