No. 28054 (Amendment): R317-1. Definitions and General Requirements

DAR File No.: 28054
Filed: 06/29/2005, 05:32
Received by: NL

 

RULE ANALYSIS

Purpose of the rule or reason for the change:

The proposed changes update portions of the rule that address effluent reuse. These changes are proposed to bring the rule up to current industry standards, provide clarifying language and to make technical adjustments needed after about a decade of experience with the rule. Many changes are in response to input received from the regulated community, and/or from benchmarking surveys conducted by staff. The proposed changes have been reviewed and recommended by the Reuse Subcommittee of the Water Environment Association of Utah.

 

Summary of the rule or change:

The proposed changes relate to the portions of the rule addressing effluent reuse. Sections R317-1-3 and R317-1-4 have been amended. Proposed changes include adjusting technical requirements appropriate with current industry standards, removing old deadlines, and several "case by case" references. Some application, testing, and management requirements for water reuse projects were also modified.

 

State statutory or constitutional authorization for this rule:

Title 19, Chapter 5

 

Anticipated cost or savings to:

the state budget:

No costs or savings are anticipated as the proposed changes are technical in nature and will not require additional state resources.

 

local governments:

A slight, one time increase in engineering costs may occur from slightly increased administrative requirements in the application process for a water reuse project. These costs are likely to be offset by savings realized from reduced effluent quality testing requirements.

 

other persons:

The proposed amendments address effluent reuse by wastewater treatment plants. No impacts to other persons are anticipated.

 

Compliance costs for affected persons:

A slight, one time increase in engineering costs may occur from slightly increased administrative requirements in the application process for a water reuse project. These costs are likely to be offset by savings realized from reduced effluent quality testing requirements.

 

Comments by the department head on the fiscal impact the rule may have on businesses:

No additional impact on businesses is expected. Cost impacts are limited to governmental entities. Dianne R. Nielson, Executive Director

 

The full text of this rule may be inspected, during regular business hours, at the Division of Administrative Rules, or at:

Environmental Quality
Water Quality
CANNON HEALTH BLDG
288 N 1460 W
SALT LAKE CITY UT 84116-3231

 

Direct questions regarding this rule to:

John Kennington at the above address, by phone at 801-538-6713, by FAX at 801-538-6016, or by Internet E-mail at [e-mail]

 

Interested persons may present their views on this rule by submitting written comments to the address above no later than 5:00 p.m. on:

08/15/2005

 

This rule may become effective on:

09/01/2005

 

Authorized by:

Dianne R. Nielson, Executive Director

 

 

RULE TEXT

R317. Environmental Quality, Water Quality.

R317-1. Definitions and General Requirements.

R317-1-3. Requirements for Waste Discharges.

3.1 [Deadline For ]Compliance With Water Quality Standards.

All persons discharging wastes into any of the waters of the State [on the effective date of these regulations ]shall provide the degree of wastewater treatment determined necessary to insure compliance with the requirements of R317-2 (Water Quality Standards)[ as soon as practicable but not later than June 30, 1983], except that the Board may[, on a case-by-case basis, allow an extension to the deadline for] waive compliance with these requirements for specific criteria listed in R317-2 where it is determined that the designated use is not being impaired or significant use improvement would not occur or where there is a reasonable question as to the validity of a specific criterion or for other valid reasons as determined by the Board.

3.2 [Deadline For ]Compliance With Secondary Treatment Requirements.

All persons discharging wastes from point sources into any of the waters of the State shall provide treatment processes which will produce secondary effluent meeting or exceeding the following effluent quality standards.

