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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
Archive
No
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Jurisdictional Wetlands <br />Jurisdictional waters and wetlands in the project area consist of the perennial stream Mack Wash <br />and its associated riparian fringe wetlands. Mack Wash flows year around and is considered a <br />relatively permanent water of the US. The surveyed portion of Mack Wash extended 800 lineal <br />feet up stream starting from just south of the Hwy 6&50 bridge. The area of jurisdictional non- <br />wetland WOUS was 0.6 acres, adjacent riparian fringe wetlands totaled 0.11 acres. <br />Non-Jurisdictional Wetlands <br />Wetlands evaluated in this jurisdictional determination are associated with irrigation ditches, <br />seepage, and irrigation return flows. Wetland characteristics and vegetation are a direct result of <br />irrigation water. Without this source of hydrology these wetlands would cease to exist. Non- <br />jurisdictional wetlands in the project area are associated with water allocated from the Colorado <br />River, TNW, as irrigation water in a series of canals, and lateral ditches constructed by the <br />Bureau of Reclamation in the late 19th century (BOR 1985). Wetlands established and <br />maintained solely by artificial irrigation does not meet the definition of Waters of the U.S. under <br />the criteria contained in the 1987 Corps of Engineers Wetlands Jurisdictional Manual or its <br />regional supplements. Artificially irrigated wetlands that would revert to uplands if irrigation <br />would cease are not generally considered to be jurisdictional waters of the United States under <br />section 404 of the Clean Water Act (Sacramento RBM 2007-O1). The 18 polygons showing <br />wetland characteristics that are likely to be non jurisdictional based on their source of hydrology <br />are A, B, C, D, E, F, G, H, K,L, M, N, O, P, Q, R, S, T, and V (Figures 2 through 6). A <br />description of the progression of water flow through a series of ditches to the project area <br />follows. <br />Flow into the Grand Valley Canal is diverted from the Colorado River east of Grand Junction in <br />Palisade, Colorado. The canal flows west through the City of Grand Junction distributing <br />irrigation water to lateral ditches. Between 12 and 13 Roads the canal turns south, crosses <br />underneath Highway 6&50, and returns flow to the Colorado River near 13 Road. On the south <br />side of the Highway 6&50 crossing, the Grand Valley Canal distributes water into the Mack <br />Lateral. The Mack Lateral conveys water from the canal, via underground pipe, approximately <br />1.5 miles east to the town of Mack and its associated agricultural lands. The section of the Mack <br />lateral that is piped ends at the Interstate-70 exit to the Town of Mack and is an open ditch from <br />there on. The lateral meanders around the southern portion of Mack until just west of 10 Road <br />where it turns north. The lateral splits into two main irrigation ditches. One ditch feeds two <br />small agricultural ponds, crosses under the railroad tracks and turns west eventually flowing into <br />to Mack Wash 1.5 miles downstream of the Highway 6&50 bridge. The other ditch continues <br />north, crosses under the railroad tracks and divides into two smaller ditches. One of the smaller <br />ditches flows north under Highway 6&50 and into Mack Wash. The other ditch is diverted to the <br />west paralleling Highway 6&50 and ends up flowing through an underground conduit into Mack <br />Wash, just south of the Highway 6&50 bridge (Photo 12 and Figure 5). From the Highway <br />6&50 bridge, Mack Wash flows southwest to Salt Creek and then into the Colorado River. <br />WestWater Engineering Page 7 of 75 January 2008 <br />DBMS 428 <br />
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