Recycling Treated Municipal Wastewater for Industrial Water Use

17.08.2013 Views
Diam (in) Annual Average Day Flow (mgd) Annual Average Day Peak Hourly Flow (gpm) Flow (mgd) Pipe Velocity at Peak Hourly Flow (fps) Pipe Unit Project Cost ($/ft) 42 11.67 8098.98 35.01 5.63 531 42 12.00 8328.00 36.00 5.79 531 42 12.33 8557.02 36.99 5.95 531 42 12.67 8792.98 38.01 6.11 531 42 13.00 9022.00 39.00 6.27 531 42 13.33 9251.02 39.99 6.43 531 42 13.67 9486.98 41.01 6.59 531 42 14.00 9716.00 42.00 6.75 531 42 14.67 10180.98 44.01 7.08 531 48 13.67 9486.98 41.01 5.05 671 48 14.00 9716.00 42.00 5.17 671 48 14.33 9945.02 42.99 5.29 671 48 14.67 10180.98 44.01 5.42 671 48 15.00 10410.00 45.00 5.54 671 48 15.33 10639.02 45.99 5.66 671 48 15.67 10874.98 47.01 5.79 671 48 16.00 11104.00 48.00 5.91 671 48 16.33 11333.02 48.99 6.03 671 48 16.67 11568.98 50.01 6.16 671 48 17.33 12027.02 51.99 6.40 671 48 18.00 12492.00 54.00 6.65 671 48 18.33 12721.02 54.99 6.77 671 48 19.00 13186.00 57.00 7.02 671 54 17.33 12027.02 51.99 5.06 781 54 18.00 12492.00 54.00 5.25 781 54 18.67 12956.98 56.01 5.45 781 54 19.33 13415.02 57.99 5.64 781 54 20.00 13880.00 60.00 5.84 781 54 20.67 14344.98 62.01 6.03 781 54 21.33 14803.02 63.99 6.22 781 54 22.00 15268.00 66.00 6.42 781 54 22.67 15732.98 68.01 6.62 781 54 23.33 16191.02 69.99 6.81 781 54 24.00 16656.00 72.00 7.00 781 60 21.17 14691.98 63.51 5.00 891 60 21.67 15038.98 65.01 5.12 891 60 22.33 15497.02 66.99 5.28 891 60 23.00 15962.00 69.00 5.44 891 60 23.67 16426.98 71.01 5.60 891 60 24.33 16885.02 72.99 5.75 891 60 25.00 17350.00 75.00 5.91 891 60 25.67 17814.98 77.01 6.07 891 60 26.33 18273.02 78.99 6.22 891 60 27.00 18738.00 81.00 6.38 891 60 27.67 19202.98 83.01 6.54 891 60 28.33 19661.02 84.99 6.70 891 60 29.00 20126.00 87.00 6.86 891 60 30.00 20820.00 90.00 7.09 891 Capital PROJECT Cost Curves for Reclaimed Transmission Piping Urban - Annualized Capital Cost - $/yr 1 1.5 2 2.5 3 3.5 4 4.5 5 10 $216,404 $324,606 $432,808 $541,010 $649,212 $757,414 $865,616 $973,818 $1,082,020 $2,164,041 $216,404 $324,606 $432,808 $541,010 $649,212 $757,414 $865,616 $973,818 $1,082,020 $2,164,041 $216,404 $324,606 $432,808 $541,010 $649,212 $757,414 $865,616 $973,818 $1,082,020 $2,164,041 $216,404 $324,606 $432,808 $541,010 $649,212 $757,414 $865,616 $973,818 $1,082,020 $2,164,041 $216,404 $324,606 $432,808 $541,010 $649,212 $757,414 $865,616 $973,818 $1,082,020 $2,164,041 $216,404 $324,606 $432,808 $541,010 $649,212 $757,414 $865,616 $973,818 $1,082,020 $2,164,041 $216,404 $324,606 $432,808 $541,010 $649,212 $757,414 $865,616 $973,818 $1,082,020 $2,164,041 $216,404 $324,606 $432,808 $541,010 $649,212 $757,414 $865,616 $973,818 $1,082,020 $2,164,041 $216,404 $324,606 $432,808 $541,010 $649,212 $757,414 $865,616 $973,818 $1,082,020 $2,164,041 $273,460 $410,190 $546,920 $683,649 $820,379 $957,109 $1,093,839 $1,230,569 $1,367,299 $2,734,598 $273,460 $410,190 $546,920 $683,649 $820,379 $957,109 $1,093,839 $1,230,569 $1,367,299 $2,734,598 $273,460 $410,190 $546,920 $683,649 $820,379 $957,109 $1,093,839 $1,230,569 $1,367,299 $2,734,598 $273,460 $410,190 $546,920 $683,649 $820,379 $957,109 $1,093,839 $1,230,569 $1,367,299 $2,734,598 $273,460 $410,190 $546,920 $683,649 $820,379 $957,109 $1,093,839 $1,230,569 $1,367,299 $2,734,598 $273,460 $410,190 $546,920 $683,649 $820,379 $957,109 $1,093,839 $1,230,569 $1,367,299 $2,734,598 $273,460 $410,190 $546,920 $683,649 $820,379 $957,109 $1,093,839 $1,230,569 $1,367,299 $2,734,598 $273,460 $410,190 $546,920 $683,649 $820,379 $957,109 $1,093,839 $1,230,569 $1,367,299 $2,734,598 $273,460 $410,190 $546,920 $683,649 $820,379 $957,109 $1,093,839 $1,230,569 $1,367,299 $2,734,598 $273,460 $410,190 $546,920 $683,649 $820,379 $957,109 $1,093,839 $1,230,569 $1,367,299 $2,734,598 $273,460 $410,190 $546,920 $683,649 $820,379 $957,109 $1,093,839 $1,230,569 $1,367,299 $2,734,598 $273,460 $410,190 $546,920 $683,649 $820,379 $957,109 $1,093,839 $1,230,569 $1,367,299 $2,734,598 $273,460 $410,190 $546,920 $683,649 $820,379 $957,109 $1,093,839 $1,230,569 $1,367,299 $2,734,598 $273,460 $410,190 $546,920 $683,649 $820,379 $957,109 $1,093,839 $1,230,569 $1,367,299 $2,734,598 $318,289 $477,434 $636,578 $795,723 $954,868 $1,114,012 $1,273,157 $1,432,302 $1,591,446 $3,182,892 $318,289 $477,434 $636,578 $795,723 $954,868 $1,114,012 $1,273,157 $1,432,302 $1,591,446 $3,182,892 $318,289 $477,434 $636,578 $795,723 $954,868 $1,114,012 $1,273,157 $1,432,302 $1,591,446 $3,182,892 $318,289 $477,434 $636,578 $795,723 $954,868 $1,114,012 $1,273,157 $1,432,302 $1,591,446 $3,182,892 $318,289 $477,434 $636,578 $795,723 $954,868 $1,114,012 $1,273,157 $1,432,302 $1,591,446 $3,182,892 $318,289 $477,434 $636,578 $795,723 $954,868 $1,114,012 $1,273,157 $1,432,302 $1,591,446 $3,182,892 $318,289 $477,434 $636,578 $795,723 $954,868 $1,114,012 $1,273,157 $1,432,302 $1,591,446 $3,182,892 $318,289 $477,434 $636,578 $795,723 $954,868 $1,114,012 $1,273,157 $1,432,302 $1,591,446 $3,182,892 $318,289 $477,434 $636,578 $795,723 $954,868 $1,114,012 $1,273,157 $1,432,302 $1,591,446 $3,182,892 $318,289 $477,434 $636,578 $795,723 $954,868 $1,114,012 $1,273,157 $1,432,302 $1,591,446 $3,182,892 $318,289 $477,434 $636,578 $795,723 $954,868 $1,114,012 $1,273,157 $1,432,302 $1,591,446 $3,182,892 $363,119 $544,678 $726,237 $907,797 $1,089,356 $1,270,915 $1,452,475 $1,634,034 $1,815,594 $3,631,187 $363,119 $544,678 $726,237 $907,797 $1,089,356 $1,270,915 $1,452,475 $1,634,034 $1,815,594 $3,631,187 $363,119 $544,678 $726,237 $907,797 $1,089,356 $1,270,915 $1,452,475 $1,634,034 $1,815,594 $3,631,187 $363,119 $544,678 $726,237 $907,797 $1,089,356 $1,270,915 $1,452,475 $1,634,034 $1,815,594 $3,631,187 $363,119 $544,678 $726,237 $907,797 $1,089,356 $1,270,915 $1,452,475 $1,634,034 $1,815,594 $3,631,187 $363,119 $544,678 $726,237 $907,797 $1,089,356 $1,270,915 $1,452,475 $1,634,034 $1,815,594 $3,631,187 $363,119 $544,678 $726,237 $907,797 $1,089,356 $1,270,915 $1,452,475 $1,634,034 $1,815,594 $3,631,187 $363,119 $544,678 $726,237 $907,797 $1,089,356 $1,270,915 $1,452,475 $1,634,034 $1,815,594 $3,631,187 $363,119 $544,678 $726,237 $907,797 $1,089,356 $1,270,915 $1,452,475 $1,634,034 $1,815,594 $3,631,187 $363,119 $544,678 $726,237 $907,797 $1,089,356 $1,270,915 $1,452,475 $1,634,034 $1,815,594 $3,631,187 $363,119 $544,678 $726,237 $907,797 $1,089,356 $1,270,915 $1,452,475 $1,634,034 $1,815,594 $3,631,187 $363,119 $544,678 $726,237 $907,797 $1,089,356 $1,270,915 $1,452,475 $1,634,034 $1,815,594 $3,631,187 $363,119 $544,678 $726,237 $907,797 $1,089,356 $1,270,915 $1,452,475 $1,634,034 $1,815,594 $3,631,187 $363,119 $544,678 $726,237 $907,797 $1,089,356 $1,270,915 $1,452,475 $1,634,034 $1,815,594 $3,631,187 Pipe Capital Costs_Single_PF of 3_FINAL.xls, Capital Costs Page 4 of 6 3/30/2007 2:55 PM

