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WSP11355
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Last modified
1/26/2010 3:17:06 PM
Creation date
10/12/2006 4:55:30 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.114.I
Description
Dolores Participating Project
State
CO
Basin
San Juan/Dolores
Water Division
7
Date
11/2/1982
Author
USDOI-BOR
Title
Finding of No Significant Impact (FONSI) for Dolores Project Road Upgrading - Dolores Project-Colorado
Water Supply Pro - Doc Type
EIS
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<br />, <br /> <br />-:) <br /> <br />B. <br /> <br />Location <br /> <br />The Dolores Project dam is located on the Dolores River approxi- <br />mately 10 miles downstream from the town of Dolores, Colorado. The roads <br />that would be upgraded are described in detail below. A map of tne pro- <br />posed road system is enclosed. <br /> <br />1. Dolores-Norwood Road <br /> <br />The existing Dolores-Norwood Road (designated FDK 526 and <br />County Road 31) will be improved between the town of Dolores and tne <br />intersection with Glade Road, a distance of approximately 17 miles. Fol- <br />lowing the existing alignment, the road will be widened to 24 feet with a <br />2-foot shoulder on each side and will involve only minor earth work. Ex- <br />cessive grades and curves at the Dolores Hill, Bean Canyon, and House <br />Creek will be reduced where feasible. The first 7.2 miles of ~oad, from <br />Dolores to House Creek Road, will be paved with asphalt. This section is <br />being paved in conjunction, with the House Creek Recreation site <br />development. The remaining 9.8 miles will be gravelled to provide an <br />all-weather surface. This road will have a'design speed of 4U miles per <br />hour. <br /> <br />2. Glade Road <br /> <br />The existing Glade road (designated FDR 514) will be im- <br />proved between the Dolores-Norwood and Ferris Road including the construc- <br />tion of new bridges over Calf Creek and Plateau Creek. The first b.O <br />miles from the intersection with the Dolores-Norwood Koad will be improved <br />by widening the road, straightening some curves, and reducing $ome of the <br />grades. The existing alignment will be followed closely where possible, <br />but some earthwork will be needed. The remaining 3.5 miles will only be <br />widened, exactly following the existing alignment. The entire road will <br />have a width of 20 feet with 2-foot shoulders, an all-weather gravel <br />surface, and a design speed of 30 miles per hour. <br /> <br />3. Lone Dome Road <br /> <br />The existing Lone Dome Road (designated FUR 504 and County <br />Road 28) will be improved from Bradfield Bridge to tne McPhee Dam Site, a <br />distance of about 12 miles. Lone Dome Road is presently very narrow with <br />sharp curves. The improved road will be constructed on approximately the <br />same alignment with some of the curves straightened and graces reduced, <br />which would, therefore require major earthwork. Lone Dome Road will be 20 <br />feet wide with 2-foot shoulders and will have an all-weather gravel sur- <br />face and a design speed of 30 miles per hour. Since this road runs along <br />the Dolores River, riprap will be needed in a few minor areas to protect <br />the road from high water and to straighten a few curves. The road 1m- <br />provements will be carried out in compliance with the Clean Water Act. <br />Bank protection and stabilization adjacent to the road will be in compli- <br />ance with the nationwide permit. The sites to De stabilized are less than <br />500 ft. in length and the fill deposited below the high water mark will <br />not exceed one cubic yard per linear feet of river bank. An ind1vidual <br />404 permit will be obtained for all fill deposited for curve <br />straightening. <br /> <br />2 <br />
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