Laserfiche WebLink
<br /> <br />LOG OF TEST BORING NO <br />13 <br />. <br />Page 1 of 1 <br />cLn:NT ARCtBTECr/ENCEaEFJt <br />Hall-Irwin Construction Company <br />SITE WCR'S 11 $c 24 PRGJEC[ <br />Longmont, Colorado Longmont Pit Expaa9ion <br />~ SAM PLE S T$STS <br />C <br />7 ~ ~ W ~W <br />U ~ m ~ ur <br /> DESCRIPTION ~ w w ti ~ ~ u'cF7a "'I~g <br /> rn <br />v tD <br />~ w <br />a. O <br />v z3 <br />o rF`n ° <br />>-u, ~Zx <br />Vo~u aye <br /> <br />C7 <br />S <br />il d <br />A <br />~ <br />Z <br />~ <br />~ <br />~ <br />a <br />~ <br />Ga . <br />f- <br />5 <br />a <br />~ <br /> o <br />escription per depth of exploration w v <br />i >~ <br /> 0. OPS Q. <br /> SANDY LEAN CLAY CL <br /> Tan, light brown, gray, moist, soft m <br /> 4.5 <br /> medium stiff <br /> <br />5 <br />t <br />SS <br />12' <br />7 <br />23 <br />38,21,69 <br /> b.o sn.TY SAND <br /> '~. Taa, ntst, wet, loose to medium dense <br /> '~ POORLY GRADED GRAVEL with SILT <br /> <br /> + aBd SAND NV,NP,8 <br /> Tau, gray, wet, medium dense to dense 10 <br /> 'Gravel size approximately 1/2" to 1-1/2' in <br /> ~ dia <br /> 'Cobbles ranging in sve betwcen 3' to 6' in <br />15 <br /> die SP PA <br /> s <br /> 20.0 <br />20 <br /> 21.0 WEATHERED SILTSTONE/SHALE 3 SS 12' S0 16 <br /> BEDROCK <br /> Tan, gray, moist, moderately hard to hard <br /> BOTTOM OF BORING <br />Tim STRATIFIGTION IJNPS RPPItPSENT TFtE APPROXIMATE BOUNDARY LBiP9 <br />BE7wPFN SOB. AND ROCK TYPPS: BiSRV. THE TRANSrRON MAY BB GRADUAL. <br />WATER LEVEL OBSERVATIONS BORING STARTED 10.2-97 <br />~- II 4.0' W.D. __ BORING COMPLETED 10-2-97 <br />~- 1 err icon we CME=55 >-0R~ DAR <br />~''L Initial Water Level Readings APPROVED DAR IoB p 21975088 <br />