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2010-252A (19)
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2010-252A (19)
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Last modified
12/4/2020 4:56:12 PM
Creation date
10/5/2015 10:01:02 AM
Metadata
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Template:
Official Documents
Official Document Type
Report
Approved Date
10/12/2010
Control Number
2010-252A (19)
Agenda Item Number
10.A.3
Entity Name
Comprehensive Plan
Subject
EAR based Amendments 2030 Comprehensive Plan
Chapter 3B Potable Water Sub-Element
Supplemental fields
SmeadsoftID
13451
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Comprehensive Plan Potable Water Sub-Element <br /> <br /> <br />Community Development Department Indian River County 3 <br />indicated in the Master Plan, the County Utilities Department has the responsibility for operation of <br />the county's potable water system. <br /> <br />Since 1990, significant expansion of the County’s potable water system has occurred. From 1990 to <br />2008, the potable water system not only increased its geographic service area, it also significantly <br />increased its customer base. During that time, the number of water customers increased by 137% <br />(from 17,000 to 40,300 customers), while the number of private water treatment plants operating in <br />the county decreased from 29 to 4. Because most of the main water lines called for in the Master <br />Plan have been installed, centralized potable water service is now available to most of the urban <br />service area. <br /> <br />POTABLE WATER FACILITIES <br /> <br />Generally, potable water facilities consist of a water supply, treatment plants, storage facilities, and a <br />distribution system. While a potable water system’s water supply source can be surface water, <br />groundwater, or a combination of both, the water source is usually a reflection of the type of water <br />available and the cost of developing the source. Before being used for public consumption, most <br />water must undergo treatment. Treatment removes impurities from raw water in order to improve its <br />quality for either public health, aesthetic reasons, or both. <br /> <br />After treatment, potable water is supplied to individual users by way of a network of pipes and <br />storage reservoirs. Large transmission lines, called distribution mains, form the “spine” or frame of <br />the distribution network. Those main lines carry water to major demand areas and interconnect with <br />a network of smaller lines which serve individual projects such as subdivisions and shopping centers. <br />The smallest lines of the distribution network supply individual houses and establishments. In many <br />cases, the distribution network is inter-connected to form flow loops to allow water to circulate <br />within the system to areas of highest demand. <br /> <br />In order to provide adequate flow to meet demand, water is delivered under pressure. Throughout the <br />day, demand for water varies. Usually, morning and evening are the times of peak demand. These <br />peaks correspond to periods of highest residential usage. A second type of peak demand occurs when <br />water is utilized for fighting fires. In order to provide adequate quantities and pressure to meet peak <br />and fire flow demands, water storage tanks are used. During low demand periods, water is pumped <br />into these storage tanks. During peak demand periods, water is pumped from the tanks back into the <br />system to augment flows and maintain pressure. Ground level and elevated storage tanks are both <br />commonly used. Sometimes, the distribution system includes auxiliary pumps which operate only <br />during peak demand periods.
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