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PERIODIC INSPECTION FORM <br />Stockponds or Sumps <br />INSPECTOR'S NAME: Roy Karo <br />FACILITY CONFIGURATION: ~t or'koond <br />SITE NAME: T-3 <br />MINE NAME: senses rr-W <br />MINE I.D. NO.: C-82-057 <br />DATE: 12f22/97 <br />DATE LAST INSPECTION: 09/2597 <br />LOCATION: NW~SSESC, C c 2 TSN R88W <br />LOCATION: 8 mi s of Hayden ~ CO <br />OWNER'S REP.: Brad Brown Gen Mgr <br />1. Angle of elope: 4.3:1 upstream, 2.9:1 downstream Total = L 2t1 N/A <br />2. *Seepage (specify location, color, and approximate volume) <br /> At isolated points on embankment slopes: Yea ® N/A <br /> <br /> At natural hillside: Yes '~ N/A <br /> Over widespread areas: Yee ~ N/A <br /> From downstream foundation area: Yes ® N/A <br /> "Boils" beneath et ream or ponded water: Yea o N/A <br />3. Cracks or scarps on crest: Yes o N/A <br />4. Cracks Or scarps on elope: Yee /~ N/A <br />5. Sloughing or bulging on elope: Yee No N/A <br />6. *Major erosion problems: Yea ® N/A <br />7. Surface movements in valley bottom or on hillside: Yes ~ N/A <br />8. *Eroeion of toe: Yee o N/A <br />9. *Water impounded against downstream toe: Yea o N/A <br />10. Existing embankment freeboard: An~nroximately 3"7 feet <br />11. Increase Decrease in water level: No change ~ feet <br />12. Cracks, bulging, or erosion on upstream face: Yes ~ N/A <br />13. Spillway erosion: Yes No N/A <br />14. *Clogging <br /> Spillway channels: Yea o N/A <br /> Diversion ditches: Yee 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 space on the back of this sheet. <br />