A. The arithmetic mean of BOD values determined on effluent samples collected during any 30-day period shall not exceed 25 mg/l, nor shall the arithmetic mean exceed 35 mg/l during any 7-day period. In addition, if the treatment plant influent is of domestic or municipal sewage origin, the BOD values of effluent samples shall not be greater than 15% of the BOD values of influent samples collected in the same time period. As an alternative, if agreed to by the person discharging wastes, the following effluent quality standard may be established as a requirement of the discharge permit and must be met: The arithmetic mean of CBOD values determined on effluent samples collected during any 30-day period shall not exceed 20 mg/l nor shall the arithmetic mean exceed 30 mg/l during any 7-day period. In addition, if the treatment plant influent is of domestic or municipal sewage origin, the CBOD values of effluent samples shall not be greater than 15% of the CBOD values of influent samples collected in the same time period.

B. The arithmetic mean of SS values determined on effluent samples collected during any 30-day period shall not exceed 25 mg/l, nor shall the arithmetic mean exceed 35 mg/l during any 7-day period. In addition, if the treatment plant influent is of domestic or municipal sewage origin, the SS values of effluent samples shall not be greater than 15% of the SS values of influent samples collected in the same time period.

C. The geometric mean of total coliform and fecal coliform bacteria in effluent samples collected during any 30-day period shall not exceed either 2000 per 100 ml or 200 per 100 ml respectively, nor shall the geometric mean exceed 2500 per 100 ml or 250 per 100 ml respectively, during any 7-day period; or, the geometric mean of E. coli bacteria in effluent samples collected during any 30-day period shall not exceed 126 per 100 ml nor shall the geometric mean exceed 158 per 100 ml respectively during any 7-day period. Exceptions to this requirement may be allowed by the Board [on a case-by-case basis ]where domestic wastewater is not a part of the effluent and where water quality standards are not violated.

D. The effluent values for pH shall be maintained within the limits of 6.5 and 9.0.

E. Exceptions to the 85% removal requirements may be allowed [on a case-by-case basis] where infiltration makes such removal requirements infeasible and where water quality standards are not violated.

F. The Board may allow exceptions to the requirements of (A), (B) and (D) above [on a case-by-case basis ]where the discharge will be of short duration and where there will be of no significant detrimental affect on receiving water quality or downstream beneficial uses.

G. The Board may allow [on a case-by-case basis ]that the BOD5 and TSS effluent concentrations for discharging domestic wastewater lagoons shall not exceed 45 mg/l for a monthly average nor 65 mg/l for a weekly average provided the following criteria are met:

1. The lagoon system is operating within the organic and hydraulic design capacity established by R317-3,

2. The lagoon system is being properly operated and maintained,

3. The treatment system is meeting all other permit limits,

4. There are no significant or categorical industrial users (IU) defined by 40 CFR Part 403, unless it is demonstrated to the satisfaction of the Executive Secretary to the Utah Water Quality Board that the IU is not contributing constituents in concentrations or quantities likely to significantly effect the treatment works,

5. A Waste Load Allocation (WLA) indicates that the increased permit limits would not impair beneficial uses of the receiving stream.

3.3 Extensions To Deadlines For Compliance.

The Board may, upon application of a waste discharger, allow extensions [on a case-by-case basis] to the compliance deadlines in Section 1.3.2 above where it can be shown that despite good faith effort, construction cannot be completed within the time required.

3.4 Pollutants In Diverted Water Returned To Stream.

A user of surface water diverted from waters of the State will not be required to remove any pollutants which such user has not added before returning the diverted flow to the original watercourse, provided there is no increase in concentration of pollutants in the diverted water. Should the pollutant constituent concentration of the intake surface waters to a facility exceed the effluent limitations for such facility under a federal National Pollutant Discharge Elimination System permit or a permit issued pursuant to State authority, then the effluent limitations shall become equal to the constituent concentrations in the intake surface waters of such facility. This section does not apply to irrigation return flow.

 

R317-1-4. Utilization and Isolation of Domestic Wastewater Treatment Works Effluent.

4.1 Untreated Domestic Wastewater. Untreated domestic wastewater or effluent not meeting secondary treatment standards as defined by these regulations shall be isolated from all public contact until suitably treated. Land disposal or land treatment of such wastewater or effluent may be accomplished by use of an approved total containment lagoon as defined in R317-3 or by such other treatment approved by the Board as being feasible and equally protective of human health and the environment.

