Laserfiche WebLink
PERIODIC INSPECTION FORM <br />Stockponds or Sumps <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 />DATE: !l 2~ Ql <br />DATE LAST INSPECTION: 6/~7~03 <br />LOCATION: NE~/aSW'/a, Sec 12 TSN R87W <br />LOCATION: 7.1 mi SE of Havden, CO <br />OWNER'S REP.: Greaa Kitchen Gen. Mar. <br />Circle or write in aDOroDriate resDOnse <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 />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />Yes <br />No <br />No <br />No <br />No <br />No <br />No <br />No <br />No <br />No <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />10. Existing embankment freeboard: feet <br />11. Increase Decrease in water level: feet <br />12. Cracks, bulging, or erosion on upstream face: Yes N/A <br />13. Spillway erosion: Yes No N/A <br />14. *Clogging <br />Spillway channels: Yes No N/A <br />Diversion ditches: Yes o 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 />F~- v~ L o <br />Total = 6.5:1 N/A <br />13 <br />