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Site ITame : Impoundment #009 <br />Mine 'Name: New Horizon Mine Locaticn: 1 mi .NW of Mucla, CO . <br />Mine ID No.: CDMG Pew mi 40008 -81 <br />O ?en.: R. L. Wade, Mine Manager <br />CIRCLE OR WRITE IN =`PPROPR_IAT E, RESPONSE <br />1 Fr Preparation (removal of .eget ation, stumts., topsoil( C) ITo N/A <br />2. Dirt thickness (inches) <br />Compaction according to approved plan ie <br />nurninq (specify _rtend and location) Yes <br />Angle of slope: 3:1 upstream, 3.1 downstream <br />S Seepage (specify location, color, and apprccc volume) <br />3 I from underdrain pipes. :es IT /A <br />L 1 At isolated points on embankment slopes : Yes (i IT /A <br />c) At natural hillside: Yes 0 N/A <br />dl Over widespread areas Yes ®o N/A <br />e) From idownsteam foundatioc area Yes CD N/A <br />f) Boils" beneath stream or handed water Yes 0 N/A <br />Cracks or scarps on crest Yes N/A <br />Cracks or scraps on slope Yes Q N/A <br />9. Sloughing of bulging on slope Yes Q IT /A <br />10 ilajor erosion problems Yes N/A <br />11 3urf__e movements in valley bottom or on hillside Yes E TT /A <br />12 Erosion of toe Yes co IT /A <br />13 Water impounded against toe zes qa IT /A <br />1= Ekistinci embankment freeboard (feet1 Vi A-q, _t —54,3°I.4.04 10. Feet <br />15 Cracks, bulging, or erosion on upsteam face Yes Q IT /A <br />1G. . llasibl e sumps or sinkholes in slurry surface Y es N/A <br />17 Clogging <br />a) Spillway channels and pipes <br />I <br />) <br />Po v..cA , s Ax <br />WATER, SEDIMENT, OR SLURRY IMPOUNDMENTS <br />Inspectors Name: R055 CvI\D KQ <br />NPDES TD. Mo. : C0- 0 0 00213 <br />Farci 1 i_'i Configuration: C{uration: Total Incised Pond <br />Decant system <br />Diversion Ditches <br />Cracking or crushing of pipes <br />a) Spillway wa_, pipes "l es <br />b1 Decant system _es <br />Trash :ec( :s clear and in place <br />PERIODIC INSPECTION FORM <br />Date: �,,p� ZpvZ <br />Date Last Inspected: %1 it A\( 2017_ <br />Lo at_c'n:- i7N16W SEC 36 <br />_es <br />es <br />Yes <br />Tc 11 /A <br />JG IT /A <br />43 N/A <br />Q N/A <br />IT, A <br />.4. <br />N/A <br />N/A <br />N/A <br />