4.2 Submittal of Reuse Project Plan. If a person intends to reuse or provide for the reuse of treated domestic wastewater directly for any purpose, except on the treatment plant site as described in R317-1-4.6, a Reuse Project Plan must be submitted to and approved by the Division of Water Quality. A copy of the plan must also be submitted to the local health department. Any needed construction of wastewater treatment and delivery systems would also be covered by a construction permit as required in section R317-1-2.2 of this rule. The plan must contain the following information. At least items A[ and], B, C, E and F should be provided before construction begins. All items must be provided before any water deliveries are made.

A. A description of the source, quantity, quality, and use of the treated wastewater to be delivered, the location of the reuse site, an assessment of the direct hydrologic effects of the action, and how the requirements of this rule would be met. A nutrient management and agronomic uptake analysis may be required to document the proposed management of all nutrients.

B. A description of public notification and participation in the development of the Reuse Project Plan may be required.

[B]C. Evidence that the State Engineer has agreed that the proposed reuse project planned water use is consistent with the water rights for the sources of water comprising the flows to the treatment plant which will be used in the reuse project.

[C]D. An operation and management plan to include:

1. A copy of the contract with the user, if other than the treatment entity.

2. A labeling and separation plan for the prevention of cross connections between [reclaimed]reuse water distribution lines and potable water lines. Guidance for distribution systems is available from the Division of Water Quality.

3. Schedules for routine maintenance.

4. A contingency plan for system failure or upsets.

[D]E. If the water will be delivered to another entity for distribution and use, a copy of the contract covering how the requirements of this rule will be met.

F. Requirements for ground water discharge permits, underground injection control (U.I.C.) permits, surface water discharge permits, total maximum daily load (TMDL) or nutrient loading considerations, if required, shall be determined in accordance with R317-1, R317-2, R317-6, R317-7, R317-8.

4.3 Use of Treated Domestic Wastewater Effluent Where Human Exposure is Likely (Type I)

A. Uses Allowed

1. Residential irrigation, including landscape irrigation at individual houses.

2. Urban uses, which includes non-residential landscape irrigation, golf course irrigation, toilet flushing, fire protection, and other uses with similar potential for human exposure. Internal building uses of reuse water will not be allowed in individual, wholly-owned residences; and are only permitted in situations where maintenance access to the building's utilities is strictly controlled and limited only to the services of a professional plumbing entity. Projects involving effluent reuse within a building must be approved by the local building code official.

3. Irrigation of food crops where the applied [reclaimed]reuse water is likely to have direct contact with the edible part. Type I water is required for all spray irrigation of food crops.

4. Irrigation of pasture for milking animals.

5. Impoundments of wastewater where direct human contact is likely to occur.

6. All Type II uses listed in 4.4.A below.

B. Required Treatment Processes

1.a. [Secondary t]Treatment processes[, which may include activated sludge, trickling filters, rotating biological contactors, oxidation ditches, and stabilization ponds. The secondary treatment process] that[should] are expected to produce effluent in which both the BOD and total suspended solids concentrations do not exceed [25 mg/l as a monthly mean]secondary quality effluent limits as defined in R317-1-3.2.

[2.]b. Filtration, which includes passing the wastewater through filter media such as sand and/or anthracite or approved membrane processes.

[3.]c. Disinfection to destroy, inactivate, or remove pathogenic microorganisms by chemical, physical, or biological means. Disinfection may be accomplished by chlorination, ozonation, or other chemical disinfectants, UV radiation, [membrane processes, ]or other approved processes.

2. Other approved treatment processes in which any of the unit process functions of secondary treatment, filtration and disinfection may be combined, but still achieve the same secondary quality effluent limits as required above.

C. Water Quality Limits. The quality of effluent before use must meet the following standards. Testing methods and procedures shall be performed according to [Standards Methods for Examination of Water and Wastewater, eighteenth edition, 1992]test procedures approved under R317-2-10, or as otherwise approved by the Executive Secretary.

