Recycling Treated Municipal Wastewater for Industrial Water Use

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Annual Average Day Flow (mgd) Peak Hourly Flow Pipe Velocity at Peak Hourly Flow (ft/s) Diam Annual Average (in) Day Flow (gpm) (mgd) 4 0.10 69.40 0.30 5.32 6 0.20 138.80 0.60 4.73 6 0.27 185.07 0.80 6.30 8 0.40 277.60 1.20 5.32 8 0.47 323.87 1.40 6.21 8 0.53 370.13 1.60 7.09 10 0.60 416.40 1.80 5.11 10 0.67 462.67 2.00 5.67 10 0.83 578.33 2.50 7.09 12 0.93 647.73 2.80 5.52 12 1.00 694.00 3.00 5.91 12 1.17 809.67 3.50 6.89 14 1.33 925.33 4.00 5.79 14 1.50 1041.00 4.50 6.51 14 1.67 1156.67 5.00 7.24 16 1.83 1272.33 5.50 6.09 16 2.00 1388.00 6.00 6.65 16 2.07 1434.27 6.20 6.87 18 2.17 1503.67 6.50 5.69 18 2.33 1619.33 7.00 6.13 18 2.50 1735.00 7.50 6.57 18 2.67 1850.67 8.00 7.00 20 2.83 1966.33 8.50 6.03 20 3.00 2082.00 9.00 6.38 20 3.17 2197.67 9.50 6.74 20 3.33 2313.33 10.00 7.09 24 3.50 2429.00 10.50 5.17 24 3.67 2544.67 11.00 5.42 24 3.83 2660.33 11.50 5.66 24 4.00 2776.00 12.00 5.91 24 4.17 2891.67 12.50 6.16 24 4.33 3007.33 13.00 6.40 24 4.50 3123.00 13.50 6.65 24 4.67 3238.67 14.00 6.89 30 5.33 3701.33 16.00 5.04 30 6.00 4164.00 18.00 5.67 30 6.67 4626.67 20.00 6.30 30 7.33 5089.33 22.00 6.93 36 8.00 5552.00 24.00 5.25 36 8.67 6014.67 26.00 5.69 36 9.33 6477.33 28.00 6.13 36 10.00 6940.00 30.00 6.57 36 10.67 7402.67 32.00 7.00 42 11.33 7865.33 34.00 5.47 42 12.00 8328.00 36.00 5.79 42 12.67 8790.67 38.00 6.11 42 13.33 9253.33 40.00 6.43 42 14.00 9716.00 42.00 6.75 42 14.67 10178.67 44.00 7.08 48 13.67 9484.67 41.00 5.05 48 14.00 9716.00 42.00 5.17 48 14.33 9947.33 43.00 5.29 48 14.67 10178.67 44.00 5.42 48 15.00 10410.00 45.00 5.54 48 15.33 10641.33 46.00 5.66 48 15.67 10872.67 47.00 5.79 48 16.00 11104.00 48.00 5.91 48 16.33 11335.33 49.00 6.03 48 16.67 11566.67 50.00 6.16 48 17.33 12029.33 52.00 6.40 48 18.00 12492.00 54.00 6.65 48 18.33 12723.33 55.00 6.77 Pumping Power Cost Curves for Reclaimed Water Conveyance Power Cost of Service ($/1000 gallons) for Pipe Length Listed (miles) 1 1.5 2 2.5 3 3.5 4 4.5 5 10 0.066 0.045 0.056 0.066 0.060 0.077 0.043 0.052 0.061 0.071 0.049 0.061 0.074 0.056 0.072 0.087 0.038 0.044 0.051 0.058 0.064 0.041 0.049 0.057 0.065 0.049 0.061 0.073 0.085 0.037 0.043 0.049 0.055 0.062 0.039 0.046 0.053 0.060 0.067 0.043 0.052 0.062 0.071 0.036 0.041 0.047 0.053 0.059 0.039 0.046 0.053 0.060 0.067 0.042 0.050 0.059 0.067 0.035 0.040 0.046 0.051 0.057 0.037 0.043 0.050 0.056 0.062 0.038 0.044 0.051 0.058 0.065 0.033 0.037 0.041 0.045 0.049 0.053 0.057 0.061 0.034 0.039 0.043 0.048 0.053 0.058 0.062 0.067 0.035 0.041 0.046 0.051 0.057 0.062 0.067 0.037 0.043 0.049 0.055 0.061 0.067 0.073 0.033 0.037 0.041 0.045 0.049 0.053 0.057 0.061 0.034 0.038 0.043 0.047 0.052 0.056 0.061 0.065 0.034 0.039 0.044 0.049 0.054 0.059 0.064 0.035 0.041 0.046 0.052 0.057 0.063 0.068 0.029 0.032 0.034 0.037 0.039 0.042 0.044 0.047 0.049 0.030 0.033 