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A Al <br /> 8560 TH-11 y /EMOTING PRCUFCTETJ 8580 <br /> - ( GROUND 28 NORTH <br /> ea4o____-__ _,— _____._ PROJECTED o <br /> _.-_____ ! .. 854 <br /> Y. W PROJECTED 6H NORTH <br /> BOW TV <br /> — Twto e520 <br /> TS SOIN11 k <br /> 8500 -� ` - 8500 <br /> BIRO <br /> w..0 B e44o <br /> w M20 Tf,P.O U20 <br /> .00 - MOO <br /> S. <br /> 6360 8380 <br /> VM SUM(FT) 0 SO la. <br /> BO20 Ha—!SUM(FT) 0 t0a 2a0 0320 <br /> t+10D <br /> VePJUI EMIgg�— <br /> LEGEND <br /> SOB B& TOPSOIL <br /> 8580 .. SIL SAND; NT OWN <br /> 10'NEST <br /> -r u � TO DARK BRON NSSIIGHTE VSMOIST �NON PLA3TC TO LOW PLASTICITY <br /> 8510 <br /> _ SAND LOOSE O ET.BR WNT FINE TOCOARSE GRAINED LOCALLY <br /> �p GROUN __----- -YTHS i 0 SILTY MOIST TO WET.BROWN TO BROWN-GREY ORANGE(SM SP) <br /> Po a <br /> a —_____ Q= & J <br /> -----' - w SANDY GRAVEL:MEDIUM DENSE TO VERY DENSE,SANDY TO VERY <br /> 8500 -- -- - w SANDY,COMMONLY GRADING TO VERY COBBLY GRAVEL,LOCAL <br /> 8480 8480 BOULDERS,FINE TO COARSE GRAINED,SLIGHTLY MOIST TO WET. <br /> LIGHT BROWN TO BROWN.PINK,GREY(SW,SWSP,—W,GW,GP) <br /> BIRO �y a^ 8180 CLAY:STIFF TO VERY STIFF,SANDY TO VERY SANDY,LOCALLY GRADING <br /> TO VERY CLAYEY SAND,LOCALLY GRAVELLY.SLIGHTLY MOIST TO <br /> Ba40 8148 MOIST.BROWN TO YELLOWISH BROWN,GRAY,TAN,MODERATELY <br /> PLASTIC,(CL CLSC.SC) <br /> a120 8420 <br /> C ^I ® SILT;ST FF.LOCALLY SANDY,MOIST TO WET.BROWM,NON BAST C <br /> 8560 <br /> 8560 TO SLIGHTLY PLASTIC(AL) <br /> � COBBLESAND 80ULDEftH.DENSE TO VERY DENSE,LOC]LLLY GRAVELLY. <br /> SLIGHTLY MOIST TO WET <br /> PROJECTED ,� PROIECTED - 4 <br /> mo �G OUND t2s EAST'. 10'East - 8520 NOTESU'S : <br /> E TH-] 7HJ r _ _--- -- B500 < 1. LOCATION OF PROFILES SHOWN ON FIG.2. <br /> a w 8480 <br /> B480 w 2. EXPLORATORY BORINGS TH4 THROUGH T l I WERE DRILLED 980E TO <br /> J _ 912-08 USING A TRUCK MOUNTED AP 100a DRILL RIG BORINGS WERE <br /> g &Bp '. 8460 DRILLED WITH 61NCH DIESEL PERCUSSION HAMMER. <br /> gygp - 81. 3. ALLEXPLORATORYLOCATIONSANDELEVATIONSWERESURVEYEI <br /> SUBSEQUENT TO PERFORMING THE EXPLORATIOII. <br /> 8420 ald4 8420 <br /> Y 4. LINES BETWEEN MATERIALS REPRESENTAPPROXIMATE BOUNDARIES <br /> 3 8400 ) 84W BETWEEN TYPES AND TRANSITIONS MAY BE GRADUAL. <br /> 8380 5. GROUNDWATER LEVELS WERE MEASURED AT THE TIME OF DRIWNG ON <br /> 5 B3B0 'm`• <br /> f THEDATES I GROUNDWATER LEVELS WILL FLUCTUATE <br /> & 8380 8380 SEASONALLY <br /> AND ANO DUE <br /> TO SITE MINING AND OEWATERING OPERATIONS. <br /> ONO —0 8. LABORATORY TESTING: <br /> B320 0320 <br /> DI •mErsmeo.rtwerAvrrcn DIESEL HAMMER <br /> 8540D &510 - BLOWS PER FOOT <br /> B520 R EAST THS TN-B TH-10_ _ __ <br /> 8520 9809 a R S S <br /> im <br /> c WATER LEVEL AND <br /> D <br /> SCREEN PTE MEASURED <br /> EXISTING TH 5 ^e <br /> BIro GROUND _ - . _ INTERVAL SAMPLE INTERVAL <br /> 86 TYPE <br /> OX CONTACT <br /> SOIL <br /> AND DEPTH <br /> a120 8420 <br /> s '. - ,•„e DOUCLIS MOUNTAIN RANCH RESERVOIR <br /> also '. e40o <br /> UREVISIONS eY LITHOLOGIC BORING PROFILES aA'.8-B'.C-C,8D8 <br /> - gpgp '. '. 8380 9bIP11M <br /> Ve S O`T)0 SO too also DEERE 6 AULT d <br /> B3a0 HOIIzo W SUM(FT) SUM 0,FeeI ONOOHO®Br m XRro..a <br /> 11w 0320 OBAMIBY. 1 tw>E 1 sngl PLATE 1 8320 No Ve l EBaggera <br /> CKO>a Br <br />