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WATERWORK <br /> WELL/BORING LOG <br /> PROJECT MARITAL DEDUCTION TRUST LOCATI❑N 601 SOUTH VENTURA STOCKTQtj CAPROJECT NO 174 <br />' VELL/B❑RING NO MW1 SURFACE ELEVATION NS El WELLHEAD ELEVATI❑N Ns FT <br /> DATE DRILLED 08/14/90 REVIEWED BY RUSSELL W JUNCAL, RG 3864 LOGGED BY JOHN GIORGI/KRYS HARDMAN <br /> DRILLING COMPANY SPECTRUM DRILLING DRILLER DOUG SHEARER METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER — --8-21 DEPTH DRILLED 35FT DEPTH TO WATER: INITIAL 20 FT STATIC 14 FT <br /> t CASING TYPE F480 PVC DIAMETER _ 2 IN SCHEDULE 40 INTERVAL 0 FT T❑ — 13 FT- <br /> SCREEN TYPE F480 PVC DIAMETER 2 IN SLOT SIZE a alOIN INTERVAL --- 14 FT TO 34 -F <br /> FILTER PACK TYPE 2/12 LONESTAR SAND INTERVAL 12 FT TO 34 ET <br /> SURFACE SEAL TYPE 2' BENTONITE-NEAT CEMENT INTERVAL 0 FT TO L2 FT <br />' NOTES <br /> WELL DEPTH P13 SAMPLE ID USG Soft DESCRIPTION <br /> DETAIL (FT) (PPM) LOWCOUN LOG <br /> Q 5-6' LEAN–FAT CLAY] <17 SND) >99/ FNSj VH DRY STRNGTHj SLW DL– <br /> TNCYj M TGHNSSj M PLSTj M STIFF; DRK YLLW BRW NPO) N ORGt <br /> MST) WEAK HCL REACTION WEAK CEMENTATION) MTTLD <br /> CL/CH <br /> 4 <br /> ---- <br /> 6 7 6-65/10, LEAN-FAT CLAYS ClY SND; >99/ FNS; VH DRY STRNGTHj SLW DL- <br /> CL/CH TNCYj M TGHNSSI M PLSTj M STIFFS M YLLW ERN; NPO; N ORQ MSTj <br /> N–WEAK HCL REACTIONS WEAK CEMENTATIONS MTTLD <br />' 65/10-155' LEAN CLAY] <1/ SND) >99% FNSj H DRY STRNGTHj N–SLW DLTNCYj <br /> M TGHNSSI M PLSTj STIFF–M STIFFS LT OLIVE GRY–M YLLW BRN <br /> 1O NPQ1 N ORQ MSTj N HCL REACTION WEAK CEMENTATION HOMO <br /> 6 <br /> 12 9 CL <br /> 14 <br /> MDT– 2 <br />' 16 —155, <br /> 15 5-16 5/20' LEAN CLAY; Q1 SND) >997 FNSj H DRY STRNGTHj SLW DLTNCYj M <br /> 4 CL TGHNSSj M PLSTj M STIFF] LT OLIVE GRY-M YLLW BRW NPO; N <br /> ORGI MST) N HCL REACTION] WEAK CEMENTATION] MTTLD] BLK STAI <br /> 18 165/20-26' LEAN CLAY] <14 SNDj >99% FNS) M DRY STRNGTHj SLW DLTNCYj M <br /> TGHNSSI M PLSTj STIFF] GRN BLKj NPQj N ORGj MST; N HCL REAC- <br /> 20 TION WEAK CEMENTATION: HOMOs SATURATED; SAND LENSE <br /> 7 <br /> 22 B <br /> — <br /> CL <br /> 24 <br /> 5 <br /> 26 20 26-301' WELL GRADED SANDI >957 F–M, M HRDNSS SND; WELL GRDDI <5% <br />' FNS) M DNS; GRN BLKj N ❑RGI MSTj N HCL REACTION WEAK CEMEN <br /> 28 SW TATIQNj HOMO] SILTY CLAY LENS <br /> = 30 301-315/35' SILT; <5/ SND) >95/. FNSI L DRY STRNGTHj SLV DLTNCYj L TGH- <br /> 4ML NSSj N PLST; M STIFF; GRN BLKj N ORGS MST) N HCL REACTION <br /> 32 4 WEAK CEMENTATION] HOMO] SILTY <br /> 315/35-365'POORLY GRADED SAND; >95/ SR–R, VF, HRO SNDj PRLY GRDDj C5.4 <br />' — <br /> 34 FNSI M DNS) GRN BLKj ORGI MSTj N HCL REACTION WEAK <br /> CAVED 3 SP CEMENTATION HQ Q�(1C L CLAY LENSES <br /> 36 13 KqT !<c. <br /> 38 � <br /> s No 038322 <br />' <br /> 40 <br /> 42 — erv��_ <br /> qTF OF rA <br /> ,�0�< <br />' PAGE i OF—I_ <br />