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WSP09469
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Last modified
1/26/2010 2:53:51 PM
Creation date
10/12/2006 3:39:09 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8149.911
Description
Miscellaneous Small Projects and Project Studies - SE Needs Assessment and PSOP
State
CO
Basin
Arkansas
Water Division
2
Date
1/1/1998
Author
various
Title
Needs Assessment - Alternatives Evaluation
Water Supply Pro - Doc Type
Report/Study
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<br />3334 <br /> <br />5.2 EXAMPLE APPliCATION OF SIMPliFIED SCREENING MODEL <br /> <br />To illustrate how a DSS can be applied to this project, we have perfonned an example <br />evaluation using the screening criteria described in Section 4, This includes system yield. <br />river re-regulation benefits (project location) and total project C05t. These correspond to <br />criteria 15, 17, 18, and 19 shown on Figure 5,1. <br /> <br />An example of a simplified hierarchy of planning values using only four criteria is shown <br />on Figure 5.2, Example weighting factors are also presented in this figure, For those <br />examples we have weighted the three overall project goals of minimizing project investment, <br />maximizing sponsor's operational effectiveness and maximizing available water used at (),5, <br />0,25 and 0,25, respectively, It is important to note that the sum of these weights equals 1.0, <br />In addition, the sum of the weight~ associated with the subgoals of minimizing WWDC cost <br />and GVID cost also equal 1.0, For this example we have weighted these subgoals as a direct <br />inverse of the 75 percent/25 percent WWDC financing, Once the basic scoring model has <br />been developed, it can be easily manipulated to perfonn sensitivity analysis and illustrate the <br />trade-offs associated with competing goals, subgoals, and objectives. Example preference <br />relationships which may be applicable to the Greybull Valley Project are illustrated on <br />Figure 5,3, <br /> <br />A summary of example results for the 15 alternatives considered in our comparative <br />evaluation is shown graphically on Figure 5.4, The score for each criteria is indicated <br />separately by the different hatching patterns on this figure. As can be seen, the two viable <br />recommended primary alternatives for consideration in the EIS received the highest scores <br />in this example, The No Action alternative did not rank. in the top five of those alternatives <br />evaluated, but must be included as a primary alternative in the EIS as specified by the <br />Council on Environmental Quality regulations (CEQ, 40 CFR 1500-1508), <br /> <br />5.3 OTHER ISSUES AND PLANNING CONSIDERATIONS <br /> <br />Some very significant additional issues associated with other goals, subgoals, and objectives <br />were not addressed in our initial screening, These issues can be expected to develop during <br />the EIS process, A general issue that can be expected to be raised is that the level of the <br />evaluations associated with all alternatives, except Lower Roach Gulch, is preliminary, Key <br />technical issues associated with yield analysis, geotechnical concerns, and constructability <br />need to be evaluated in greater detail for each alternative, The results of these analyses may <br />increase or decrease the reconnaissance level estimates of project investment or yields and <br />impact the project's overall ability to meet the GVID's purpose and need, A discussion of <br />some of these key issues follows, <br /> <br />5.3.1 Primary Alternatives <br /> <br />Data extrapolations from previous modeling perfonned by SWWRC indicate that there could <br />be 40,000 to 80,000 acre-feet of additional water available in the Upper Greybull River and <br /> <br />lWJ7\'Jl.EPORt\1EXT.VI <br /> <br />5-3 <br />
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