Version from Ranei with Changes Accepted

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Permit #:

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NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

WASTE DISCHARGE PERMIT

Oregon Department of Environmental Quality

Region – City Office

Street Address

Telephone: Select Number

Issued pursuant to ORS 468B.050 and The Federal Water Pollution Control Act (The Clean Water Act)

Treatment System Class Level[6]:X

Collection System Class Level:X

EPA REFERENCE #[7]:insert

Issued in response to application #insert received insert date and based on the land use compatibility statement in the permit record[8].

PERMITTED ACTIVITIES[10]

Until this permit[11] expires or is modified or revoked, the permittee is authorized to: 1) operate a wastewater collection, treatment, control and disposal system; and 2) discharge treated wastewater to waters of the state only from the authorized discharge point or points in Schedule A in conformance with the requirements, limits, and conditions set forth in this permit[12][13].

Unless specifically authorized by this permit, by another NPDES permit, or by Oregon statute or administrative rule, any other direct or indirect discharge of pollutants to waters of the state is prohibited.

NPDES permit template 2/1/2014

Expiration:

Permit #:

File #:

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Instructions to permit writers:

These instructions have been replaced in the final version of the template to reflect re-formatting using Styles.

Before a permit is finalized, check the following:

All highlighting and italicized language has been removed

All page numbers and references with question marks have been updated and question marks deleted

All endnotes have been deleted

Table of Contents and List of Tables have been updated.

To delete endnotes:

Look at the lower left hand corner of your screen for the little circle with the “up” and “down” arrows above and below it.

Click on the circle, and a window with a set of icons (called “Browse Objects”) will pop up.

Move your cursor over the icons until you find the icon called “Browse by Endnote”. When you click on it, your cursor will jump to the next endnote in your document.

To delete the endnote, click on the delete key TWICE.

Click on the down arrow to get to the next endnote.

To delete all of endnotes in the document, keep repeating the above two bullets. Deleting all of the endnotes in the document will take a few minutes.

To modify/update the Table of Contents:

To update the Table of Contents when you are finished with the document, 1. Select the Table of Contents and right click, 2. Click on “Update field” and 3. Select “Update entire table”. Page numbers and section titles will update automatically when you do this. Note: sometimes this action results in (many) new entries that are not section headings getting added to the Table of Contents. Select and hit delete.

To add a section to the report, copy an existing heading into the desired location, rename it and then update the Table of Contents as described above. To delete a section, just delete it and then update the Table of Contents as described above.

If the Table of Contents screws up on you and you don’t want to deal with it, please send the resulting mess to Sonja Biorn-Hansen and she will do her best to fix and turn around within two hours. If she fails you, then do what you need to do to keep your sanity.

Table of Contents

SCHEDULE A Waste Discharge Limits

1.Treated Effluent Outfall 001

2.Regulatory Mixing Zone

3.Groundwater Protection

4.Use of Recycled Water

5.Biosolids

6.Septage Requirements

7.Chlorine Usage

SCHEDULE B Minimum Monitoring and Reporting Requirements

1.Monitoring and Reporting Protocols

2.Influent Monitoring and Reporting Requirements

3.Effluent Monitoring and Reporting Requirements

4.Whole Effluent Toxicity (WET) Testing Requirement

5.Recycled Water Monitoring Requirements: Outfall insert outfall no.

6.Biosolids Monitoring Requirements

7.Minimum Reporting Requirements

SCHEDULE B Minimum Monitoring and Reporting Requirements

1.Monitoring and Reporting Protocols

2.Influent Monitoring and Reporting Requirements

3.Compliance Effluent Monitoring and Reporting

4.Pretreatment Monitoring

5.Effluent Toxics Characterization Monitoring

6.Ambient and Additional Effluent Characterization Monitoring

7.Whole Effluent Toxicity (WET) Testing Requirements

8.Recycled Water Monitoring Requirements: Outfall [insert outfall no.]

9.Biosolids Monitoring Requirements

10.Permit Application Monitoring Requirements

11.Minimum Reporting Requirements

SCHEDULE C Compliance Schedule

1.Compliance Schedule to Meet Final Ammonia/Chlorine/other Waste Discharge Limit

2.Responsibility to Meet Compliance Dates

3.Re-opener Clause

SCHEDULE D Special Conditions

1.Inflow Removal

2.Inflow and Infiltration (include this section for all other municipal permits)

3.Mixing Zone Study (include if a MZ study or update is needed)

4.Emergency Response and Public Notification Plan (include this section for all municipal permits)