1. The monthly arithmetic mean of BOD shall not exceed 10 mg/l as determined by [daily] composite sampling conducted once per week. Composite samples shall be comprised of at least six flow proportionate samples taken over a 24-hour period.

2. The daily arithmetic mean turbidity shall not exceed 2 NTU, and turbidity shall not exceed 5 NTU at any time. Turbidity shall be measured continuously. The turbidity standard shall be met prior to disinfection. If the turbidity standard cannot be met, but it can be demonstrated to the satisfaction of the Executive Secretary that there exists a consistent correlation between turbidity and the total suspended solids, then an alternate turbidity standard may be established. This will allow continuous turbidity monitoring for quality control while maintaining the intent of the turbidity standard, which is to have 5 mg/l total suspended solids or less to assure adequate disinfection.

3. The weekly median E. coli concentration shall be none detected, as determined from daily grab samples, and no sample shall exceed 9 organisms/100 ml.

4. The total residual chlorine shall be measured continuously and shall at no time be less than 1.0 mg/l after 30 minutes contact time at peak flow. If an alternative disinfection process is used, it must be demonstrated to the satisfaction of the Executive Secretary that the alternative process is comparable to that achieved by chlorination with a 1 mg/l residual after 30 minutes contact time. If the effectiveness cannot be related to chlorination, then the effectiveness of the alternative disinfection process must be demonstrated by testing for pathogen destruction as determined by the Executive Secretary. A 1 mg/l total chlorine residual is [required]recommended after disinfection and before the [reclaimed]reuse water goes into the distribution system.

5. The pH as determined by daily grab samples or continuous monitoring shall be between 6 and 9.

D. Other Requirements

1. An alternative disposal option or diversion to storage must be automatically activated if turbidity exceeds the maximum instantaneous limit for more than 5 minutes, or chlorine residual drops below the instantaneous required value for more than 5 minutes, where chlorine disinfection is used.

2. Any irrigation must be at least 50 feet from any potable water well. Impoundments of [reclaimed]reuse water, if not sealed, must be at least 500 feet from any potable water well. The use should not result in a surface runoff and must not result in the creation of an unhealthy or nuisance condition, as determined by the local health department.

[3. Requirements for ground water discharge permits, if required, shall be determined in accordance with R317-6.

4]3. For residential landscape irrigation at individual homes, additional quality control restrictions may be required by the Executive Secretary. Proposals for such uses should also be submitted to the local health authority to determine any conditions they may require. When secondary residential irrigation systems are planned utilizing reuse water in new subdivisions, it is recommended that a notification of the type of irrigation system and possible sources of irrigation waters be made on the deed for the property. Such notification could be made during the plat approval process.

4.4 Use of Treated Domestic Wastewater Effluent Where Human Exposure is Unlikely (Type II)

A. Uses Allowed

1. Irrigation of sod farms, silviculture, limited access highway rights of way, and other areas where human access is restricted or unlikely to occur.

2. Irrigation of food crops where the applied [reclaimed]reuse water is not likely to have direct contact with the edible part, whether the food will be processed or not (spray irrigation not allowed).

3. Irrigation of animal feed crops other than pasture used for milking animals.

4. Impoundments of wastewater where direct human contact is not allowed or is unlikely to occur.

5. Cooling water. Use for cooling towers which produce aerosols in populated areas may have special restrictions imposed.

6. Soil compaction or dust control in construction areas.

B. Required Treatment Processes

1. [Secondary t]Treatment processes[, which may include activated sludge, trickling filters, rotating biological contactors, oxidation ditches, and stabilization ponds. Secondary treatment should] that are expected to produce effluent in which both the BOD and total suspended solids concentrations do not exceed [25 mg/l as a monthly mean]secondary quality effluent limits as defined in R317-1-3.2.

2. Disinfection to destroy, inactivate, or remove pathogenic microorganisms by chemical, physical, or biological means. Disinfection may be accomplished by chlorination, ozonation, or other chemical disinfectants, UV radiation, [membrane processes, ]or other approved processes.

