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PERIODIC INSPECTION FORM <br /> Water, Sediment, or Slurry Impoundments <br />INSPECTOR'S NAME: M; -has] A7 avil7a DATE: 03/18/98 <br />NPDES I.D. NO.: N/A <br />FACILITY CONFIGURATION: rnciaed Pond DATE LAST INSPECTION: 12/22/97 <br />SITE NAME: Truck Wash SuP }71y Pond LOCATION: NWT NF~ _cec. 34 T6N R87W <br />MINE NAME: Seneca Mine TT ~c n a oa7 o] LOCATION: 7.t mi. cF of Hayd~~'O ,_ <br />MINE I.D. NO.: CDMG Permi t No. C-80-005 OWNER'S REP.: Brad Rrown~- n Mg~_ <br />1. Foundation preparation (removal of vegetation, stumps, topsoil: es No N/A <br />2. Lift thickness: ~Z inch es <br />3. Compaction according to approved plan: es No N/A <br />4. Burning (specify extent and location): Yes No <br />5. Angle of elope: 2:7 upstream, 2:1 downstream Total = a :t <br />6. *seepage (specify location, color, and approximate volume) <br /> From underdrain pipes: Yea No <br /> At isolated points on embankment slopes: Yea N/A <br /> At natural hillside: Yes 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: Yes o N/A <br />7. Cracks or scarps on crest: Yes ~ N/A <br />8. Cracks or scarps on slope: Yes ®o N/A <br />9. Sloughing or bulging on elope: Yea ~ N/A <br />10. *Major erosion problems: Yee o N/A <br />11. Surface movements in valley bottom or on hillside: Yea o N/A <br />12. *Erosion of toe: Yee ~ N/A <br />13. *Water impounded against toe: Yee ~ N/A <br />14. Existing embankment freeboard: See comments 3.0 feet <br />15. Increase ~ Decrease in water level: 0.5 feet <br />16. Cracks, bulging, or erosion on upstream face: Yes ~ N/A <br />17. Visible sumps or sinkholes in slurry surface: Yes No <br />1B. *Clogging <br /> Spillway channels and pipes: Yes ~ N A <br /> Decant system: Yee No <br /> Diversion ditches: Yes ® N/A <br />19. *Cracking or crushing of pipes <br /> Spillway pipes: Yea °® N/A <br /> Decant system: Yea No A <br />20. Trash racks clear and in place: Yes No N/ <br />*Major adverse changes in these items could cause instability and should be reported to the <br />Engineering Manager and Mine Superintendent for further evaluation. Adverse conditions noted <br />in these items should normally be described (extent, location, volume, etc.) in the space on <br />the back of this sheet. <br />