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PERIODIC INSPECTION FORM <br />Btockpoada or Sumpa <br />INSPECTOR'S NAME: R~ Kars <br />FACILITY CONFIGURATION: Stec Wend <br />SITE NAME: T-1 <br />MINE NAME: c ne a rI-W <br />MINE I.D. NO.: c-52-057 <br />DATE: 03/_4/99 <br />DATE LAST INSPECTION: 12/14/95 <br />LOCATION: cW3~cR3~ Sec :6 TcN RSBW <br />LOCATION: 8 mi S of Hayden, CO <br />OWNER'S REP.: Arad Hrewn_ C-en MQ~ <br />1. Angle of elope: 3:1 upstream, 3:1 downstream Total = 6:1 N/A <br />2. *Seepage (specify location, color, and approximate volume) <br /> At isolated points on embanluoent elopes: Yee ~to <br />~ <br />~ N/A <br /> At natural hillside: Yee Lj[9 <br />j <br />y, N/A <br /> // <br />~~ <br /> Over widespread areas: Yee lNd N/A <br /> From downstream foundation area: Yee ~ N/A <br /> "Boils" beneath stream or ponded water: Yee ~ N/A <br /> <br />3. Cracks or scarps on crest: Yee ® N/A <br />4. Cracks or scarps on elope: Yee ~ N/A <br />5. Sloughing or bulging on elope: Yee N® N/A <br />6. *Major erosion problems: Yee No N/A <br />7. Surface movements in valley bottom or on hillside: Yee ~ N/A <br />8. *Eroeion of toe: Yee ///~~~ <br />(rvo/ N/A <br />9. *Water impounded against downstream toe: Yee o N/A <br />10. Existing embankment freeboard: A,ypreximately 3.0 feet <br />11. increase Decrease in water Level: He change feet <br />12. Cracks, bulging, or erosion on upstream face: Yes N® N/A <br /> <br />13. Spillway erosion: Yee NO N/A <br />14. *Clogging <br /> Spillway channels: Yee ~p N/A <br /> Diversion ditches: Yee No N/A <br />*Major adverse changes in these items could cause instability and should be reported to <br />the Engineering Manager and Mine Superintendent for further evaluation. Adverse <br />conditions noted in these items should normally be described (extent, location, volume, <br />etc.) in the apace on the back of this sheet. <br />