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PERIODIC INSPECTION FORM <br />Stockponda or Sumpa <br />INSPECTOR'S NAME: Rov Karo <br />FACILITY CONFIGURATION: Stockoond <br />SITE NAME; T-8 <br />MINE NAME; Seneca II <br />MINE I.D. NO.: C-80-005 <br />1 <br />2 <br />3 <br />4 <br />5. <br />6. <br />7. <br />8. <br />9. <br />10 <br />11 <br />12 <br />13 <br />14 <br />Yes o N/A <br />Yes No N/A <br />Yes No N/A <br />Yes No N/A <br />Yes No N/A <br />Yes No N/A <br />Yes No N/A <br />Yes No N/A <br />Yes No N/A <br />Yes No N/A <br />Yes N N/A <br />Y <br />es N/A <br />r <br />1 feet <br />~_ feet <br />Yes N/A <br />Yes o N/A <br />Yes No N/A <br />Yes No 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 />(~ <br />Comments: ~~/ ~L'~~ <br />~~ ~~ <br />I h~'~~o <br />DATE: V ~~ 0 j <br />DATE LAST INSPECTION: <br />LOCATION: NE'/aSW~, Sec 12, TSN R87W <br />LOCATION: 7.1 mi SE of Havden CO <br />OWNER'S REP.: Greag Kitchen Gen. Mqr. <br />Circle or write in aPCrooriate reanonse <br />Angle of slope: 3:1 upstream, 3.5:1 downstream <br />*Seepage (specify location, color, and approximate volume) <br />At isolated points on embankment slopes: <br />At natural hillside: <br />Over widespread areas: <br />From downstream foundation area: <br />"Boils" beneath stream or ponded water: <br />Cracks or scarps on crest: <br />Cracks or scarps on slope: <br />Sloughing or bulging on slope: <br />*Major erosion problems: <br />Surface movements in valley bottom or on hillside: <br />*Erosion of toe: <br />*Water impounded against downstream toe: <br />Existing embankment freeboard: <br />Increase Decrease in water level: <br />Cracks, bulging, or erosion on upstream face: <br />Spillway erosion: <br />*Clogging <br />Spillway channels: <br />Diversion ditches: <br />S ~a~~N T <br />CL~ <br />Total = 6.5:1 N/A <br />13 <br />