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

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Select material and coatings to provide for high resistance to corrosion and graffiti<br />

For above grade facilities, entries to ladders or catwalks should be elevated at least<br />

10 feet above grade and have a lockable gate or door. The gate or door must be<br />

designed to allow for safe access from a “cherry-picker” man-lift.<br />

For elevated stairwells inside of storage cells, the steps should be solid plates with<br />

raised edges to help prevent dirt from entering the water.<br />

5.9.5.8 Mechanical Rooms and Vaults<br />

Provide for proper interior drainage within the valve vault or chamber, including<br />

floors sloped to drains and/or sumps.<br />

Provide for perimeter drainage.<br />

Top of chamber should be at least 1 foot above finished grade.<br />

For access hatches and vents to valve chambers, see DSG section 5.9.5.6.<br />

5.9.5.9 Storage Cell Drainage Equipment and Features<br />

Cell drain pipes must not be cross-connected to a storm or sanitary sewer line. They<br />

also need an air gap or backflow prevention device.<br />

The floor of a storage cell should be sloped to enable drainage to a single sump.<br />

If feasible, the sump should have a pipe that drains via gravity to the designated cell<br />

drain point with an air gap. The sump should be sized to accommodate a portable<br />

sump pump, even if there is no drain pipe.<br />

Size drain pipes to accept flow rates such that the cell can be drained in the<br />

minimum amount of time without exceeding the capacity of the vents. The<br />

maximum drain line capacity should approach the maximum operational inflow rate<br />

to the storage cell.<br />

Control valves for drain pipes should be easily accessible. Wherever possible, the<br />

location of drain valves should be within the valve chamber for the storage facility.<br />

Provide a removable mud/silt stop at the entry to the drain pipe.<br />

A. Roof Drains<br />

Roofs must be water tight and sloped for drainage.<br />

Roof drains must be connected to a permitted drainage system.<br />

Roof downspouts must be external and not mounted within the storage cell.<br />

None of the drain system should be within the storage cell.<br />

Domestic water and stormwater must not co-mingle.<br />

SPU requires certain Green Stormwater Infrastructure (GSI) elements be<br />

incorporated into structural design of new projects. For more information on<br />

GSI, see DSG Chapter 8, section 8.7.8.<br />

5-58 SPU Design Standards and Guidelines

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