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` i 9A''"'M=- <br /> -TELL/BORING LOG <br />' LCCATION _ - PROJECT NO W0399 <br /> PROJECT GAIlf PROPERTY 1 fi07 TURNPIKE ROAD STOGX70M CA <br /> wELL/9ORING NO. Mwt SURFACE ELEVATION N5- -fT WELLHEAD ELEVATION <br /> DATE DRILLED 02/25/92 REVIEWED 8Y GREG P STAHL RG NO 5023 LOGGED BY TOM LUFIEAMAN <br />' DRILLING COMPANY RESHA INOUSTRIES DRILLER GENE NUNKS METHOD HOLLOW S7EM AUGER <br /> BORE HOLE =METER a IN DEPTH DRILLED 60 FT DEPTH TO WATER INITIAL FT STATIC 36 ri <br /> CASING TYPE <br /> PVC F4M DIAMETER2 !N SCHEDULE 40 INTERVAL Q FT. TO 29 Fr <br /> SCREEN TYPE PVC F480 DIAMETER -2 AN SLOT SIZE 0 010 IN I INTERVAL 29 FT TO 9 E- <br />' FILTER PACK TYPE LONESTAR 12/12 AND NATURAL SAND PACK INTERVAL 27 FT TO so TT <br /> SURFACE SEAL TYPE NEAT CEMENT/9ENrCNf1E INTERVAL _ 0 r T TO _,_ 27 E_ <br /> NOTES <br /> WELL DEPTH 1x10 SAMPLE 10 U.S.G. <br /> DETAIL (FT) (PPM) OWCOu LOG SOIL DE5CR1PTIgH <br /> 0 0-O.S ASPHALT <br /> 2 05-11.5/15' SILT. <5% SND; >952 FNS; L DRY STRNCTN. SI.W DLTNCY. L <br /> fGHNSS N-L PLST. HRD- M YLLW BAN; WIPO; DRY-MST; N <br />' - <br /> 4 HCL REACTION, WEAK CEMENTATION; HOMO <br /> 7 <br /> _ 0.8 14 <br /> 20 JAL <br /> 10 1b <br /> 2.2 <br /> 12 0.6 22 <br /> 14 11 5/15-21.5/25 ELASTIC SILT 3-10% SND. 90-957. FNS L-M DRY `TRNCTH: <br />' 1D SLW DLTNCY, L TGHNSS, L P+LS"r V STIFF M YLLW BRN-P <br /> 16 OG i0 YLLW BAN NPO DRY-MST H HCL Rf4CnON- WEAK CEMENT- <br /> ATION. HOMO INCREASING SAND AT 2Q FEET <br /> 18 MFI/LIL <br />' 20 10 <br /> O.B 17 <br /> 22 <br /> 24 <br /> 21 5/25-26 5/30 POORLY GRADED SAND WITH SILT- >857 SA-52 FN. PRLY GROG <br /> 1N SND <15% FNS, DNS LT GAY OLIVE STRING PO MST. N MCL <br /> 26 �_9 i6 5P-511 REACTION. WEAK CEMENTATION, HOMO, MICACEOUS <br /> 24 <br /> 28 <br /> 30 330 GF-Mw113313 SW 26 5/30-30 3 WELL GRADED SAND >95X SA-SR FN-GAS W GROO SND; <57 <br /> 15 FNS. DNS- STRNG PO- MST M HCL REACTION WEAK CEMENT- <br /> 17 ATION. HOMO. MICACEOUS <br /> 32 <br />' 30 5-41 5/45 LEAN CLAY, 5-10% SND. 90-93% FNS. V STIFF, M-H DRY <br /> 34 STRNGTH N-SLW DLTNCY M TGHNSS M-H PLS7, LT GAY OLIVE- <br /> M OAK GAY SL-S7RNG PO MST N HCL REACTION, WEAK <br /> 100 t,7-IINI-I3 S <br /> 7 CEMENTATION, HOMO <br />' <br /> 36 s CL <br /> — 3$ 11 <br />' 40 120 18 Al 5/45-4113/50• FAr CLAY <ISM SA-SR, fN PRLY GROG SNO >a5% FMS. V N <br /> �z 1JS DRY STRNGTH N DLTNCY H TGHNSS M-H PLST HAD. M ORK <br /> GAY. $L-M PO, MST. N NCL REACTION. WEAK CEMENTATION. <br /> HOMO <br />' CH <br /> PAGE I_ OF_L_ <br />