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WATER WORK <br /> WELL/BO ING LOG <br /> PROJECT MARITAL DEDUCTMN TRUST LOCATMN 601 SOUTH VEN lJRA, STOCKTON. Ca PROJECT NO 174 <br /> VELL/RORING NIL M%Z SURFACE ELEVATION NS c- VELLHEAD ELEVATION NS cT <br /> DATE: DRILLED 08/15/90 REVIEVED 8Y RUSSELL V. JUNCA RG 3864 LOGGED 3Y JOHN GIGRGI/KRYS HARDMAN <br /> DRILLING COMPANY SPECTRUM DRILLING DRILLER DOUG SH ARS <br /> BORE HOLE DIAMETER 8 s� METHOD HOLLOW STEk AUGER <br /> DEPTH DRILLED FT DEPTH 7I1 WATER, INITIAL 30 rT <br /> STATIC <br /> CASING TYPE F+eQ AVC DIAME I cZ — 2 TN SCHEDUL= 4130 l4 -i <br /> SCREEN TYPE Caen PV[ DL4METER 2 tN INTERVAL F E5 t-T <br /> FILTER PACK TYPE 'Vr LEINESTAR SAND SLLTf SI y 2-230 IN INTERVAL _ L5 C-7 TO �5 <br /> SURFACE SEAL TYPE 2' 3ENrCNITE-NEAT CEMENT INTERVAL E3 FT T <br /> INTERVAL Q To <br /> NOTES _� L3 <br />! VELL DEPTH PID .SAMPLEID Il S G. <br /> BE TAIL (FT.) (PPM) LINCO Z SAIL DESCRIPTIM <br /> 0 5-65/10' LZAN-FAT CLAYI <I% SNIh >9,rZ FNS; VH DRY MNC�CF}I N-SLv <br /> DLTNCYt H-H TGHN= M PLSTt M STIFF DRK YLLW 3RNI NPd <br /> 2 CRGI MST; N HCL REACTICNI WEAK CENENTATICj J- i 3" <br /> STAININGS FEaX STAINING <br /> 4 CL/GH <br /> 2 <br /> 6 <br /> 3 <br /> 6.$/10-ILS/L5 LEAN CLAY; <2'/. SNDI >98Y_ FNSI VH DRY STRNGTHI SLV DLT,4- <br /> $ CY; M T,7r4NSS; M PLST) M $i,7'7 M YLLW 3RNs NPC; N CRG; <br /> MSFT N HCL REACTICN) VEAK C:MENTATiQNl MT7L-D; 3L K STAEN- <br /> INCu FELIX STAINING <br /> 10 MI)r- <br /> I0 5' 4 CL <br /> 12 s <br /> 115/i5-255/3 ' LEAN-r AT CLAY; <27. SNDi >90Y. FNS m-VH IIRY S,RNGTHI N- <br /> SLV ILTNCY, M-H TGHNSSS M-H PLSTI STIFF; DRK YLLW 9RN; <br /> 14 NPCI N C'RQ MSTI N-STRNG W REACTIIONI VEAK C--MENTA <br /> TYGry <br /> M@IC-MTTLDI 3L K S T AYNING; Fix STAINLNGF 1' SND L.IVSE, t/ <br /> ". <br /> IN DIAHETErR <br /> + - VE CALCAREOUS AREA <br /> 16 'r <br /> sslo <br /> + ?' • Kq <br /> , <br /> 20 <br /> 6 24 <br /> CL/CH ';�,r No. 038.122 <br /> 22 9 . <br /> 24 + �F OF CA,.�t0 <br /> 26 Lo <br /> a6-5/30-31Z/31'FAT CLAY. <27. SNDI >977 FNS VH DRY STRNGTHSN-SLv pLT- <br /> c='- �$ NCYI H r rIN$S; H PE.STI STIFF; GRN GRY) NPQ N CRGr MST- <br /> c:_;� VETI N-STRNG MCL REAL-=p4 MTTL3; SATURATED; rECX STA <br /> ING1 CALCAREOUS VEIN <br /> 30 <br /> 7 <br /> I CH <br /> 32 3L5/35-355' LEAN CLAYr TR SNDI )997. FNS; H DRY STRNEITHI SLV IILTNCY; <br /> TGHN=, M PLST; STIFF*; GRH 3LKc NPC N CRGI MST; N HCL <br /> I REACTD j WEAK Cc-tIENTATICNI HCMQ <br /> 34 <br /> ,� Cl- ' <br /> ' L 36 9 �C 35.5-AL' LEAN CLAYI TR SNEh >99T. FNS; 9 IIRY STRNGTH; SL.V LILTNCY; <br /> H TGHNSS; M PL,.�st MF -H ST�ir; GRN ELKS Ni'!l N GREs; MST. <br /> CAVED <br /> 38 CL N HCL rREACTIM4 WEAK CE..MENTA T ICN1 HOMO <br /> 40 3 <br /> 42 6 ELASTIC SILTS TR SNDI >99% FNS; M DRY STRNGTt SL'J 3LT- <br /> NCY7 H T04NSS; L PLSTI STIR; GRN 3LX; NPM N CRGI MSTI N <br /> HCL REACTIONI VEAK Cc-MENTATEL'NS HCMC <br /> PAGE OF <br />