C. Water Quality Limits. The quality of effluent before use must meet the following standards. Testing methods and procedures shall be performed according to [Standards Methods for Examination of Water and Wastewater, eighteenth edition, 1992]test procedures approved under R317-2-10, or as otherwise approved by the Executive Secretary.

1. The monthly arithmetic mean of BOD shall not exceed 25 mg/l as determined by [weekly ]composite sampling conducted once per week. Composite samples shall be comprised of at least six flow proportionate samples taken over a 24-hour period.

2. The monthly arithmetic mean total suspended solids concentration shall not exceed 25 mg/l as determined by daily composite sampling. The weekly mean total suspended solids concentration shall not exceed 35 mg/l. Properly calibrated, continuous monitoring of turbidity may be substituted for the suspended solids testing.

3. The weekly median E. coli concentration shall not exceed 126 organisms/100 ml, as determined from daily grab samples, and no sample shall exceed 500 organisms/100 ml.

4. The pH as determined by daily grab samples or continuous monitoring shall be between 6 and 9.

5. At the discretion of the Executive Secretary, the sampling frequency to determine compliance with water quality limits for effluent from lagoon systems used to irrigate agricultural crops, may be reduced to monthly grab sampling for BOD, and weekly grab sampling for E. coli, TSS and pH. The Water Quality Board may also allow a relaxation of lagoon effluent BOD and suspended solids concentrations, in accordance with R317-1-3.2.

D. Other Requirements

1. An alternative disposal option or diversion to storage must be available in case quality requirements are not met.

2. Any irrigation must be at least 300 feet from any potable water well. Spray irrigation must be at least [300]100 feet from areas intended for public access. This distance may be reduced or increased by the Executive Secretary, based on the type of spray irrigation equipment used and other factors. Impoundments of [reclaimed]reuse water, if not sealed, must be at least 500 feet from any potable water well. The use should not result in a surface runoff and must not result in the creation of an unhealthy or nuisance condition, as determined by the local health department.

[3. Requirements for ground water discharge permits, if required, shall be determined in accordance with R317-6.

4]3. Public access to effluent storage and irrigation or disposal sites shall be restricted by a stock-tight fence or other comparable means which shall be posted and controlled to exclude the public.

4.5 Records. Records of volume and quality of treated wastewater delivered for reuse shall be maintained and submitted monthly in accordance with R317-1-2.7. If monthly operating reports are already being submitted to the Division of Water Quality, the data on water delivered for reuse may be submitted on the same form.

4.6 Use of Secondary Effluent at Plant Site. Secondary effluent may be used at the treatment plant site in the following manner provided there is no cross-connection with a potable water system:

A. Chlorinator injector water for wastewater chlorination facilities, provided all pipes and outlets carrying the effluent are suitably labeled.

B. Water for hosing down wastewater clarifiers, filters and related units, provided all pipes and outlets carrying the effluent are suitably labeled.

C. Irrigation of landscaped areas around the treatment plant from which the public is excluded.

4.7 Other Uses of Effluents. Proposed uses of effluents not identified above, including industrial uses, shall be considered for approval by the Board based on a case-specific analysis of human health and environmental concerns.

4.8 [Reclaimed]Reuse Water Distribution Systems. Where [reclaimed]reuse water is to be provided by pressure pipeline, unless contained in surface pipes wholly on private property and for agricultural purposes, the following requirements will apply. The requirements will apply to all new systems [constructed after May 4, 1998, ]and it is recommended that the accessible portions of existing [reclaimed]reuse water distribution systems be retrofitted to comply with these rules. Requirements for secondary irrigation systems proposed for conversion from use of non-[reclaimed]reuse water to use with [reclaimed]reuse water will be considered on an individual basis considering protection of public health and the environment. Any person or agency that is constructing all or part of the distribution system must obtain a construction permit from the Division of Water Quality prior to beginning construction.

