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<br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Project: Beaver Reservoir <br />Project Location: Paonia, Colorado <br />Pfoject Numbef: 23067 <br /> <br />Log of Boring No. WCC- 3 <br />Sheet 1 of 3 <br /> <br />Dete(s) <br />Drilled <br />Drilling <br />Method <br />Drill Rig <br />Type <br />Apparent Downhole <br />Groundwater Depth <br />Station 7 + 10 <br /> <br />Logged <br />By <br />Crill Bit <br />SizefTvpe <br />Drilled <br />By <br /> <br />hrs. <br /> <br />Checked <br />By <br />Total Depth 69 <br />Drilled (feetl .0 <br />Hammer Weightl <br />'Drop (Iba/in.) <br />Surface 8111 <br />Elevation (feet) <br />Elevation <br />Datum <br /> <br />1018/92.1019/92 <br /> <br />Bill Bliton <br /> <br />Rick Romano <br /> <br />Rolar{ <br /> <br />41/4" H.S. :NX <br />LA$mith <br /> <br />140/30 <br /> <br />Duetz KHD Air Die..1 <br /> <br />NE ft after <br /> <br />ft aftef <br />TBorehole p' <br />Backfill aezometer <br /> <br />hfS. <br /> <br />Comments <br /> <br />SAMPLES <br /> <br />SOIL PROPERTIES <br />;ft 0 <br />c. <br /> <br />c: <br />o <br />.c. ";I <br />~ III <br />c.... >.... <br />G)Cl) Q)Ql <br />o~ w~ <br /> <br />*. <br />>- <br />a <br />> <br />o <br />o <br />e <br />0: <br /> <br />:> <br />d <br /> <br />e <br />00 <br />c:C: <br />.- G <br />-- <br />c.~ <br />E'~ <br />GG <br />"'0: <br /> <br />- <br />~ <br />"" <br /> <br />Other <br />Tests <br /> <br />MA TEnlAL DESCRIPTION <br />and other remarks <br /> <br />.~ -~ <br />::>~ <br />~'. <br />o~ <br /> <br />c <br />Ci~ <br />Cii~ <br />. ~u <br /> <br />. <br />c <br /> <br />a <br />.., <br />~ E <br />>- :> <br />.... Z <br /> <br />.2 <br />'" <br />c. <br />co <br />~ 0 <br />Cl-' <br /> <br />0- <br />-8110 <br /> <br />FILLI08m Emb8~km.nt) <br />CLAYEY SAND to SANDY CLAY, dark brown to <br />brown, stiff to rTledium dense. slightly moist. <br /> <br />drilled with <br />no samples, <br />description <br />based on drill <br />cuttings <br /> <br />5- <br /> <br />- <br /> <br />- <br /> <br />-8105 <br /> <br />- ~.. <br />-- <br /> <br />~ <br />10-t" <br />-8100 <br /> <br />I- <br /> <br />- <br /> <br />15- <br /> <br />I- <br /> <br />- <br /> <br />-8095 <br /> <br />~ <br /> <br />20- <br />- 8090 <br /> <br />- <br /> <br />" <br /> <br />- <br /> <br />~ <br /> <br />25- <br />-8085 <br /> <br />- <br /> <br />30- <br /> <br />IIIrun1 ReaO <br /> <br />83 I BEDROCK.S8n~stonc <br /> <br />refusal with <br />auger <br /> <br />-.'-0". .~ '\ <br /> <br />Figure <br /> <br />-~.- '.- 2/41513 IGlGl 23057 <br /> <br />Woodward-ClYde Consultants (I <br />