Recycling Treated Municipal Wastewater for Industrial Water Use

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Section 3 Inventory of Major WWTPs and Potential Industrial Reuse Demands WATER USE (MGD 2.5 2 1.5 1 0.5 0 241 244 Use Code Ground Water Surface Water 241 Agricultural Processing 244 Sand and Gravel Washing Figure 3.15a. Industrial Processing Water Use in the Red River of the North Watershed, 2004 WATER USE (MGD) 60 50 40 30 20 10 0 222 USE CODE Ground Water Surface Water Source: MDNR, 2004 222 Steam Power Cooling - Once Through Figure 3.15b. Power Generation Water Use in the Red River of the North Watershed, 2004 Source: MDNR, 2004 3-32 Craddock Consulting Engineers In Association with CDM & James Crook WWReuseTM1_Sec 3_final.doc
Section 3 Inventory of Major WWTPs and Potential Industrial Reuse Demands Craddock Consulting Engineers 3-33 In Association with CDM & James Crook WWReuseTM1_Sec 3_final.doc Table 3.15b. WWTPs in the Red River of the North Watershed Facility Name Design Capacity, mgd 2005 Ann Avg Flow, mgd Flow as % of Design Capacity Crookston WWTP 1.400 1.117 79.8% Detroit Lakes WWTP 3.000 1.256 41.9% East Grand Forks WWTP 1.400 1.193 85.2% Fergus Falls WWTP 2.810 1.909 67.9% Moorhead WWTP 9.000 4.753 52.8% Thief River Falls WWTP 2.140 1.447 67.6% Total 19.750 11.675 59.1% Source: MPCA, 2005 Industries and Proximity to WWTPs Of the four municipal WWTPs approaching design capacity, Crookston has the closest potential industrial reuse customer (Figure 3.15c and Table 3.15c). The American Crystal Sugar facility is approximately 1 mile from the WWTP. There is also an American Crystal Sugar facility adjacent to the Moorhead WWTP. Factors Influencing Potential for Industrial Reuse Limited ground water supplies occur through much of the Red River Valley. The majority of this watershed is in Ground Water Area 5, noted for low yielding bed and buried sand aquifers. The surficial sand aquifers provide the best yields and quality. However, overpumping of these aquifers can cause the upward flow of poorer quality ground water from the lower aquifers, known for high total dissolved solids. In addition, the surficial aquifers have recharge zones that are susceptible to contamination. The larger communities in the area, such as Moorhead, use both ground and surface water supplies for their potable water supply. The Buffalo aquifer water levels were gradually declining until water treatment operations went online to treat more Red River water. This dual supply approach has been necessary to sustain the water supply aquifers of this part of the Red River watershed. Basin planning efforts initiated in the mid-1990s continue to guide the watershed protection initiatives for the Red River of the North watershed communities. Ammonia limits imposed in late 1990s led to improvements in the treatment processes for WWTPs in the watershed. The initiatives of neighboring states and Canada, which is downstream, will also affect the discharge requirements placed on WWTPs in this Minnesota watershed.
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Acknowledgements This study was con
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Contents Recycling Treated Municipa
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Contents Recycling Treated Municipa
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Executive Summary Vision Executive
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Section 1: Introduction 1.1 Project
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Table 1.2. Water Use in Minnesota,
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Section 1: Introduction Recycling T
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1.5 Summary Section 1: Introduction
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Section 2: Recycled Wastewater Dema
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Figure 2.9. Ground Water Contaminat
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Table 2.8. Ethanol Plant Capacity a
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2.7 References Section 2: Recycled
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Section 3: Recycled Wastewater Syst
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Water Quality Overview The total co
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Industrial Water Quality Concerns S
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Emerging Contaminants of Concern Se
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3.4 Storage and Transmission Overvi
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Cost by Standard Industry Categorie
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Costs and Planning Considerations S
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Section 4: Implementation Considera
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Economic Incentives and Risk Assess
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Section 5: Summary and Potential Ne
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Long-Term Vision Section 5: Summary
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Exhibit A: California Water Recycli
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Metropolitan Council Recycling Trea
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Contents Section 1 - Introduction C
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Craddock Consulting Engineers In As
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Section 1 Introduction Craddock Con
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Craddock Consulting Engineers 2-1 I
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Section 2 Implementation Considerat
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Table 2.4. Examples of State Water
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Page 109: Section 2 Implementation Considerat
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Page 120 and 121: Section 3 Inventory of Major WWTPs
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Page 158 and 159: Figure 3.14b. Rainy River Watershed
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Page 178 and 179: G G Flying Cloud Dr !! G! G Figure
Page 182 and 183: Figure 3.22. Rogers WWTP - Industri
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Page 190 and 191: G Figure 3.26. Hastings WWTP - Indu
Page 192 and 193: State Hwy 36 ! Figure 3.28. St. Cro
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Page 200 and 201: Water Use Code Categories Minnesota
Page 202 and 203: Minnesota Water Use for All Categor
Page 204 and 205: Air Conditioning 0.2% Waterworks 15
Page 206 and 207: Minnesota Water Use, 2000-2004 - St
Page 208 and 209: Minnesota Water Use in 2004 (withou
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Minnesota Water Use in 2000 (withou
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UseCode by Year Minnesota Power Gen
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Water Use (MGD) Water Use (MGD) 350
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Minnesota Industrial Processing Fac
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Minnesota Industrial Processing Fac
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Water Use (MGD) Water Use (MGD) 120
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Water Use (MGD) Water Use (MGD) 13.
