Laserfiche WebLink
i <br /> WATERWORK <br /> WELL/BORING LOG <br /> PROJECT MARITAL DEDUCTION TRUST LOCATI❑N 601 SOUTH VENTURA, STOCK70N CA PROJECT N❑. 174 <br />' VELL/$❑RING NO MW3 SURFACE ELEVATION NS FT WELLHEAD ELEVATI❑N _ - NS TT <br /> DATE DRILLED 08/15/90 REVIEWED BY RUSSELL V. JUNCAL RG 3664 LOGGED EY JOHN GIORGILKRYS HARDHAN <br /> DRILLING COMPANY SPECTRUM DRILLING DRILLER DOUG SHEARER METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER -- - PIN DEPTH DRILLED 35 FT DEPTH TO WATER: INITIAL 15 FT STATIC ---- 14 cT <br /> CASING TYPE F480 PVC DIAMETER 2 1N SCHEDULE 40 INTERVAL 0 FT TO 13 Fr <br /> SCREEN TYPE F48D PVC DIAMETER 2 1N SL❑T SIZE 2,010 IN INTERVAL 13 FT TO ,_,33 :T <br /> FILTER PACK TYPE 2/12 LONESTAR SAND INTERVAL --- Il FT TO 35 FT <br />' SURFACE SEAL TYPE 2' BENTONITE-NEAT CEMENT INTERVAL o FT TO ll pr <br /> NOTES <br /> WELL DEPTH PID AMPLE ID USG SOIL DESCRIPTION <br /> DETAIL (FT) (PPM) �LnWCOUNILOG <br /> 0 5-6.5/10' LEAN-FAT CLAY; TR SND, >997 FNS; VH DRY STRNGTHr SLW <br /> DLTNCY) M-H TGHNSS] M-H PLST] M STIFF] DRK YLLV BRI; <br />' NPQ) N ORQ MSTj STRNG HCL REACTION WEAK CEMENTA- <br /> 8 TION, MTTLDj BLK STAINING, DESSIMINATED FELIX STAINING <br /> 4 C L/CH <br />' 2 <br /> 6 5 6 5/10-15' LEAN CLAYI <l0/ SNBj >90/ F'NSj H DRY STRNGTHj SLW DL- <br /> TNCYj M TGHNSS; M PLST, STIFF] ARK YLLW BRN NPO, N <br /> 8 ORG) MSTj N HCL REACTICNI VEAK CEMENTATION) HCMO <br /> id MDT- <br /> MW3- 5 <br /> 10 5' 1 <br /> 12 CL <br /> 14 <br /> _ $ 15-155' SILT) <15/ SND, >85% FNS; L DRY STRNGTK SLW-R DLTNCY, <br />' 16 1 L TGHNSS] L PLST, M STIFF, DRK YLLW ERN, NPO: N ORG, <br /> SW <br /> 20 MSTj N HCL R£ACTIONI WEAK CEMENTATION) HOMO) BLK <br /> _ STAINING] SATURATED <br /> 18 15.5^16.5/20' WELL GRADED SAND) >954 SR-R, VF-M, M HRDNSS SND] <br />' WELL GRDDj <5% FNS] DNS, DRK YLLW BRN NPO; N ORG <br /> 20 WETj N HCL REACTION] WEAK CEMENTATIONI HOMO <br /> 3 <br /> 6 CL 165/20-215/25'LEAN CLAVI 43% SND <br /> 30 ] >977 FNS) H DRY STRNGTHI SLV DL- <br /> 88 ORQ TMST) NH HC j REACTIONPLSTj STWEAKDN <br /> CEMENTAI'QN) HOMO) <br /> STREAMERS QF CALCIUM VEINING <br /> 24 21.5/25-36.5' LEAN-FAT CLAY; (3/_ SND) >97/. FNS; VH DRY STRNGTHI <br /> 6 SLW DLTNCY) M TGHNSSI M PLST, V STIFF; DRK YLLW BRA- <br /> GRN GRYI NPO) N ORGj MSTj N-STRNG HCL REACTIOt; VEAK <br /> = 26 12 CEMENTATION MTTLDi BLK STAININQ FEQX STAINING] WMT <br /> CALCIUM VEININGI GRN BLK HTTLING <br /> = 30 5 CL/CH <br /> 8 <br /> 32 12 <br /> 34 <br /> 2 cr'�p 't'� h A <br /> — 36 - <br /> - 38 — <br /> No <br /> 6 38 No 033322 p <br /> 40 OrLA- 4 <br /> /�jV1l L �1, L <br /> 42 <br /> lF�F CAt\i�r <br /> PAGE_5_ flF 1 <br />