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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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The proposed rail alignment crosses the Government Highline Canal, which is another main <br />irrigation canal in the Grand Valley. Government Highline Canal originates just north of the <br />Grand Valley Canal from the Colorado River in Palisade, CO. The canal parallels the Grand <br />Valley Canal to the north until the Grand Valley Canal turns south near 13 Road. Government <br />Highline Canal continues west distributing irrigation water to lateral ditches north and west of <br />Mack (Figures 1 & 6). The canal terminates at West Salt Creek. West Salt Creek flows into Salt <br />Creek, which flows into the Colorado River. <br />Irrigation ditches within the project area have been constructed in uplands. These ditches do not <br />capture or convey jurisdictional waters of the US from tributaries along their flow path. The dry <br />washes that are crossed flow only in times of heavy precipitation events (BOR 1977) and do not <br />exhibit any wetland indicators such as hydric soils or wetland vegetation. Aerial photos in <br />Figures 7 and 8 show distinct land surface changes in previously non-irrigated land that has been <br />converted into agricultural production in the Mack area. Prior to the construction of these <br />ditches the area was considered salt shrub desert and wetlands were confined to perennial <br />washes. Transit loss and leakage from ditches have created wetland hydrology in some areas <br />where it was previously non-existent. Unlined ditches and laterals, depending on substrate and <br />sediment load, have losses of up to 2 cubic feet per square foot of ditch area per day (BOR <br />1986). During the last century of agricultural irrigation in the Grand Valley, a shallow perched <br />water table has developed from water infiltrating weathered fractures in the Mancos shale (BOR <br />1986 & 1977). Water is leached through the fractures down to an impermeable layer of shale, <br />which creates a perched water table. The impermeable shale can be 30 feet below the ground <br />surface or just a few feet from the ground surface (BOR 1985 & 1977). Ground water is derived <br />almost entirely from deep percolation of irrigation water and seepage from irrigation systems. <br />Natural ground water recharge is less than 1% of the recharge occurring in the Grand Valley <br />(BOR 1977 & 1985). The perched water table in the Grand Valley would be non existent <br />without irrigation (BOR 1977). Aerial photos show the distinct vegetative boundaries between <br />irrigation canals, lateral ditches, and the non-irrigated naturally arid salt-shrub desert (see Figures <br />7 and 8). <br />Several local soil scientists were interviewed regarding their professional opinions as to the <br />causes and extent of wetland redoximorphic soil features and groundwater soil inclusions in the <br />project area. All of these individuals are considered local soil experts and have been involved in <br />numerous projects and studies involving soils and groundwater. The following paragraph is <br />based on the professional opinions they provided during discussions about the project area in <br />Mack, Colorado. <br />Ken Weston, Bureau of Reclamation Project Manager retired, Grand <br />Junction Office. Extensive involvement in the Colorado River Basin <br />Salinity Control Project and connected research. <br />Bob Rayer, NRCS Soil Survey Project Manager, Grand Junction Office <br />WestWater Engineering Page 8 of 75 January 2008 <br />DBMS 429 <br />
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