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=y <br /> WATER WORK <br /> WELL/BORING LOG <br /> PROJECT CKHOLM PROPERTY LOCATION 1702 JACKSON STREET. £SLALON CA V0395.00 <br /> WELL/BORING NO, Sas SURFACE ELEVATION NS rTT PROJECT NO. <br /> PATE DRILLED IQ/[,/91 REVIEWED BY GREG STAHL RG. 51122 WELLHEAD ELEVATION — NS ct <br /> LOGGED DY TOM OM LUTLUTTERMAN <br /> DRILLING COMPANY SPECTRUM EXPLORATION DRILLER JOEL CUTTER METHOD HOLLDV STEM AUGER <br /> BORE HOLE DIAMETER e IN DEPTH DRILLED 41.5 FT DEPTH Tp VATER. INfTIAL FT STATIC FT <br /> CASING TYPE NA DIAMETER _ IN SCHEDULE INTERVAL---- rT TO FT <br /> SCREEN TYPE m NA DIAMETER -----ILL SLOT SIZE IN <br /> FILTER PACK TYPE NA INTERVAL - r7 T❑ <br /> SAND CEMENT SLURRY ]NTERVAL FT 711 - FT <br /> SURFACE SEAL TYPE INTERVAL 0 C7 TO 41.3 FT <br /> NOTES <br /> 'BELL DEPTH AID AMPLE ID U.Sr <br /> DETAIL (FTJ (PPM) LDVCOUN LOG SOIL DESCRIPTION <br /> 0 SILTY SAND WITH GRAVED 55% SR, fk W GRDD SND; 157 SR, <br /> FN-M, W GRDD GRVL) 30% FNS. N DRY STRNGTH' N DLTNCY; L <br /> ' 2 SM TGHNSSI N PLST; DRK YLLW BRA NP(; DRY; N HCL REACTIOk• <br /> WEAK CEMENTATION HOMO <br /> 4 4/6-15.5' SILTY SAND; 65/_ SA-SR FN-CRS, V GRDD SLAIN 35% FNS; L DRY <br /> 1.4 / STRNGTHI N DLTNCYI L TGHJSS/ N PLST) LSI M YLLW BRNI NPm <br /> / ORGANIC& DRY; N HCL REACTION WEAK CEMENTATION; NONE <br /> 8 <br /> 10 SH <br /> 10 <br /> 1.9 13 <br /> 12 <br /> 14 <br /> EASB7-IS ' <br /> 7 15.5-26' WELL GRADED SAND; 957, SA-Sk FN-CRS, V GRDD SND; (S,: FNS; <br /> 16 1.9 l6 GRY 011 NPO; DRY;N HCL REACTION WEAK CEMENTATION <br /> !8 <br /> 20 0.9 SW <br /> a <br /> 22 IS <br /> 24 <br /> 1< <br /> 26 0.9 26-33/35' WELL GRADED SAND WITH Sill )90Z SR-P, FN-CRS, V GRDD SNR; <br /> <10% FNS; L DRY STRNG711: N DLTNCYI L TGHNSS N PLSTI PALE <br /> 28 YLLV IDN OXRN; PRESENTDRYj N HCL REACYION WEAK CEMENTATION] HOMO; <br /> 30 0.4 SV-SM <br /> 13 <br /> ]6 <br /> 32 33/35-41-5' WELL GRADED SANDI )95% SA-SR, FN-CRS, V GRDD SND; (5% FNS; <br /> N DRY STRNGTH; M DNS, M YLLV DRW NPCI DRYI N HCL REACTION: <br /> 34 0.9 / WEAK CEMENTATION; HOMO <br /> 0 <br /> 38 SV <br /> t-JL <br /> 40 EPSB3 111 0,19 - <br /> u <br /> 42 17 <br /> PAGE __1 OF <br />