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PERIODIC INSPECTION FORM <br />Stockponds or Sumps <br />INSPECTOR'S NAME: R~~ Karo <br />FACILITY CONFIGURATION: Stoc pond <br />SITE NAME: ':'-3 <br />MINE NAME: Seneca 27-W <br />MINE I.D. NO.: C-82-057 <br />DATE: 03/1 x/98 <br />DATE LAST INSPECTION: ~/72~97 <br />LOCATION: n7W'~aF.il Sec 22 msN a88W <br />LOCATION: 8 m, S o£ Hayden CO <br />OWNER'S REP.: Hrad Brown can Myr <br />1. Angle of elope: 4.3:1 upstream, 2-9:1 downstream Total = Z .2~1 N/A <br />2. *Seepage (specify location, color, and approximate volume) <br /> At isolated points on embankment slopes: Yee ~ N/A <br /> At natural hillside: Yee ~ N/A <br /> Over widespread areas: Yes ® N/A <br /> From downstream foundation area: Yee ~ N/A <br /> "Boils" beneath stream or ponded water: Yes ® N/A <br />3. Cracks or scarps on crest: Yea ~ N/A <br />4. Cracks or scarps on elope: Yes ~ N/A <br />5. Sloughing or bulging on slope: Yea ~ N/A <br />6. *Major erosion problems: Yea Q~ N/A <br />7. Surface movements in valley bottom or on hillside: Yes ® N/A <br />8. *Eroeion of toe: Yee ~ N/A <br />9. *Water impounded against downstream toe: Yee /~ N/A <br />10. Existing embankment freeboard: approximately 3.7 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: Yea ,® N/A <br />14. *Clogging <br /> Spillway channels: Yes ~ N/A <br /> Diversion ditches: Yea ~ 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 />