NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[37 Pa.B. 320]
[Saturday, January 20, 2007]
THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT
APPLICATIONS FOR NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS AND WATER QUALITY MANAGEMENT (WQM) PERMITS This notice provides information about persons who have applied for a new, amended or renewed NPDES or WQM permit, a permit waiver for certain stormwater discharges or submitted a Notice of Intent (NOI) for coverage under a general permit. The applications concern, but are not limited to, discharges related to industrial, animal or sewage waste, discharges to groundwater, discharges associated with municipal separate storm sewer systems (MS4), stormwater associated with construction activities or concentrated animal feeding operations (CAFOs). This notice is provided in accordance with 25 Pa. Code Chapters 91 and 92 and 40 CFR Part 122, implementing The Clean Streams Law (35 P. S. §§ 691.1--691.1001) and the Federal Clean Water Act.
Location Permit Authority Application Type or Category Section I NPDES Renewals Section II NPDES New or amendment Section III WQM Industrial, sewage or animal waste; discharge into groundwater Section IV NPDES MS4 individual permit Section V NPDES MS4 permit waiver Section VI NPDES Individual permit stormwater construction Section VII NPDES NOI for coverage under NPDES general permits For NPDES renewal applications in Section I, the Department of Environmental Protection (Department) has made a tentative determination to reissue these permits for 5 years subject to effluent limitations and monitoring and reporting requirements in their current permits, with appropriate and necessary updated requirements to reflect new and changed regulations and other requirements.
For applications for new NPDES permits and renewal applications with major changes in Section II, as well as applications for MS4 individual permits and individual stormwater construction permits in Sections IV and VI, the Department, based upon preliminary reviews, has made a tentative determination of proposed effluent limitations and other terms and conditions for the permit applications. These determinations are published as proposed actions for comments prior to taking final actions.
Unless indicated otherwise, the EPA Region III Administrator has waived the right to review or object to proposed NPDES permit actions under the waiver provision in 40 CFR 123.24(d).
Persons wishing to comment on an NPDES application are invited to submit a statement to the regional office noted before an application within 30 days from the date of this public notice. Persons wishing to comment on a WQM permit application are invited to submit a statement to the regional office noted before the application within 15 days from the date of this public notice. Comments received within the respective comment periods will be considered in the final determinations regarding the applications. Comments should include the name, address and telephone number of the writer and a concise statement to inform the Department of the exact basis of a comment and the relevant facts upon which it is based.
The Department will also accept requests for a public hearing on applications. A public hearing may be held if the responsible office considers the public response significant. If a hearing is scheduled, a notice of the hearing will be published in the Pennsylvania Bulletin and a newspaper of general circulation within the relevant geographical area. The Department will postpone its final determination until after a public hearing is held.
Persons with a disability who require an auxiliary aid, service, including TDD users, or other accommodations to seek additional information should contact the Department through the Pennsylvania AT&T Relay Service at (800) 654-5984.
I. NPDES Renewal Applications
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Nonwaived Permit Application
Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401.
PA0244228, Industrial Waste, Rahns Construction Material Company, SIC Nos. 3273 and 3272. Facility Mailing address: 430 Bridge Road, Rahns, Perkiomen Township, PA 19426-4195.
Description of activity: This application is for an NPDES permit to discharge industrial stormwater/wastewater from production processes.
The receiving river, Perkiomen Creek, is in the State Water Plan Watershed 3E-Perkiomen and is classified for TSF, migratory fishes, aquatic life, water supply and recreation. The nearest downstream potable water supply is Aqua PA and is approximately 4 miles below the point of discharge.
The proposed effluent limits for Outfalls 001 and 002 are based on stormwater runoff.
Mass (lb/day) Concentration (mg/l) Instantaneous Average Maximum Average Maximum Maximum Parameters Monthly Daily Annual Daily (mg/l) Total Suspended Solids Monitor and Report
Monitor and Report
(Issuance through Year 1) (Year 2 through expiration) 50 100 pH Monitor and Report
Monitor and Report
(Issuance through Year 1) (Year 2 through Expiration) 6.0 9.0 Oil and Grease Monitor and Report
Monitor and Report
Iron, Total Monitor and Report
Monitor and Report
In addition to the effluent limits, the permit contains the following major special conditions:
1. Solids disposal according to applicable regulations.
2. Monitor Outfalls twice per year.
PA0012467, Industrial Waste, SIC 4613, Laurel Pipeline Company, LP, P. O. Box 368, 5002 Buckeye Road, Emmaus, PA 18049. This proposed facility is located in Bethel Township, Delaware County.
