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<br />1 <br /> <br /> <br /> <br /> <br />1 <br /> <br /> <br /> <br />1 <br />1 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Log of Borin g No. MW-1 <br /> page 1 of 1 <br />CLIENT Aggregate Industries sITE ADDRESS <br />SITE NAME 4509 F Street <br />Aggregate Industries F Street Facility Greeley, Colorado <br /> WELL SA MPLE S TES TS <br /> DETAIL <br />o DESCRIPTION o ~ <br /> <br />~ ~ <br />m <br />~ ~ <br />~ ~ <br />a ~ <br />U ~ > <br />C K ~ C:N] ~ O <br />O F <br />= 2 N ~ > Z(j ~ VIFK <br />a TOP OF CASING (TOG) a v ~ a ° F o z a = z ° <br /> <br />~ <br />GROUND SURFACE ELEV. <br />o <br />~ <br />z <br />FY-. <br />it <br />vai m <br />a °; m <br />r°n vi ~ <br /> T°osoil HS <br /> Silly Fine to Medium Sand <br /> Brown <br /> 5.0 <br /> 5 <br /> Silty Fine to Medium Sand with Gravel <br /> Brown <br />. ti; .. <br /> 10 <br /> • ~ 1a.o <br />..~ 15.0 1 SS 24" 33 NM <br /> 15 <br /> Medium Sand with Gravel <br /> <br /> Calcareous HS <br />' Brown <br /> 19 0 <br /> Medium Sand with Gravel ~.: 20 2 SS 12" 29 NM <br /> 21.0 Brown <br /> <br /> HS <br /> <br /> Fine Sand and Gravel Some Clav <br /> 24.0 B <br />~ <br /> rown <br /> 3 SS 27 NM <br /> P5 <br /> Medium Sand Some Clav <br /> <br /> Brown HS <br /> Fine to Medium Sand Some Clav <br /> Brown ':'~ 30 <br /> 95 <br />0 <br /> . <br /> 35 <br /> Bottom of Boring <br /> NM = Not Measured. <br /> 40 <br /> <br />The stratit~cation lines represent the approximate boundary lines between rock BOREHOLE DIA 10" <br />types; in-situ the Lransition may be gradual. WELL DIA. 2" <br />WATER LEVEL OBSERVATIONS BORING STARTED 7/9/01 <br />WL 4 25.0' WD ~ 23.9' 9/19/01 BORING COMPLETED 7/9/01 <br /> P <br />1 R <br />~GO N <br />WL 1 1 RIG CME-75 LOGGED ADW <br />WL APPROVED SAR JOBa 1001018 <br />