Recycling Treated Municipal Wastewater for Industrial Water Use

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State Hwy 36 ! Figure 3.28. St. Croix Valley WWTP - Industries within 1 and 5 mile Radii I-94 Dellwood Rd N Stillwater Blvd N G G State Hwy 36 ! N Main St SMain St # Saint Croix Tr N " St. Croix Valley WWTP I-94 St. Croix ") Agricultural Processing WWTP >=5 mgd ") Industrial Process Cooling #* WWTP 1-5 mgd ") Industrial Processing Major Rivers ") Metal Processing Highway ") ") Non-Metallic Processing Other !( ") Ground Water Surface Water ") Petroleum-Chemical Processing G Municipal Water ") ") ") Pulp and Paper Processing Sand and Gravel Washing Power Generation County Municipality #* !! G Minnesota St S ! ¯ 0 5Miles G G Sources: Minnesota DNR Water Appropriation Permit Program, 2004 (Withdrawls greater than 1 mgy or 10,000 gpd) Metropolitan Council Industrial Dischargers Permit Program, 2005 !( 0.00 - 0.50 mgd !( 0.51 - 1.50 mgd !( 1.51 - 5.00 mgd !( 5.01 - 10.00 mgd 10.01 - 25.00 mgd !( 25.01 - 505.00 mgd !(
Section 3 Inventory of Major WWTPs and Potential Industrial Reuse Demands Craddock Consulting Engineers 3-51 In Association with CDM & James Crook WWReuseTM1_Sec 3_final.doc Table 3.26. St Croix Valley WWTP Industries Within a 5 Mile Radius DNR Water Industry Category - MCES Business Industry Name Permit Source* DNR Category Andersen Corporation** x M&G Non-Metallic Processing Building Materials DiaSorin Inc** M Non-Metallic Processing Medical Products NSP CO DBA Xcel Energy x S Steam Power - Other Than Cooling Sterling Water Inc dba Culliga M Other Other * M: Municipal; G: Ground Water; M & G: Municipal and Ground Water: S: Surface Water. ** Listed under Non-Metallic Processing for the industry code of the DNR database. 3.4 Inventory Summary Ground Water Supply The availability of higher quality ground water, typically sought first for municipal and industrial purposes, is a key factor in planning for growth in most of Minnesota. The summary of watershed inventories presented in Table 3.27 shows there are several areas of the state with limited ground water supplies. These areas are in the Des Moines River and Missouri River watersheds, in the southwest part of the state, northwestern Minnesota in parts of the Red River of the North watershed, and in the Rainy River and Western Lake Superior watersheds, in north central and northeastern Minnesota. There are also community-specific water supply limitations in quality and quantity, as seen in the southwest and northwest metro areas, that are restricting withdrawals from certain aquifers. Ground water contamination is found throughout the state and certain aquifer characteristics make some aquifers a less reliable supply, as in the karst area of the Lower Mississippi River watershed. In general, the water quality of an area and susceptibility to contamination must be assessed on a site specific basis and is not a good indicator of regional water supply limitations. Supply vs. Demand The comparison of historic ground water use by industries and WWTP effluent discharge flows indicates that each watershed currently processes enough wastewater to supply these industrial needs, but as the spatial inventories demonstrated, the industries are not usually in proximity to WWTPs. The annual WWTP (greater than 1 mgd design capacity) discharges totaled 425 mgd, while total industrial water demand was 445 mgd (excludes power generation industry) and industrial ground water demand totaled 60 mgd. The statewide assessment of industrial demand performed under this project includes only major users that have their own permitted water supply, based on a compilation of the DNR Appropriations Permit database. There are also industries that use significant quantities of water provided by a municipal water system and these industries are not captured in the inventory. The metro area analysis included industries that use a municipal (potable) water supply (only or in combination with a DNR permitted supply) and provided a more detailed categorization of industry types, based on a compilation of the Met Council’s Industrial Discharger (User) database.
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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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Craddock Consulting Engineers 3-1 I
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Section 3 Inventory of Major WWTPs
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Figure 3.6. Industrial Reuse Custom
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Figure 3.7b. Ground Water Availabil
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") Figure 3.8c. Cedar River Watersh
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") ") ") ") Figure 3.10c. Lower Mis
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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
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Page 200 and 201: Water Use Code Categories Minnesota
Page 202 and 203: Minnesota Water Use for All Categor
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Page 206 and 207: Minnesota Water Use, 2000-2004 - St
Page 208 and 209: Minnesota Water Use in 2004 (withou
Page 210 and 211: Minnesota Water Use in 2000 (withou
Page 212 and 213: UseCode by Year Minnesota Power Gen
Page 214 and 215: Water Use (MGD) Water Use (MGD) 350
Page 216 and 217: Minnesota Industrial Processing Fac
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Page 220 and 221: Water Use (MGD) Water Use (MGD) 120
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Page 226 and 227: Overview There are no federal regul
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Appendix B Status of Water Reuse Re
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Appendix B Status of Water Reuse Re
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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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