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f-- <br />Upstream soffitt <br />Upstream Invert <br />End of upstream apron j ,n <br />Top centerline of downstream beadwail <br />0ownstre^3 invert <br />End of downstream apron <br />943.-: <br />942.46 <br />942.61 <br />S49.55 <br />941.95 <br />941-93 <br />'At 72" CfiP thru R.R. grade" <br />Top upstream end (on bent lip) <br />Upstream flowline <br />Upstream Invert <br />Stain on upstream end of culvert <br />Top downstream end of culvert <br />Downstream flowline <br />Downstream invert <br />944.82 <br />939.1 <br />938.80 <br />941.1 <br />944.18 <br />938.5 <br />938,28 <br />we «1$0 obUlned tte follwing elevations on the SMff gage on the left upstream <br />Slnjialllf the old Hwy. 12 culvert: Top of^gage 945.53 <br />C°® of gage 943.47 <br />During our OHW Investigation we boated “1,,^' J^sed Sn the <br />obteiSed the ground, elevation at 8 Jong U. wStS be <br />0»“rf“tSl!“trees“ a‘2!2- et^sS «sl25* y«rs old. W. also <br />.^orted®rr^m b«c!:nne at 944 3 and distinct stains on the upstream <br />wingwall of the outlet culvert at 944.1 and 945.j.