Recycling Treated Municipal Wastewater for Industrial Water Use

Recycling Treated Municipal Wastewater for Industrial Water Use Recycling Treated Municipal Wastewater for Industrial Water Use

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Appendix B Status of Water Reuse Regulations and Guidelines treatment does not include a sedimentation process between the chemical coagulation and filtration processes. Monthly sampling is required for the first year of operation, and quarterly sampling is required during the second year of operation. Sampling may be discontinued after the second year of operation with approval of the California Department of Health Services (DHS). Currently, there are no states with monitoring requirements for other pathogens. Disinfection Requirements Where chlorine is used as the disinfectant, several states require continuous monitoring of chlorine residual and specify both the chlorine residual and contact time that must be met, particularly for reclaimed water uses where human contact with the water is likely to occur. Required chlorine residuals and disinfection contact times differ substantially from state-to-state ranging from 1 to 5 mg/L and 15 to 90 minutes at peak flow, respectively. Where UV is used for disinfection, most states do not specify UV dosage or design or operating conditions, although some state regulations require compliance with the Ultraviolet Disinfection Guidelines for Drinking Water and Water Reuse [National Water Research Institute, 2003]. While the need to maintain a chlorine residual in reclaimed water distribution systems to prevent odors, slimes, and bacterial regrowth was recognized early in the development of dual water systems [Okun, 1979], only in the last decade or so have regulatory agencies begun to require such residuals. A few states now require maintenance of a chlorine residual (typically 0.5 or 1.0 mg/L) in distribution systems carrying reclaimed water. Facilities using UV disinfection will need to add chlorination facilities to meet residual requirements. Treatment Facility Reliability Some states have adopted treatment reliability requirements to insure that inadequately treated reclaimed water is not reused. Generally, requirements consist of alarms warning of power failure or failure of essential unit processes, automatic standby power sources, emergency storage or disposal provisions, and the provision that each treatment process be equipped with multiple units or a back-up unit. Reliability requirements for California and Florida are presented below as examples. California Requirements. California’s Water Recycling Criteria provide design and operational considerations covering alarms, power supply, emergency storage and disposal, wastewater treatment processes, and chemical supply, storage and feed facilities. For treatment processes, a variety of reliability features are acceptable. For example, for all biological treatment processes one of the following is required: (1) alarm (failure and power loss) and multiple units capable of producing oxidized wastewater (i.e., secondary treatment) with one unit not in operation; (2) alarm (failure and power loss) and short-term (at least 24 hours) storage or disposal provisions and stand-by replacement equipment; or (3) alarm (failure and power loss) and long-term (at least 20 days) storage or disposal provisions. Similar reliability requirements apply to other treatment processes. Craddock Consulting Engineers B-11 In Association with CDM & James Crook WWReuse Tm1_Appendix B_Regulatory.doc

Appendix B Status of Water Reuse Regulations and Guidelines Florida Requirements. Florida requires Class I reliability as defined by the U.S. EPA [U.S. Environmental Protection Agency, 1974] at water reclamation facilities where filtration and high-level disinfection are provided. Class I reliability requires multiple treatment units or back-up units and a secondary power source. In addition, a minimum of 1 day of reject storage is required to store reclaimed water of unacceptable quality for additional treatment. Florida also requires staffing at the water reclamation facility 24 hours/day, 7 days/week or 6 hours/day, 7 days/week as long as reclaimed water is delivered to the reuse system only during periods when a qualified operator is present. Operator presence can be reduced to 6 hours/day if additional reliability features are provided. Storage Requirements Current regulations and guidelines regarding storage requirements are primarily based upon the need to limit or prevent surface water discharge and are not related to storage required to meet diurnal or seasonal variations in supply and demand. Storage requirements vary from state to state and are generally dependent upon geographic location, climate, and site conditions. A minimum storage volume equal to 3 days of the average design flow is typical in water-short states with warm climates, while more than 200 days of storage are required in some northern states because of the high number of non-irrigation days due to high rainfall or freezing temperatures. Most states that specify storage requirements do not differentiate between operational and seasonal storage. The majority of states that have storage requirements in their regulations or guidelines require that a water balance be performed on the water reuse system, taking into account all inputs and outputs of water to the system based on a specified rainfall recurrence interval. Reclaimed Water Application Rates Most state regulations do not include requirements or recommendations regarding reclaimed water irrigation application rates, as these are generally based on plant or crop irrigated and site-specific conditions. Of the states that do recommend application rates, the maximum recommended hydraulic loading rate typically is 2 inches/wk). Ground Water Monitoring Ground water monitoring is often required when reclaimed water is used for irrigation or for impoundments that are not sealed to prevent seepage. In general, the ground water monitoring programs require that one well be placed hydraulically upgradient of the water reuse site to assess background and incoming ground water conditions within the aquifer in question and one or more wells be placed hydraulically down gradient of the reuse site to monitor compliance with ground water quality requirements. Ground water monitoring programs associated with reclaimed water irrigation generally focus on water quality in shallow aquifers. Sampling parameters and frequency of sampling are generally considered on a case-by-case basis. Craddock Consulting Engineers B-12 In Association with CDM & James Crook WWReuse Tm1_Appendix B_Regulatory.doc

