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2013 Water System Plan, Volume II - Seattle City Clerk's Office - City ...

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Chapter 5 <strong>Water</strong> Infrastructure<br />

5.8.9 Corrosion Control<br />

See DSG section 5.6.8.<br />

5.9 WATER STORAGE TANKS,<br />

STANDPIPES AND RESERVOIR DESIGN<br />

This section describes water storage facility design. <strong>Water</strong> storage facilities primarily function to<br />

provide adequate flow and pressure for all design conditions where the transmission and<br />

distribution system cannot otherwise maintain the flow or pressure required. <strong>Water</strong> storage<br />

tanks, stand pipes, and reservoirs are critical infrastructure that directly influences public health<br />

and safety. These SPU facilities must be designed and operated to prevent cross-contamination<br />

of water and degradation of water quality. For more detail on SPU reservoirs, see DSG Chapter<br />

13, Dam Safety.<br />

5.9.1 <strong>Plan</strong>ning<br />

USM determines the need for a new or refurbished water storage facility. This planning includes<br />

determining the facility’s general characteristics, size, location, and a timeline for service based<br />

on hydraulic modeling and demand projections. If approved by SPU management, a storage<br />

facility project is incorporated into the Capital Improvements Program (CIP) plan.<br />

5.9.1.1 Service Life<br />

A. Concrete Reservoirs<br />

For new concrete water storage reservoirs, service life must meet the specific project<br />

requirements. Most water utilities use a typical service life of not less than 50 years for<br />

concrete structures. For refurbished existing concrete water storage reservoirs, the<br />

design service life will be established case-by-case based on the specific conditions and<br />

requirements for the reservoir.<br />

B. Steel Storage Tanks<br />

For new steel water storage tanks, most water utilities use a design life of 75 or more<br />

years, assuming that the coatings are well maintained. An economic analysis of coating<br />

and cathodic protection systems should be done to determine the most cost-effective<br />

method for preventing corrosion. For refurbished existing steel water storage tanks,<br />

design service life is established case-by-case based on specific conditions and<br />

requirements for the tank.<br />

5.9.1.2 Hydraulic and Capacity Requirements<br />

Generally, the size of a finished water storage facility must provide sufficient capacity to meet<br />

both domestic demands and any requirements for fire flow.<br />

Specific capacity requirements must meet the applicable elements of the Washington State<br />

Department of Health <strong>Water</strong> <strong>System</strong> Design Manual or SPU’s system reliability criteria under<br />

defined emergency scenarios, whichever is less. Storage facilities are expensive to construct,<br />

SPU Design Standards and Guidelines<br />

5-47

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