2010-05-25_REVISION - C1981008 (6)

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Attachment 2.05.3(3) -1 Collection /Diversion Ditches and Culverts Design Parameters ....... 2.05.3(3) -560 Attachment 2.05.3(3) -2 As Built Calculations of Pond 007 ............................. 2.05.3(3) -57-1 Attachment 2.05.3(3) -3 Typical Soil Grain Size Analysis .............................. 2.05.3(3) -582 Attachment 2.05.3(3) -4 Pond 008 As -Built .......... ............................... 2.05.3(3) -593 Attachment 2.05.3(3) -5 2.05.3(3) -6458 Pond 009 As -Built ......... ............................... 2.05.3(3) -6854 Attachment 2.05.3(3) -6 2.05.3(3) -65-59 Ponds 013 As Designed Calculations .............. ............................... 2.05.3(3) -6t55 Attachment 2.05.3(3) -7 Small Area Exemption ..... ............................... 2.05.3(3) -62-56 Attachment 2.05.3(3)8 County Agreement s- and-Eetter Montrose County Road Easement Agreement .................. 2.05.3(3) -8357 Attachment 2.05.3(3) -9 Rockfill Embankment Specifications 5TM Street Road ........... ............................... 2.05.3(3) -6458 Attachment 2.05.3(3) -10 Exploration Drill Holes ..... ............................... 2.05.3(3) -65-59 Attachment 2.05.3(3) -11 Pond 014 Storm Volume Calculations .......................... 2.05.3(3) -660 Attachment 2.05.3(3) -12 Sediment Pond 012 Engineering Design ........................ 2.05.3(3) -671 Attachment 2.05.3(3) -13 Pond 012 As Built .......... ............................... 2.053(3) -682 Attachment 2.05.3(3) -14 Pond 011 Engineering and Hydrologic Design ................... 2.05.3(3) -693 (Rinsed Apn12010) 2.05.3(3) -5