5.Recycled Water Use Plan

6.Exempt Wastewater Reuse at the Treatment System

7.Biosolids Management Plan

8.Land Application Plan

9.Wastewater Solids Transfers

10.Hauled Waste Control

11.Lagoon Solids

12.Whole Effluent Toxicity Testing for Saltwater

13.Whole Effluent Toxicity Testing for Freshwater

14.Operator Certification

15.Spill Response Plan

16.Industrial User Survey

17.Mercury Minimization Plan

SCHEDULE E Pretreatment Activities

1.Program Administration

2.Legal Authorities

3.Industrial User Survey

4.National Pretreatment Standards

5.Local Limits

6.Control Mechanisms

7.Compliance Monitoring

8.Slug Control Plans

9.Enforcement

10.Public Notice of Significant Noncompliance

11.Data and Information Management

12.Annual Pretreatment Program Report

13.Pretreatment Program Modifications

SCHEDULE F General Conditions

Do not try to change the List of Tables by typing directly into it. It won’t work. To modify, see instructions for Table of Contents.

List of Tables

Table A1: BOD5or CBOD5 and TSS Limits

Table A2: BOD5or CBOD5 and TSS Limits

Table A3: Limits for Additional Parameters

Table A4: Recycled Water Limits

Table A5: Biosolids Limits

Table B6: Effluent Monitoring

Table B7: WET Test Monitoring

Table B8: Recycled Water Monitoring

Table B9: Biosolids Monitoring

Table B10: Biosolids Minimum Monitoring Frequency

Table B11: Effluent Monitoring Required for NPDES Permit Application

Table B12: Reporting Requirements and Due Dates

Table B13: Influent Monitoring

Table B14: Effluent Monitoring

Table B15: Pretreatment Monitoring

Table B16: Metals, Cyanide, Total Phenols, Nitrates, Ammonia and Hardness

Table B17: Volatile Organic Compounds

Table B18: Acid-Extractable Compounds

Table B19: Base-Neutral Compounds

Table B20: Pesticides and PCBs

Table B21: Other Parameters with State Water Quality Criteria

Table B22: WET Test Monitoring

Table B23: Recycled Water Monitoring

Table B24: Biosolids Monitoring

Table B25: Biosolids Minimum Monitoring Frequency

Table B26: Effluent Monitoring Required for NPDES Permit Application

Table B27: Reporting Requirements and Due Dates

NPDES permit template 2/1/2014

Expiration:

Permit #:

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SCHEDULE AWaste Discharge Limits

1.Treated Effluent Outfall 001

1. BOD5,or CBOD5, and TSS
2. Insert summer time period, e.g., May 1 – October 31: If discharge is prohibited, include: During this time period the permittee may not discharge to waters of the state. Or, if discharge is allowed, include: During this time period the permittee must comply with the limits in the following table:

Table A1: BOD5or CBOD5 and TSS Limits

1. Insert winter time period, e.g., November 1 – April 30: During this time period the permittee must comply with the limits in the following table:

Table A2: BOD5or CBOD5 and TSS Limits

1. Additional information for the limits in Tables A1 and A2 above.

1)Include when using technology-based CBOD5 limits:The CBOD5 concentration limits are considered equivalent to the minimum design criteria for BOD5 specified in OAR Chapter 340, Division 41.

2)Average dry weather design flow to the facility equals XX MGD[14]. Mass load limits[15] are based on XX MGD.

3)Mass load limits for older facilities are supposed to be based on the Design Average Wet Weather Flow (AWWF). In the case of some older facilities, they may not be, and the AWWF may not even be known. If this is the case and the permit holder is requesting new AWWF-based mass load limits for wintertime flows, include the following:In accordance with OAR 340-041-0061(9)(d), the mass load limits are interim limits. Within 12 months of permit issuance, the permittee must submit to DEQ the design average wet weather flow and hydraulic secondary treatment capacity. Upon review and approval of the design flow information, DEQ may modify the permit and include final mass load limits as described in OAR 340-041-0061(a).

If summer period concentration limits are higher than the basin’s minimum design criteria, include[16]:In accordance with OAR 340-041-0061(3)(c), compliance with the more stringent minimum design criteria that apply to this basin in the summer period will be deferred until it is necessary to expand or otherwise modify or replace the existing treatment facilities.

