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PERIODIC INSPECTION PORN <br />Stockponds or Sumps <br />INSPECTOR'S NAME: Michael At av'lla <br />FACILITY CONFIGURATION: Stcc nond <br />SITE NAME: T-2 <br />MINE NAME: ~ n a rr-W <br />MINS I.D. NO.: C-82-057 <br />DATE: 1,2,/20/99 <br />DATE LAST INSPECTION: _09/23/99 <br />LOCATION: NW'.rSW1{ Sec 22 TSN RBBW <br />LOCATION: a mi c of Hayden CO <br />OWNER'S REP.: Brad Brown Gen MQ~ <br />1. Angle of elope: 3.3:1 upstream, 2.3:1 downstream Total = 5 .6:1 N/A <br />2. *Seepage (specify location, color, and approximate volume) <br /> At isolated points on embankment slopes: Yes No N/A <br /> At natural hillside: Yee No N/A <br /> Over widespread areas: Yes ® N/A <br /> From downstream foundation area: Yes ® N/A <br /> "Boils" beneath stream or ponded water: Yee ® N/A <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: Yes ® N/A <br />6. *Major erosion problems: Yee ~ N/A <br />7. Surface movements in valley bottom or on hillside: Yee ~ N/A <br />8. *Eroeion of toe: Yee ® N/A <br />9. *Water impounded against downstream toe: Yee ©o N/A <br />10. Existing embankment freeboard: Annroximately 6.9 feet <br />11. Increase Decrease in water level: No change feet <br />12. Cracks, bulging, or erosion on upstream face: Yee '~ N/A <br />13. Spillway erosion: Yee ~ N/A <br />14. *Clogging <br /> Spillway channels: Yes N/A <br /> Diversion ditches: Yes o 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 />