Description of proposed activity: Renewal of an NPDES permit to discharge stormwater, treated groundwater and hydrostatic test water from Booth Station IWTP.
The receiving stream, an UNT to Green Creek, is in the State Water Plan Watershed 3G and is classified for TSF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for Aqua PA main system is located on Chester Creek and is 5.1 miles below the point of discharge.
The proposed effluent limits for monitoring point 101 are based on a design flow of 70,000 gpd.
Concentration (mg/l) Instantaneous Average Maximum Maximum Parameters Monthly Daily (mg/l) Benzene 0.005 0.01 0.013 Total BETX 0.1 0.2 0.25 Ethylbenzene Monitor and Report
Monitor and Report
Toluene Monitor and Report
Monitor and Report
Xylene, Total Monitor and Report
Monitor and Report
Iron, Dissolved (Issuance through Year 1) Monitor and Report
(Year 2 through Expiration) 7.0 pH 6.0 to 9.0 standard units at all times The proposed effluent limits for Outfall 001 are as follows:
Concentration (mg/l) Instantaneous Average Average Maximum Parameters Monthly Daily (mg/l) Gasoline Range Organics Monitor and Report
Diesel Range Organics Monitor and Report
Oil and Grease 15 30 Phosphorus, Total Monitor and Report In addition to the effluent limits, the permit contains the following major special conditions:
1. Remedial Measures if Unsatisfactory Effluent.
2. Change of Ownership.
3. Product Contaminated Stormwater Runoff.
4. No Stripper Tower Cleaning Water Discharge.
5. Visual Inspection.
6. I-Max Limitation.
7. Hydrostatic Test Water Discharge Requirements.
8. Groundwater Monitoring.
NPDES Permit No. PA0056413, Sewage, SIC 4952, Lower Salford Township Authority Mainland Sewage Treatment Plant, 57 Main Street, Mainland, PA 19451 in Lower Salford Township, Montgomery County, PA.
Description of activity: Renewal of sewage treatment plant's NPDES permit to discharge effluent to Skippack Creek.
The receiving water, Skippack Creek, is in the State Water Plan Watershed 3E-Perkiomen and is classified for TSF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for Aqua-PA is located on Perkiomen Creek and is approximately 12 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on an approved annual average flow of 0.90 mgd.
Average Average Maximum Instantaneous Monthly Weekly Daily Maximum Parameters (mg/l) (mg/l) (mg/l) (mg/l) CBOD5 (5-1 to 10-31) 10.0 15.0 20.0 (11-1 to 4-30) 20.0 30.0 40.0 Total Suspended Solids 20.0 30.0 40.0 Ammonia as N (5-1 to 10-31) 1.4 2.8 (11-1 to 4-30) 4.2 8.4 Phosphorus as P (Issuance through 6-30-09) 2.0 4.0 (4-1 to 10-31) 0.32 0.64 (Effective 7-1-09 through expiration) Monitor and Report
(11-1 to 03-31) (Effective 7-1-09 through expiration) 0.64 1.28 Fecal Coliform* 200 col/100 ml
1,000 col/100 ml
Dissolved Oxygen 5.0 (Min.)
Lead, Total Monitor and Report
Copper, Total (Issuance through 6-30-09) Monitor and Report
(7-1-09 through expiration) 0.014 0.022 pH (Standard Units) 6.0 (minimum)
9.0 (maximum) *Ultra-Violet Disinfection. In addition to the effluent limits, the permit contains the following major special conditions:
1. Conduct In-Stream Monitoring for Copper, Lead and Hardness.
2. Proper Sludge Disposal.
NPDES Permit No. PA0057061, Sewage, SIC 4952. Upper Frederick Township Ivy Ridge Sewage Treatment Plant. Upper Frederick Township, P. O. Box 597, Frederick, PA, Montgomery County, PA 19435.
