WHITE PAPER

Responding to Water Stagnation in Buildings with Reduced or No Water Use

This document provides a decision-making framework for building managers to design responses to building water system stagnation. This collaborative effort started April 2, 2020, with an AWWA Premise Plumbing Committee conference call to discuss the impact of COVID-19 stay-at-home and shelter-in-place orders on water quality in buildings. When EPA, CDC, and others released guidance related to COVID-19 water system stagnation, there was a need to provide additional information, context, and limitations to some of the specific recommendations being disseminated

This document can serve as a basis for discussions when making decisions. Beyond the documents referenced in the acknowledgements and the resources hyperlinked within the text, there are no other references provided, as access to peer-reviewed literature is limited.

CDC and EPA guidelines recommend developing a water management program as a key step for addressing stagnation and for long-term building water management. However, there are important limitations to water management programs that this document attempts to address. First, developing and fully implementing water management programs can require a lot of institutional resources (i.e., time, funds, personnel, expertise). This document provides information to address the immediate need to respond to stagnation. Building managers then can update or create water management programs. Second, this document provides some “how to” resources for building managers assessing their building plumbing systems after/during stagnation and deciding what level of actions are needed.

An additional limitation in this document is the focus on Legionella. Most industry resources are focused solely on growth of Legionella, the cause of legionellosis (Legionnaires’ disease and Pontiac Fever). Legionella are not the only opportunistic pathogen whose growth can be supported by water stagnation, nor are biological issues the only water quality issues that may arise due to stagnation. However, because consumption-based exposure to metals can be addressed with appropriate filters in most scenarios and widely recognized industry documents do not exist for other opportunistic pathogens beyond Legionella, we have provided information centered around Legionella.

Adaptive Reuse: Converting Offices to Multi­Residential Family

Adaptive reuse of commercial office spaces to residential multifamily offers opportunities to ease some of the housing shortage in the US. These types of construction projects have many challenges, from zoning restrictions, financing, and also controlling construction costs. Construction costs specifically can have a disparate impact on whether an adaptive reuse project is possible, let alone successful. Therefore, flexibility during the construction process is vital to the success of an adaptive reuse project. Codes for plumbing and mechanical systems that support design versatility and science-based methods, such as the Uniform Codes, will be essential for controlling construction expenses.

Capacities of Stacks and Horizontal Drains in Storm Drainage Systems

The sizing for storm drainage systems are dependent upon flow capacity equations used to calculate velocities and flow rates in pipe conduits. One of the variables in the equations is the coefficient of roughness. This paper explores how the roughness of different types of material will change the computational results that are dependent upon the roughness coefficient of the pipe.

Increase in Flow Diversity From Simultaneous Fixture Use: Impact on Peak Flow Estimate

In calculating peak water demand, there can be instances where an increase in fixture count results in a decrease in the expected peak demand. This white paper explains why this counterintuitive result can occur, especially when there is some probability of stagnation (i.e., zero demand). Using IAPMO’s Water Demand Calculator (WDC), we are not designing with zero flow in mind; hence, zero flows are ignored, and the 99th percentile is extracted from actual flows for any combination of busy fixtures.

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