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ATTACHMENTS <br />Attachment 2.05.3(3) -1 <br />Collection /Diversion Ditches and Culverts Design Parameters ........ <br />2.05.3(3) -52 <br />Attachment 2.05.3(3) -2 <br />2.05.3(3) -60 <br />As Built Calculations of Pond 007 .............................. <br />2.05.3(3) -53 <br />Attachment 2.05.3(3) -3 <br />2.05.3(3) -61 <br />Typical Soil Grain Size Analysis ............................... <br />2.05.3(3) -54 <br />Attachment 2.05.3(3) -4 <br />2.05.3(3) -62 <br />Pond 008 As -Built ........... ............................... <br />2.05.3(3) -55 <br />Attachment 2.05.3(3) -5 <br />2.05.3(3) -63 <br />Pond 009 As -Built ........... ............................... <br />2.05.3(3) -56 <br />Attachment 2.05.3(3) -6 <br />2.05.3(3) -64 <br />Ponds 013 As Designed <br />Calculations ................ ............................... <br />2.05.3(3) -57 <br />Attachment 2.05.3(3) -7 <br />Small Area Exemption ........ ............................... <br />2.05.3(3) -58 <br />Attachment 2.05.3(3) -8 <br />County Agreement <br />And <br />Montrose County Road Easement Agreement .................... <br />2.05.3(3) -59 <br />Attachment 2.05.3(3) -9 <br />Rockfill Embankment Specifications <br />5 T " Street Road ............. ............................... <br />2.05.3(3) -60 <br />Attachment 2.05.3(3) -10 <br />Exploration Drill Holes ........ ............................... <br />2.05.3(3) -61 <br />Attachment 2.05.3(3) -11 <br />Pond 014 Storm Volume Calculations ........................... <br />2.05.3(3) -62 <br />Attachment 2.05.3(3) -12 <br />Sediment Pond 012 Engineering Design ......................... <br />2.05.3(3) -63 <br />Attachment 2.05.3(3) -13 <br />Pond 012 As Built ........... ............................... <br />2.05.3(3) -64 <br />Attachment 2.05.3(3) -14 <br />Pond 011 Engineering and Hydrologic Design .................... <br />2.05.3(3) -65 <br />Revised June 2010 (PR06) 2.05.3(3) -4 <br />