Description of activity: Renewal of sewage treatment plant's NPDES permit to discharge effluent to an UNT to Sciotto Creek.
The receiving water, an UNT to Sciotto Creek, is in the State Water Plan Watershed 3E-Perkiomen and is classified for TSF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for Aqua-PA is located on Perkiomen Creek and is approximately 13 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on an approved annual average flow of 0.0215 mgd.
Average Average Maximum Instantaneous Monthly Weekly Daily Maximum Parameters (mg/l) (mg/l) (mg/l) (mg/l) CBOD5 (5-1 to 10-31) 20 30 40 (11-1 to 4-30) 25 40 50 Total Suspended Solids 20 30 40 Ammonia as N (5-1 to 10-31) 3.0 6.0 (11-1 to 4-30) 4.0 8.0 Phosphorus (as P) Total Residual Chlorine 1.5 3.0 Fecal Coliform 0.2 Fecal Coliform 200 #/100 ml (Geometric Mean)
1,000 col/100 ml Dissolved Oxygen 5.0 (Min.) pH (Standard Units) 6.0 (Min.) 9.0 (Max.) In addition to the effluent limits, the permit contains the following major special conditions:
1. Ensure chlorine dosages do not cause adverse stream impact.
2. Proper sludge disposal.
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.PA-0031127, Sewage, Borough of Northampton, 1401 Laubach Avenue, Northampton, PA 18067-0070. This proposed facility is located in Northampton Borough, Northampton County.
The receiving stream, Hokendaqua Creek, is in the State Water Plan Watershed 2C and is classified for CWF. The nearest downstream public water supply intake for Keystone Water Co. is located on Delaware River is more than 50 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 1.5 mgd.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 14.5 Dissolved Oxygen A minimum of 5.0 mg/l at all times. Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 2,000/100 ml as a geometric mean
pH 6.0 to 9.0 standard units at all times. In addition to the effluent limits, the permit contains the following major special conditions:
1. WETT Stormwater for 002 and 003
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.Application No. PA 0020885, Sewage, Borough of Mechanicsburg, 36 West Allen Street, Mechanicsburg, PA 17055-6257. This facility is located in Silver Spring Township, Cumberland County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, Conodoguinet Creek, is in Watershed 7-B and is classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Steelton Municipal Waterworks is located on the Susquehanna River, approximately 19.3 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 2.08 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 9.0 18 (11-1 to 4-30) 16 32 Total Residual Chlorine 0.5 1.6 Total Phosphorus 2.0 4.0 Total Phosphorus 5,065 lbs per year annual
Total Nitrogen 37,990 lbs per year annual
TKN Monitor
NO2 + NO3-N Monitor
Dissolved Oxygen Minimum of 5.0 at all times
pH From 6.0 to 9.0 inclusive
Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average
(10-1 to 4-30) 2,000/100 ml as a geometric average
In addition to the effluent limits, the permit contains the following major special conditions:
Schedule for compliance with Chesapeake Bay Tributary Strategy.
Stormwater conditions.
Persons may make an appointment to review the Department of Environmental Protection's files on this case by calling the file review coordinator at (717) 705-4732.
The EPA waiver is not in effect.
Application No. PA 0026077, Sewage, Borough of Carlisle, 53 West South Street, Carlisle, PA 17013. This facility is located in Middlesex Township, Cumberland County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, Conodoguinet Creek, is in Watershed 7-B, and is classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Pennsylvania American Water Company is located on the Susquehanna River, approximately 12.8 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 4.625 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 70 Total Suspended Solids 30 45 85 NH3-N (5-1 to 10-31) 3.6 10 (11-1 to 4-30) 10.8 30 Total Residual Chlorine 0.5 1.6 Total Phosphorus 1.0 2.8 Total Phosphorus 17,047 lbs per year annual
Total Nitrogen 127,852 lbs per year annual
TKN Monitor
NO2 + NO3-N Monitor
Dissolved Oxygen Minimum of 5.0 at all times
pH From 6.0 to 9.0 inclusive
Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average
(10-1 to 4-30) 2,000/100 ml as a geometric average In addition to the effluent limits, the permit contains the following major special conditions:
1. Schedule for compliance with Chesapeake Bay Tributary Strategy.
2. Stormwater conditions.
3. Implement pretreatment program.
Persons may make an appointment to review the Department of Environmental Protection's files on this case by calling the file review coordinator at (717) 705-4732.
