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Last modified
1/26/2010 12:29:17 PM
Creation date
10/11/2006 10:09:54 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8276.500
Description
Glenwood-Dotsero Springs Unit - Salinity Control Projects
State
CO
Basin
Colorado Mainstem
Water Division
5
Date
3/24/1982
Title
URS Final Report - Phase I - Saliity Investigation of Glenwood-Dotsero Springs Unit
Water Supply Pro - Doc Type
Report/Study
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<br />~~::.~:::~ <br /> <br />c-"'" <br />...... <br />r-- <br /> <br />.: -" <br /> <br />c..) <br />.- , <br />-- ' <br /> <br />Each alternative was analyzed as a whole and as an appropriate mix of <br />generic components. The generic components included surface and/or <br />subsurface collection options, transmission pipelines to the various <br />treatment/disposal sites, treatment options such as reverse osmosis, <br />distillation, spray evaporation, and solar evaporation, and ultimate <br />disposal which included deep well injection or evaporation of <br />concentrated brine and/or landfilling of the solid salt. Detailed <br />engineering and environmental analyses were performed on these <br />individual components, keeping in mind the ultimate alternative <br />combinations. This approach allowed great flexibility in the ongoing <br />attempts to find optimal mixes of components. <br /> <br />The formulation of alternatives as a system mix of <br />also allowed great flexibility in preparing revised <br />BOR and the contractor prepared a total of <br />alternatives through the. public involvement process <br />internal reviews. <br /> <br />generic components <br />alternatives. The <br />twenty-six other <br />and as a result of <br /> <br />New appraisal level designs were then prepared, usually consisting <br />of a revised combination of existing features and associated <br />estimates. Likewise, the environmental assessments were <br />permutations of existing site information. In some cases (e.g., <br />slurry pipelines), a completely new design and cost estimate <br />required. To a certain extent, this process became iterative <br />optimal combinations were sought. <br /> <br />only <br />cost <br />all <br />coal <br />was <br />as <br /> <br />Subsequent to the initial appraisal level design process, the final <br />PIQ Report was published. This timing dictated that the appraisal <br />designs be based on preliminary collection estimates. The information <br />in the PIQ, in conjunction with information later published in the <br />Verification Report, was used to revise earlier estimates of the saline <br />spring collection capability in the Glenwood Springs area. <br /> <br />The concerns of local citizens, both in the Glenwood-Dotsero Springs <br />area and in the treatment locations, have been important considerations <br />in the plan development process. Acceptability is one of the four key <br />parameters by which alternatives are compared. The BOR scheduled <br />regular public meetings throughout the Phase I Investigation to solicit <br />public involvement in the plan selection process, including the <br />expression of local concerns not readily apparent to project personnel. <br />A planning team was formed consisting of local individuals with <br />specific interest in the salinity study. The planning team met <br />regularly throughout the study and provided recommendations to the <br />BOR. <br /> <br />Initially, the planning team (or the public at large) was to recommend <br />new alternatives for analysis. The complex nature of the alternatives, <br />as well as the complete listing of permutations prepared by the BOR and <br />the contractor, caused the planning team to concentrate heavily on <br />potential problems with existing alternatives. The beneficial use of <br /> <br />iv <br />
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