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ATTACHMENTS <br />Attachment 2.05.3(3) -1 <br />Collection /Diversion Ditches and Culverts Design Parameters ................. <br />Attachment 2.05.3(3) -2 <br />As Built Calculations of Pond 007 ........................................ <br />Attachment 2.05.3(3) -3 <br />Typical Soil Grain Size Analysis ......................................... <br />Attachment 2.05.3(3) -4 <br />Pond 008 As- Built ..................... ............................... <br />Attachment 2.05.3(3) -5 <br />Pond 009 As- Built ..................... ............................... <br />Attachment 2.05.3(3) -6 <br />Ponds 013 As Designed <br />Calculations ......................... ............................... <br />Attachment 2.05.3(3) -7 <br />Small Area Exemption ................................................ <br />Attachment 2.05.3(3) -8 <br />County Agreement <br />And <br />Montrose County Road Easement Agreement ............................. <br />Attachment 2.05.3(3) -9 <br />Rockfill Embankment Specifications <br />5 Street Road ....................... ............................... <br />Attachment 2.05.3(3) -10 <br />Exploration Drill Holes ................................................ <br />Attachment 2.05.3(3) -11 <br />Pond 014 Storm Volume Calculations .................................... <br />Attachment 2.05.3(3) -12 <br />Sediment Pond 012 Engineering Design .................................. <br />Attachment 2.05.3(3) -13 <br />Pond 012 As Built ..................... ............................... <br />Attachment 2.05.3(3) -14 <br />Pond 011 Engineering and Hydrologic Design .............................. <br />(Revised Dec 2010) <br />