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WATER WORK
<br /> i WELL/BORING LOG
<br /> PROJECT TEL[C/KNOVLES _ LOCATION x 1140 V, HAMMER LANZ, ST[]jXIM _ PROJECT NO 20223-1
<br /> YELL/BORING NO. SB12 SURFACE ELEVATION 11 —moi WELLHEAD ELEVATION —T
<br /> DATE DRILLED 10-12-89 R£VIEVED BY RUSSELL JUNCAL RG 3864 LOGGED BY J SCHOLLARD/P JUNCAL
<br /> DRILLING COMPANY SIERRA DRILLING DRILLER R- CRANE METHOD HOLLOV STEM AUGER
<br /> BORE HOLE DIAMETER S IN DEATH DRILLED 445 FT DEPTH TO WATER& INITIAL F7 STATIC � F7
<br /> CASING TYPE DIAMETER IN SCHEDULE INTERVAL FT TO FT
<br /> SCREEN TYPE DIAMETER IN SLOT SIZE IN INTERVAL FT TO rZ
<br /> FILTER PACK TYPE INTERVAL ET TO FT
<br /> SURFACE SEAL TYPE INTERVAL FT TO FT
<br /> NOTES ABANDONED V/NEAT CENTH (TRENIE METHOD) +
<br /> WELL DEPTH PID AMPLE [DI U.S.G.
<br /> DETAIL (FT) (PPM) �LGVCOUNJLOG SOIL DESCRIPTION
<br /> Q 0-5' ORGANIC SOIL-LN CLY. (34 SND, >95/. FNS H DRY STRNGTH, SL-N
<br /> DLTNCY. H TGHNSS M-M PLST, BLK, MPO, PROM ORru MST, N CHT,
<br /> HOMO
<br /> 5-65' NY NQPRLYSND. OCC
<br /> GL/CL FSL DRY STRGTK SL-N DLTNCY TGHNS, PLST HMST
<br />' HOMO, LT-DRK BRN
<br /> 4 6.5-e' ELASTIC SLT, <10.4 V F-F, PRLY GRDD SND. <907 FNS, L DRY
<br /> STRNGTH, SL-N DLTNCY, L TGHNSS. M PLST, HP❑, MST, HOMa LT
<br /> 600
<br /> BRN
<br /> 6 SM 8-95' SLTY SND APPROX 75/ VF-V PRLY GRDD SND, APPRCX 25/. FNS, L CRY
<br /> STRNGTH, SL-N DLTNCY, L TGnNSS. M PLST, V HPO, MOIST, HOMO,
<br /> >2K MH BRN-RUST
<br /> 8 95-11' SLTY SNDY CLT, 60-701 VF-M, PRLY GRDD SND, 30-40% FNS
<br /> >2K L-M DRY STRNGTH, M TGHN= M PLST, N DNS, HPC. MST, HCMG
<br /> io SM BRN
<br /> 10 160 s
<br /> 11-]25' LN CLY, 4101 VF SNA 5901 FNS, M-H DRY STRNGTH, SL-N DLTNCY,
<br /> 5
<br /> M PLST, V STIFF, HPO, MST, V SL STRTD. LDCAL VARIATIONS
<br /> 12 480 a IN SAND CONTENT
<br /> 74 n 12.5-14' LN CLY <W/ VF SND >90% F14S. H CRY STRNGTi-. SL-N DLTNCY
<br /> M-H TG.tNSS, N-H PLST V STIFF V HPQ MST, HCHO L SLKY GRN-
<br /> I4 L03 s 5P CRY, FEOX MOTTLING, GRN-GRY MOTTLEICLY, FE13X V F STRING
<br /> u
<br /> 12.5-14' LN CLY 10% VF SND 5907 FNS, H DRY STR'gGT34, SL-N DLTNCY, M-«I
<br /> 16 352 16� TGHNSS M-H PLST V STIFF V HPf1. MST, MCMC L 3LXY FEM
<br /> 17
<br /> ie MOTTLING. GRN-GRY, M❑TTLE/CLY, FE:3X V FN STRINGING
<br /> 18 2182 LN CLY, <1C/ SND, >907 FNS, M-H DRY STRNGTH, SL DLTNCY, M-
<br /> 9 H PLST, STIFF, V HPEL MST SLKY FEOX MOTTLING. RED BRN
<br /> 1424 n E7
<br /> 15 5- ' LN CLY, <10/ S?4D. >907 FNS M-H DRY STRNGTH. SL-N DLTNCY,
<br /> 20
<br /> >2K Z1J 2 M TGANSS, M PLST, HRD, V HPD. MST, BLKY FEC7X MOTTLING, RD SRN
<br /> 14
<br /> ze 17-1$5' LN CLY, L01 SND CCC GRVL, 90/ FNS, M DRY STRNGTH. SL-N DLTNCv
<br /> 2C 93E 2 M TGHNSS, M PLST, V STIFF, HPO, MST, SL FEOX, SLKY, REDDER THAN
<br /> 14 SP LAST CORE, LOCAL VARIATION IN SND CONTENT
<br /> 24 1 E4IOZ-20' PRLY GRDD SNDY FNS, 60-707 VF-r PRLY GRDD SND, 30-407 FMS,
<br /> 93 H DNS. V HPO. MST, FELIX. HOMQ FE❑X MOTTLE VF-M SNL. GRN-CRY
<br /> 500
<br /> id MOTTLING. SLK STAINING
<br /> 25 'I I 2L3-23' PRLY GRDD SNDY FNS. >907 SR. F-VF, M-DNS, V HPO, MST. V SL
<br /> 650 u2c FEOX, HOMO, FEOX MOTTLE, PRLY GRDD SNDY FNS
<br /> 28 700 u 23-24 5' 80-904 SR, F-VF, M DNS. PRLY GRDD SND, 10-20% FNS, DNS, V
<br /> 2 HPO, MST, SOME FE13X, HCMCL FECX MOTTLE, PRLY GRDD SNO
<br /> 3G 1440 �a MH 243-26' PRLY GROD SND, 90/ SR VF—;! PRLY GRDD SND, 107 FNS, DNS, V
<br /> �y 9 HPQ MST, STRNG FEOX, HOMO RD BRN
<br /> 1415 24 SM
<br /> 32 2+ 26-275 M GRDD SND >90% VF-M, M GRDD SNB, (10% FNS M DNS V HPO.
<br /> in MST, M-SL FE❑X, HOMO, SOME CLY RICH STRINGERS 1-2, YLLY BRN-
<br /> 17
<br /> ML—MH GRN BRN
<br /> 34 LSCO zr 275-29' PRLY GRDD SNO )90% VF-F H-PRLY GRDD SND, <10/ FNS; M DNS
<br /> V HPC. MST, HOMO. DAMPER THAN ABOVE, GRY GRN
<br /> 36 1950lz
<br /> Z9-303 ELASTIC SLT 4104 VF-F, PRLY GRDD, SND 90/ FNS M DRY
<br /> 980 si ML STRNGTH SL-R DLTNCY, M TGHNSS M PLST, M-H ORGANICS, V
<br /> 38 17� STIFF, H-M PO, V MST, HOMEL G.RY-GRN
<br /> L266
<br /> 23 _
<br /> 40 >72K '° u 30 3-32' M TGHNSS. M PLSTCLY SND, 65-757 M H ORGAN CS MS DNS 2H-VH PCL V MST DHCMCI I
<br /> ie BLK STAENENG, YLLV BRN—$RN
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