Appendix B<br />

Status of <strong>Water</strong> Reuse Regulations and Guidelines<br />

treatment does not include a sedimentation process between the chemical coagulation<br />

and filtration processes. Monthly sampling is required <strong>for</strong> the first year of operation,<br />

and quarterly sampling is required during the second year of operation. Sampling may<br />

be discontinued after the second year of operation with approval of the Cali<strong>for</strong>nia<br />

Department of Health Services (DHS).<br />

Currently, there are no states with monitoring requirements <strong>for</strong> other pathogens.<br />

Disinfection Requirements<br />

Where chlorine is used as the disinfectant, several states require continuous monitoring of<br />

chlorine residual and specify both the chlorine residual and contact time that must be met,<br />

particularly <strong>for</strong> reclaimed water uses where human contact with the water is likely to<br />

occur. Required chlorine residuals and disinfection contact times differ substantially from<br />

state-to-state ranging from 1 to 5 mg/L and 15 to 90 minutes at peak flow, respectively.<br />

Where UV is used <strong>for</strong> disinfection, most states do not specify UV dosage or design or<br />

operating conditions, although some state regulations require compliance with the<br />

Ultraviolet Disinfection Guidelines <strong>for</strong> Drinking <strong>Water</strong> and <strong>Water</strong> Reuse [National <strong>Water</strong><br />

Research Institute, 2003].<br />

While the need to maintain a chlorine residual in reclaimed water distribution systems to<br />

prevent odors, slimes, and bacterial regrowth was recognized early in the development of<br />

dual water systems [Okun, 1979], only in the last decade or so have regulatory agencies<br />

begun to require such residuals. A few states now require maintenance of a chlorine<br />

residual (typically 0.5 or 1.0 mg/L) in distribution systems carrying reclaimed water.<br />

Facilities using UV disinfection will need to add chlorination facilities to meet residual<br />

requirements.<br />

Treatment Facility Reliability<br />

Some states have adopted treatment reliability requirements to insure that inadequately<br />

treated reclaimed water is not reused. Generally, requirements consist of alarms<br />

warning of power failure or failure of essential unit processes, automatic standby power<br />

sources, emergency storage or disposal provisions, and the provision that each<br />

treatment process be equipped with multiple units or a back-up unit. Reliability<br />

requirements <strong>for</strong> Cali<strong>for</strong>nia and Florida are presented below as examples.<br />

Cali<strong>for</strong>nia Requirements. Cali<strong>for</strong>nia’s <strong>Water</strong> <strong>Recycling</strong> Criteria provide design and<br />

operational considerations covering alarms, power supply, emergency storage and<br />

disposal, wastewater treatment processes, and chemical supply, storage and feed<br />

facilities. For treatment processes, a variety of reliability features are acceptable. For<br />

example, <strong>for</strong> all biological treatment processes one of the following is required: (1) alarm<br />

(failure and power loss) and multiple units capable of producing oxidized wastewater<br />

(i.e., secondary treatment) with one unit not in operation; (2) alarm (failure and power<br />

loss) and short-term (at least 24 hours) storage or disposal provisions and stand-by<br />

replacement equipment; or (3) alarm (failure and power loss) and long-term (at least 20<br />

days) storage or disposal provisions. Similar reliability requirements apply to other<br />

treatment processes.<br />

Craddock Consulting Engineers B-11<br />

In Association with CDM & James Crook<br />

WWReuse Tm1_Appendix B_Regulatory.doc

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