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WSP01428
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Last modified
1/26/2010 12:30:57 PM
Creation date
10/11/2006 10:24:18 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8149.700
Description
Miscellaneous Small Projects and Project Studies - Homestake Project
State
CO
Basin
Arkansas
Water Division
2
Date
10/29/1982
Author
various
Title
Documents related to the Homestake Project
Water Supply Pro - Doc Type
Report/Study
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<br />3448 <br /> <br />county-designated flood plains, and accordingly none are shown. No <br />bedrock aquifers are known to exist in the project area. As noted in <br />the Sundeen and Fifer Report on Wetlands And Minimum Stream Flows <br />(Attachment 13), the project area has a very smal1 alluvial aquifer and <br />run-off tends to move very quickly through the watershed. Stream flow <br />depletion is not expected to have any adverse impacts upon the aquifer. <br />After diversions, Cross Creek annual flow would be reduced by 33%, and <br />June flows would decrease about 42%. Fall Creek reductions would be 40% <br />in annual flow, and 55% in June flows. Additionally, water quality <br />impacts are expected to be minimal as no pollutants are being added. <br />(See DEIS p. 4-12) A mass balance analysis of water quality on the <br />Eagle River below Cross Creek after diversion, shows that not a sing Ie <br />water quality parameter adopted by the Water Quality Control Commission <br />for this segment will be exceeded. (Note that these Commission adopted <br />standards were not adopted by the Commission as control regulations. <br />Accordingly, the standards can not be "violated". Nor are the standards <br />s s <br />intended to interfere with the right to divert, (see s 25-8-104, s <br />25-8-503 (5) CRS '73, as amended 19B1). <br /> <br />(ii) On The Same Map Indicate Any Floodplain Associated With <br />The Proposed Development. Documentation Of Historical <br />Flooding Activity Should Be Included. Detail Potential <br />Adverse Impacts Of Associated Floodplain; <br /> <br />The diversion structures will be located in the stream bed whol1y within <br />the natural floodplain. However, this is not a county designated flood <br />plain for FEMA purposes. It should be noted that the diversion structures <br />(see Attachment 6) are designed for a minimum stream bypass and at the <br />same time are designed to pass waters in excess of the ability of the <br />diversion structure itself. No adverse impact on the floodplain is <br />anticipated during operation. On the contrary, a positive impact should <br />result from the decrease of peak flows due to diversion operations by <br />minimizing flood occurrances. <br /> <br />(iii) <br /> <br />Describe The Potential Adverse Effects Of The Proposed <br />Development Upon Plant And Animal Life Dependent <br />Upon The Water Resources In Question; <br /> <br />See DEIS, p. 4-16 and 4-17, for the minor adverse impact anticipated <br />with the development of the Homestake Phase II Project on plant and <br />animal life. The actual ground disturbed during the construction of the <br />project is approximately 1.5 acres in size for each of the four diversion <br />sites. Spruce-fir is the primary vegetative type. After completion of <br />construction, and revegetation will be-performed at each diversion site. <br />It is anticipated that during construction animal life will avoid these <br />areas; further, wildlife populations would not be expected to be affected <br />by the small amount of habitat disturbed. No threatened or endangered <br />species have been determined to be impacted by the project in the source <br />development area. Hybrid species of Colorado Cutthroat Trout are present <br />in the upper reaches of Cross Creek and the lower reaches of East Cross <br />and West Cross Creeks due to fish planting in high lakes by the Colorado <br />Division of Wildlife. However, fish bypass flows wil1-be sufficient to <br />protect fishery habitat. In fact, reduced velocities will enhance <br />spawning (see pages 3-11 and 4-17 of DEIS). <br /> <br />16 <br />
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