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l 7 <br /> WELL/BO 1N(3 LOG <br /> PROJECT UARITAL OEOTUCTION TRUST LOCATION 601 SOUTH VS, RA. T.CCCTON CA PROJECT NO. WOT71 <br /> 'N=L1-/90RING NO. UWA SURFACE' ELEVATION yA WELLHEAO ELEVATION HA <br /> OaTE DRILLED _03/17/92 REVIEWED 3Y GREG P. STA.Ht. RC Nn_ 5023 LOGGED 8Y T. LePACK <br /> DRILLING COMPANY SPECTRUM ;-XPLORATIDN DRILLER T. COF.c METHOD "OL.L0- STEW AUG'E'R <br /> 30R= HOLE DIAMETER s IN DEPTH DRILLED 32 DEPTH TO WATER INITIAL t4.5o RF STATIC �,t5.-��, <br /> CASINO TYPE avc F�o� OIAMEiER 2 "1 SCHEDULE t0 INTERVAL, 0 TO tom,, <br /> SC C,:N TYPE PvC PASO 01AAIEY_R 22 N SLOT SIZE 0.010 FN INTERVAL 12 r, TO 32 <br /> =iLT:*R PACK TYPE 1,� SANO INTERVAL 9 <br /> ra 32 .. <br /> SURFACE SEAL TYPE +IT NIT- - 4.--AT 'vEKT INTERVAL G FT TO 9 <br /> NOTES <br /> wE=! OEMPID SAUFL tQ U.S.G. <br /> OEIAIL I (FT,) {PF1I) ELOWCOUIii LOG I SAIL DESC."<Il'TIaN <br /> 0 � I <br /> 0-3 ASPHALT <br /> 2 3'-� ROAD SASE <br /> I=AN CLAY: 10: F-H SNO: 90: FMS: H DRY MNGTH: SLW <br /> ¢ OLTNCY; L TGHM55; M ?LST: L 3RN; NPO. ORY: N NCL <br /> REACTION; WEAK CEMENTATION: HOMO <br /> S s <br /> 6 � tC � Gt <br /> t0 2 i <br /> 12 ' <br /> iS-t9' SILTY SAND; 30%. SR-R, FN, PRLY GR00 SND; 20%. FNS; LT <br /> — OUVE CRY: NPG: 143T. N NM taCTON- W CEMENTATION: HOMO <br /> 3 S <br /> 16 � <br /> 10 <br /> SGT-�+r2-Ig'� <br /> 20 19-25/.'.8' C;,AYEY SANO; 60% SR. FTI. PRLY CROD SND: W% FNS; L7 OLIVE <br /> 22 SC GRT: NPO: WET: N HCL REACTION: WEAX CEmEt�ITATION: HG1AQ <br /> 2¢ <br /> n/23-ZS/32' SILTY SAND; 30%. SA. FN. PRLY CRDO SND: ZDV FNS; Li 7LsVE <br /> GRT; NPO; WET: WEAK NCL REACTION; FQM0 <br /> 26 <br /> 28 S14 23/32-3Z' SANDY CLAY: A= FN. SND: 60% FNS: H DRY 51�NGTH: SLW <br /> OLrNCY, W TGHNSS: L RLS`: LT OUV£ (=T. NPO: WCI. H HCL <br /> ACACTION; HOMO <br /> 30 <br /> 32 <br /> L <br /> 30 <br /> 40 �°T� ��trc►�: <br /> r \ OF G���t <br /> 42 I �. <br /> F <br /> PAGE ± OF 1 <br />