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rt <br />0 <br />ASPHALT <br />WATER WORK <br />0.4-5/6Z' <br />LEAN CLAYI C= SA -SR, FN, PRLY GRDD SND, 5% SA -SR, FM, <br />WELL/BORING <br />LOG <br />PROJECT _.cvRRrGAN PROPERTY LOCATION 620 SM JUAN, STXXTOK CA <br />PROJECT NO. <br />VELL/3ORING NEI MWI SURFACE ELEVATION NS <br />F7 WELLHEAD ELEVATMN <br />bm GT <br />DATE DRILLED 03/25/92 REVIEVED BY RUSSELL V. JUNCAL <br />RG 3864 LOGGED By <br />LDIS FRANTZ <br />DRILLING COMPANY EXCELTECH — DRILLER GENE NUNES <br />METHOD HOLLOW STEM AUGER <br />SORE HOLE DIAMETER -- 8 IN DEPTH DRILLED 27 FT DEPTH TO WATER, <br />INITIAL <br />12 FT STATIC 1.9 F -T <br />CASING TYPE F4eO PVC DIAMETER 2 TN SCHEDULE 40 <br />INTERVAL <br />0.4 FT <br />TO 6 FT <br />SCREEN TYPE F400 PVC DIAMETER 2 IN SLOT SIZE 0.010 <br />IN INTERVAL <br />6 FT <br />T13 26 E:[ <br />FILTER PACK TYPE Z/L2 SILICA SAND <br />INTERVAL <br />2.5 FT <br />TO 26 F7 <br />SURFACE SEAL TYPE NEAT CEMENT <br />INTERVAL <br />0 FT <br />T13 2 FT <br />NOTES 6' BENTONITE SEAL ABOVE: SAND <br />INTERVAL <br />2 FT <br />TQ 2.5 FT <br />WELLDEPTH <br />PID <br />AMPLE <br />(FT) <br />ppm) <br />lAvc <br />LOG <br />I <br />SOIL DESCRIPTIONDETAIL <br />rt <br />0 <br />ASPHALT <br />2 <br />0.4-5/6Z' <br />LEAN CLAYI C= SA -SR, FN, PRLY GRDD SND, 5% SA -SR, FM, <br />PRLY GRDD GRVLl )18(r6 FNSi M -H DRY STRNGTH; N-SLW DLTNC <br />CL <br />M -H TGHNSSj H PLSTI STIFFi DRK YLLV BM NPQ MSTI VEAK- <br />STRNG CEMENTATMM HOMO] MOTTLED VMM <br />o <br />6 <br />5 <br />13 <br />5/6.5-10/IL5I <br />LEAN CLAYI <15% SA -SP, FN, PRLY GRDD SND) >97/ M- <br />FMS) <br />DRY STRNGTH; N-SLW DLTNCYj L TGHN&Sj M -M PLSTI STIFF; <br />3)RK-YLLV BRN, NPD; MST) N MCL REACTICK- M-STRNG <br />CEMENTATION <br />8 <br />CL <br />10 <br />gam, <br />10/ILS-lS1[6 5' <br />ELASTIC SILT; 0% SA -SR; FR PRLY GRDD SN3)j >95X Fl4Sj L -N <br />22 <br />DRY STRNGTH; N 33LTNCYi L -M TGFLNSSi H PLST; N STIFF LT <br />12 <br />17 <br />OLIVE GRN; NPEb VET) WEAK HCL REACTIM4 K-STRNG CEMENT - <br />ATION MOTTLED RUST <br />14 <br />w <br />MH <br />15/16-5-20/2LS' <br />LEAN CLAY; <10% SA -SR, FN. PLRY GRDD SND; )WC FNS; <br />16 <br />DRY STRNGTH; N DLTNCYj K TGWNSSj M PLSTj STIFF) LT OLIVE <br />a <br />GRGRN;NPQ WFTj N HCL REACTION M-STRNG CEMEKTATE?k <br />MOTTLED WWrTE <br />CL <br />20 0 <br />20/2L5-27' <br />ELASTIC SILTj- <5% SA -SFS FN, PRLY GRDD 3" >95X FNS; L -M <br />DRY STRNGT)b N TGHNSSj M -H PLSTM STIFFj LT <br />101 <br />YLLV 2RN MPQ VET) NDLTNCYj MCLL-M REACTIO4 M-STRNGJ CEMENTATION <br />24 — <br />MH <br />....26 <br />:AVE <br />117 <br />28 <br />30 <br />32 <br />34 --1 --1 <br />36 <br />38 <br />40 <br />42. <br />PAGE i __ OF i <br />