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W <br />W <br />W <br />1 <br />0 <br />W <br />J <br />W <br />P -1 P-4 <br />EL.- 9719 EL.- 9718 <br />9720 <br />9715 <br />9710 <br />9705 <br />9700 <br />m <br />'®'' <br />wK AVG.- 30 FT /YR <br />! (2 HOUR TEST ONLY <br />15 /1 v <br />K AVG. - 230 FT /YR <br />P -2 <br />EL.- 9713 <br />19/12 K AVG.- 5000 FT /YR <br />I(PERMEABLE GRAVEL LENS) 5017 <br />AVG.= 210 FT /YR <br />p <br />50/12 <br />`•' 1 42/12 <br />28/12 <br />50/9 <br />P -3 <br />EL.- 9716 <br />s <br />e <br />�o: <br />0. = 50/3 <br />r <br />r� AVG.- 7 FT /YR <br />r I <br />28/12 <br />/` <br />i'. <br />;o <br />50/9 <br />K AVG. - 2 FT /YR <br />LEGEND: <br />SCLAY, STIFF, SANDY, GRAVELLY, MOIST, RED -BROWN (CL) <br />GRAVEL, DENSE, VERY CLAYEY, VERY SANDY, MOIST, <br />RED -BROWN (GC) <br />SAND, DENSE, VERY CLAYEY. GRAVELLY, MOIST, <br />. RED -BROWN (SC) <br />DRIVE SAMPLE. THE SYMBOL 15/12 INDICATES THAT 15 BLOWS <br />jL OF A 140 POUND FWMMER FALLING 30 INCHES WERE REQUIRED <br />�1 TO DRIVE A 2.5 INCH O.D. SAMPLER 12 INCHES. <br />K AVG. INDICATES AVERAGE PERMEABILITY MEASURED <br />NOTES: <br />1. PIEZOMETER HOLES WERE DRILLED MARCH 15 AND 16, 1990 WITH <br />A 6-INCH DIAMETER CONTINUOUS FLIGHT AUGER. <br />2. PIEZOMETER HOLE ELEVATIONS ARE.APPROXIMATE AND WERE TAKEN <br />FROM MAP FURNISHED BY LEADVILLE MINING AND MILLING CORP. <br />3. PIEZOMETER HOLES WERE CASED WITH 4 -INCH INSIDE DIAMETER <br />PLASTIC WELL SCREEN AND THE ANULAR SPACE GRAVEL PACKED TO <br />PREVENT CAVING DURING THE TEST. ALL TESTS RUN OVERNIGHT <br />EXCEPT P -4. <br />4. THESE LOGS ARE SUBJECT TO THE EXPLANATIONS, LIMITATIONS <br />AND CONCLUSIONS AS CONTAINED IN THIS REPORT. <br />SUMMARY LOGS OF NEZOMETER HOLES <br />Permit Number 1 1 1 "` I C, - <br />Permit 1 <br />Section bit _E'f ._1YL�� —l_I�_ <br />Revision <br />�_TYpe/09 :___ -------------------------------------------- <br />Class: O Report O Hydro OGenemi <br />Doc Type: _ _------------ ___. <br />�OApplicaeon (Coal only) 0 Bond O Enforcement 13 Inspection <br />JOB NO. 16.768 llllililP illllllllllllllllllPlliiil!iillll FIG. 2 <br />0 0 0 1 2 1 3 4 <br />