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WSP09401
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Last modified
1/26/2010 2:53:23 PM
Creation date
10/12/2006 3:36:41 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8056
Description
Drought Preparedness
State
CO
Basin
Statewide
Date
8/28/1986
Author
CDM
Title
Phase I - Drought Study - City of Loveland Raw Water Supply System
Water Supply Pro - Doc Type
Report/Study
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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />fl~.~.c'3 <br />'J'; oJ.... '." <br /> <br />defined after the completion of Phase I. The objective of Phase II is to <br /> <br />recommend the size, location, type and schedule of acquisition of <br /> <br />additional raw water sources and/or storage facility(ies). <br /> <br />1.1.3 Phase III - Feasibility Study <br /> <br />Based on the results of the Phase II study, an alternative to supplement <br /> <br />the City's water supply system will be recommended. The City may desire to <br /> <br />secure construction financing through the Colorado Water Conservation Board <br /> <br />Construction Fund to finance the recommended alternative. To apply for <br /> <br />this funding, the first step required is to complete a feasibility study in <br /> <br />accordance with CVCB guidelines. The purpose of Phase III therefore, is to <br /> <br /> <br />prepare a feasibility report in the format as required by the CVCB. The <br /> <br />scope of work and engineering contract for Phase III would be negotiated <br /> <br />upon completion of the Phase II study. <br /> <br />1.2 PLAN OF STUDY <br /> <br />1.2.1 Phase I - Drought Study <br /> <br />During Phase I of the study, CDM has evaluated the effect of severe drought <br /> <br />events on the City's ability to satisfy the water demands of its service <br /> <br />population. This analysis has been conducted for three design years: 1985, <br /> <br />2000, and 2015. Future water demands were estimated from three growth <br /> <br /> <br />scenarios: two percent, three and one-half percent, and five percent, <br /> <br />compounded annually. <br /> <br />The study has incorporated the findings of a literature and data review of <br /> <br />existing engineering and hydrologic reports and historic yield of the <br /> <br />City's various water sources. The total projected supply available to the <br /> <br /> <br />City has been compared to the estimated demands for each combination of <br /> <br />design year and growth scenario, thus allowing estimation of any supply <br /> <br />1-3 <br />
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