0.035 0.038 0.041 0.043 0.046 0.049 0.051 0.030 0.033 0.036 0.039 0.042 0.045 0.048 0.051 0.054 0.031 0.034 0.037 0.040 0.044 0.047 0.050 0.053 0.056 0.031 0.035 0.038 0.042 0.045 0.048 0.052 0.055 0.059 0.032 0.035 0.039 0.043 0.047 0.050 0.054 0.058 0.061 0.032 0.036 0.040 0.044 0.048 0.052 0.056 0.060 0.064 0.033 0.037 0.041 0.046 0.050 0.054 0.058 0.062 0.067 0.028 0.030 0.032 0.034 0.036 0.037 0.039 0.041 0.043 0.029 0.031 0.034 0.036 0.038 0.040 0.043 0.045 0.047 0.030 0.033 0.036 0.038 0.041 0.044 0.047 0.049 0.052 0.031 0.034 0.038 0.041 0.044 0.048 0.051 0.054 0.058 0.028 0.029 0.031 0.033 0.034 0.036 0.037 0.039 0.041 0.057 0.028 0.030 0.032 0.034 0.036 0.038 0.039 0.041 0.043 0.062 0.029 0.031 0.033 0.035 0.037 0.040 0.042 0.044 0.046 0.067 0.029 0.032 0.034 0.037 0.039 0.042 0.044 0.046 0.049 0.073 0.030 0.033 0.036 0.038 0.041 0.044 0.046 0.049 0.052 0.079 0.027 0.029 0.030 0.032 0.033 0.035 0.036 0.038 0.039 0.054 0.028 0.029 0.031 0.033 0.034 0.036 0.037 0.039 0.041 0.057 0.028 0.030 0.032 0.033 0.035 0.037 0.039 0.041 0.042 0.060 0.028 0.030 0.032 0.034 0.036 0.038 0.040 0.042 0.044 0.064 0.029 0.031 0.033 0.035 0.037 0.040 0.042 0.044 0.046 0.029 0.031 0.034 0.036 0.039 0.041 0.043 0.046 0.048 0.027 0.028 0.029 0.030 0.031 0.032 0.033 0.034 0.035 0.046 0.027 0.028 0.029 0.030 0.031 0.032 0.034 0.035 0.036 0.047 0.027 0.028 0.029 0.030 0.032 0.033 0.034 0.035 0.036 0.048 0.027 0.028 0.029 0.031 0.032 0.033 0.034 0.036 0.037 0.049 0.027 0.028 0.030 0.031 0.032 0.034 0.035 0.036 0.037 0.050 0.027 0.029 0.030 0.031 0.033 0.034 0.035 0.037 0.038 0.051 0.027 0.029 0.030 0.032 0.033 0.034 0.036 0.037 0.038 0.052 0.027 0.029 0.030 0.032 0.033 0.035 0.036 0.038 0.039 0.054 0.028 0.029 0.031 0.032 0.034 0.035 0.037 0.038 0.040 0.055 0.028 0.029 0.031 0.032 0.034 0.035 0.037 0.039 0.040 0.056 0.028 0.030 0.031 0.033 0.035 0.036 0.038 0.040 0.041 0.058 0.028 0.030 0.032 0.034 0.035 0.037 0.039 0.041 0.043 0.028 0.030 0.032 0.034 0.036 0.038 0.039 0.041 0.043 Pipe O&M Costs_Single_FINAL.xls, Pumping Cost Page 7 of 8 3/30/2007 3:01 PM
Diam (in) Annual Average Day Flow (mgd) Annual Average Day Flow (gpm) Peak Hourly Flow (mgd) Pipe Velocity at Peak Hourly Flow (ft/s) 48 19.00 13186.00 57.00 7.02 54 17.33 12029.33 52.00 5.06 54 18.00 12492.00 54.00 5.25 54 18.67 12954.67 56.00 5.45 54 19.33 13417.33 58.00 5.64 54 20.00 13880.00 60.00 5.84 54 20.67 14342.67 62.00 6.03 54 21.33 14805.33 64.00 6.23 54 22.00 15268.00 66.00 6.42 54 22.67 15730.67 68.00 6.61 54 23.33 16193.33 70.00 6.81 54 24.00 16656.00 72.00 7.00 60 21.17 14689.67 63.50 5.00 60 21.67 15036.67 65.00 5.12 60 22.33 15499.33 67.00 5.28 60 23.00 15962.00 69.00 5.44 60 23.67 16424.67 71.00 5.59 60 24.33 16887.33 73.00 5.75 60 25.00 17350.00 75.00 5.91 60 25.67 17812.67 77.00 6.07 60 26.33 18275.33 79.00 6.22 60 27.00 18738.00 81.00 6.38 60 27.67 19200.67 83.00 6.54 60 28.33 19663.33 85.00 6.70 60 29.00 20126.00 87.00 6.86 