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64 <br /> WATERWORK <br /> ALL./BORING LOG <br /> PROJECT WEBER ANT LGCATION 141 NORTH ELDORADO STREET. STOCKTCK CA PROJECT W.. 475 _ <br /> VELL/BORING NIL S69 SLXZFACE ELEVATION AE2MXTMATELY WELLHEAD ELEVATION . - NS r-T <br /> DATE DRILLEL 04/08/91 REVIEWED BY RUSSELL W. AN"AL RG 3864 LOGGED BY_�N♦+ � <br /> DRILLING COMPANY SPECTRL44 T DRILLER TED -FEY METHOD HOLM STEN AUGER <br /> BORE HOLE DIAMETER B IN DEPTH DRILLED 30 FT DEPTH TO WATER, INITIAL Fr STATIC _ Fr <br /> CASING TYPE NA DIAMETER NA rN- SCHEDULE -- NA -- INTERVAL NA FT Ta NA FT <br /> SCREEN TYPE NA DIAMETER NA IN SLOT SIZE NA IN IUTERVAL HA FT TO NA FT <br /> FILTER PACK TYPE MA INTE;ZVAL NA FT TO- NA FT <br /> SLRFACE SEAL TYPE t A'T CEMENT/ASPHALT PATCH ��. INTERVAL 0 ,ET TO -jm <br /> - NOTES <br /> VEILL DEPTH AID PaAPLE ID Mm SIAL DESCRrPTiGN <br /> DETAIL 0.) (Pm %NMUNI IDG <br /> 0 0-0.4' ASPHALT <br /> R4-5.7' FRT CLAY, TR SNA 1007, FNS) VM DRY STRNGTI* N-SLV <br /> 22LTNCY, H-H TGHNSS) H PLSTI STIFF) CL,IVE DLK-PRN BLK; <br /> 2 <br /> CH IL PO r MSTt N HCL REACTICH WEAK CEHENTATED 6 43HU <br /> 4 <br /> ' SS 5:7-6.3/10' FAT CLAYI <57, SN5 >93% FNTR <br /> S) VH DRY SNGT4 M-SLV <br /> 6 f' DLTNCY) H-H TGHNSSI M PLST) V STIFF? OLIVE MY- S" <br /> 15 CH /I YLLV B". MPC1 HST; WEAK HCL RF4CTH3P4 WEAK CEMENT- <br /> -ATIN SLILY MOTTLED] TR ORNG TAINING <br /> 6.5/10-115/15' FAT CLAY1 T.; SND) IN%. FNS) VM DRY SIRNGTFO N-SLV <br /> DLTNCY, !S-H 'rG=Sr M-H PLSTj V STIFF, OLIVE GRYI <br /> 10 3 NPO, MST) N HCL REACTION$ wm-M CEHEHTATION) HOMO _ <br /> J ]0 CH <br /> 12 11 1L5/]5-]6.5/20' CLAYEY SAND, >70 SR-R, Fry PRLY Z:DDD SND, <307: MS) <br /> 1r DNSr M BRN SL PO;N57r N HCL REACTION WT-AY CEMENT- <br /> 1 <br /> 4 ATION HOMO <br /> w YP_S89-1.5-Y - <br /> 4 <br /> r I6 3 6 Sr <br /> 16.3/20-21.3/25' WE'LL GRADED SAND WITH SILT)>90% SA-R, FN-CRT. WELL <br /> - -. GkADD SND, <IO%. FNSr M ANSI DRK YLLW BRN) NPO] MST) - <br /> ,r I� N HCL REAC71EM WEAK CEMENTATION HOMO <br /> 20 r Sv-SM <br /> 9 ---- <br /> 2r� 4 11 21.5/25-26.5/30' LEAN TO FAT CLAY)07: SNDj )95% FNSi VH DRY STRNGTij <br /> ERN-N-SLV DLTHCYI M TGHNSS; N PLST) V STIFF)H <br /> LT OLIVE GRN] NPO] MST) WEAK HCL REACTION]VEAK <br /> i 24 CEHENTATICir4 MOTTLED i <br /> 7 Sy-CL/CH <br /> 25.5/30-315' ELASTIC S1LT1 <23K SND] +'73Z FMS] H DRY STRNGTFy SLV - <br /> ]3 DLTNCY, L-M TGHNSSr H PLSTr V STIFF) LT OLIVE GRYr <br /> 3 NPO, MST) N HCL REACTION VEAK CEMENTATION HOMO <br /> 23 <br /> 30 2 VP-SU-3,15' <br /> 1 MH <br /> v32 1 !�\yi�REE] <br /> 34 <br /> RUSSELL lw -+ <br /> rr I JUPICAL <br /> -� 36 1 <br /> rtit: No.3864 <br /> 38 <br /> 40 <br /> 42 <br /> r. <br /> PAGE _2_ GFS <br /> f � <br /> ( .C� THIS, <br /> 1+ ►T BE <br /> pDUE TD <br /> OCNDITION .Or. <br /> ORiGI�L <br />