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2008-02-22_APPLICATION CORRESPONDENCE - C2008086 (42)
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2008-02-22_APPLICATION CORRESPONDENCE - C2008086 (42)
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Last modified
8/24/2016 3:23:08 PM
Creation date
3/11/2008 2:20:56 PM
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Template:
DRMS Permit Index
Permit No
C2008086
IBM Index Class Name
Application Correspondence
Doc Date
2/22/2008
Doc Name
PDEIS Appendix D Coordination and Consultation
Media Type
D
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No
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feet above the existing area topography (Photos 4-6). Polygons F and G are remnants of a <br />previous ditch and are subject to seepage from the elevated irrigation ditch in polygon C (Figure <br />5). Polygon C passes through a culvert under an access road into the concrete ditch in Polygon <br />S. Broken portions of the concrete ditch and vegetation-induced blockages have caused the ditch <br />to leak water into the Hwy 6&50 borrow ditch. It also overflows into the old agricultural fields <br />to the south, widening the wetland footprint (Photos 7-10). Polygon S flows west through a <br />culvert under an access road and into Polygon T. Polygon T terminates at a culvert that conveys <br />the remainder of flow into Mack Wash just south of Hwy 6&50 bridge (Figure 5) (Highway <br />6&50 is also known as M 8/10 Road in this part of Mesa County). Vegetation in these polygons <br />is dominated by cattails along the outer edges, except for polygon T which is dominated by Reed <br />canarygrass (Photo ll). Soils are mapped as the Sagers and Homko series and show <br />redoximorphic features and low chroma colors in the first 12 inches. <br />Polygons P, Q, and R appear to be ditches that are raised above the natural topography. They <br />receive water from an irrigation ditch that passes under the railroad near flag P-l . Polygon P <br />curves around a disturbed fill area. The water passes through a culvert to the west into Polygon <br />Q and flows between an access road and the railroad. Polygon Q conveys water through a <br />culvert under the access road to Polygon R which follows the railroad west (Figure 5). The <br />dominant species in polygons P, Q, and R is cattails. The wetland in Polygon R continues <br />another 500 feet west beyond the limits of the project boundary (Figure 5). The remaining water <br />from the ditch empties into a confined channel that west eventually flowing into Mack Wash, <br />approximately 1.5 miles down stream of the 6&50 bridge. Soils are mapped as the Sagers and <br />Homko series and show redoximorphic features and low chroma colors in the first 12 inches. <br />Polygon U is emergent fringe wetlands along Maclc Wash. Polygon U extends from the Hwy <br />6&50 Bridge upstream approximately 800 feet (Photo 17 and Figure 5). The polygon includes 1 <br />potential crossing of Mack Wash and an alternative restructuring of the Hwy 6&50 bridge. <br />Fringe wetlands along Mack Wash are dominated by tamarisk. Soils are mapped as Ustiffuvents <br />and showed gleying within the first 12 inches. Mack Wash flows year round except in years of <br />extreme drought. <br />Polygon V is a proposed crossing along Government Highline Canal (Figure 6). Wetland <br />vegetation along the canal is limited to a 1 foot wide row of cattails on the canal edges. Soils did <br />not show redoximorphic features and were highly compacted. Hydrology is supplied by <br />irrigation water diverted from the Colorado River during irrigation season. Water is withdrawn <br />from the Colorado River near Palisade, CO and the canal terminates near West Salt Creek, west <br />of Mack, CO. <br />De-Watered Wetland Marsh <br />Polygon L appeared to be two manmade ponds that were connected by a ditch (Figure 3). Soil <br />borings in wetland Polygon L had redoximorphic features with sharp and distinct boundaries <br />indicating relict redoximorphic features. WestWater biologists observed declines in wetland <br />vegetation (reduced re-establishment and dead vegetation). Lack of wetland hydrology in <br />WestWater Engineering Page 5 of 75 January 2008 <br />DBMS 426 <br />
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