Laserfiche WebLink
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 June 2011) <br />