A. Distribution Lines

1. Minimum Separation.

a. Horizontal Separation. [Reclaimed]reuse water main distribution lines parallel to potable (culinary) water lines [shall]should be installed in separate trenches.[at least ten feet horizontally from the potable water lines.] [Reclaimed]Reuse water main distribution lines parallel to sanitary sewer lines shall be installed at least ten feet horizontally from the sanitary sewer line if the sanitary sewer line is located above the [reclaimed]reuse water main and three feet horizontally from the sanitary sewer line if the sanitary sewer line is located below the [reclaimed]reuse water main.

b. Vertical Separation. At crossings of [reclaimed]reuse water main distribution lines with potable water lines and sanitary sewer lines the order of the lines from lowest in elevation to highest should be; sanitary sewer line, [reclaimed]reuse water line, and potable water line. A minimum 18 inches vertical separation between [these utilities]the reuse water line and sewer line shall be provided as measured from outside of pipe to outside of pipe. The crossings shall be arranged so that the [reclaimed]reuse water line joints will be equidistant and as far as possible from the water line joints and the sewer line joints. If the [reclaimed]reuse water line must cross above the potable water line, the vertical separation [shall]should be a minimum 18 inches[ and the reclaimed water line shall be encased in a continuous pipe sleeve to a distance on each side of the crossing equal to the depth of the potable water line from the ground surface]. If the [reclaimed]reuse water line must cross below the sanitary sewer line, the vertical separation shall be a minimum 18 inches and the [reclaimed]reuse water line shall be encased in a continuous pipe sleeve to a distance on each side of the crossing equal to the depth of the [reclaimed]reuse water line from the ground surface.

c. Special Provisions. Where the horizontal and/or vertical separation as required above cannot be maintained, special construction requirements shall be provided in accordance with requirements in R317-3 for protection of potable water lines and reuse water lines. Existing pressure lines carrying [reclaimed]reuse water shall not be required to meet these requirements.

2. Depth of Installation. To provide protection of the installed pipeline, [reclaimed]reuse water lines should be installed with a minimum depth of bury of three feet.

3. [Reclaimed]Reuse Water Pipe Identification.

a. General. All new buried pipe within the public domain, including service lines, valves, and other appurtenances, shall be colored purple, Pantone 522 or equivalent. If fading or discoloration of the purple pipe is experienced during construction, identification tape is recommended. Locating wire along the pipe is also recommended.

b. Identification Tape. If identification tape is installed along with the purple pipe, it shall be prepared with white or black printing on a purple field, color Pantone 512 or equivalent, having the words, "Caution: [Reclaimed]Reuse Water-- Do Not Drink". The overall width of the tape shall be at least three inches. Identification tape shall be installed 12 inches above the transmission pipe longitudinally and shall be centered.

4. Conversion of existing water lines. Existing water lines that are being converted to use with [reclaimed]reuse water shall first be accurately located and comply with leak test standards in accordance with AWWA Standard C-600 and in coordination with regulatory agencies. The pipeline must be physically disconnected from any potable water lines and brought into compliance with current State cross connection rules and requirements (R309-102-5), and must meet minimum separation requirements in section 4.8.A.1 of this rule above. If the existing lines meet approval of the water supplier and the Division, the lines shall be approved for [reclaimed]reuse water distribution. If regulatory compliance of the system (accurate location and verification of no cross connections) cannot be verified with record drawings, televising, or otherwise, the lines shall be uncovered, inspected, and identified prior to use. All accessible portions of the system must be retrofitted to meet the requirements of this rule.

5. Valve Boxes and Other Surface Identification. All valve covers shall be of non-interchangeable shape with potable water covers, and shall have an inscription cast on the top surface stating "Reclaimed Water" or "Reuse Water". Valve boxes shall meet AWWA standards. All above ground facilities shall be consistently color coded (purple, Pantone 512 or equivalent color) and marked to differentiate [reclaimed]reuse water facilities from potable water facilities.

