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PERIODIC INBPECTION FORK <br />Btockpond^ or 8uspa <br />INSPECTOR'S NAME: Bny Rare <br />FACILITY CONFIGORATION: ~ e fiend <br />SITE NAME: T-17 <br />MINE NAME: senses 22 <br />MINE I.D. NO.: c-s0-005 <br />DATE: 06/29/99 <br />DATE LAST INSPECTION: 03~/,~6/og <br />LOCATION: cW~cw3~ sec 12 msN Rs7W <br />LOCATION: 7.1 mi sE of Hayden, CO <br />OWNER'S REP.: Brad Brown Gen xQz <br />1. Angle of elope: 3:1 upstream, a.l downstream Total = let N/A <br />2. *Seepage (specify location, color, and approximate volume) <br /> At isolated points on embankment elopes: Yee ©o N/A <br /> At natural hillside: Yee N~ N/A <br /> over widespread areas: Yee ~ N/A <br /> From downstream foundation area: Yee ~ N/A <br /> "voile" beneath stream or ponded water: Yee ~ N/A <br />3. Cracks or scarps on crest: Yee ~ N/A <br />4. Cracks or scarps on elope: Yee ~ N/A <br />5. 3loughinq or bulging on elope: Yee Io N/A <br />6. *Major erosion problems: Yee ~ N/A <br />7. Surface movements in valley bottom or on hillside: Yee ~ N/A <br />8. *Eroeion of toe: Yee ~ N/A <br />9. *Water impounded against downstream toe: Yee ~ N/A <br />10. Existing emba::lm:ent freeboard: see commmente feet <br />11. Increase Decrease in water level: feet <br />12. Cracks, bulging, or erosion on upstream face: Yee o N/A <br />13. Spillway erosion: Yee N N/A <br />16. *Clogging <br /> Spillway channels: Yee o N/A <br /> Diversion ditchee: Yee 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 />