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Table A-4. Agricultural Reuse – Non-Food Crops 375 Reclaimed Water Quality and Reclaimed Water State Treatment Requirements Monitoring Requirements Treatment Facility Reliability Storage Requirements Loading Rates Groundwater Monitoring Setback Distances (1) Other • Iron, 300 ug/l • Manganese, infiltration method slow rate land treatment 50 ug/l • THM limits • Treatment technology standards for • Annual hydraulic loading rate shall not be more than 3 certain organic substances • Additional percent of the permeability of the solum effluent criteria when determined on a case-by-case basis determined by either the cylinder infiltration method or air entry permeameter test method Missouri • Treatment • Minimum of 45 • Application • Minimum of • 150 feet to • From May 1 to equivalent to that obtained from primary days in south with no discharge rates shall in no case exceed one well between site and public existing dwellings or public use October 30, grazing of animals or wastewater pond cell • Minimum of 90 days in north with no discharge • Based on the design wastewater flows and net rainfall minus evaporation expected for a one in 1--year return frequency for the storage period selected - 0.5 in/hour - 1.0 in/day - 3.0 in/week • Maximum annual application rate not to exceed a range from 4 to10 percent of the design sustained permeability rate for the number of days per year when soils are not frozen • Nitrogen supply well areas, excluding roads or highways • 50 feet to property lines • 300 feet to potable water supply wells not on property, sinkholes, and losing streams or other structure or physiographic feature that may provide harvesting of forage shall be deferred for 14 days after irrigation • From November 1 to April 30, grazing of animals or harvesting of forage shall be deferred for 30 days after irrigation • Grazing of dairy animals generally not (1) Distances are from edge of wetted perimeter unless otherwise noted.
Table A-4. Agricultural Reuse – Non-Food Crops 376 Reclaimed Water Quality and Reclaimed Water State Treatment Requirements Monitoring Requirements Treatment Facility Reliability Storage Requirements Loading Rates Groundwater Monitoring Setback Distances (1) Other loading not to direct recommended exceed the connection unless there amount of between the has been a nitrogen that groundwater much longer can be used by table and the deferment the vegetation surface period to be grown Montana Fodder, fiber, and • Effluent to be • Nitrogen and • Determined on • 100 feet to any seed crops: • Oxidized wastewater monitored on a regular basis to show the hydraulic loadings determined a case-by-case basis • Consideration water supply well • Distance to • Disinfection generally not required Pasture for milking animals: • Oxidized and disinfected • Fecal coliform - 23/100 ml (7-day median) biochemical and bacteriological quality of the applied wastewater • Monitoring frequency to be determined on a case-bycase basis based on methods in EPA Manual 625/1-81-013 • Hydraulic loading must be based on the wettest year in ten is given to groundwater characteristics, past practices, depth to groundwater, cropping practices, etc. Nebraska • Biological • Site specific • Hydraulic • Site specific treatment loading rate should not exceed 4 in/wk • Nitrogen loading not to years surface water determined on a case-by-case basis based on quality of effluent and the level of disinfection Additional requirements for fodder, fiber, and seed crops: • Fencing must be provided • 200 feet between fencing and irrigated area • 200 feet to any dwelling, including residential property (1) Distances are from edge of wetted perimeter unless otherwise noted.
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EPA/625/R-04/108 September 2004 Gui
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Foreword In an effort to help meet
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Chapter Page 2.3.3.2 Site Use Contr
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Chapter Page 3.6.3.3 Land Applicati
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Chapter Page 6.4 Incremental Versus
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Chapter Page 8.5.20.1Drarga, Morocc
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Table Page 3-6 Typical Pathogen Sur
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Table Page 8-10 Major Reuse Project
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Figure Page 2-19 Available Reclaime
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Acknowledgements The Guidelines for
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William Everest Orange County Water
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*Dr. Christopher Scott, P.E. Intern
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Robert Whitley Whitley, Burchett an
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CHAPTER 1 Introduction The world’
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water treatment and disposal. Under
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1.7 References Department of the In
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Florida, has been in operation sinc
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• Prevention of improper operatio
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industrial uses must also be added
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following indirect impacts associat
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2. Identification of metal alloys i
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Table 2-3. North Richmond Water Rec
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2.2.3.4 Petroleum and Coal Processe
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tration and excess application is r
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or very low calcium content in the
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e attributable to different types o
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environmental enhancements (wetland
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The Yelm, Washington, project in Co
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Figure 2-6. Three Engineered Method
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the development of anaerobic condit
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Figure 2-7. Schematic of Soil-Aquif
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zone injection wells as compared to
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metabolism. One would expect simila
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A guiding principle in the developm
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source control and protection progr
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not dissimilar from those that coul
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Table 2-12. San Diego Potable Reuse
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Figure 2-9. Water Resources at RCID
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Figure 2-11. Estimated Potable Wate
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The obvious question that must be a
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Figure 2-15. North Phoenix Reclaime
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effective through a test program fu
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It is important to note that, in al
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achieve compliance with a streamflo
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gallons of stored water (143,850 m
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feet per year (130 mgd or 492,100 m
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euse site, and (2) produce a reliab
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As outlined in the Water Conservati
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Calabrese, E.J., C.E. Gilbert, and
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Johns, F.L., R. J. Neal, and R. P.
