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PSRLODLC INSPECTION FORM <br />Stockpoods or Sumps <br />INSPECTOR'S NAME: 8p_y Karo <br />FACILITY CONFIGURATION: StockTond <br />SITE NAME: T-2 <br />MINE NAME: Seneca i7 <br />MINE I.D. NO.: _ C-80-005 <br />DATE: 12/22/97 <br />DATE LAST INSPECTION: 09/24/97 <br />LOCATION: ~F,.'~cW Sec 2 TSN R87W <br />LOCATION: 7.1 mi _c F. o Hays CO <br />OWNER'S REP.: Brad Brown Gen M~y- <br />1. Angle of elope: 2:1 upstream, 2.75:1 downstream Total = 4.75 :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 ~ N/A <br /> Over widespread areas: Yea ® 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: Yea ~ N/A <br />4. Cracks or scarps on slope: Yee 7~o N/A <br />5. Sloughing or bulging on elope: Yee /// <br />~ N/A <br />6. *Major erosion problems: Yes o N/A <br />7. Surface movements in valley bottom or on hillside: Yee ~ N/A <br /> ~~ <br />8. *Eroeion of toe: Yes ~ N/A <br />9. *Water impounded against downstream toe: Yee No N/A <br />10. Existing embankment freeboard: Annroximately ~ feet <br />11. Increase Decrease in water level: No change fe <br />et <br />12. cracks, bulging, or erosion on upstream face: Yea ~~^ <br />~ N/A <br />13. Spillway erosion: Yes N/A <br />14. *Clogging <br /> Spillway channels: Yes N/A <br /> Diversion ditches: Yee ~ <br />N 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 />