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PROJC02275 (2)
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PROJC02275 (2)
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Last modified
11/19/2009 11:44:32 AM
Creation date
2/2/2009 10:42:57 AM
Metadata
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Template:
Loan Projects
Contract/PO #
C150166
Contractor Name
East Fork Mutual Irrigation Company
Contract Type
Loan
Water District
50
County
Grand
Loan Projects - Doc Type
Feasibility Study
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~' ... <br />ult <br />Geotechnical 1 Environmental Engineering • Materials Testing <br />May 16, 2003 <br />East Fork Mutual Ditch Company <br />c% Kent Whitmer <br />Box 38 <br />Hot Sulphur Springs, CO 80451 <br />Job Number: 03-5547 <br />Subject: Additional Slope Protection <br />Recommendations, East Fork Troublesome Ditch - <br />Elk Fork Ranch, Grand County, Colorado. <br />~ Gentlemen: <br />As requested, NWCC, Inc. (Northwest Colorado Consultants, Inc.) has prepared this report to outline <br />alternative methods for protecting the slopes that will be disturbed during the stabilization/remediation of <br />the slope failure that occurred beneath a section of the East Fork Troublesome Ditch. It should be noted <br />that our firm previously prepared a report that outlined our observations of the subject slide and provided <br />recommendations for stabilizing the slide. The report was prepared under this job number and dated May <br />7, 2003. <br />It is our understanding that the ditch owners have elected to construct a pipeline in the present ditch <br />alignment, approximately 1000 feet in length, and then remove all of the failed materials and existing fill <br />materials from the area of the slope failure to form a more stable slope configuration. However, it does not <br />appear that it will be feasible to armor the completed cut slopes with boulders, as recommended in our <br />original report. Therefore, we have provided alternative methods for protecting the slopes after the <br />construction has been completed. <br />There are a large number of erosion control products that should work satisfactorily if they are properly <br />installed and maintained after the slopes have been seeded. Based on the assumed final slope configuration <br />of approximately 1 (Horizontal) : 1 (Vertical) to 1 '/~ (Horizontal) : 1 (Vertical), the soil conditions and <br />r climate at the site, we recommend that at a minimum an erosion control blanket that is reinforced on both <br />sides with a heary duty, extruded plastic mesh be used to cover the disturbed slopes. These erosion <br />blankets can be either be filled with Aspen wood fibers, such as the Curlex III blankets produced by <br />Excelsior, which have a limited functional longevity of 18 to 24 months, or they can be filled with a <br />synthetic fibers, such as CONTECH's TRM C35 blankets, which are permanent reinforcement mats. Due <br />to the amount of disturbance that occurs in this area as a result of the elk and deer running up and down, as <br />well as across the slopes, the client should be aware that these types of mats may not hold up to the <br />disturbance and damage caused by the wildlife and a considerable amount of maintenance will probably be <br />required to keep the mats in place. It is imperative that the mats be properly nailed/secured to the stable <br />natural soils to reduce the movement and increase the effectiveness of the mats. If a relatively <br />maintenance-free product is required, then the client should consider some other type of reinforced/armored <br />r (970) 879-7888 • Fax (970) 879-7891 • nwccl(a~mindspring.com <br />2580 Copper Ridge Drive • P.O. Box 775226 • Steamboat Springs, CO 80477 <br />
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