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INSPECTOR'S NAME: Dennis Jones <br />FACILITY CONFIGURATION: Stockpond <br />SITE NAME: T -18 <br />MINE NAME: Seneca II -W <br />MINE I.D. NO.: C -82 -057 <br />PERIODIC INSPECTION FORM <br />Stockponds or Sumps <br />Circle or write in appropriate response <br />1. Angle of slope: 3:1 upstream, 3:1 downstream Total = 6:1 <br />2. *Seepage (specify location, color, and approximate volume) <br />At isolated points on embankment slopes: <br />At natural hillside: <br />Over widespread areas: <br />From downstream foundation area: <br />"Boils" beneath stream or ponded water: <br />3. Cracks or scarps on crest: <br />4. Cracks or scarps on slope: <br />5. Sloughing or bulging on slope: <br />6. *Major erosion problems: <br />7. Surface movements in valley bottom or on hillside: <br />8. *Erosion of toe: <br />9. *Water impounded against downstream toe: <br />10. Existing embankment freeboard: <br />11. Increase Decrease in water level: <br />12. Cracks, bulging, or erosion on upstream face: <br />13. Spillway erosion: <br />14. *Clogging <br />Spillway channels: <br />Diversion ditches: <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 />Comments: <br />DATE: <br />DATE LAST INSPECTION: <br />LOCATION: NWUNE' %, Sec <br />LOCATION: 8 mi S <br />OWNER'S REP.: Dennis <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />3-3o-1Z <br />15, T5N, R88W <br />of Hayden, CO <br />Jones, Manager <br />N/A <br />No N/A <br />No I N/A <br />No r N/A <br />No ' N/A <br />No! N/A <br />No l N/A <br />No N/A <br />No, N/A <br />No N/A <br />No N/A <br />No N/A <br />N/A <br />feet <br />feet <br />NCA N/A <br />No N/A <br />No N/A <br />No N/A <br />_2, 1046 (-0 <br />J2J, s —1/vck v 7_Q L <br />