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- <br />TEST BORING REPORT BOe~N9 NOZ LH-6 <br />_ <br />~_ <br />_ <br />_= Project: Loveland Ready Mix Slurry Wall <br />~ File No. 107021-000 <br />Start: Aprils, 2007 <br />Client: Com ass Environmental <br />E P Finish: Apri110. 2007 <br />a Contractor: Dakota Drilling Driller: Jerry/Tino <br /> <br /> Ca <br />in ler Barr <br />m <br />t <br />S Drillin <br />E <br />m <br />nt <br />nd Pr <br />re <br />i <br />d LH Rep.: G. Snyder <br /> g <br />s p <br />a <br />e g <br />qu <br />p <br />e <br />a <br />oce <br />u <br />s <br /> <br />Type <br />HS <br />S/C - <br />Rig Make & ModeI:CME-85 Elevation: 4819.64 <br />Datum: na <br />Inside Diameter (in.) - 1 3/8. Z - Dnll Method: 4 i/2" HSA LoraUon: See Baring Plan <br />Hammer Weight (Ib.) 140 - - Bit Type: Cutting Head Casing: None _ <br />Hammer Fall (in.) 30 30 in. - HoisUHammer: Cat-Head Safety Hammer <br />m of Lab orat on Resu lts <br />~ E a z° ~ ~ Visual-Manual Identification and Description E <br />r <br />~ <br />amp <br />3 <br />o c <br />~ _- <br />ti <br />R rn <br />U <br />R <br />m ^ <br /> <br />o <br />tj ~ m ~ E d <br />~ ~N (Density/consistency. color, GROUP NAME, max. particle size, m ~' a ~ v <br />' <br />W m ~~ structure, otlor, moisture, optional descriptions. geologic interpretation) ~ y ~ o v e ,.., <br />e m v <br /> rn 3 ~ ~ ti ~ ~ a ~ N <br /> - - SAibIE AS ABOV . <br /> 6" 5, <br /> - SAME AS ABOVE. <br /> 3" 3" <br /> 479 <br />-30 ' SAME AS ABOVE. <br /> 3" 3° <br /> End of exploration at 30.3 ft. <br /> 478 <br />JS <br /> 478 <br />-00 <br /> 477 <br />~5 <br /> 477 <br />5C <br />Maxiumum particle size is determined by direct ohservaticn within ".he limitaticns of the samoler LH-6 <br />B <br />i <br />N <br /> or <br />ng <br />o. <br />NOTE: Soil identification based on visual-manual methods of [he USCS as practiced by Lyman Henn, tnc. <br />