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<br />1 <br /> <br /> <br />1 <br />1 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />1 <br />1 <br />1 <br /> <br />Log of Borin g No. MW-2 P <br /> age 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 o ~ m ~. <br />s <br />~ F <br />r,., m <br />ate- <br />~ <br />cF. <br />v a o: <br />a o <br />~ <br />S S ~ ~ <br />~ > Zv] K ~ <br />a <br />o= <br />a TOP OF CASING (TOG) a v ~ ate. ° F o = a ', z m <br />v GROUND SURFACE ELEV. o ~ z F ~ m o ¢ a ~ y -Qi <br /> C~ey Sill `! " HS - NM <br /> Dark Brown <br /> 5 <br /> <br /> a.a <br /> C~ev Sill Some Gravel <br /> 100 <br />B ~ 10 <br /> rown <br />Dark ~ <br /> 12.0 <br /> Clav <br /> l4 II Dark Brown <br /> 15.°~ Coarse Gravel Some Clav .; 15 1 SS 18" 13 NM X <br /> <br /> Dark Brown HS <br /> Medium Sand Some Clav <br /> Brown <br />~ <br />~ <br />20 2 SS 24" 4 NM X <br /> Slight Hydrocarbon Odor ~ <br /> <br /> 22.0 HS <br /> C~ with Fine Sand Some Gravel <br /> Brown <br /> Hydrocarbon Odor '~~ ~'~~~~~ 25 3 SS - 18 NM <br /> 26 <br />0 ~ ~ <br />• . ~ <br /> Gravel and Sand with Clay <br /> Brown <br /> Bollom of Boring 30 <br /> NM = Not Measured. <br /> 35 <br /> <br /> 40 <br />The stratification lines represent Lhe approximate boundary lines between rock BOREHOLE DIA. 10" <br />types; in-situ the transition may be gradual. WELL DIA. 2" <br />N/ATER LEVEL OBSERVATIONS BORING STARTED 7/9/01 <br />WL 4 Dry WD ~ 7.3' 9/19/01 BORING COMPLETED 7/9/01 <br /> P <br />~ R <br />ZGO N <br />~. 1 I RIG CME-75 LOGGED ADW <br />WL APPROVED SAR JOBy 1001018 <br />