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r va <br /> r � <br /> I HIM <br /> BORINNG NO. MW-? <br /> =- CCGRDINATES,r -`"� e ` <br /> .1-4,.. � � FIELD cE^wress❑ ,< <br /> . �ba� . W_ _ <br /> ❑E AELL SuuuARr n_ w � EDITED 8Y.nn WAX,k. ;SATE BEGAN - <br /> F N Y a s og a i CHECKED BY <br /> _t_j6St._ DATE FINISHED X17-90 <br /> ;ilWf=jEFTHjay""'— :ROUND SURFACE EL 5.96 H <br /> r s <br /> 0 0 - <br /> LTri@ty w�_G. ;RAVEL (9,LL). About 907. rine. <br /> Tcp of <br /> Casing Op �•: sub-angua: to angular grovel; snout t07- <br /> with Lockinq Cap _ coons. subs-anguiar sand: dry, gray. na <br /> :+s reaction with HCt. <br /> LEAN CLAY: About 100X Mills with mearum <br /> CL plasticity. high dry strength. no dilatancy. - <br /> mealum tWWs= firm: moist; brown with <br /> Cray meltfn sfron reaction with HCs. •- <br /> CsaTeht nth t ee with madam 01Gehctly. <br /> 5 _I 0 i7-B-to.ite high dry strength, slow ddataney. medium tougnnsss <br /> le/teCL about 40%flet@. sub-angular, poony gradt4 sand: _ <br /> _ firm: moist; brown with gray mottling; strong <br /> reaction with HCI. Y <br /> i 0 47 Sch. 4DL.EAN may; Anout tOC7- fines with high <br /> PVC Caging LEAN <br /> high dry strsncth. no dAatancy. <br /> ' •'i low to medium toughness; very firm: moist: _ <br /> brown with calcareous wing: *bong . <br /> reaction with KCL <br /> CIL <br /> 1D 0 6entonite <br /> r la/le Pellets 3>! <br /> 110, <br /> . LEAN CLAYS NiTH SAND: About 90% fine* with : <br /> #2 Lon ntar medium plasticity, high dry strength, slow <br /> sand <br /> .-7 0. daataney, medium toughness; about 1076 Ont. <br /> sub-angular Bond: firm: moist: brown with <br /> 15 1 <br /> gray cotcoreeus mottling; strong reaction <br /> t . <br /> ]] w4h HCI._ <br /> LEAN CRAY: About 1007-Ones with medium . <br /> •""� �`" plasticlty, high dry strength,no dilatancy, <br /> medium taugnnes3: wary firm: moist; brown <br /> I `i I with gray mottling. strong reactior with$ HC1. <br /> % CL <br /> -t <br /> 20 4 0 <br /> ::•. 12/1e za <br /> 47 dia. Set:. 40 7 <br /> r.S. Scrap.010' <br /> ��• $tot SLGroundwater encountered at 22.5'. <br /> ? •CLAYEY SAND: About 757.fine. 1"b-ongulor to <br /> :-d sub-round sand: about 25R fines with medium <br /> plasticity, high dry strength, slow <br /> dllataney. medium tpughnesr wet: brawn: no <br /> traction with HCI. <br /> 25 0 k' <br /> 20 LEANCLAY: About 907-fines with medium <br /> picsttcity, high dry strength, slow <br /> j; - dilatancy, m@dium toaghntsr. about 1077 tine, <br /> sub-angular to s6b-round sand: firm: moist: <br /> u { brown with gray calcareous mottling: strong <br /> reaction with HCL <br /> - PVC Endcap <br /> 30TOTAL DEPTH 30 FEET <br /> Y <br /> 35 PAGE 1 OF 1 <br /> DRILLING CO.: Spectrum Expioratiorl <br /> DRILL METHOD: Holtow Stem Auger CME-55 - - <br /> SAMPLSAMPLING METHOD: Split 5poorr Sampler -- - - SEE LEGEND FOR--LOGS-AND-TEST-PITS- -- <br /> IFOR U(PIJANATION OF SYMBOLS AND TERMS <br /> PROJECT NO.: 790632 <br /> CLIENT: BP Oii Company <br /> LOCATION: Sacramento, CA <br /> ! 007T <br /> 8P0-Mw-2(•DP01) -t70sI0La07e . <br />