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�g <br /> �JdfL <br /> i -- <br /> a a MORA ag <br /> L <br /> LLIBORING LOG _ <br /> PROJECT VEBER FSMIT I_OCATION 141 WRTH ELOrmADO STREET,STOCKTCK CA PROJECT NO. 475---�-� <br /> — VELL/11ORING NO. „''4 SURFACE ELEVATION .APVR4xHATELY 11 FT WELLkrAD ELEVATMN E <br /> DATE DRILLED REVIEVEil SY LGGGED BY J1141 OEM <br /> DRILLING COMPANY 7 ECT,%JK L7iF1_WAIOM DRILLER RAY LTVINGSM. _ METI{1D .,--fir <br /> 60RE IiILE DIAMETER 8 - DEPTH DRILLED 50 FT DEPTH TU WATER. INITIAL . 37 Er STATIC ns rr <br /> _ CASING TYPE ll—vg.-F-00 DIAHETER SCHEWLE i0 , INTERVAL- 0 FT TO 30 FT <br /> SCREEN TYPE ILA F480 DIAMETER ,IN SLOT =EAO?0 IN INTERVAL 343 Fr T13_ 5 _rT <br /> FILTER F=UCK TYPE: r INTERVAL. 20 FT TO0 El <br /> SURFACE SEAS_ TYPE B`,NTCNCTE 26-2R' NEAT CEMENT 3-z ' INTERVAL 0 FT TO 26 E <br /> NOTES SAN3PUDT CNT SLUZRY FROM 0-3- <br /> WELL DEPTH PID SAMPLE ID US.G SOIL DESCRIPTION <br /> DETAIL ffTJ (Pm LOG <br /> - a 0-0.4` ASPHALT <br /> ,Z 0.4-65/10-LIV FAT CLAY] TR SM 1004 FNS] VH DRY STi.NGTH N DLTNCYj <br /> H TGHNSSI H PLSTj V STIFFS BRN BLW SL PCE 'tSTI N FCL <br /> REACrMik WEAK CEM TATMN MOTTLED <br /> _. 4 CH <br /> Ej 10 IL5l15-16S/20' ti..ESLV QI)LTN YE M IH T M H PLSTjjVM MY STRNGTit <br /> V STIFF;OLIVE <br /> GRY) SL POr MST] M FCL REACTIE" VEAK CEHENTATMb <br /> B S'_ MOTTLED <br /> iQ 17-IIY4 is. <br /> 9 1 CLICM IG 7120-215/23' ELASTIC MTj(5/. SKD >95d FNSj M DRY STRNGTFI SLV <br /> I2 t IT DLTNCYi L TGH NSS$ PLSTj V STIFF$ M-DRK YLLW BR <br /> • 12 NPCb MST] N HCL. REACTIDNI WEAK CEHEKTAICji MGM <br /> COMMON VHITE VEINING - NOT CALCAREMn <br /> 14 <br /> 16 I w 215/23-20,3/30- FAT CLAY)CSX SND]>95% FNS, VH DRY STRMGT4 N-SLV <br /> 9 DUNGY] H-H TGMSSj M PLSTj V STIFF] DRK YLLV $RM; <br /> NPD] MSTj VEAK-STRNG HCL REAETIONi VEIX CEMENTATION <br /> HMQ ROOT HOLESL TR VHITE CALCAREOUS VEINING <br /> c0 _ <br /> IG CH 2&Li3U-315/35' :CAN CLAY]TR SND; 1007. FHTj'M DRY STRP4T4i N-SLV ...- <br /> 22IITNCYj M T"S31 M PLSTJ V STIFF] OLIVE GRYJ FFOj <br /> 'r„cTj (I 'ICL REACTION WEAK CEMENTATION MOTTUM <br /> ['2NHaN 3RNG lTAINWG <br /> 24 <br /> 8 CL 3Ly/35-?S3' ELASTIC SILT) TR SND]I00'!. FNSj M DRY STRNGTI} SLW <br /> _ 26 I DLT'NCYj L TGIWSSi L-M PLS-,j STIFF] M-DitjS SLI.V BRN <br /> 35 NPQ MST$ N HCL R£ACTIOK WEAK CEMENTATICN HOM3 <br /> - - 26 R30TLCT <br /> _ 30 MH <br /> 3$.5-36..1/4(Y FAT CLAY] TR SND] it;,% FNS] VH DRY STRNOTR SLV <br /> - _ 32 DLTNCY) H-H TGHNST) M PLSTj M STIFF] LT OLIVE MY- <br /> iii DRK YLLV IRA NPO HST$ N HCL REACTMN WEAK CEMENT- <br /> ATIM4 4OTTLEDj COMMON DING STAINING <br /> 34 yr MVN /cH <br /> — 3 36.5/40-41.3/45' LEAN CLAY, TR SND] 100'7. FNSj H DRY STRNGTI4 N-SLV <br /> Mla <br /> 36 5 CL NSTrhN KCL READ ION WEAK CEMCNTAT[OrS�MOTTTLLEDD <br /> 38 <br /> -- - ------- ---------- ----- --33.5.36.1/f0'-----SICTT-SANDE 60Y.-SR-R.-FN-M.-PREY CiRHD-SNb-i07 fN5r-- --- ---- - ------ ---------- <br /> 40 M DNS$ M-DRK YLLV 304 WOr VETj N HCL REACTI01*44 <br /> i 13 SM VEAK-M CEWNTATION; SL MOTTLED <br /> 42 3G6l10-413' POORLY GRADED SANOj 100% FN-M PRLY GRED SND$ TR <br /> FHS$ M DMS$ OLIVE GRYJ l Dt VETT N HCL REAUTONj WEAK <br /> SP CEMCNTATIONj HOMO <br /> PAGE _: _ OFA <br />