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0 <br />TH -10 <br />TH -12 TH -13 <br />. -14 TH -15 <br />TH -16 <br />10 <br />15 <br />E <br />w <br />v <br />20 <br />w <br />0 <br />25 <br />30 <br />35 <br />Permit Number -m19919 -13 "r;eq <br />Class: OPermit <br />SecOOn/E>Qri - : _ _ _ _ _ <br />Class: Raw ion <br />Class: D <br />Hydro 13Z ✓-------------' -- <br />wrt <br />pod <br />Doc Type: <br />13Applicetion (Coal only) 13 Bond O Enforcement O Inspection <br />0 <br />LEGEND: <br />5 f: CLAY: SOFT TO MEDIUM STIFF, SILTY TO VERY SILTY, SANDY TO VERY SANDY, LOCALLY <br />t. L--j GRADES INTO VERY CLAYEY SAND, MOIST TO VERY MOIST, TAN, BROWN, (CL, CL —SC) <br />SAND: VERY LOOSE TO MEDIUM DENSE, VERY FINE TO MEDIUM GRAINED, SILTY, CLAYEY TO <br />VERY CLAYEY, LOCALLY GRADES INTO VERY SANDY CLAY, MOIST TO WET, TAN, BROWN (SC, <br />SC —CL, SC —SM) <br />SAND: MEDIUM DENSE TO VERY DENSE, FINE TO COARSE GRAINED BUT PREDOMINATELY <br />10 MEDIUM TO COARSE GRAINED, GRAVELLY, LOCALLY VERY GRAVELLY GRADING INTO SANDY <br />17... <br />GRAVEL, VERY MOIST TO WET, PINK, GREY, (SW, SP, SW —SP, SW —GW, GW, GW —GP) <br />SANDSTONE: VERY HARD, VERY FINE TO FINE GRAINED, SILTY TO VERY SILTY, LOCALLY <br />CLAYEY, MOIST TO WET, DARK GREY <br />CLAYSTONE: HARD, SILTY, LOCALLY SANDY, LOCALLY LAMINATED WITH LOCAL IRON OXIDE <br />15 <br />STAINING, MOIST TO VERY MOIST, GREY, GREY — ORANGE <br />4 STANDARD SPLIT SPOON SAMPLE. NUMBER INDICATES 4 BLOWS OF <br />A 140 LB HAMMER FREE— FALUNG 30— INCHES WERE REQUIRED TO <br />20 = DRIVE THE SAMPLE 1 —FOOT OR THE INDICATED INTERVAL. <br />ww <br />0 <br />RECEIVED <br />—0() WATER LEVEL AND DATE MEASURED <br />25 1- 17 JUL 17 e0!N1 <br />0j t- <br />30 NOTES: <br />1.EXPLORATORY BORINGS ON THE TIGGES AND ROBERTS PROPERTIES WERE DRILLED ON JANUARY 17 <br />AND MAY 30, 2000 RESPECTIVELY. BORINGS WERE DRILLED WITH A TRUCK — MOUNTED CME -75 <br />DRILL RIG USING HOLLOW STEM AUGERS. <br />2. BORINGS WERE APPROXIMATELY LOCATED IN THE FIELD BY PACING FROM FEATURES ON THE SITE <br />35 PLAN. <br />3. LINES BETWEEN MATERIALS REPRESENT APPROXIMATE BOUNDARIES BETWEEN TYPES. TRANSITIONS <br />MAY BE GRADUAL. <br />4,GROUNDWATER LEVELS WERE MEASURED AT THE TIME OF DRILLING AND WILL FLUCTUATE. <br />40 <br />JOB NO. 19- 06J6.055.00 <br />HALL —IRWIN 9ELLLC <br />TIGGES PROPERTY FIGURE: <br />SUMMARY LOGS OF <br />EXPLORATORY BORINGS I — <br />�� hill � Illn IIBI VIII IIII IE�I <br />009702 <br />