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Overview There are no federal regul
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Appendix B Status of Water Reuse Re
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Table 4. Examples of State Water Re
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Setback Distances Appendix B Status
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WATER USE (MGD) WATER USE (MGD) 3.5
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Table 3.9a. Industrial Water Use in
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Table 3.10a. Industrial Water Use i
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Table 3.10d. Industries in the Lowe
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WATER USE (MGD) WATER USE (MGD) 8 7
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Table 3.11d. Industries in the Minn
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Table 3.11d. Industries in the Minn
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WATER USE (MGD) WATER USE (MGD) 12
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Table 3.12c. Industries in the Miss
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Table 3.17c. Industries in the West
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MN Permit No Facility Minnesota Mun
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MN Permit No Facility Minnesota Mun
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Minnesota DNR Waters 2005 Ground-wa
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Permit No. Organization NAICS Code
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TM2: Sampling Plan and Results Recy
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Recommended Limits for Various Indu
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Exhibit B Blue Lake WWTP Sampling R
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MCES Blue Lake Plant Final Effluent
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Date Day of Wk MCES Blue Lake Plant
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MCES Empire Plant Final Effluent Sa
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Date Day of Wk 10/24/06 Tuesday 10/
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Exhibit D Metropolitan (Metro) WWTP
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MCES Metropolitan Plant Final Efflu
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Date Day of Wk 4/19/07 Thursday 4/2
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MCES Seneca Plant Final Effluent Sa
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Date Day of Wk 10/8/06 Sunday 10/9/
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Section 5 - Costs Table of Contents
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TM3: Recycled Wastewater System Com
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WWTP 1 - 2 - 3 - 4 - 5 - 1 Treatmen
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o Synthetic medium o Two-stage Surf
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Table 13 WATER REUSE SYSTEM COST OF
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Cost of Service, $/1000 gallon 1.00
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Cost of Service, $/1000 gallons 8.0
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Appendix A Water Reuse Regulatory E
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Table A-1. 2000 California Water Re
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California Department of Health Ser
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Other Media Type Filters Fuzzy Filt
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Appendix B TECHNICAL MEMORANDUM Rec
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Appendix B Reclaimed Water Transmis
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Exhibit 1 Transmission Main Cost To
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Pipe Installation Data (DR 18 PVC P
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Equipment Costs (with O&P) Item Des
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Water Reuse Pipe Line Construction
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Construction Unit Costs Item (2006
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Crew Costs (with O&P) St. Paul Pres
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Capital PROJECT Cost Curves for Rec
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Diam (in) Annual Average Day Flow A
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Diam (in) Annual Average Day Flow A
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Pipe Capital Project Cost, $ Millio
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Pipe Capital Project Cost, $/1000 g
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Annual Pipe Average Annual Velocity
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Pipe Capital Project Cost, $ Millio
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Exhibit 3 Water Reuse System O&M Co
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Diam (in) Annual Average Day Flow (
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Pumping Cost, $/1000 gallons 0.095
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Water Reuse System Estimated Cost o
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WATER REUSE SYSTEM COST OF SERVICE
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Appendix D-1 Water Reuse System Cos
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Water Reuse System Estimates of Pro
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Cost Curves as Basis for Tertiary 1
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Secondary Treatment Assumptions Sus
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Craddock Consulting Engineers 1 In
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TM4: WWTP Effluent Quality Recyclin
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Frequency of Occurrence, % Frequenc
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No. of Plants Total Permitting Desi
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Frequency of Occurrence, % Frequenc
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No. of Plants Total Permitting Desi
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Craddock Consulting Engineers 1 In
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1.0 Introduction This technical mem
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Exhibit A Regulatory Stakeholder Me
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MCES Recycling Treated Wastewater f
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Municipal Wastewater Reuse Regulato
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Exhibit B Industry Stakeholder Meet
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Recycling Treated Wastewater For In
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Institutional Issues Topic Discussi
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Institutional Issues Topic Discussi
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Exhibit C Broader Base Stakeholder
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Recycling Treated Municipal Wastewater for Industrial Water Use

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