The EPA waiver is not in effect.
Application No. PA 0038415, Sewage, East Pennsboro Township, 98 South Enola Drive, Enola, PA 17025. This facility is located in East Pennsboro Township, Cumberland County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, Conodoguinet Creek, is in Watershed 7-B and is classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Steelton Municipal Waterworks is located on the Susquehanna River, approximately 3.85 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 3.7 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 4.5 9.0 (11-1 to 4-30) 12 24 Total Residual Chlorine 0.5 1.6 Total Phosphorus 2.0 4.0 Total Phosphorus 9,011 lbs per year annual
Total Nitrogen 67,579 lbs per year annual
TKN Monitor
NO2 + NO3-N Monitor Dissolved Oxygen Minimum of 5.0 at all times
pH From 6.0 to 9.0 inclusive
Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average
(10-1 to 4-30) 2,000/100 ml as a geometric average In addition to the effluent limits, the permit contains the following major special conditions:
1. Schedule for compliance with Chesapeake Bay Tributary Strategy.
2. Stormwater conditions.
Persons may make an appointment to review the Department of Environmental Protection's files on this case by calling the File Review Coordinator at (717) 705-4732.
The EPA waiver is not in effect.
Application No. PA 0030643, Sewage, Borough of Shippensburg, 111 North Fayette Street, Shippensburg, PA 17257-0129. This facility is located in Southampton Township, Franklin County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, Middle Spring Creek, is in Watershed 7-B and is classified for CWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Borough of Carlisle is located on the Conodoguinet Creek, approximately 39 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 3.3 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 2.5 5.0 (11-1 to 4-30) 7.5 15 Total Residual Chlorine 0.26 0.87 Total Phosphorus 0.50 1.0 Free Cyanide 0.0082 0.0164 Daily Maximum
0.0205 Total Aluminum 0.782 1.564 Daily Maximum
1.95 Total Phosphorus 8,036 lbs per year annual
Total Nitrogen 60,273 lbs per year annual
TKN Monitor
NO2 + NO3-N Monitor Dissolved Oxygen Minimum of 5.0 at all times pH From 6.0 to 9.0 inclusive
Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 2,000/100 ml as a geometric average In addition to the effluent limits, the permit contains the following major special conditions:
1. Schedule for compliance with Chesapeake Bay Tributary Strategy.
2. Stormwater conditions.
3. Implement a pretreatment program.
Part C requirements for toxics are briefly listed as:
1. Water quality based effluent goals for Total Aluminum.
2. Requirements to submit the first phase of a toxics reduction evaluation within 2 years of permit issuance.
3. Conditions for future permit modifications.
4. Procedures for granting time extensions to achieve final water quality based effluent limitations.
5. Procedures for demonstrating alternative site-specific bioassay based effluent limitations.
6. Procedures for demonstrating alternative method detection limits.
Persons may make an appointment to review the Department of Environmental Protection's files on this case by calling the file review coordinator at (717) 705-4732.
The EPA waiver is not in effect.
Application No. PA 0026875, Sewage, Borough of Hanover, 44 Frederick Street, Hanover, PA 17331. This facility is located in Conewago Township, Adams County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, South Branch of Conewago Creek, is in Watershed 7-F and is classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for New Oxford Municipal Authority is located on the South Branch Conewago Creek, approximately 5 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 4.5 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 15 22 40 (11-1 to 4-30) 20 30 54 Total Suspended Solids 30 45 81 NH3-N (5-1 to 10-31) 1.5 4.0 (11-1 to 4-30) 3.0 8.1 Total Residual Chlorine 0.17 0.57 Total Phosphorus 2.0 5.4 Total Phosphorus 10,959 lbs per year annual
Total Nitrogen 82,191 lbs per year annual
TKN Monitor
NO2 + NO3-N Monitor
Dissolved Oxygen Minimum of 5.0 at all times
pH From 6.0 to 9.0 inclusive
Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average
(10-1 to 4-30) 2,000/100 ml as a geometric average In addition to the effluent limits, the permit contains the following major special conditions:
1. Schedule for compliance with Chesapeake Bay Tributary Strategy.
Persons may make an appointment to review the Department of Environmental Protection's files on this case by calling the file review coordinator at (717) 705-4732.
