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n <br />`m <br />a <br />H <br />0 <br />0 <br />U <br />J <br />O <br />m_ <br />rn <br />0 <br />0 <br />a <br />(7 <br />U <br />0 <br />O <br />N <br />0 <br />O <br />Q <br />Q <br />(7 <br />>_F <br />W <br />J <br />M <br />W <br />0_ <br />°m DRILLING CONTRACTOR Precision Sampling LOGGED BY. Krambis <br />DRILLER: Mclnroy CHECKED BY. A. Hobson SUO ld er <br />o DRILL RIG CME 55 DATE: Clc'l�es <br />RECORD OF BOREHOLE MW -5 <br />SHEET 2of 2 <br />PROJECT Boettcher Limestone Quarry DRILL METHOD Hollow Stem Auger COORDINATES DEPTH W L 39 5 ft <br />PROJECT NUMBER 103- 81640A DATE/TIME STARTED 12/12/2012 N 1,489,893 21 E 3,097,213 94 ELEVATION W L 5234 5 ft <br />LOCATION Laporte, CO DRILLED DEPTH 60 0 ft GS ELEVATION 5274 0 ft INCLINATION -90 <br />SOIL PROFILE <br />SAMPLE INFORMATION <br />Z U <br />O <br />= c7 <br />o x ¢ x LITHOLOGY DESCRIPTION a 0 <br />v V <br />a M a w BLOWS REC GAMMA <br />o x ° N ATT REMARKS <br />v 6 in (cps) <br />¢ a <br />J <br />o J <br />Per (ft) <br />p z <br />m rn <br />w <br />Q 100 200 <br />37 4 - 39 Oft <br />(ML) clayey SILT, low plasticity, trace fine <br />40 0-42 0 <br />S -21 <br />SS <br />4 -5 -3 -7 <br />8 <br />200 <br />sand, dark yellow brown, moist, firm, mottled <br />2 00 <br />` <br />with pale red, dark yellowish- orange and dark <br />gray <br />39 0 - 40 Oft <br />42 0-44 0 <br />S -22 <br />SS <br />4 -8-6 -4 <br />14 <br />1 50 <br />2 00 <br />(ML) SILT, dark gray, wet, calcareous <br />+5230 <br />400-41 1 ft <br />(ML) SILT, medium plasticity, trace clay, trace <br />fine trace fine dark <br />44 0-46 0 <br />S <br />SS <br />4 <br />13 <br />1 50 <br />45-- <br />sand, gravel, yellow <br />-23 <br />-5 -8-6 <br />2 00 <br />brown, wet, firm to stiff, saturated and flowing <br />41 1 - 42 Oft <br />(ML) SILT, dark gray, wet, calcareous <br />46 048 0 <br />S -24 <br />SS <br />0-4-4-5 <br />8 <br />22 00 <br />42 0 - 54 Ill <br />(ML) SILT, low plasticity, some fine gravel, <br />trace clay, trace fine sand, brown black and <br />225 <br />brown gray, wet, soft to firm, calcareous <br />48 0 -570S-21 <br />SS <br />4 -5� 4 <br />9 <br />200 <br />S <br />50 0 -52 0 <br />S -26 <br />SS <br />5 -4 -5 -6 <br />9 <br />1 10 <br />2 00 <br />52 0 -54 O <br />S -27 <br />SS <br />3-4 -8-0 <br />12 <br />1 00 <br />200 <br />-13220 <br />55-- <br />54 5 - 55 8ft <br />54 0 -55 8 <br />5 -28 <br />SS <br />3 -3 -7 -50/5 5" <br />10 <br />81 <br />(CL -ML) SILTY CLAY, high plasticity, brown <br />moist, soft to firm, calcareous <br />gray, <br />56 0 -56 4 <br />S -29 <br />SS <br />50 /5" <br />Refusal <br />040 <br />"040 <br />58 0 -58 2 , <br />S 30 <br />SS <br />50/2" <br />efus <br />0 <br />0 20 <br />3215 <br />60 Oft <br />Borehole discontinued at 60 -ft depth <br />Hole was air lifted for one hour prior to <br />I <br />setting well Yield estimated at about 10 <br />GPM 2 6' of cuttings fill the bottom <br />n <br />`m <br />a <br />H <br />0 <br />0 <br />U <br />J <br />O <br />m_ <br />rn <br />0 <br />0 <br />a <br />(7 <br />U <br />0 <br />O <br />N <br />0 <br />O <br />Q <br />Q <br />(7 <br />>_F <br />W <br />J <br />M <br />W <br />0_ <br />°m DRILLING CONTRACTOR Precision Sampling LOGGED BY. Krambis <br />DRILLER: Mclnroy CHECKED BY. A. Hobson SUO ld er <br />o DRILL RIG CME 55 DATE: Clc'l�es <br />