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AgdaPkt 2011-10-24
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AgdaPkt 2011-10-24
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Last modified
10/25/2011 4:21:39 PM
Creation date
10/20/2011 1:24:27 PM
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Template:
CC Index
CC Index - Document Type
Agenda Packet
Meeting Type
Joint
Agency Type
City Council and Redevelopment Agency
Date
10/24/2011
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X 7. B. - Page 9 <br />Executive Summary <br />BB61V0 <br />BIIV 11,! <br />RW <br />N_ . <br />The City has more than 260 miles of distribution pipeline, ten pump stations and 12 storage <br />reservoirs that are used to distribute water to customers. Of the 260 miles of pipeline, 93 miles is <br />cast iron (CI), 42 miles is asbestos concrete, 82 miles is polyvinyl chloride (PVC), and the <br />remaining 43 miles is a variety of materials. The average age of pipeline in the system is 35 to 40 <br />years old, with some pipeline over 100 years old. In general, the cast iron pipeline is the oldest in <br />the system, the oldest pipeline dating back to the early 1900's and the PVC is the newest pipeline <br />in the system. The large amount of PVC reflects the City's efforts over the last 15 to 20 years to <br />proactively replace older pipeline. The City's pump stations and tanks are of older vintage, with <br />an average age approaching 50 years old, but are well maintained. <br />ES.5 ESTABLISHING THE MASTER PLANNING FRAMEWORK (CHAPTER 4) <br />The first and most critical component to an effective Water System Master Plan is the <br />development of a consistent evaluation framework. This framework provides perspective for the <br />project's multiple, parallel tasks and aligns them with the project objectives, resulting in <br />recommendations that are aligned and consistent with the City's LOS Goals. This framework is <br />presented graphically in Figure ES -1 and described below: <br />Step 1: The framework first confirmed the City's LOS goals, and then for each of the <br />goals (effective and efficient service delivery, health and safety, cost effectiveness) <br />developed metrics to define the level to which existing conditions and recommended <br />solutions met these goals. <br />Step 2: Each of the three assessments (system capacity and operational reliability, <br />seismic vulnerability, pipeline and facility renewal /replacement) was completed by <br />evaluating the City's water system needs as compared to this pre - established benchmark. <br />Although the three assessments were conducted independently, this process provided <br />consistency and a common focus across the independent evaluations, which involved a <br />diverse set of issues and project criteria. <br />Step 3: Within each assessment, project solutions were combined and formulated into <br />programs based on their individual combined benefit in the context of addressing the <br />established metrics. <br />Step 4: Once the programs were identified for each assessment, a combined analysis was <br />conducted for all programs to identify overlaps and conflicts, and to find synergies <br />between these programs. <br />Step 5: The consolidated programs were then assembled by priority into three potential <br />implementation scenarios, and the programmatic costs for these scenarios determined. <br />The implementation scenarios were then evaluated in a qualitative manner as to risk <br />versus reward to develop a recommended scenario. <br />WEST Y O S T ASSOCIATES ES -5 City of Redwood City <br />September 2011 Water System Master Plan <br />o\c\369\06-09-01 \wp\mp\05261 0_0ES <br />
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