Recycling Treated Municipal Wastewater for Industrial Water Use
Recycling Treated Municipal Wastewater for Industrial Water Use Recycling Treated Municipal Wastewater for Industrial Water Use
Water Reuse Pipe Line Unit Construction Cost Pipe Material: DR 18 PVC Start Sta. End Sta. length diameter (in) start depth (ft) end depth (ft) X Hor.: 1 Vert. depth of vertical cut at bottom average depth (ft) design parameter key upstream MH diameter Urban Applications 0 550 550 4 8 8 1 10 8.108 1 3 4 4.0 0 0 0 10 0 1 0 0 $50.52 550 600 50 4 8 8 1 10 8.108 1 3 4 4.0 6 1 0 0 0 1 0 0 $87.83 Weighted Average $53.63 600 1150 550 6 8 8 1 10 8.250 2 3 4 4.0 0 0 0 10 0 1 0 0 $55.20 1150 1200 50 6 8 8 1 10 8.250 2 3 4 4.0 6 1 0 0 0 1 0 0 $92.52 Weighted Average $58.31 1200 1750 550 8 8 8 1 10 8.302 3 3 4 4.0 0 0 0 10 0 1 0 0 $60.17 1750 1800 50 8 8 8 1 10 8.302 3 3 4 4.0 6 1 0 0 0 1 0 0 $97.48 Weighted Average $63.28 1800 2350 550 10 8 8 1 10 8.354 4 3 4 4.0 0 0 0 10 0 1 0 0 $67.16 2350 2400 50 10 8 8 1 10 8.354 4 3 4 4.0 8 1 0 0 0 1 0 0 $113.08 Weighted Average $70.99 2400 2950 550 12 8 8 1 10 8.406 5 4 4 4.0 0 0 0 10 0 1 0 0 $73.40 2950 3000 50 12 8 8 1 10 8.406 5 4 4 4.0 8 1 0 0 0 1 0 0 $119.32 Weighted Average $77.22 3000 3550 550 14 8 8 1 10 8.458 6 4 4 4.0 0 0 0 10 0 1 0 0 $82.84 3550 3600 50 14 8 8 1 10 8.458 6 4 4 4.0 8 1 0 0 0 1 0 0 $128.76 Weighted Average $86.67 3600 4150 550 16 8 8 1 10 8.510 7 4 6 6.0 0 0 0 10 0 1 0 0 $100.41 4150 4200 50 16 8 8 1 10 8.510 7 4 6 6.0 10 1 0 0 0 1 0 0 $154.93 Weighted Average $104.95 4200 4750 550 18 8 8 1 10 8.563 8 4 6 6.0 0 0 0 10 0 1 0 0 $112.44 4750 4800 50 18 8 8 1 10 8.563 8 4 6 6.0 10 1 0 0 0 1 0 0 $166.96 Weighted Average $116.98 4800 5350 550 20 8 8 1 10 8.615 9 4 6 6.0 0 0 0 10 0 1 0 0 $126.49 5350 5400 50 20 8 8 1 10 8.615 9 4 6 6.0 10 1 0 0 0 1 0 0 $181.01 Weighted Average $131.03 5400 5950 550 24 8 8 1 10 8.723 10 5 6 6.0 0 0 0 10 0 1 0 0 $153.60 5950 6000 50 24 8 8 1 10 8.723 10 5 6 6.0 10 1 0 0 0 1 0 0 $208.13 Weighted Average $158.15 Rural Applications: 0 600 600 4 8 8 1 10 8.108 1 3 4 4.0 0 0 0 0 10 0 0 0 $43.52 0 600 600 6 8 8 1 10 8.250 2 3 4 4.0 0 0 0 0 10 0 0 0 $48.02 0 600 600 8 8 8 1 10 8.302 3 3 4 4.0 0 0 0 0 10 0 0 0 $52.93 0 600 600 10 8 8 1 10 8.354 4 3 4 4.0 0 0 0 0 10 0 0 0 $59.87 0 600 600 12 8 8 1 10 8.406 5 4 4 4.0 0 0 0 0 10 0 0 0 $66.07 0 600 600 14 8 8 1 10 8.458 6 4 4 4.0 0 0 0 0 10 0 0 0 $75.49 0 600 600 16 8 8 1 10 8.510 7 4 6 6.0 0 0 0 0 10 0 0 0 $92.63 0 600 600 18 8 8 1 10 8.563 8 4 6 6.0 0 0 0 0 10 0 0 0 $104.55 0 600 600 20 8 8 1 10 8.615 9 4 6 6.0 0 0 0 0 10 0 0 0 $118.50 0 600 600 24 8 8 1 10 8.723 10 5 6 6.0 0 0 0 0 10 0 0 0 $145.43 costs do not include: support and/or relocation of utilities geotechnical investigation permanent easement rock excavation temporary easement contractors mobilization, bonds, overhead and profit engr and admin costs tree removal and replacement surveying Transmission Main cost estimator_PVC_2007_FINAL.xls, project_costs Page 1 of 1 3/30/2007 3:19 PM trench bottom width (ft) trench top width (ft) pavement width cut (ft) Curb replacement (ea) Walk replacement (ftwidth) sod replacement width (ft) seeding width (ft) traffic control personnel trench support (1=yes) dewatering wells (1=yes) unit cost of pipeline, $/ft