1. Additional Parameters. Permittee must comply with the limits in the following table (year round except as noted):

Table A3: Limits for Additional Parameters

1. Include the following with systems where preliminary treatment occurs in septic tanks, such as STEP systems: Due to preliminary treatment that occurs within the septic tanks, the influent BOD5 and TSS concentrations are assumed to be 200 mg/L for calculation of the percent removal efficiency.[19]
2. No single E. coli sample may exceed 406 organisms per 100 mL; however, DEQ will not cite a violation of this limit if the permittee takes at least 5 consecutive re-samples at 4 hour intervals beginning within 28 hours after the original sample was taken and the geometric mean of the 5 re-samples is less than or equal to 126 E. coli organisms/100 mL.[20]
3. When the total residual chlorine limitation is lower than 0.05 mg/L, DEQ will use 0.05 mg/L as the compliance evaluation level; that is, daily maximum concentrations at or below 0.05 mg/L will be considered in compliance with the limit.[21]

If there is a mixing zone, include the following:

2.Regulatory Mixing Zone

Pursuant to OAR 340-041-0053, the permittee is granted a regulatory mixing zone as described below:

Insert mixing zone description. Note: if current description contains the phrase “shall be defined as”, replace with “is”.

Include the following in all permits unless there are groundwater concentration limits:

3.Groundwater Protection

The permittee may not conduct any activities that could cause an adverse impact on existing or potential beneficial uses of groundwater. All wastewater and process related residuals must be managed and disposed of in a manner that will prevent a violation of the Groundwater Quality Protection Rules (OAR Chapter 340, Division 40).

Include the following in all permits that cover recycled water:

4.Use of Recycled Water

The permittee is authorized to distribute recycled water if it is:

1. Treated and used according to the criteria listed in Table A4[22].
2. Managed in accordance with its DEQ-approved Recycled Water Use Plan[23] unless exempt as provided in Schedule D, condition 4.b?.
3. Used in a manner and applied at a rate that does not have the potential to adversely impact groundwater quality[24].
4. Applied at a rate and in accordance with site management practices that ensure continued agricultural, horticultural, or silvicultural production and does not reduce the productivity of the site[25].
5. Irrigated using sound irrigation practices to prevent:
6. Offsite surface runoff or subsurface drainage through drainage tile;
7. Creation of odors, fly and mosquito breeding, or other nuisance conditions; and
8. Overloading of land with nutrients, organics, or other pollutants[26].

Delete rows in Table A4 pertaining to higher classes of treated water than the permittee can achieve. Failure to do so may make determining compliance on DMRs difficult. If the permittee wants the permit to include lower classes of treatment, this is allowable provided the corresponding use(s) of the recycled water are described in the recycled water use plan.

Table A4: Recycled Water Limits

• 2 NTUs within a 24-hour period.
• 5 NTUs more than five percent of the time within a 24-hour period.10 NTUs at any time.

• A median of 2.2 organisms per 100 mL based on daily sampling over the last 7 days that analyses have been completed.[30]
• 23 organisms per 100 mL in any single samples.

• Class B, Class C, Class D, and nondisinfected uses.
• Irrigation for any agricultural or horticultural use.
• Landscape irrigation of parks, playgrounds, school yards, residential landscapes, or other landscapes accessible to the public.
• Commercial car washing or fountains when the water is not intended for human consumption.
• Water supply source for non restricted recreational impoundments.
• Artificial groundwater recharge by surface infiltration methods or by subsurface injection in accordance with OAR Chapter 340, Division 44. This clause should not be included unless the application has specifically requested artificial groundwater recharge as a beneficial use. Artificial groundwater recharge requires a groundwater monitoring plan, working with WRD, and it may require a UIC permit. It is described in the Recycled Water IMD at

• A median of 2.2 organisms per 100 mL, based on the last 7 days that analyses have been completed[32].
• 23 total coliform organisms per 100 mL in any single sample.

• Class C, Class D, and nondisinfected uses.
• Stand-alone fire suppression systems in commercial and residential building, non-residential toilet or urinal flushing, or floor drain trap priming.
• Water supply source for restricted recreational impoundments.

• A median of 23 total coliform organisms per 100 mL, based on results of the last 7 days that analyses have been completed[34].
• 240 total coliform organisms per 100 mL in any two consecutive samples.

• Class D and nondisinfected uses.
• Irrigation of processed food crops; irrigation of orchards or vineyards if an irrigation method is used to apply recycled water directly to the soil.
• Landscape irrigation of golf courses, cemeteries, highway medians, or industrial or business campuses.
• Industrial, commercial, or construction uses limited to: industrial cooling, rock crushing, aggregate washing, mixing concrete, dust control, nonstructural fire fighting using aircraft, street sweeping, or sanitary sewer flushing.

• A 30-day geometric mean of 126 organisms per 100 mL.
• 406 organisms per 100 mL in any single sample.

• Nondisinfected uses.
• Irrigation of firewood, ornamental nursery stock, Christmas trees, sod, or pasture for animals.

Include the following in all permits where biosolids are or may be land applied biosolids during the term of the permit, including planned lagoon cleanouts. Include appropriate conditions in Schedules B D.