60 30.00 20820.00 90.00 7.09 Pumping Power Cost Curves for Reclaimed Water Conveyance Power Cost of Service ($/1000 gallons) for Pipe Length Listed (miles) 1 1.5 2 2.5 3 3.5 4 4.5 5 10 0.029 0.030 0.033 0.035 0.037 0.038 0.040 0.042 0.044 0.026 0.027 0.028 0.029 0.030 0.031 0.032 0.033 0.034 0.044 0.027 0.028 0.029 0.030 0.031 0.032 0.033 0.034 0.035 0.045 0.027 0.028 0.029 0.030 0.031 0.032 0.033 0.034 0.035 0.046 0.027 0.028 0.029 0.030 0.032 0.033 0.034 0.035 0.036 0.048 0.027 0.028 0.030 0.031 0.032 0.033 0.034 0.036 0.037 0.049 0.027 0.028 0.030 0.031 0.032 0.034 0.035 0.036 0.038 0.051 0.027 0.029 0.030 0.032 0.033 0.034 0.036 0.037 0.039 0.053 0.028 0.029 0.030 0.032 0.033 0.035 0.036 0.038 0.039 0.054 0.028 0.029 0.031 0.032 0.034 0.036 0.037 0.039 0.040 0.028 0.029 0.031 0.033 0.034 0.036 0.038 0.039 0.041 0.028 0.030 0.032 0.033 0.035 0.037 0.038 0.040 0.042 0.026 0.027 0.028 0.029 0.030 0.030 0.031 0.032 0.033 0.041 0.026 0.027 0.028 0.029 0.030 0.031 0.031 0.032 0.033 0.042 0.026 0.027 0.028 0.029 0.030 0.031 0.032 0.033 0.034 0.043 0.026 0.027 0.028 0.029 0.030 0.031 0.032 0.033 0.034 0.044 0.027 0.028 0.029 0.030 0.031 0.032 0.033 0.034 0.035 0.045 0.027 0.028 0.029 0.030 0.031 0.032 0.033 0.034 0.035 0.046 0.027 0.028 0.029 0.030 0.031 0.032 0.034 0.035 0.036 0.047 0.027 0.028 0.029 0.030 0.032 0.033 0.034 0.035 0.036 0.048 0.027 0.028 0.030 0.031 0.032 0.033 0.035 0.036 0.037 0.049 0.027 0.028 0.030 0.031 0.032 0.034 0.035 0.036 0.038 0.051 0.027 0.029 0.030 0.031 0.033 0.034 0.035 0.037 0.038 0.027 0.029 0.030 0.032 0.033 0.035 0.036 0.037 0.039 0.028 0.029 0.031 0.032 0.033 0.035 0.036 0.038 0.039 0.028 0.029 0.031 0.032 0.034 0.036 0.037 0.039 0.040 Pipe O&M Costs_Single_FINAL.xls, Pumping Cost Page 8 of 8 3/30/2007 3:01 PM
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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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Figure 3.12c. Mississippi River - H
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Figure 3.14b. Rainy River Watershed
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") Figure 3.16c. St. Croix River Wa
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Figure 3.18 Metro Area Industrial R
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G G Flying Cloud Dr !! G! G Figure
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Figure 3.22. Rogers WWTP - Industri
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G G G! Dodd Rd GG Figure 3.24. Rose
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G Figure 3.26. Hastings WWTP - Indu
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State Hwy 36 ! Figure 3.28. St. Cro
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Water Use Code Categories Minnesota
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Minnesota Water Use for All Categor
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Air Conditioning 0.2% Waterworks 15
