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Y � � <br /> ism WATERWORK <br /> ZWA <br /> - WELL/BORNG LOG <br /> FROJEET VCRER POINT LOCATION 141 tgRTH ELDORADO STREET, S1p2a2L&A PROJELT NO. 475 <br /> VELL/BOWNG NEL AS81 SURiACE ELEVATION APPROXIMATELY 12 Fi WELLkEAD ELEVATION NS j"r <br /> DATE DRILLED 04/0S/97. REVIEVED BY RUSSET V. JUNCAL RG 3864 LOGGED 5Y 044 Gla= <br /> DRILLING COMPANY T AT DRILLER RAY LIVINGSTON ` METHOD HOLLW STEK ALDER <br /> BORE HOLE DIAMETER B W DEPTH DRILLED 20 FT DEPTH TO WATER- INITIAL ET STATIC _ FT <br /> CASING TYPE 11A —DIAMETER NA IN SCHEDULE JNTERVAL 10' ___EL TO NA _FT <br /> SCREEN TYPE NA DIAMETER __NA_2L- NA-2LSLOT SIZE NA IN INTERVAL!u SFS TO NA F7 <br /> FILTER PACK TYPE NA _ DaERVAL. R4 _.rr TO NA- T <br /> SURFACE SEAL TYPE NEAT CEMENT/APHALT PATCH INTERVAL 0 EL TO a FT <br /> NOTES AN&C BQRIt& W PST lqTHA DIP AT 35 DEGREES <br /> YELL DEPTH PID SAMPLE ID Ul& SOIL DESCRIPTIN <br /> DETAIL (FT) (PPM) BLgVCGUNI LOG <br /> 0 ^_-:,4' ASPHALT <br /> Q4-4.1 LEAN CTAT WITH SAND] CZ57. SNS )75X FNS[ M DRY <br /> LL STRNGTHF SLW DLTNCY) H TGRHSS1 M PLSTj M IRK YL.LV <br /> 2 1%?IO MSTj WEAK HCL REACTrrA WEAK CEMENTATID4 SLTY <br /> MOTTLED <br /> 4 41-4.9/7.8' FAT CLAY] TR SNDj 100% FNS VH DRY STRNGTHj M DLTNCYj <br /> CH M SQ-LNM H PLST)GRY BLKj M PO: HSTj N HCL REACTU" <br /> 6 5 ,moi WEAK CEMCNTATIOW HOHO <br /> i� CH 4.9/7A-9.0' FAT CLAY)CIDX SNDJ no, r`Mj VH DRY STRNGT4 N OLTWYj <br /> H TC?*_Sj H PLSTj IRK YLLW BRN-DUSKY YLLW HRft SL PQ <br /> MSTj WEAK HCL REACTIIiYa WEAK CEMENTATION MOTTLED <br /> CL/CH <br /> IO 3 B4-94/11.8' SANDY LEAN TO FAT CLAYi<40% SNDi >60% FNSJ VH DRY <br /> STRNGTA SLV DLTNCY) M TGHNSSj M PLSTj DRK YLLV OR)i <br /> i 4R-ASIA- NPa NSTj k-VEAK Y.'L REACTION WEAK CEMENTATMNJ <br /> !.� HOTTLEDI ABUNDANT ORNG STAINING <br /> 94/11.8-13.1/1.6' LEAN ULAYj<5% SNM )93% FNSE M DRY STRNGT)$ N-SLW <br /> 14 DLTNCYj M TC'HNSSj H PLSTj DRK YLLW IRN; NPOj MSTj N HCL <br /> REACTION WEAK CEHLHTATI" HOTTL.EDI AZUNDANT CRtZ <br /> NCH STAINING <br /> k <br /> 26 3 13,1/16-15.x` FAT CLAY] {57, SNI)j 795% FNSj VM DRY STR - <br /> NGTHj H-SLV <br /> DLTNCYj M-H TGHNS& H PLSA H-DRK YL,V BRNj NP@ MSTj <br /> 18 NM N HCL REACTI04 VEA,'.-M CEHENTATIOW SLTY HOTTLCPI <br /> ABUNDANT ORNG STAIN[NCc <br /> F' le X71 207 16.2-L72/20' ELASTIC SILT] TR :Nn 100y FHSj M DRY STRNGTHj N-SLW <br /> z 20 CL DLTNCYj L-M TGHNSI L-M PLSTj DRK GRY-OLIVE GRYj MPQ <br /> MST;VEAX-STRNG HCL REACTION) WEAK-H CEMENTATM A <br /> .22 4 HOH@ CESSEMINATED VH'jTE CALCITE <br /> 17.2/20-21.3' LEAN CLAY] :5: SNA Y95Z FNSj H DRY STRNGTW N-SLW <br /> 24 DLTNCYi M TGHNSSj M PLSTj DRK YLLW BRl4 MP& ORGANICS] <br /> MST)N-VEAK MCL REACTION) WEAK-M CEMENTATION M13TTLEA <br /> y -V 3 DZSSEMINATEO WHITE CALCITE <br /> 26 - <br /> 28 <br /> 30 <br /> 32 <br /> 34 �,� RUSSELL 6'l. N4' <br /> ]UNCAL <br /> 1S Y <br /> 3E, NO. 3,164 fis! <br /> 38 <br /> 40 <br /> e 42 <br /> PAGE—i— OFA_ <br /> CANWr <br /> r <br /> >�lDl�TION OF TW GRfGI L <br />