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III IIIIIIIIIIIIIIII <br />999 <br />Ixeo <br />s.~om~. o••. M~~. <br />OPERATOR: <br />MINE: <br />POND IDENTIFlCAT1ON <br />Tl'PE OF POND <br />APPROXIMATE WATER LEVEL <br />SEDIMENT (% total storage) <br />OUTFLOW (cfs) <br />FEATURES <br />EROSIONAL <br />Rills ~C Gullies <br />Inadequate Vegetation <br />Outlet Channel Erosion <br />Burrows <br />Other <br />STRUCTURAL <br />Differential Settling <br />Cracks or Slides <br />Seepage <br />Other <br />.APPURTENANT STRUCTURES <br />Defective Spilhvays <br />Dewatering Devices Clogged <br />Faulty Gates, Etc. <br />Other <br />MAINTENANCE REQUIRED <br />QUARTERLY POND INSPECTION REPORT <br />Pond Inspection Date: Dec 27, 2001 <br />r-~ r~. r <br />Terror Creek Company i '~-" -~ J` <br />Terror CreekLoadout FER O1 2002 <br />P-1 Dugout <br />Sediment SedimenPisionofMlner2lsdGeolx~~ <br />Wet Dry <br /><I S % <5% <br />0 U <br />No <br />No <br />No <br />No <br />No <br />No <br />No <br />No <br />No <br />No <br />No No <br />No No <br />No No <br />No No <br />No No <br />No No <br />No No <br />No No <br />No No <br />ADDITIONAL COMMENTS: The design sediment level is 18" below the invert of the <br />primary spilhvay. <br />REFERENCE DRAWINGS: <br />SWMP Controls - Nlap 14 <br />Map 7 Exh. 9, p. 1 I <br />REr,~~ <br />inspected By: Mark Milner <br />Under Direction oF: <br />Godwi <br />Engineer No. 34286 <br />G o o 5 3 5 3 7 3 7 H i g h w a y X 3 3 ~ S o m e r s e i C o l o r a tl o 8 r a 3 a U S A <br />1 E L i ~7 70 i 929 51 22 FAX (9701 929-51 77 <br />