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PERIODIC INSPECTION FORM <br />Stockponds or Sumps <br />INSPECTOR'S NAME: Dennis Jones <br />FACILITY CONFIGURATION <br />SITE NAME: T-3 <br />MINE NAME: Seneca II-W <br />MINE I.D. NO.: C-82-057 <br />DATE: 3-1 0 <br />DATE LAST INSPECTION: to 13' a q <br />LOCATION: NWVSE'14, Sec 22, TSN, R88W <br />LOCATION: _ 8 mi S of Hayden, CO <br />OWNER'S REP.: Dennis Jones, Manager <br />Circle or write in appropriate respo:zse <br />1 <br />2 <br />3. <br />4. <br />5. <br />6. <br />7. <br />8. <br />9. <br />10. <br />11. <br />12. <br />13. <br />14. <br />2.9:1 downstream <br />and approximate volume) <br />slopes: _ <br />No <br />No <br />No <br />No <br />No <br />No <br />No <br />No <br />No <br />No <br />No <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />feet <br />feet <br />No N/A <br />No N/A <br />I No N/A <br />No 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 />Comments: <br />?kdt <br />Angle of slope: 4.3:1 upstream, <br />*Seepage (specify location, color, <br />At isolated points on embankment <br />At natural hillside: <br />Over widespread areas: <br />From downstream foundation area: <br />"Boils" beneath stream or ponded <br />Cracks or scarps on crest: <br />Cracks or scarps on slope: <br />Sloughing or bulging on slope: <br />*Major erosion problems: <br />Surface movements in valley bottom or on hillside: <br />*Erosion of toe: <br />*Water impounded against downstream <br />Existing embankment freeboard: <br />Increase Decrease in water level: <br />Cracks, bulging, or erosion on upstream face: <br />Spillway erosion: <br />*Clogging <br />Spillway channels: <br />Diversion ditches: <br />Stockpond <br />water: <br />toe: <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 />4?_ <br />Yes <br />Yes <br />Yes <br />Yes <br />Total = 7.2:1 N/A