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<br />PERIODIC INSPECTION FORM <br />Stockponds or Sumps <br />INSPECTOR'S NAME: Roy Karo DATE: _ <br />FACILITY CONFIGURATION: Stockpond DATE LAST <br />SITE NAME: T-8 LOCATION: <br />MINE NAME: Seneca II LOCATION: <br />MINE I.D. NO.: C-80-005 OWNER'S R <br />3/20/2002 <br />INSPECTION: 12/20/2001 <br />NEi/,SWy„ Sec 12, T5N, R87W <br />7.1 mi SE of Hayden, CO <br />'sP.: Gregg Kitchen Gen. Mgr <br />Circle or write in appropriate response <br />1. Angle of slope: 3:1 upstream, 3.5:1 downstream Total = 6.5:1 N/A <br />2. *Seepage (specify location, color, and approximate volume) <br /> At isolated points on embankment Slopes: Yes ICJ N/A <br /> At natural hillside: Yes ~ N/A <br /> Over widespread areas: Yes ~ N/A <br /> From downstream foundation area: Yes !!l!/~~~ <br />\~ N/A <br /> "Boils" beneath stream or ponded water: Yes I~ N/A <br />3. Cracks or scarps on crest: Yes l~o N/A <br />4. Cracks or scarps on slope: Yes N/A <br />5. Sloughing or bulging on slope: Yes 7~ N/A <br />6. *Major erosion problems: Yes 1~ N/A <br />7. Surface movements in valley bottom or on hillside: Yes ~ N/A <br />8. *Erosion of toe: Yes ~ N/A <br />9. *Water impounded against downstream toe: Yes ~ N/A <br />10. Existing embankment freeboard: Approximately 2 feet <br />11. Increase Decrease in water level: No change feet <br />12. Cracks, bulging, or erosion on upstream face: Yes I~ N/A <br />13. Spillway erosion: Yes ~ N/A <br />14. *Clogging <br /> Spillway channels: Yes ~ N/A <br /> Diversion ditches: Yes c~ 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 />13 <br />