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PERIODIC INSPECTION FORN <br />Stockpoads or Sumps <br />INSPECTOR'S NAME: Roy Kare <br />FACILITY CONFIGURATION: Stoc Pend <br />SITE NAME: T-13 <br />MINE NAME: Seneca II <br />MINE I.D. NO.: C-80-005 <br />DATE: 03/24/99 <br />DATE LAST INSPECTION: 12/15/98 <br />LOCATION: NW3~cF.5~ sec 12 TSN R87W <br />LOCATION: 7.1 mi SE of Hayden, CO <br />OWNER'S REP.: Btad Brown Gen MQr <br />1. Angle of elope: 3:1 upstream, 3e1 downstream Total = 6e1 N/A <br />2. *Seepage (specify location, color, and approximate volume) <br /> At isolated points on embankment elopes: Yee I~ N/A <br /> At natural hillside: Yee ~ N/A <br /> Over widespread areas: Yes 1'~ N/A <br /> From downstream foundation area: Yes ~ N/A <br /> "Boils" beneath stream or ponded water: Yee 1~ N/A <br />3. Cracks or scarps on creel: Yee ~I N/A <br />4. Cracks or scarps on elope: Yee ® N/A <br />5. Sloughing or bulging on elope: Yee ~ N/A <br />6. *Major erosion problems: Yee Q N/A <br />7. Surface movements in valley bottom or on hillside: Yes ® N/A <br />8. *Eroeion of toe: Yes Q N/A <br />9. *Water impounded against downstream toe: Yee ® N/A <br />10. Existing embankment freeboard: A~nreximately _~ 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 iQb N/A <br />14. *Clogging <br /> Spillway channels: Yee ~ N/A <br /> Diversion ditches: Yee N 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 />