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

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operate and maintain, plus they increase the water age and as such should not be unnecessarily<br />

oversized.<br />

Capacity must be established and documented by an engineering study using the following basic<br />

criteria:<br />

The planning horizon for demand projections must be not less than 20 years. For<br />

new facilities, the planning horizon should be 50 years or more.<br />

<strong>Volume</strong> should be sufficient to deliver design peak hourly demand at 30 psi to the<br />

pressure zone(s) served. This volume requirement may be reduced when the source<br />

water facilities have sufficient capacity with standby power for pumping to the<br />

reservoir and/or when another storage reservoir can be used to supplement peak<br />

demands of the zone(s). During fire flow conditions, the combination of storage and<br />

delivery system capacity must be adequate to provide water at the required flow<br />

rate and a minimum 20 psi in the main.<br />

To determine the emergency /standby storage component, identify the reasonable<br />

emergencies, define the duration and level of service during the emergency, then<br />

apply SPU’s reliability criteria as described in the current WSP.<br />

<strong>Water</strong> quality impact of storage and design considerations to enable regulatory<br />

compliance throughout the life of the facility.<br />

5.9.1.3 New or Modifications/Expansions of Existing Storage Facilities<br />

A. General Considerations for New Facilities<br />

The following are general considerations for planning and preliminary design of new<br />

storage facilities or for modifications, expansions of existing facilities, retirements of<br />

facilities or downsizing facilities:<br />

Hydraulic grade line of the water supply system<br />

Pressure zones served by the storage facility<br />

Sizes and capacities of transmission or feeder mains and, where applicable,<br />

booster pumping stations, that supply the storage facility (existing and future)<br />

Sizes and capacities of distribution mains in the pressure zones served by the<br />

storage facility (existing and future)<br />

Availability and type of discharge points for overflow and drain-down water<br />

from the storage facility<br />

Geotechnical and seismic characteristics<br />

Vehicle access for all anticipated vehicle and equipment types<br />

Security<br />

Fire services (fire flow, emergency engine fill points post-earthquake)<br />

Land ownership and future use by <strong>City</strong> of <strong>Seattle</strong> departments<br />

Environmental impacts to adjacent properties<br />

5-48 SPU Design Standards and Guidelines

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