Diam (in) Annual Average Day Flow Annual Average Day Pipe Velocity at Peak Pipe Unit Hourly Flow Project (fps) Cost ($/ft) (mgd) Flow (gpm) Peak Hourly Flow (mgd) 4 0.10 69.40 0.30 5.32 97 6 0.20 138.80 0.60 4.73 106 6 0.27 187.38 0.81 6.38 106 8 0.40 277.60 1.20 5.32 115 8 0.47 326.18 1.41 6.25 115 8 0.53 367.82 1.59 7.05 115 10 0.60 416.40 1.80 5.11 128 10 0.67 464.98 2.01 5.70 128 10 0.83 576.02 2.49 7.06 128 12 0.93 645.42 2.79 5.50 140 12 1.00 694.00 3.00 5.91 140 12 1.17 811.98 3.51 6.91 140 14 1.33 923.02 3.99 5.77 157 14 1.50 1041.00 4.50 6.51 157 14 1.67 1158.98 5.01 7.25 157 16 1.83 1270.02 5.49 6.08 189 16 2.00 1388.00 6.00 6.65 189 16 2.07 1436.58 6.21 6.88 189 18 2.17 1505.98 6.51 5.70 211 18 2.33 1617.02 6.99 6.12 211 18 2.50 1735.00 7.50 6.57 211 18 2.67 1852.98 8.01 7.01 211 20 2.83 1964.02 8.49 6.02 236 20 3.00 2082.00 9.00 6.38 236 20 3.17 2199.98 9.51 6.74 236 20 3.33 2311.02 9.99 7.08 236 24 3.50 2429.00 10.50 5.17 284 24 3.67 2546.98 11.01 5.42 284 24 3.83 2658.02 11.49 5.66 284 24 4.00 2776.00 12.00 5.91 284 24 4.17 2893.98 12.51 6.16 284 24 4.33 3005.02 12.99 6.40 284 24 4.50 3123.00 13.50 6.65 284 24 4.67 3240.98 14.01 6.90 284 30 5.33 3699.02 15.99 5.04 353 30 5.67 3934.98 17.01 5.36 353 30 6.00 4164.00 18.00 5.67 353 30 6.33 4393.02 18.99 5.99 353 30 6.67 4628.98 20.01 6.31 353 30 7.00 4858.00 21.00 6.62 353 30 7.33 5087.02 21.99 6.93 353 36 8.00 5552.00 24.00 5.25 434 36 8.33 5781.02 24.99 5.47 434 36 8.67 6016.98 26.01 5.69 434 36 9.00 6246.00 27.00 5.91 434 36 9.33 6475.02 27.99 6.13 434 36 9.67 6710.98 29.01 6.35 434 36 10.00 6940.00 30.00 6.57 434 36 10.33 7169.02 30.99 6.78 434 36 10.50 7287.00 31.50 6.89 434 36 10.67 7404.98 32.01 7.01 434 42 11.33 7863.02 33.99 5.47 531 Capital PROJECT Cost Curves for Reclaimed Transmission Piping Urban Capital Cost - Cost per 1000 gallons 1 1.5 2 2.5 3 3.5 4 5 10 $1.08 $1.62 $2.17 $2.71 $3.25 $3.79 $4.33 $4.87 $5.42 $10.83 $0.59 $0.89 $1.18 $1.48 $1.78 $2.07 $2.37 $2.66 $2.96 $5.92 $0.44 $0.66 $0.88 $1.10 $1.32 $1.53 $1.75 $1.97 $2.19 $4.38 $0.32 $0.48 $0.64 $0.80 $0.96 $1.12 $1.28 $1.44 $1.61 $3.21 $0.27 $0.41 $0.55 $0.68 $0.82 $0.96 $1.09 $1.23 $1.37 $2.73 $0.24 $0.36 $0.48 $0.61 $0.73 $0.85 $0.97 $1.09 $1.21 $2.42 $0.24 $0.36 $0.48 $0.60 $0.71 $0.83 $0.95 $1.07 $1.19 $2.38 $0.21 $0.32 $0.43 $0.53 $0.64 $0.75 $0.85 $0.96 $1.07 $2.13 $0.17 $0.26 $0.34 $0.43 $0.52 $0.60 $0.69 $0.77 $0.86 $1.72 $0.17 $0.25 $0.34 $0.42 $0.50 $0.59 $0.67 $0.76 $0.84 $1.68 $0.16 $0.23 $0.31 $0.39 $0.47 $0.55 $0.63 $0.70 $0.78 $1.56 $0.13 $0.20 $0.27 $0.33 $0.40 $0.47 $0.53 $0.60 $0.67 $1.34 $0.13 $0.20 $0.26 $0.33 $0.40 $0.46 $0.53 $0.59 $0.66 $1.32 $0.12 $0.18 $0.23 $0.29 $0.35 $0.41 $0.47 $0.53 $0.58 $1.17 $0.10 $0.16 $0.21 $0.26 $0.31 $0.37 $0.42 $0.47 $0.52 $1.05 $0.12 $0.17 $0.23 $0.29 $0.35 $0.40 $0.46 $0.52 $0.58 $1.15 $0.11 $0.16 $0.21 $0.26 $0.32 $0.37 $0.42 $0.47 $0.53 $1.06 $0.10 $0.15 $0.20 $0.25 $0.31 $0.36 $0.41 $0.46 $0.51 $1.02 $0.11 $0.16 $0.22 $0.27 $0.33 $0.38 $0.43 $0.49 $0.54 $1.09 $0.10 $0.15 $0.20 $0.25 $0.30 $0.35 $0.40 $0.46 $0.51 $1.01 $0.09 $0.14 $0.19 $0.24 $0.28 $0.33 $0.38 $0.42 $0.47 $0.94 $0.09 $0.13 $0.18 $0.22 $0.26 $0.31 $0.35 $0.40 $0.44 $0.88 $0.09 $0.14 $0.19 $0.23 $0.28 $0.33 $0.37 $0.42 $0.47 $0.93 $0.09 $0.13 $0.18 $0.22 $0.26 $0.31 $0.35 $0.40 $0.44 $0.88 $0.08 $0.12 $0.17 $0.21 $0.25 $0.29 $0.33 $0.37 $0.42 $0.83 $0.08 $0.12 $0.16 $0.20 $0.24 $0.28 $0.32 $0.36 $0.40 $0.79 $0.09 $0.14 $0.18 $0.23 $0.27 $0.32 $0.36 $0.41 $0.45 $0.91 $0.09 $0.13 $0.17 $0.22 $0.26 $0.30 $0.35 $0.39 $0.43 $0.86 $0.08 $0.12 $0.17 $0.21 $0.25 $0.29 $0.33 $0.37 $0.41 $0.83 $0.08 $0.12 $0.16 $0.20 $0.24 $0.28 $0.32 $0.36 $0.40 $0.79 $0.08 $0.11 $0.15 $0.19 $0.23 $0.27 $0.30 $0.34 $0.38 $0.76 $0.07 $0.11 $0.15 $0.18 $0.22 $0.26 $0.29 $0.33 $0.37 $0.73 $0.07 $0.11 $0.14 $0.18 $0.21 $0.25 $0.28 $0.32 $0.35 $0.70 $0.07 $0.10 $0.14 $0.17 $0.20 $0.24 $0.27 $0.31 $0.34 $0.68 $0.07 $0.11 $0.15 $0.18 $0.22 $0.26 $0.30 $0.33 $0.37 $0.74 $0.07 $0.10 $0.14 $0.17 $0.21 $0.24 $0.28 $0.31 $0.35 $0.70 $0.07 $0.10 $0.13 $0.16 $0.20 $0.23 $0.26 $0.30 $0.33 $0.66 $0.06 $0.09 $0.12 $0.16 $0.19 $0.22 $0.25 $0.28 $0.31 $0.62 $0.06 $0.09 $0.12 $0.15 $0.18 $0.21 $0.24 $0.27 $0.30 $0.59 $0.06 $0.08 $0.11 $0.14 $0.17 $0.20 $0.23 $0.25 $0.28 $0.56 $0.05 $0.08 $0.11 $0.13 $0.16 $0.19 $0.22 $0.24 $0.27 $0.54 $0.06 $0.09 $0.12 $0.15 $0.18 $0.21 $0.24 $0.27 $0.30 $0.61 $0.06 $0.09 $0.12 $0.15 $0.17 $0.20 $0.23 $0.26 $0.29 $0.58 $0.06 $0.08 $0.11 $0.14 $0.17 $0.20 $0.22 $0.25 $0.28 $0.56 $0.05 $0.08 $0.11 $0.13 $0.16 $0.19 $0.22 $0.24 $0.27 $0.54 $0.05 $0.08 $0.10 $0.13 $0.16 $0.18 $0.21 $0.23 $0.26 $0.52 $0.05 $0.08 $0.10 $0.13 $0.15 $0.18 $0.20 $0.23 $0.25 $0.50 $0.05 $0.07 $0.10 $0.12 $0.15 $0.17 $0.19 $0.22 $0.24 $0.48 $0.05 $0.07 $0.09 $0.12 $0.14 $0.16 $0.19 $0.21 $0.23 $0.47 $0.05 $0.07 $0.09 $0.12 $0.14 $0.16 $0.18 $0.21 $0.23 $0.46 $0.05 $0.07 $0.09 $0.11 $0.14 $0.16 $0.18 $0.20 $0.23 $0.45 $0.05 $0.08 $0.10 $0.13 $0.16 $0.18 $0.21 $0.24 $0.26 $0.52 Pipe Capital Costs_Single_PF of 3_FINAL.xls, Capital Costs Page 5 of 6 3/30/2007 2:55 PM

