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<br /> <br />LOG OF TEST BORING N0 <br />5 <br />. <br />Page I of 1 <br />CLIENT ARCHTTECr/ENCwEER <br />Hall-Irwin Construction Company <br />STI'E WCR's l1 & 24 PROJECT <br />Longmont, Colorado Longmont Pit F.tcpaatiion <br /> SAM PLE S TESTS <br /> <br />.. J <br />m <br />F <br /> <br />U <br />~ <br />~ ~,,, <br />~ ~ W '"i <br />v Zx <br />~ <br />F ~G <br />"JZg <br /> DESCRIPTION W , ~ <br />z ~ W 7a <br />t <br />~ <br /> v ~ a v 3 c i'p, u ~^_ <br />v Soil description per depW of eacploration ~ ~ z ~ o: ym ~ as avF-i0. :JatR <br /> 0 <br />6' PSO <br /> . <br /> SANDY LEAN CLAY <br />BrmvR, gray, moist, soft to medium stiff <br /> 5.0 5 2 SS I2' 8 29 32,13,65 <br /> SILTY SAND <br /> Taa, btowB, wet, medium dense SM <br /> 9.0 <br /> WELL GRADED SAND with SILT and <br />GRAVEL 1l) NV,NP,9 <br /> Taa, gray, rust, wet, medium dense to dense <br /> 'Gravel size approximately 1/2' to I-1/2' in 15 a SS 12' 28 13 <br /> <br /> die. <br /> 'Cobbles ranging in size between 2' to 4' in <br /> di <br /> e. <br />NV,NP,B <br /> ZO <br /> 24 <br />5 <br /> . 6 SS 12" 50 <br /> 25 <br /> • WEATHERED SILTSTONE/SHALE <br /> BEDROCK <br /> Tan. gray, moist. moderately hard to hard <br /> BOTTOM OF BORING <br />Ttffi STRATn~IGT10N IJNPS RPPRESPM TF~ APPROXOMTB BOUNDARY IJfrE4 <br />BErwP19J SOB. AND ROCK TYPPS: RfSiIL. TFD.' TRANSTI70N MAY Be GRADUAL. <br />WATER LEVEL OBSERVATIONS BORING STARTED ¢j~97 <br /> S $,Q' W.D. = RING COMPLETED <br />~ti-9, <br /> 1 t~rr icon RIG <br />CME=55 >~RE <br />DAR <br />~- Initial Water Level Readings APPROVED DAR Joe t 21975088 <br />