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i~ nY <br />PERIODIC INSPECTION FORM <br />Stockponds or Sumps <br />INSPECTOR'S NAME: Roy Karo DATE: 3/20/2002 <br />FACILITY CONFIGURATION: Stockpond DATE LAST INSPECTION: 12/20/2002 <br />SITE NAME: T-2 LOCATION: SE'/,SW~/„ Sec 2, TSN, R87W <br />MINE NAME: Seneca II LOCATION: 7.1 mi SE of Hayden, CO <br />MINE I.D. NO.: C-80-005 OWNER'S REP.: Greaa Kitchen Gen. Mar. <br />Circle or write in appropriate response <br />1. Angle of slope: 2:1 upstream, 2.75:1 downstream Total = 4.75 :1 N/A <br />2. *Seepage (specify location, color, and approximate volume) <br /> <br /> At isolated points on embankment slopes: Yes ~ N/A <br /> At natural hillside: Yes ~ N/A <br /> Over widespread areas: Yes 7~ N/A <br /> From downstream foundation area: Yes ~ N/A <br /> "Boils" beneath stream or ponded water: Yes N/A <br /> <br />3. Cracks or scarps on crest: Yes ~ N/A <br /> <br />4. Cracks or scarps on slope: Yes ~ N/A <br />5. Sloughing or bulging on slope: Yes 7~ N/A <br /> <br />6. *Maj or erosion problems: Yes ® N/A <br />7. Surface movements in valley bottom or on hillside: Yes ® N/A <br />S. *Erosion of toe: Yes ® N/A <br /> <br />9. *water impounded against downstream toe: Yes d~ N/A <br />10. Existing embankment freeboard: Approximately 1.5 feet <br />11. Increase x Decrease in water level: feet <br />12. Cracks, bulging, or erosion on upstream face: Yes ~ N/A <br />13. Spillway erosion: Yes 4~T N/A <br />14. *Clogging <br /> Spillway channels: Yes N/A <br /> Diversion ditches: Yes ~ N/A <br />*Maj or 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 />3 <br />