6. Blow-off Assemblies. If either an in-line type or end-of-line type blow-off or drain assembly is installed in the system, the Division of Water Quality shall be consulted on acceptable discharge or runoff locations.

B. Storage. If storage or impoundment of [reclaimed]reuse water is provided, the following requirements apply:

1. Fencing. For Type I effluent, no fencing is required by this rule, but may be required by local laws or ordinances. For Type II effluent, see R317-1-4.4.D.[4]3 above.

2. Identification. All storage facilities shall be identified by signs prepared according to the requirements of Section 4.8.D.6 below. Signs shall be posted on the surrounding fence at minimum 500 foot intervals and at the entrance of each facility. If there is no fence, signs shall be located as a minimum on each side of the facility or at minimum 250 foot intervals or at all accessible points.

C. Pumping Facilities.

1. Marking. All exposed and above ground piping, fittings, pumps, valves, etc., shall be painted purple, Pantone 512 or equivalent color. In addition, all piping shall be identified using an accepted means of labeling reading "Caution: [Reclaimed]Reuse Water - Do Not Drink." In a fenced pump station area, signs shall be posted on the fence on all sides.

2. Sealing Water. Any potable water used as seal water for [reclaimed]reuse water pumps seals shall be protected from backflow with a reduced pressure principle device.

D. Other Requirements.

1. Backflow Protection. In no case shall a connection be made between the potable and [reclaimed]reuse water system. If it is necessary to put potable water into the [reclaimed]reuse distribution system, an approved air gap must be provided to protect the potable water system. A reduced pressure principle device may be used only when approved by the Division of Water Quality, the local health department, and the potable water supplier.

2. Drinking Fountains. Drinking fountains and other public facilities shall be placed out of any spray irrigation area in which [reclaimed]reuse water is used, or shall be otherwise protected from contact with the [reclaimed]reuse water. Exterior drinking fountains and other public facilities shall be shown and called out on the construction plans. If no exterior drinking fountains, picnic tables, food establishments, or other public facilities are present in the design area, then it shall be specifically stated on the plans that none are to exist.

3. Hose Bibs. Hose bibs on [reclaimed]reuse water systems in public areas and at individual residences [shall be prohibited.]are permitted, with the following restrictions:

a. All exposed hose bib piping must be painted purple, Pantone 512 or equivalent color and,

b. Hose bibs shall be fitted with a valve having a non-permanently attachable operating handle. To discourage inappropriate casual use, it is recommended that each hose bib be posted with a warning label or sign, as detailed in R317-1-4.8, and/or placed in a lockable subsurface valve box in accordance with R317-1-4.8.

In public, non-residential areas, replacement of hose bibs with quick couplers is recommended.

4. Equipment and Facilities. To ensure the protection of public health, any equipment or facilities such as tanks, temporary piping or valves, and portable pumps which have been used for conveying [reclaimed]reuse water may not be reused for conveying potable water.

5. Warning Labels. Warning labels shall be installed on designated facilities such as, but not limited to, controller panels and washdown or blow-off hydrants on water trucks, and temporary construction services. The labels shall indicate the system contains [reclaimed]reuse water that is unsafe to drink.

6. Warning signs. Where [reclaimed]reuse water is stored or impounded, or used for irrigation in public areas, warning signs shall be installed and contain, as a minimum, 1/2 inch purple letters (Pantone 512 or equivalent color) on a white or other high contrast background notifying the public that the water is unsafe to drink. Signs may also have a purple background with white or other high contrast lettering. Warning signs and labels shall read, "Warning: [Reclaimed]Reuse Water - Do Not Drink". The signs shall include the international symbol for Do Not Drink.

7. Public Education Program. Where reuse water is used in individual residential landscape or public landscape area irrigation systems, a public education program must be implemented prior to initial operation of the program and, as necessary, during operation of the system.

 

KEY: water pollution, waste disposal, industrial waste, effluent standards

2005

Notice of Continuation October 7, 2002

19-5