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PERIODIC INSPECTION FORM <br />9tockponda or 9umpa <br />INSPECTOR'S NAME: Rov Karo <br />FACILITY CONFIGURATION: Stockoond <br />SITE NAME: T-7 <br />MINE NAME: Seneca II-W <br />MINE I.D. NO.: C-82-057 <br />DATE: 09/28/96 <br />DATE LAST INSPECTION: N/A <br />LOCATION: SEy.NWY, Sec 22, T5N, R88W <br />LOCATION: 8 mi S of Hayden. CO <br />OWNER'S REP.: Brad Brown, Gen Mar <br />Circle or write in anorooriate reaconae <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 /> <br />At isolated points on embankment slopes: <br />Yes ///~~~~ <br />N/A <br /> At natural hillside: Yes ~ <br />N N/A <br /> Over widespread areas: Yes o N/A <br /> From downstream foundation area: Yes o N/A <br /> "Boils" beneath stream or ponded water: Yea o N/A <br />3. Cracks or scarps on crest: Yes ~ N/A <br />4. Cracks or scarps on slope: Yea ® 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 ~ N/A <br />8. +Erosion of toe: Yes ~ N/A <br />9. *Water impounded against downstream toe: Yes ~ NJA <br />10. Existing embankment freeboard: Aooroximately 5 feet <br />11. ~_ Increase Decrease in water level: 2 feet <br />12. Cracks, bulging, or erosion on upstream face: Yea ~1 N/A <br />13. Spillway erosion: Yes ~ N/A <br />14. *Clogging <br />Spillway channels: Yes ~ N/A <br />Diversion ditches: Yes 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 space on the back of this sheet. <br />