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PBRIODIC INSPECTION FORK <br />Stockpoads or Sumps <br />INSPECTOR'S NAME: Rev xaro <br />FACILITY CONFIGDRATZON: ~ o gpnd <br />SITE NAME: T-30 <br />MINE NAME: Seneca 2I <br />MINE I.D. NO.: C-80-005 <br />DATE: 09/28/98 <br />DATE LAST INSPECTION: 05~>~/9B <br />LOCATION: SW31NW~ Sec 1 T5N" R67W <br />LOCATION: 7.1 mi SH of Hayden GO <br />OWNER'S REP.: Rrad Brown Gen Mar <br />1. Angle of elope: 4:1 upstream, a:1 downstream Total = R.1 N/A <br />2. *Seepage (specify location, color, and approximate volume) <br /> At isolated points on embankment elopes: Yes No N/A <br /> At natural hillside: Yes ~ N/A <br /> Over widespread areas: Yea ® N/A <br /> From downstream foundation area: Yes ® N/A <br /> <br /> "BOile" beneath et ream or ponded water: Yee ~ N/A <br />3. Cracks or scarps on crest: Yes ~ 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 ~ N/A <br />7. Surface movements in valley bottom or on hillside: Yee N/A <br />8. *Erosion of toe: Yea ~ <br />N N/A <br />9. *Water impounded against downet ream toe: Yee ~ N/A <br />10. Existing embankment freeboard: Annroximately -Z feet <br />11. Increase Decreaee in water level: Ne change feet <br />12. Cracks, bulging, or erosion on upstream face: Yea ® N/A <br />13. Spillway erosion: Yes ® N/A <br />14. *Clogginq <br /> Spillway channels: Yes N/A <br /> Diversion ditches: Yes ~ <br />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 />