14.04.2014 Views

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

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

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

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

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

5.9.2 <strong>Water</strong> Storage Facility Structures<br />

The following are the primary structural functions of a water storage facility:<br />

Remain as water tight as achievable for the design seismic, geotechnical, and<br />

thermal conditions over its design life<br />

Survive the design seismic event so that its operational purpose (fill, storage, and<br />

draw of potable water) is maintained<br />

Maintain the sanitary integrity of the tank so that its water quality is not<br />

compromised.<br />

The following are general design requirements for structural and material design elements of<br />

storage facilities to meet the above requirements. All elements must be evaluated and<br />

addressed to establish the basis of design for every new or refurbished storage facility.<br />

5.9.2.1 Geotechnical and Seismic Requirements<br />

The following are SPU standards:<br />

1. A geotechnical study must be performed before design of any new or structurally<br />

refurbished storage facility. Soils and groundwater characteristics for each site are<br />

unique, so the geotechnical study must be tailored accordingly.<br />

2. The methods, findings, and recommendations of the geotechnical study must be<br />

documented in a geotechnical report.<br />

3. The structural design requirements of storage facilities must address specific seismic<br />

criteria for Essential Structures per the <strong>Seattle</strong> Building Code (SBC) and AWWA D-<br />

100.<br />

The following are guidelines for the geotechnical report:<br />

Identification of previous geotechnical work for the storage facility site and the key<br />

observations and conclusions from the previous work.<br />

A detailed description of subsurface soils and groundwater conditions.<br />

Identification and descriptions of known geologic hazards, including seismic, steep<br />

slopes and landslides, erosion, and contaminated soils hazards<br />

Identification of locations for additional field explorations/borings, if needed.<br />

Conclusions and recommendations for design, including geologic hazards, seismic<br />

criteria (e.g. probabilities of peak ground acceleration), excavation and shoring,<br />

dewatering, foundation and backfill requirements, erosion and sedimentation<br />

control measures, and hazardous materials.<br />

5.9.2.2 Structural Materials<br />

A. Concrete Reservoirs<br />

Two primary issues for concrete storage reservoirs must be addressed in design:<br />

SPU Design Standards and Guidelines<br />

5-51

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!