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Recycling Treated Municipal Wastewater for Industrial Water Use

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Section 3<br />

Inventory of Major WWTPs and Potential <strong>Industrial</strong> Reuse Demands<br />

Craddock Consulting Engineers 3-33<br />

In Association with CDM & James Crook<br />

WWReuseTM1_Sec 3_final.doc<br />

Table 3.15b. WWTPs in the Red River of the North <strong>Water</strong>shed<br />

Facility Name<br />

Design<br />

Capacity,<br />

mgd<br />

2005 Ann Avg<br />

Flow, mgd<br />

Flow as % of<br />

Design Capacity<br />

Crookston WWTP 1.400 1.117 79.8%<br />

Detroit Lakes WWTP 3.000 1.256 41.9%<br />

East Grand Forks<br />

WWTP 1.400 1.193 85.2%<br />

Fergus Falls WWTP 2.810 1.909 67.9%<br />

Moorhead WWTP 9.000 4.753 52.8%<br />

Thief River Falls<br />

WWTP 2.140 1.447 67.6%<br />

Total 19.750 11.675 59.1%<br />

Source: MPCA, 2005<br />

Industries and Proximity to WWTPs<br />

Of the four municipal WWTPs approaching design capacity, Crookston has the<br />

closest potential industrial reuse customer (Figure 3.15c and Table 3.15c). The<br />

American Crystal Sugar facility is approximately 1 mile from the WWTP. There is also<br />

an American Crystal Sugar facility adjacent to the Moorhead WWTP.<br />

Factors Influencing Potential <strong>for</strong> <strong>Industrial</strong> Reuse<br />

Limited ground water supplies occur through much of the Red River Valley. The<br />

majority of this watershed is in Ground <strong>Water</strong> Area 5, noted <strong>for</strong> low yielding bed and<br />

buried sand aquifers. The surficial sand aquifers provide the best yields and quality.<br />

However, overpumping of these aquifers can cause the upward flow of poorer quality<br />

ground water from the lower aquifers, known <strong>for</strong> high total dissolved solids. In<br />

addition, the surficial aquifers have recharge zones that are susceptible to<br />

contamination. The larger communities in the area, such as Moorhead, use both<br />

ground and surface water supplies <strong>for</strong> their potable water supply. The Buffalo aquifer<br />

water levels were gradually declining until water treatment operations went online to<br />

treat more Red River water. This dual supply approach has been necessary to sustain<br />

the water supply aquifers of this part of the Red River watershed.<br />

Basin planning ef<strong>for</strong>ts initiated in the mid-1990s continue to guide the watershed<br />

protection initiatives <strong>for</strong> the Red River of the North watershed communities.<br />

Ammonia limits imposed in late 1990s led to improvements in the treatment<br />

processes <strong>for</strong> WWTPs in the watershed. The initiatives of neighboring states and<br />

Canada, which is downstream, will also affect the discharge requirements placed on<br />

WWTPs in this Minnesota watershed.

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