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PERIODIC INSPECTION FORM <br />Water, Sediment, or Slurry Impoundments <br />INSPECTOR'S NAME: Dennis Jones <br />NPDES I.D. NO.: CO-0000221 D.P. 013 <br />FACILITY CONFIGURATION: Cross-Valley Pond <br />SITE NAME: Pond #013 <br />MINE NAME: Yoast Mine(Seneca Coal Co) <br />MINE I.D. NO.: CMLRD Permit No. C-94-082 <br />DATE: 10-6- to <br />DATE LAST INSPECTION: C?--? .1 b <br />LOCATION: SEY4 NWV44,Sec. 19, T5N, R87W <br />LOCATION: 8.5 mi. SE of Hayden, CO <br />OWNER'S REP.: Roy Karo, Gen Mgr <br />Circle or write in appropriate response <br />1. Foundation preparation (removal of vegetation, stumps, topsoil: Yes <br />2. Lift thickness: in. <br />3. Compaction according to approved plan: <br />4. Burning (specify extent and location): No <br />5. Angle of slope: 3:1 upstream, 3:1 downstream Total = 6:1 <br />6. *Seepage (specify location, color, and approximate volume) <br /> From underdrain pipes: N/A <br /> At isolated points on embankment slopes: Yes o N/A <br /> At natural hillside: Yes No N/A <br /> Over widespread areas: Yes No N/A <br /> From downstream foundation area: See-, o4 1%V-%- 5 4 Ye No N/A <br /> "Boils" beneath stream or ponded water: Yes o N/A <br />7. Cracks or scarps on crest: Yes No N/A <br />8. Cracks or scarps on slope: Yes No N/A <br />9. Sloughing or bulging on slope: Yes No N/A <br />10. *Major erosion problems: Yes No N/A <br />11. Surface movements in valley bottom or on hillside: S Ce od?.i?5:?2 (? No N/A <br />12. *Erosion of toe: Yes No N/A <br />13. *Water impounded against toe: Yes No N/A <br />14. Existing embankment freeboard: (normal = 41) _ feet <br />15. Increase Decrease in water level: feet <br />16. Cracks, bulging, or erosion on upstream face: _ <br />Yes N6 N/A <br />17. Visible sumps or sinkholes in slurry surface: N/A <br />18. *Clogging <br /> Spillway channels and pipes: Yes N/A <br /> Decant system: N/A <br /> Diversion ditches: Yes ISo N/A <br />19. *Cracking or crushing of pipes <br /> Spillway pipes: Yes N/A <br /> Decant system: N/A <br />20. Trash racks clear and in lace: <br />R <br />A <br />L es /?No <br />0 N/A <br />21. C k-rJJ <br />Discharge rate (gpm)??c? ev- eve 1.9 + <br />* ow C <br />45C . <br />*Maj or 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, <br />volumeetc.) in the space on the back of this sheet.