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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 Calculations .................................... <br />Attachment 2.05.3(3)-7 <br />Small Area Exemption ................................................ <br />Attachment 2.05.3(3)-8 <br />County Agreement And Montrose County Road Easement Agreement .......... <br />Attachment 2.05.3(3)-9 <br />Rockfill Embankment Specifications 5T" 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 />Attachment 2.05.3(3)-15 <br />Pond Slope Stability Analyses .......................................... <br />Attachment 2.05.3(3)-16 <br />Demonstration For Retention of Pond 007 ................................. <br />(Revised February 2015) <br />