Pipe Installation Data (DR 18 PVC Pipe) Pipe ID (in) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Key Wall (in) - 1 Pipe OD (ft) Pipe Area (sf) Bed under pipe (ft) Bottom Trench Width (ft) Bedding Depth (ft) Bedding Area (sf) Excavation Rate (cy/hr) - 2 B&C of select (cy/hr) - 3 B&C of native (cy/hr) - 4 Pipe Install Rate (ft/hr) - 5 Pipe Costs ($) - 6 4 1 0.6 0.43 0.15 0.11 4 1.5 6.0 75 11 25 43.7 3.77 6 2 3 1.00 0.79 0.25 4 2.3 8.2 75 11 25 43.3 6.63 8 3 3.25 1.21 1.15 0.30 4 2.5 8.9 75 11 25 42.9 11.04 10 4 3.5 1.42 1.58 0.35 4 2.8 9.5 75 11 25 42.4 17.55 12 5 3.75 1.63 2.07 0.41 4 3.0 10.1 75 11 25 42.0 23.41 14 6 4 1.83 2.64 0.46 4 3.3 10.5 75 11 25 41.6 32.57 16 7 4.25 2.04 3.27 0.51 6 3.6 18.0 100 11 75 41.1 42.58 18 8 4.5 2.25 3.98 0.56 6 3.8 18.9 100 11 75 40.7 53.49 20 9 4.75 2.46 4.75 0.61 6 4.1 19.7 100 11 75 40.3 66.52 24 10 5.35 2.89 6.57 0.72 6 4.6 21.1 100 11 75 39.4 91.80 Notes: 1 - PVC Pipe, DR 18 2 - Means 02315.424.0200 3 - Means 02315.110.1100 - Crew A1 4 - Approximated - Crew B10G 5 - Information from Contractor 6 - Quotation from Vendor - HD Waterworks (Unit cost in this column includes mechanical joints and pipe cost; Pipe manufacturer: Diamond Plastics Corp.) Transmission Main cost estimator_PVC_2007_FINAL.xls, pipe_param Page 1 of 1 3/30/2007 2:51 PM
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- Page 403 and 404: Table 13 WATER REUSE SYSTEM COST OF
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- Page 409 and 410: Cost of Service, $/1000 gallon 1.00
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- Page 419 and 420: Cost of Service, $/1000 gallons 8.0
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- 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: Exhibit 1 Transmission Main Cost To
- 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 and 450: Diam (in) Annual Average Day Flow A
- Page 451 and 452: 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 457 and 458: Capital PROJECT Cost Curves for Rec
- Page 459 and 460: Capital PROJECT Cost Curves for Rec
- 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 469 and 470: Diam (in) Annual Average Day Flow (
- Page 471 and 472: Diam (in) Annual Average Day Flow (
- Page 473 and 474: Diam (in) Annual Average Day Flow (
- Page 475 and 476: Pumping Cost, $/1000 gallons 0.095
- Page 477 and 478: Water Reuse System Estimated Cost o
- Page 479 and 480: WATER REUSE SYSTEM COST OF SERVICE
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Pipe Installation Data (DR 18 PVC Pipe)<br />
Pipe ID<br />
(in)<br />
1 2 3 4 5 6 7 8 9 10 11 12 13 14<br />
Key Wall (in) -<br />
1<br />
Pipe OD<br />
(ft)<br />
Pipe Area<br />
(sf)<br />
Bed under<br />
pipe (ft)<br />
Bottom<br />
Trench<br />
Width (ft)<br />
Bedding<br />
Depth (ft)<br />
Bedding<br />
Area (sf)<br />
Excavation<br />
Rate (cy/hr)<br />
- 2<br />
B&C of<br />
select<br />
(cy/hr) - 3<br />
B&C of<br />
native<br />
(cy/hr) - 4<br />
Pipe<br />
Install<br />
Rate (ft/hr)<br />
- 5<br />
Pipe<br />
Costs ($) -<br />
6<br />
4 1 0.6 0.43 0.15 0.11 4 1.5 6.0 75 11 25 43.7 3.77<br />
6 2 3 1.00 0.79 0.25 4 2.3 8.2 75 11 25 43.3 6.63<br />
8 3 3.25 1.21 1.15 0.30 4 2.5 8.9 75 11 25 42.9 11.04<br />
10 4 3.5 1.42 1.58 0.35 4 2.8 9.5 75 11 25 42.4 17.55<br />
12 5 3.75 1.63 2.07 0.41 4 3.0 10.1 75 11 25 42.0 23.41<br />
14 6 4 1.83 2.64 0.46 4 3.3 10.5 75 11 25 41.6 32.57<br />
16 7 4.25 2.04 3.27 0.51 6 3.6 18.0 100 11 75 41.1 42.58<br />
18 8 4.5 2.25 3.98 0.56 6 3.8 18.9 100 11 75 40.7 53.49<br />
20 9 4.75 2.46 4.75 0.61 6 4.1 19.7 100 11 75 40.3 66.52<br />
24 10 5.35 2.89 6.57 0.72 6 4.6 21.1 100 11 75 39.4 91.80<br />
Notes:<br />
1 - PVC Pipe, DR 18<br />
2 - Means 02315.424.0200<br />
3 - Means 02315.110.1100 - Crew A1<br />
4 - Approximated - Crew B10G<br />
5 - In<strong>for</strong>mation from Contractor<br />
6 - Quotation from Vendor - HD <strong>Water</strong>works (Unit cost in this column includes mechanical joints and pipe cost; Pipe manufacturer: Diamond Plastics Corp.)<br />
Transmission Main cost estimator_PVC_2007_FINAL.xls, pipe_param Page 1 of 1 3/30/2007 2:51 PM