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WSP09805
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Last modified
1/26/2010 2:55:55 PM
Creation date
10/12/2006 3:56:17 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8200.765
Description
White River General
State
CO
Basin
Yampa/White
Water Division
6
Date
4/1/1997
Author
USFS
Title
Aspen Highlands Ski Area - Record of Decision
Water Supply Pro - Doc Type
Report/Study
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<br />;VJ?1 ?5 <br />'-' L- __ iJ <br /> <br />Record of DecisIOn <br /> <br />404 pennining process, which includes obtaining approval of a detailed mitigation plan for compensation <br />activities. <br /> <br />Monitoring will be a critical part of the implementation and follow-up for development of the Aspen <br />Highlands Ski Area. Nonnally. Forest Service winter sports administrators oversee construction and <br />ensure that it confonns with approved plans and resource protection measures. In order to ensure that <br />limited Forest Service resources do not interfere with project oversight, I am requiring that all Forest <br />Service winter sports administration costs associated with actual planning review and construction be <br />provided by the Aspen Skiing Company through a reimbursable agreement. <br /> <br />The list of required mitigation which follows was developed from a variety of sources. Many are taken <br />directly from the list of potential mitigation measures developed specifically by the Interdisciplinary Team <br />for the Aspen Highlands project and documented in chapters 2 and 4 of the EIS. Many best management <br />practices are already in place for Aspen Highlands Ski Area in the fonn of standard procedures and <br />protection measures specified in their summer operating and construction plans. These plans are updated <br />annually and reviewed by the Forest Service. Appendix A contains a listing of the mitigation measures <br />included in the 1994 ENDN for Aspen Highlands MDP improvements and still required for those actions. <br />These measures were evaluated to detenn ine whether it was appropriate to apply them to the Aspen <br />Highlands Deep Steeplechase and Thunderbowl areas. Those 1994 measures (which are not included <br />below) will be considered in detailed project design and construction administration, but are not specific <br />requirements of development. Similarly, the Warershed Conservariol/ Practices Hal/dbook, USDA-FS <br />Region Two contains many measures that will be considered for application to individual portions of the <br />development of the Aspen Highlands Ski Area, but are not established as required mitigation by this ROD. <br /> <br />Mitigation measures required through this ROD are listed in Table 2. Unless otherwise noted, the Aspen <br />Skiing Company is the party responsible for their implementation. <br /> <br />Table 2. Impacts to be mitigated and required mitigation measures. <br />Impact Mitigated Required Mitigation Effective- Responsible <br /> nessl Party <br />Geology and Soils <br />Risk ofstruClural damage I. Locate the top terminal of Steeplechase Lift. as well as the ski I FS/ASC <br />10 ski lift and building patrol headquanerslinterpretive facility/restaurant. away from <br />foundations located in the large sadung cracks. <br />vicinity: of gravitational 2. Inspection by an engineering geologist is required to identify I FSI ASC <br />spreading (sackung smaller sackung crads during excavation. <br />features). 3. If sackung cracks cannot be nvoided, lift and building 2 FS/ASC <br /> foundations should be designed to resist or absorb computed <br /> cumulatiye horizontal and vertical strains over the lifetime of <br /> the structure. <br />Risk of structural failure I. Anchor lift tower foundations in stable milterial beneath the I FSI ASC <br />of lift towers placed on actively-moving talus layer. as designed by a qualified <br />talus slopes (e.g.. Highland engineer. <br />Surface Lill). <br />Risk of slope failure along I. On catwalks and access roads. cuts should be less than 8 feet 2 FS/ ASC <br />catwalks superimposed on high and the inslope grades should be no less than 150 to 100 <br />dip slopes with 60 to 70 percent (i.e., %: I to I: I slope ratio). <br />percent (30 to 350) slope 2. As specified by engineering design. fill slope instability should I FS/ASC <br />angles. be reduced through the construction of properly designed tie- <br /> back retaining walls. This will also reduce dOINTl slope <br /> disturbance width. <br /> <br />Associated Actions and Requirements <br />Required Mitigation and Momtoring 15 <br />
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