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 ...
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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 />
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