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<br />PERIODIC INSPECTION FORM <br />Stockponds or Sumps <br />INSPECTOR'S NAME: Rov Karo <br />FACILITY CONFIGURATION: Stockpond <br />SITE NAME: T-25 <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 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 No N/A <br />Yes No N/A <br />Yes No N/A <br />feet <br />feet <br />Yes No N/A <br />Yes No 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 />Comments <br />DATE: a/2~ tl~ <br />DATE LAST INSPECTION: 6/~/ ? <br />LOCATION: SE~SE~, Sec 2, TSN R87W <br />LOCATION: 7.1 mi SE of Hayden, CO <br />OWNER'S REP.: Gregg Kitchen <br />Circle or write in ax~oronriate reavonae <br />Angle of slope: 3:1 upstream, 4;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 <br />"Boil <br />Cracks <br />Cracks <br />Sloughi <br />*Maj or <br />Surface <br />*Erosio <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 />Total = 7:1 N/A <br />27 <br />