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x , <br />PERIODIC INSPECTION FORM <br />Stookponds or Sumps <br />INSPECTOR'S NAME: Roy Karo <br />FACILITY CONFIGORATION: Stockpond <br />SITE NAME: T-16 <br />MINE NAME: Seneca II <br />MINE I.D. NO.: C-60-005 <br />DATE: 6/20/2002 <br />DATE LAST INSPECTION: 03/20/2002 <br />LOCATION: SE3sNW'-s, Sec 12, TSN, R87W <br />LOCATION: 7.1 mi SE of Hayden, CO <br />OWNER'S REP.: Gregg Kitchen Gen. Mgr. <br />Circle or write in appropriate response <br />1. Angle of slope: 3:1 upstream, 3:1 downstream Total = 6:1 N/A <br />2. *Seepage (specify location, color, and approximate volume) <br /> At isolated points on embankment slopes: Yes o N/A <br /> At natural hillside: Yes N/A <br /> Over widespread areas: Yes N/A <br /> From downstream foundation area: Yes N/A <br /> "Boils" beneath stream or ponded water: Yes N/A <br />3. Cracks or scarps on crest: Yes N/A <br />4. Cracks or scarps on slope: Yes N/A <br />5. Sloughing or bulging on slope: Yes N/A <br />6. *Major erosion problems: Yes N/A <br />7. Surface movements in valley bottom or on hillside: Yes ~3@ N/A <br />6. *Erosion of toe: Yes [v <br />~ <br />Q N/A <br />9. *Water impounded against downstream toe: Yes f <br />L <br />;`yS N/A <br />10. Existing embankment freeboard: Approximately 7.0 <br />' feet <br />11. Increase Decrease in water level: No change _ feet <br />12. Cracks, bulging, or erosion on upstream face: Yes ~ N/A <br />13. Spillway erosion: Yes ~ <br />1v N/A <br />14. *Clogging <br /> Spillway channels: Yes N/A <br /> Diversion ditches: Yes ~ 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 />21 <br />