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Recycling Treated Municipal Wastewater for Industrial Water Use

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TM4: WWTP Effluent Quality<br />

<strong>Recycling</strong> <strong>Treated</strong> <strong>Municipal</strong> <strong>Wastewater</strong> <strong>for</strong> <strong>Industrial</strong> <strong>Water</strong> <strong>Use</strong><br />

3.0 Summary<br />

The majority of the municipal WWTPs in Minnesota produce a good quality<br />

secondary effluent with low nutrient levels (CBOD5 < 5 mg/L, TSS < 5 mg/L, TP < 1<br />

mg/L, NH3 < 5 mg/L, and fecal coli<strong>for</strong>m < 10/100 mL). This provides a good “base<br />

level” water quality <strong>for</strong> supplying reclaimed wastewater from municipalities to<br />

industries. Specific industry water quality requirements will determine if additional<br />

treatment processes will be required. It is most likely that additional disinfection<br />

treatment will be required to meet the total coli<strong>for</strong>m limits required by Minnesota<br />

permitting practices. The majority of plants, particularly the larger WWTPs, will not<br />

need further reduction of organics, particulate solids, and nutrients <strong>for</strong> industrial uses<br />

requiring lower levels of quality or little concern <strong>for</strong> dissolved solid concentrations. If<br />

hardness, dissolved salts, or trace constituents need to be removed, then additional<br />

reduction of organic, suspended solids and nutrients will be required <strong>for</strong> optimum<br />

treatment process per<strong>for</strong>mance.<br />

4.0 References<br />

Minnesota Pollution Control Agency (MPCA). 2005. Minnesota Discharge Monitoring<br />

Report data obtained through the Environmental Data Access system, April 2006.<br />

Refer to: http://www.pca.state.mn.us/data/eda<strong>Water</strong>/index.cfm.<br />

28 Craddock Consulting Engineers<br />

In Association with CDM & James Crook<br />

TM4-WWTP Eff Quality_0707.doc

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