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1 <br />1 <br />1 <br /> <br /> <br />1 <br />1 <br />1 <br />1 <br />1 <br /> <br />1 <br /> <br />1 <br />1 <br />1 <br /> <br /> <br /> <br />Log of Borin g No. MW-3 <br /> Page 1 of 1 <br />CLIENT Aggregate Industries SITE ADDRESS <br /> 4509 F Street <br />SITE NAME <br />Aggregate Industries F Street Facility Greeley, Colorado <br /> WELL SAM PLE S TEST S <br /> DETAIL <br />v DESCRIPTION <br />o ~' <br />~ <br />~ <br /> <br />4' m <br />~"' <br />K <br />fs ~ <br />G] -a ~ <br />~ <br />E <br />U ~ ~ <br />G] > 2 <br />\ ~ O <br />V1F~ <br />2 <br />a TOP OF CASING (TOC) z <br />a v ~ a ° u <br />j <br />Fo ~..~ <br />zoo., '-'zm <br />v GROUND SURFACE ELEV. o ~ z F ~ ~ m a s ° m~ <br /> Silly Sand with Gravel HS <br /> Brown <br />: ,:• , a.D <br /> Silty Sand Some Clay 5 <br /> Brown ~ <br /> 10.0 <br />10 <br /> <br /> Medium Lo Coarse Sand Some Silt <br /> Brown <br /> 15 <br /> 20 <br />0 <br /> . <br /> 20 <br /> Bottom of Boring <br /> 25 <br /> 30 <br /> 35 <br /> <br /> 40 <br />The stratification lines represent the approximate boundary lines between rock BOREHOLE DIA IO" <br />types; in-situ the transition may 6e gradual. WELL DIA. 2~~ <br />WATER LEVEL OBSERVATIONS BORING STARTED 7/10/01 <br /> 4 10.0' 1VD ~ 5.9' 9/19/01 INC <br />7/10 <br />1 <br />P <br />ED <br />9L P~ R <br />IGO N AD <br /> ~ RIG <br />C!11E <br />75 W <br />LOGGED <br />WL APPROVED SAR JOBy 1001018 <br />