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a <br /> BORING NO. MW-2 <br /> 613 C^ o H F1ELG GEtXOGlST K�ybti�. CCORAINATES —5=— <br /> rfat Suuu�RY a ' EDI= By_L1S1t9 lt�— GATE BEGAN <br /> S.. _ 04EECKO BYE p� GATE FINISKED h27-44 <br /> N fA`.W�- m� =7VTH M t ----- CRQUND SURFACE EL 5.96 <br /> a <br /> •. Q 0 Ch°faty Baa F- 1 — <br /> `` WELL—GRADED GRAVEL FllI: About 401E hos. <br /> Fop of Cass+9 tp ,` sub—angWar to anqulOr gravel: about 109 . <br /> w,th Lorxing Cap coater:, sub--eryular sand: dry, gray no <br /> reaStlon stn H0 <br /> CLA . Apout M. with meaium <br /> CL plasUelty. high dry strength.tnotilatan li. <br /> NAM medium touChnaa� with <br /> ?,xynnd Itik, rtw_•tion with <br /> Nd. <br /> y.h medim patC9ment with movt <br /> 7 0 59 Santo,ita high dry atrwngth,slow dlaloncy. m*&m touV.unc%& <br /> I <br /> o/Is t 33 CL about 402 tuna duh—anqu+ar. poorly @'aded sanrt <br /> firm: malst brown with ,gray mottli g;.string <br /> reaction tit-- r <br /> 0 V W. 40 LEAAI CLAY: nowt 10076 fines with nigh <br /> P14 Casing plasticity, high dry strength. no dtatanty. <br /> — low to modLim toughness: try rkm: moist: <br /> brown with colaarsaua vein11119: strong <br /> mcjn am with HO. <br /> CL <br /> 1Q 0 340tonite <br /> td/ti Pdlets .•E <br /> 13.01 <br /> �y taneetar r LEAk CLAYS VdTH SAND: About 90%finlike with <br /> Said x medium Plasticity. high dry ttrsngth, slow <br /> CL 410tancy, medium touughnas: about 10%floe- <br /> sub—angular sand: Arm: mals!: brown with <br /> 73 0 v gm cd=ows mattlha stranv, <br /> 16/tb ! 33 LEAN CLAY: Abaat 1t7G7C floes with medium <br /> •t plasticity, high dry strtngth, no di0tanay, <br /> medium toughnens: very Rum: molal brawn <br /> with gray mottling: strong reaction with <br /> ✓ - - - Nd. <br /> - 9 0. <br /> RO �s fi <br /> 0 <br /> l2/1a} 25 <br /> 4'dud. Soh. 40 y: <br /> S.S. Screen .010 ax <br /> Not SLCroundwater enaauntared at 22-:. <br /> ,IAAYE(SAND: About 75%Ane. sub—ongular to <br /> wtr—round sond: ebout 25%tines ,with medium <br /> / -tictty. high dry strength, slow <br /> s x'- ddootancy, medlum toughness weL bro'n: no <br /> 23 n reaction with HCL <br /> a <br /> /IS 7D LEAN CLAY: About 90%fines with medknm <br /> ar pl-Wit% high dry.rength. 9106 i <br /> r✓ _ diatoncy,msdlum tou9hnen; about 10% floe- <br /> sub—angular to sub—round sand firm; moist <br /> CIL brawn with gray ealcarwous motGlnQ: strong <br /> reaatigr with HM <br /> M Endcap y - <br /> 36 TOTAL DEPTH 30 FEET <br /> 3.5 <br /> PAGE 1 OF 1 <br /> f DRILLING CO.: Spectrum Exploration <br /> 4RILL METHOD:.Hollow Stem Auger CME-55 <br /> SAMPLING METHOD: Split Spoon Sarntiler SEE LEGEND FOR <br /> PROJECT <br /> AND TEST PITS <br /> PROJECT NG.: 140632 FOR EXPLANATION OF SYMBOLS AND TERMS <br /> CLIENT-OP Oii Cornpery <br /> LOCATION: SaCromenta, CA At�►TDllil <br /> TJ�T00X <br />