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- ~ <br />CORE BORING REPORT <br />v Boring No. LHP-8 <br />_ Sheet No. 1 of 2 <br />Project: Loveland Ready Mix Slurry W all File No. 107021-000 <br /> Start: June 18, 2007 <br />__ Client: Com ass Environmental <br />P Finish: June 19, 2007 <br />Contractor: Dakota Drilling <br />= Driller: Josh/Justin <br />_ _ <br /> Casin Sam <br />ler Barrel Dollin <br />i <br />me <br />d Pr <br />r <br />E <br />t <br />d <br />s LH Rep.: S. Harvey <br /> g p g <br />p <br />qu <br />n <br />an <br />oce <br />u <br />e El <br />tl <br />4820 <br />2 <br />Type HSA SIC NO Rig Make & Model: CME-55 eva <br />on: <br />. <br />2 <br />Datum: na <br />Inside Diameter (in.) 4.25" 1 3/8, 2 - Drill Mud: Water Loratlon: See Boring Plan <br />Hammer Weight (Ib.) - - - Bit Type: Cutting Head N: _ <br />Hammer Fall (in.) - 30 in. Hoist/Hammer: Cat-Head Safety Hammer E: -- <br />Water Level Data Sample Identification Notes <br />Date Time Elapsed aonom Bottom Depth to <br /> Time (hr.) of casing of Hole Water U Undisturbed Sam <br />le R Core <br />8/18/07 WD - - 43 ft fi.5 R p <br />- - - - - - S Split Spoon B Bulk <br /> - T Thin Wall Tube G Geoprobe <br /> <br />a <br />a <br />d <br />s <br />- z <br />? T Visual-Manual Identification and Description <br />~ <br />~ <br />i E °- m <br />O Z <br />Z' c H <br />~ 3 E ° <br />m i0 ~ m <br />m <br />~ y > <br />~ d ~ <br />v a > ~ ° '~ O1aj (Sail: Density/consistency, color, GROUP NAME, max. particle size, ~ <br />w E ~ y K o m `~ ~ structure, odor, moisture, optional descriptions, gedogic interpretation <br />' m ~ ~ - to flock: hardness, wlor, weathering, lithology, texture, joint spacing) 3 <br /> N p <br /> aazc <br /> Brown, Lean CLAY (CL), mosNy clay, trace Fne sand, few silt, no odor, moist <br /> -FINE ALLUVIUM- <br />S 4815 <br />10 4870 <br />~+. Sand & Gravel <br /> p0. -COARSE ALLUVIUM- <br /> 0 <br />1-: <br /> G <br />1= <br />_ <br /> a <br />D- <br />15 ~ 0' <br /> 6805 . <br /> ~' <br />-'. <br /> ~O: <br /> t1' <br />~': <br /> ~' <br /> Driller indicates bedrock at 19 ft. <br />20 6800 <br /> R-1 27" 9" 2 23 ft - 25 ft: washetl out. <br /> (45% (15%) <br />zs Very soh, moderately weathered, medium gray, very foe grained, sandy clay-SHALE (BR), <br /> 4r9s Mini interbedded. Norizontat ~oints. 6 ht to oarNv open. sti hti rou h, undulatin . <br />NOTES: SOiI identification 6asetl on visual-manual methods of the USCS as practiced by Lyman Hann, Inc. BOnng NO. LHP-$ <br />,blaximum partiUe size (MPS) is determined by direct observation within the limitations or the sampler. <br />