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PERIODIC INSPECTION FORM <br />8tockponda or Sumps <br />INSPECTOR'S NAME: Rov Karo <br />FACILITY CONFIGURATION: Stockoond <br />SITE NAME: T-3 <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: NWS:S ES:. 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 annronriate resoonae <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 elopes: 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 NJA <br />3. Cracks or scarps on crest: Yes /// <br />~~~ <br />~ 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: Yea o 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: No chance feet <br />12. Cracks, bulging, or erosion on upstream face: Yes o N/A <br />13. Spillway erosion: Yes ~ N/A <br />14. •Clogging <br /> Spillway channels: Yes N/A <br /> Diversion ditches: Yes ~ <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 space on the back of this sheet. <br />