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Minnesota Water Use, 2000-2004 - St
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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
Page 421 and 422: TM3: Recycled Wastewater System Com
Page 423 and 424: Appendix A Water Reuse Regulatory E
Page 425 and 426: Table A-1. 2000 California Water Re
Page 427 and 428: California Department of Health Ser
Page 429 and 430: Other Media Type Filters Fuzzy Filt
Page 431 and 432: Appendix B TECHNICAL MEMORANDUM Rec
Page 433 and 434: Appendix B Reclaimed Water Transmis
Page 435 and 436: Exhibit 1 Transmission Main Cost To
Page 437 and 438: Pipe Installation Data (DR 18 PVC P
Page 439 and 440: Equipment Costs (with O&P) Item Des
Page 441 and 442: Water Reuse Pipe Line Construction
Page 443 and 444: Construction Unit Costs Item (2006
Page 445 and 446: Crew Costs (with O&P) St. Paul Pres
Page 447 and 448: Capital PROJECT Cost Curves for Rec
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Page 453 and 454: Pipe Capital Project Cost, $ Millio
Page 455 and 456: Pipe Capital Project Cost, $/1000 g
Page 461 and 462: Annual Pipe Average Annual Velocity
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Page 465 and 466: Exhibit 3 Water Reuse System O&M Co
Page 467 and 468: Diam (in) Annual Average Day Flow (
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Page 475 and 476: Pumping Cost, $/1000 gallons 0.095
Page 477 and 478: Water Reuse System Estimated Cost o
Page 479 and 480: WATER REUSE SYSTEM COST OF SERVICE
Page 489 and 490: Appendix D-1 Water Reuse System Cos
Page 491 and 492: Water Reuse System Estimates of Pro
Page 493 and 494: Cost of Service, $/1000 gallon 2.00
Page 495 and 496: Cost Curves as Basis for Tertiary 1
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Appendix D-6 Water Reuse System Cos
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Water Reuse System Estimates of Pro
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Cost Curves as Basis for Tertiary 4
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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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!( !( !( !( !( !( !( !( !( !( !( !(
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Frequency of Occurrence, % Frequenc
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No. of Plants Total Permitting Desi
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!( !( !( !( !( !( !( !( !( !( !( !(
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Frequency of Occurrence, % Frequenc
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No. of Plants Total Permitting Desi
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!( !( !( !( !( !( !( !( !( !( !( !(
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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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