Page 2 and 3: Acknowledgements This study was con

Page 4 and 5: Contents Recycling Treated Municipa

Page 6 and 7: Contents Recycling Treated Municipa

Page 8 and 9: Executive Summary Vision Executive

Page 10 and 11: Section 1: Introduction 1.1 Project

Page 12 and 13: Table 1.2. Water Use in Minnesota,

Page 14 and 15: Section 1: Introduction Recycling T

Page 16 and 17: 1.5 Summary Section 1: Introduction

Page 18 and 19: Section 2: Recycled Wastewater Dema



Page 26 and 27: Figure 2.9. Ground Water Contaminat

Page 28: Section 2: Recycled Wastewater Dema

Page 31: Section 2: Recycled Wastewater Dema


Page 38 and 39: Table 2.8. Ethanol Plant Capacity a


Page 42 and 43: 2.7 References Section 2: Recycled

Page 44 and 45: Section 3: Recycled Wastewater Syst

Page 46 and 47: Water Quality Overview The total co

Page 48 and 49: Industrial Water Quality Concerns S

Page 50 and 51: Emerging Contaminants of Concern Se



Page 56 and 57: 3.4 Storage and Transmission Overvi


Page 60 and 61: Cost by Standard Industry Categorie

Page 62 and 63: Costs and Planning Considerations S

Page 64 and 65: Section 4: Implementation Considera

Page 66 and 67: Economic Incentives and Risk Assess

Page 68 and 69: Section 5: Summary and Potential Ne

Page 70 and 71: Long-Term Vision Section 5: Summary

Page 72: Exhibit A: California Water Recycli

Page 75 and 76: Metropolitan Council Recycling Trea

Page 77 and 78: Contents Section 1 - Introduction C

Page 79 and 80: Craddock Consulting Engineers In As

Page 81 and 82: Section 1 Introduction Craddock Con



Page 87 and 88: Craddock Consulting Engineers 2-1 I

Page 89 and 90: Section 2 Implementation Considerat



Page 95 and 96: Table 2.4. Examples of State Water







Page 109: Section 2 Implementation Considerat




Page 118 and 119: Craddock Consulting Engineers 3-1 I

Page 120 and 121: Section 3 Inventory of Major WWTPs


Page 124 and 125: Figure 3.6. Industrial Reuse Custom


Page 128 and 129: Figure 3.7b. Ground Water Availabil


Page 132 and 133: ") Figure 3.8c. Cedar River Watersh




Page 140 and 141: ") ") ") ") Figure 3.10c. Lower Mis






Page 152 and 153: Figure 3.12c. Mississippi River - H



Page 158 and 159: Figure 3.14b. Rainy River Watershed




Page 166 and 167: ") Figure 3.16c. St. Croix River Wa




Page 174 and 175: Figure 3.18 Metro Area Industrial R


Page 178 and 179: G G Flying Cloud Dr !! G! G Figure


Page 182 and 183: Figure 3.22. Rogers WWTP - Industri


Page 186 and 187: G G G! Dodd Rd GG Figure 3.24. Rose


Page 190 and 191: G Figure 3.26. Hastings WWTP - Indu

Page 192 and 193: State Hwy 36 ! Figure 3.28. St. Cro




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

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

Page 218 and 219: Minnesota Industrial Processing Fac

Page 220 and 221: Water Use (MGD) Water Use (MGD) 120

Page 222 and 223: Water Use (MGD) Water Use (MGD) 13.


