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2 P •' a <br /> A <br /> I'll 41 <br /> UZI <br /> WATERWORK <br /> F WELL/E30RING LOG <br /> PROJECTRFCjfnNAL VASE VALLR LOCATION ?SDO NAVY'nR(VE STQCk'T[7N CA PROJECT NE.ltlVl4g-P <br /> WELL/BCRING NIL rYz - SURFACE ELEVATION FT WELLHEAD CLEVATJ13N <br /> DATE DRILLED 10/16/ 9 _ REVIEWED BY RU.S�� _AU_"cAL-1Q'a + LOGGED BY-a n QT iUNl <br /> DRILLING COMPANY T R !G WART DRILLER L OLM METHOD HOLLOV STEM AI�,ER <br /> BORE HOLE DIAMETER B ttI_ DE'TH DRILLER 25 FT DEPTH TO ;J TERM INITIAL STATIC <br /> I:a <br /> CASING TYPE vv FF4e0__� DIAMETER 2 1N SCHEDULE 40 .—.. INTERVAL 0 T 'i❑—a FT <br /> SCREEN TYPEP%10 _...^DIAMETER 2 IN SLOT SIZE_ 0-229 IN INTERVAL.— R --EL TO __ 25 FT, <br /> FILTER PACK TYPE MONTEREY SAND 03 -- INTERVAL 6 EL TO— <br /> SURFACE SEAL TYPE NEAT CEMENT/9ENTpNETF _ — INTERVAL 0 ZL To m 6 FT <br /> t'81 NOTES <br /> I YELL. DEPTH PID AMPLE ID U.S.G. SOIL DESCRIPTION <br /> DETAIL (FT.) (PPH) LOVCOUN LOG <br /> ASPHALT <br /> ASPHALT <br /> 1-10' P4DRLY GRADED SAND, 100% PND, PRLY GRDD. FN SND, LOCZE; YLV BRN, <br /> NPC. SL MST <br /> [ , 4 <br /> NW-IA <br /> tx 6 0 <br /> 1 SA <br /> 2 <br /> 8 <br /> MV-IB <br /> y IO 2 ]0-16' SILTY CLAY, 100'% FNS, H DRY STRNGTH. N DLTNCY, M TGiINSS,H <br /> 0 3 PLST, H STIFF, BLUE GRY, NPD, SL HST-HST <br /> 5 <br /> r l2 CL <br /> it 4 <br /> im _ 14 MV-1C 16-23` CLAY SILT, 100% FNS N DRY STRNGTM, SL-H DLTNCY, SL TGHNSS <br /> L PLST, STIFF, GRN/GRY. wa VET <br /> 2 <br /> l = 16 0 3 <br /> 7 <br /> I2 _ 9 <br /> 18 <br /> 20 <br /> M` <br /> I _ 22 23-24' SILTY CLAY, 100% FNS, M DRY SIRNGTH. N DLTNCY, H TGHNSS, H <br /> 7 <br /> {•,B — CL PLST, H STIFF, BLUE CRY, NPD. % HST-HST <br /> 24 ML 24-25' CLAY SILT, 100% FNS, N DRY STR14GM SL-H DLTNCY, SL TGHNSS, <br /> L PLST, STIFF. GRN/GRY, NPO, VET <br /> � : 26 <br /> V,_g <br /> 28 <br /> R <br /> itl 305 c�c <br /> 32 SSELL a.1 <br /> JUN A <br /> t^a <br /> - - ---- - - - -34- --- - `i� -- 0 <br /> 36 9 OF CAi1E <br /> 38 <br /> 40 <br /> PAGE OF <br /> t79 _ <br />