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PERIODIC INSPECTION PORN <br />3tockpoads or Sumps <br />INSPECTOR'S NAME: Rev Rare <br />FACILITY CONFIGURATION: stockpond <br />SITE NAME: ':'-5 <br />MINE NAME: Seneca II <br />MINE I.D. NO.: C-BD-005 <br />DATE: 12~15~9R <br />DATE LAST INSPECTION: 09/28/98 <br />LOCATION: sW3~NF.1f sec 11 TSN RB7W <br />LOCATION: 7.1 mi SE of xayden, C0 <br />OWNER'S REP.: Rrad Rrown Gen My- <br />1. Angle of elope: 2:1 upstream, 4:1 downstream Total = 6.1 N/A <br />2. *Seepage (specify location, color, and approximate volume) <br /> At isolated points on embankment elopes: Yee ~ N/A <br /> At natural hillside: Yee NO N/A <br /> Over widespread areas: Yea N® N/A <br /> From downstream foundation area: Yee ~ N/A <br /> "Boils" beneath stream or ponded water: Yee ~ N/A <br />3. Cracks or ecarpe on crest: Yes ~ N/A <br />4. Cracks or ecarpe on elope: Yee ~ N/A <br />5. Sloughing or bulging on elope: Yes ~ N/A <br />6. *Major erosion problems: Yee ~ N/A <br />7. Surface movements in valley bottom or on hillside: Yes ~ N/A <br />8. *Eroeion of toe: Yee ®o N/A <br />9. *Water impounded against downstream toe: Yee Q N/A <br />10. Existing embankment freeboard: Annroximately~ ~_ feet <br />11. increase ~ Decrease in water level: ~_ feet <br />12. Cracks, bulging, or erosion on upstream face: Yee 1~9~ N/A <br />13. Spillway erosion: Yee ~ N/A <br />14. *Clogging <br /> Spillway Channels: Yee N/A <br /> Diversion ditches: Yee ~ <br />o 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 apace on the back of this sheet. <br />