The EPA waiver is not in effect.
Application No. PA 0020826, Sewage, Dover Township, 2480 West Canal Road, Dover, PA 17315. This facility is located in Conewago Township, York County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, Little Conewago Creek, is in Watershed 7-F and is classified for TSF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Wrightsville Water Company is located on the Susquehanna River, approximately 27 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 8.0 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 10 15 20 (11-1 to 4-30) 20 30 40 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 1.5 3.0 (11-1 to 4-30) 4.5 9.0 Total Phosphorus 2.0 4.0 Total Phosphorus 19,482 lbs per year annual
Total Nitrogen 146,117 lbs per year annual
TKN Monitor
NO2 + NO3-N Monitor
Dissolved Oxygen Minimum of 5.0 at all times
pH From 6.0 to 9.0 inclusive
Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average
(10-1 to 4-30) 2,000/100 ml as a geometric average In addition to the effluent limits, the permit contains the following major special conditions:
1. Schedule for compliance with Chesapeake Bay Tributary Strategy.
Persons may make an appointment to review the Department of Environmental Protection's files on this case by calling the file review coordinator at (717) 705-4732.
The EPA waiver is not in effect.
Application No. PA 0026808, Sewage, Springettsbury Township, 3501 North Sherman Street, York, PA 17402. This facility is located in Springettsbury Township, York County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, Codorus Creek, is in Watershed 7-H and is classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Wrightsville Water Company is located on the Susquehanna River, approximately 12.35 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 15 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 2.0 4.0 (11-1 to 4-30) 3.0 6.0 Total Residual Chlorine 0.33 1.07 Total Phosphorus 2.0 4.0 Total Phosphorus 36,529 lbs per year annual
Total Nitrogen 273,969 lbs per year annual
TKN Monitor
NO2 + NO3-N Monitor
Dissolved Oxygen Minimum of 5.0 at all times
pH From 6.0 to 9.0 inclusive
Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average
(10-1 to 4-30) 2,000/100 ml as a geometric average In addition to the effluent limits, the permit contains the following major special conditions:
1. Schedule for compliance with Chesapeake Bay Tributary Strategy.
Persons may make an appointment to review the Department of Environmental Protection's files on this case by calling the file review coordinator at (717) 705-4732.
The EPA waiver is not in effect.
Application No. PA 0026263, Sewage, York City Sewer Authority, 17 East Market Street, York, PA 17401. This facility is located in Manchester Township, York County.
Description of activity: The application is for issuance of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, Codorus Creek, is in Watershed 7-H and is classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Wrightsville Water Company is located on the Susquehanna River, approximately 17 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 15 22 30 (11-1 to 4-30) 20 30 40 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 1.7 3.4 (11-1 to 4-30) 2.1 4.2 Total Residual Chlorine Monitor and Report
Total Phosphorus 2.0 4.0 Total Phosphorus Monitor and Report lbs per year annual
Total Nitrogen Monitor and Report lbs per year annual
TKN Monitor
NO2 + NO3-N Monitor
Dissolved Oxygen Minimum of 5.0 at all times
pH From 6.0 to 9.0 inclusive
Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 2,000/100 ml as a geometric average
The proposed effluent limits for Outfall 002 for a design flow of 26 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 15 22 30 (11-1 to 4-30) 20 30 40 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 1.7 3.4 (11-1 to 4-30) 2.1 4.2 Total Residual Chlorine Monitor and Report
Total Phosphorus 2.0 4.0 63,317 lbs per year annual
Total Nitrogen 474,880 lbs per year annual TKN Monitor
NO2 + NO3-N Monitor
Dissolved Oxygen Minimum of 5.0 at all times
pH From 6.0 to 9.0 inclusive
Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average
(10-1 to 4-30) 2,000/100 ml as a geometric average
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