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> .5 <br />PERIODIC INSPECTION FORM <br />Stockponds or Sumps <br />INSPECTOR'S NAME: Roy Karo <br />FACILITY CONFIGURATION: Stockpond <br />SITE NAME: T-1 <br />MINE NAME: Seneca II <br />MINE I.D. NO.: C-80-005 <br />DATE: 6/20/2002 <br />DATE LAST INSPECTION: 3/20/2002 <br />LOCATION: SE'-eSWys, Sec 2, TSN, R87W <br />LOCATION: 7.1 mi SE of Hayden, CO <br />OWNER'S REP.: Gregg Kitchen Gen. Mgr. <br />Circle or xrite in appropriate response <br />1, Angle of slope: 3:1 upstream, 4:1 downstream Total = 7:1 N/A <br />2. *Seepage (specify location, color, and approximate volume) <br /> At isolated points on embankment slopes: Yes ® 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 />9. Cracks or scarps on slope: Yes .,eq <br />wq N/A <br />5. Sloughing or bulging on slope: Yes /;NV~H( N/A <br />6. *Major erosion problems: Yes ~ <br />I~ N/A <br />7. Surface movements in valley bottom or on hillside: Yes N/A <br />6. *Erosion of toe: Yes N/A <br />9. *Water impounded against downstream toe: Yes JP~ N/A <br />10. Existing embankment freeboard; Approximately 1 feet <br />11. x Increase Decrease in water level: feet <br />12. Cracks, bulging, or erosion on upstream face: Yes N/A <br />13. Spillway erosion: Yes ~ N/A <br />14. *Clogging <br /> <br /> Spillway channels: Yes N/A <br /> Diversion ditches: Yes N/A <br />*Major atlverse changes in these items could cause instability and should be reported to the <br />Engineering Manager and Mine Superintendent for further evaluation. Adverse conditions <br />Noted in these items should Normally be described (extent, location, volume, etc.) in the <br />space on the back of this sheet. <br />1 <br />