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Southwest Florida Water Management
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3.1.1 Preliminary Investigations Th
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should be known including the prese
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Figure 3-3. Fresh Water Source, Use
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which consists primarily of landsca
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Figure 3-7. Potable and Reclaimed W
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quirements for water reuse applicat
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of tourists, and seasons of high fl
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must either directly or indirectly
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uct is commonly referenced as the
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isms that may be found in raw and s
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Table 3-7 Pathogens in Untreated an
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Table 3-10 Some Suggested Alternati
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3.4.1.7 Chemical Constituents The c
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The health effects resulting from o
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consistent results, indicating that
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The chlorine dosage required to dis
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trite nitrogen and nitrate nitrogen
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Table 3-13a. Microfiltration Remova
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• All water pollution control fac
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discharge the wastewater to approve
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lection of how control valves respo
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tuations, which can affect system r
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salts from the root zone or to inte
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Figure 3-14. Example of a Multiple
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der some circumstances, using a rec
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Though inspection and review regula
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Figure 3-18. TDS Increase Due to Ev
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hanced, wetlands application may be
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der this provision, reclaimed water
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Figure 3-21. Irrigation Lateral Sep
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Ahel M., W. Giger W., and M. Koch.
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Federal Water Quality Administratio
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Klingel, K., C. Hohenadl, A. Canu,
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ter Treatment Plant Effluent. Unive
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124503. Environmental Monitoring an
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148
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Figure 4-1. California Water Reuse
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Table 4-1. Summary of State Reuse R
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average) except when reclaimed wate
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water quality requirements vary fro
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Table 4-7. Unrestricted Recreationa
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Table 4-10. Industrial Reuse (1) Ar
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and Washington) have regulations or
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is delivered to the reuse system on
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• Agricultural Reuse - Food Crops
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Table 4-13. Suggested Guidelines fo
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Footnotes 1. These guidelines are b
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genic microorganisms during the dis
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174
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5.1.1 Appropriative Rights System T
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5.2 Section 5.2 “Water Supply and
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egulations that establish criteria
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sons ranging from health effects to
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nonpotable systems, or the installa
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thorization of entities with whom t
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if reclaimed water is available whi
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cost of its operation • MRWPCA wi
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Pinellas County Utilities - STANDAR
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Owner’s Full Name and Service Add
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eclaimed water of sufficient qualit
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fourth element addresses the coordi
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6.2 • Economic - delay in or avoi
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tion of ordinances or regulations t
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One example of such a capital contr
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allowed the City to postpone expans
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General and administrative costs sh
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Table 6-2. User Fees for Existing U
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urse its water and wastewater reven
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Table 6-4. Estimated Capital and Ma
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new service; (2) the fees charged c
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Table 6-9. Percent Costs Recovered
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Washington State Department of Ecol
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A public participation program can
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Table 7-1. Positive and Negative Re
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Figure 7-3. Survey Results for Diff
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sults, monitor the effectiveness of
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grams, the user is concerned with t
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Table 7-3. Trade Reactions and Expe
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to remind homeowners about dry seas
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developed to enhance and improve th
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• Protect public health and the e
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the survey respondents claimed to k
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Table 8-1. Sources of Water in Seve
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of water scarcity, meaning that in
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wastewater treatment to produce usa
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Water Supply and Sanitation Coverag
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Table 8-3. Summary of Water Quality
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The government of Tasmania, Austral
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Table 8-5. Life-Cycle Cost of Typic
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ment, at which stage, around 9,000
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There was another attempt to reuse
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tor for water reuse at a national l
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8.5.9 France France’s water resou
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treatment. Enteric diseases, anemia
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The 2 largest reuse projects are th
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Table 8-11. Uses of Reclaimed Water
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Table 8-13. Reclaimed Water Standar
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Another key element of the Drarga p
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high reliability of wastewater, the
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d (30 mgd) of reclaimed water for n
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authorities. These authorities are
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Over 40 irrigation projects have be
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terms and general conditions of rec
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8.5.35 Zimbabwe In Zimbabwe, water
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Scott, C. A., J. A. Zarazua, G. Lev
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Table A-1. Unrestricted Urban Reuse
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Table A-2. Restricted Urban Reuse 3
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Page 353 and 354: Table A-2. Restricted Urban Reuse 3
Page 357 and 358: Table A-2. Restricted Urban Reuse S
Page 365 and 366: Table A-3. Agricultural Reuse - Foo
Page 389 and 390: Table A-4. Agricultural Reuse - Non
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Page 419 and 420: 390 Table A-5. Unrestricted Recreat
Page 421 and 422: Table A-5. Unrestricted Recreationa
Page 423 and 424: Table A-5. Unrestricted Recreationa
Page 425 and 426: Table A-6. Restricted Recreational
Page 431 and 432: Table A-7. Environmental - Wetlands
Page 433 and 434: Table A-7. Environmental - Wetlands
Page 435 and 436: Table A-8. Industrial Reuse 406 Sta
Page 447 and 448: Table A-9. Groundwater Recharge 418
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Table A-9. Groundwater Recharge 426
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Table A-9. Groundwater Recharge Sta
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Table A-10. Indirect Potable Reuse
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Appendix B. State Website Internet
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Appendix B. State Website Internet
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Acronyms AID U.S. Agency for Intern
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446
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Appendix D: Inventory of Water Reus
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Appendix D: Inventory of Water Reus
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