Page 226 and 227: Overview There are no federal regul

Page 228 and 229: Appendix B Status of Water Reuse Re


Page 232 and 233: Table 4. Examples of State Water Re



Page 238 and 239: Setback Distances Appendix B Status





Page 248 and 249: WATER USE (MGD) WATER USE (MGD) 3.5

Page 250 and 251: Table 3.9a. Industrial Water Use in

Page 252 and 253: Table 3.10a. Industrial Water Use i

Page 254 and 255: Table 3.10d. Industries in the Lowe

Page 256 and 257: WATER USE (MGD) WATER USE (MGD) 8 7

Page 258 and 259: Table 3.11d. Industries in the Minn

Page 260 and 261: Table 3.11d. Industries in the Minn

Page 262 and 263: WATER USE (MGD) WATER USE (MGD) 12

Page 264 and 265: Table 3.12c. Industries in the Miss









Page 282 and 283: Table 3.17c. Industries in the West

Page 284 and 285: MN Permit No Facility Minnesota Mun

Page 286 and 287: MN Permit No Facility Minnesota Mun


Page 290: Minnesota DNR Waters 2005 Ground-wa


Page 296 and 297: Permit No. Organization NAICS Code








Page 312 and 313: TM2: Sampling Plan and Results Recy







Page 326 and 327: Recommended Limits for Various Indu

Page 328: Exhibit B Blue Lake WWTP Sampling R

Page 331 and 332: MCES Blue Lake Plant Final Effluent

Page 333 and 334: Date Day of Wk MCES Blue Lake Plant



Page 340 and 341: MCES Empire Plant Final Effluent Sa

Page 342 and 343: Date Day of Wk 10/24/06 Tuesday 10/



Page 348 and 349: Exhibit D Metropolitan (Metro) WWTP

Page 350 and 351: MCES Metropolitan Plant Final Efflu

Page 352 and 353: Date Day of Wk 4/19/07 Thursday 4/2



Page 358 and 359: MCES Seneca Plant Final Effluent Sa

Page 360 and 361: Date Day of Wk 10/8/06 Sunday 10/9/




Page 368 and 369: Section 5 - Costs Table of Contents

Page 370 and 371: TM3: Recycled Wastewater System Com


Page 374 and 375: WWTP 1 - 2 - 3 - 4 - 5 - 1 Treatmen




Page 382: o Synthetic medium o Two-stage Surf










Page 403 and 404: Table 13 WATER REUSE SYSTEM COST OF



Page 409 and 410: Cost of Service, $/1000 gallon 1.00





Page 419 and 420: Cost of Service, $/1000 gallons 8.0


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

Page 449: Diam (in) Annual Average Day Flow A

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

Page 463 and 464: Pipe Capital Project Cost, $ Millio

Page 465 and 466: Exhibit 3 Water Reuse System O&M Co

Page 467 and 468: Diam (in) Annual Average Day Flow (




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 495 and 496: Cost Curves as Basis for Tertiary 1



















Page 533 and 534: Secondary Treatment Assumptions Sus




Page 541 and 542: Craddock Consulting Engineers 1 In

Page 543 and 544: TM4: WWTP Effluent Quality Recyclin

Page 545 and 546: !( !( !( !( !( !( !( !( !( !( !( !(


Page 549 and 550: Frequency of Occurrence, % Frequenc

Page 551 and 552: No. of Plants Total Permitting Desi


Page 555 and 556: !( !( !( !( !( !( !( !( !( !( !( !(


Page 559 and 560: Frequency of Occurrence, % Frequenc

Page 561 and 562: No. of Plants Total Permitting Desi


Page 565 and 566: !( !( !( !( !( !( !( !( !( !( !( !(


Page 569 and 570: Craddock Consulting Engineers 1 In

Page 571 and 572: 1.0 Introduction This technical mem

Page 573 and 574: Exhibit A Regulatory Stakeholder Me

Page 575 and 576: MCES Recycling Treated Wastewater f


Page 579 and 580: Municipal Wastewater Reuse Regulato


Page 583 and 584: Exhibit B Industry Stakeholder Meet

Page 585 and 586: Recycling Treated Wastewater For In

Page 587 and 588: Institutional Issues Topic Discussi

Page 589 and 590: Institutional Issues Topic Discussi





Page 599 and 600: Exhibit C Broader Base Stakeholder







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