NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[37 Pa.B. 5616]
[Saturday, October 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
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name (Watershed #) EPA Waived Y/N ? PA0062936
(Industrial Waste)Lehighton Water Authority
Box 29
Municipal Building
Lehighton, PA 18235Franklin Township
Carbon CountyLong Run
2BY PA0062103
(Sewage)Spring Brook Township Sewer Authority
P. O. Box 1100
Moscow, PA 18444Roaring Brook Township
Lackawanna CountyGreen Run
5AY Draft permit includes Chesapeake Bay Strategy nutrient monitoring (Phase V system).
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name (Watershed #) EPA Waived Y/N ? PA0062944 Robert B. Barker and
Charles L. Rice
Single-Family Residence
618 Quaker Plain Road
Bangor, PA 18013Upper Mt. Bethel Township
Northampton CountyUNT to Martins Creek
1FY PA0062243 Borough of Nesquehoning
114 West Catawissa Street
Nesquehoning, PA 18240-1511Nesquehoning Borough
Carbon CountyNesquehoning Creek
2BY PA0062154
(Sewage)Mountain View School District
R. R. 1
Box 339A
Kingsley, PA 18826-9778Harford Township
Susquehanna CountyMillard Creek
04FY Draft permit contains Chesapeake Bay Nutrient Monitoring Requirements
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name (Watershed #) EPA Waived Y/N ? PA0010251
(IW)United States Army Carlisle Barracks
330 Engineer Avenue
Carlisle, PA 17013-5020Cumberland County
North Middleton TownshipLeTort Spring Run
7-BY PA0046680
(IW)Republic Services of PA, LLC
Modern Landfill
4400 Mt. Pisgah Road
York, PA 17406York County
Windsor and Lower Windsor TownshipsKreutz Creek
7-IY PAS803501
(Stormwater)Susquehanna Area Regional Airport Authority
Harrisburg International Airport
One Terminal Drive
Suite 300
Middletown, PA 17057Dauphin County
Lower Swatara Township
Susquehanna River Y PA0260878
(GWCU)Pennsylvania State University
Mont Alto Campus
101P Office of Physical Plant
University Park, PA 16802-1118Franklin County
Mont Alto BoroughDrainage swale to the West Branch Antietam Creek
13-CY PA0082279
(SEW)Spring Creek Joint Sewer Authority
P. O. Box 373
Three Springs, PA 17264Huntingdon County
Clay TownshipThree Springs Creek
12-CY PA0088765
(SEW)Nelson and Margaret Wenger
Millbrook Manor Mobile
Home Park
100 East Queen Street
Stevens, PA 17578Lancaster County
West Cocalico Township
UNT Indian River
7-JY PA0083674
(SEW)Rainworth, Inc.
''Former'' Lincoln Log Restaurant
1979 Biglerville Road
Gettysburg, PA 17325Adams County
Straban TownshipUNT White Run
13-DY
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name (Watershed #) EPA Waived Y/N ? PA0027677
IWUnited States Department of the Interior
U.S.G.S. Northern Appalachian Research Laboratory
176 Straight Run Road
Wellsboro, PA 16901Shippen Township
Tioga CountyMarsh Creek
9AY
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Nonwaived Permit Applications
Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401.
PA0058548, Sewage, SIC 4952, The Keelersville Club, 2522 Ridge Road, Perkasie, PA 18944. This existing facility is located in East Rockhill Township, Bucks County.
Description of Proposed Activity: Renewal of NPDES permit to discharge treated effluent from the Keelersville Club STP.
The receiving stream, a UNT to Three Mile Run, is in the State Water Plan Watershed 2D and is classified for: TSF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for North Penn and North Wales Water Authority Forest Park System is located on the Delaware River and is approximately 12.8 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.001 mgd.
Mass (lbs/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum (mg/l) CBOD5 10 20 Total Suspended Solids 10 20 Ammonia as N (5-1 to 10-31) 1.5 3.0 (11-1 to 4-30) 3.0 6.0 Fecal Coliform (Col/100 ml) 50 1,000 Dissolved Oxygen 6.0, I-minimum pH (Standard Units) 6.0, I-minimum 9.0 (Nitrite + Nitrate) as N 10.0 20.0 Total Phosphorus as P:
(Issuance through Year 1)1.0 2.0 (Year 2 through expiration) 0.5 1.0 In addition to the effluent limits, the permit contains the following major special conditions:
1. Notification of Designation of Responsible Operator.
2. Abandon STP when Public Sewers Become Available.
3. Remedial Measures if Public Nuisance.
4. No Stormwater to Sewers.
5. Necessary Property Rights.
6. Small Stream Discharge.
7. Proper Sludge Disposal.
8. Twice per Month Sampling.
9. Change of Ownership.
10. Instantaneous Maximum Limits.
11. Operator Training.
12. Fecal Coliform Reporting.
13. Operations and Maintenance Plan.
14. Laboratory Certification.The EPA waiver is not in effect.
PA0244074, Sewage, Little Washington Wastewater Company, 762 West Lancaster Avenue, Bryn Mawr, PA 19010-3489. This facility is located in Worcester Township, Montgomery County.
Description of Proposed Activity: Amendment of an NPDES permit to discharge treated sewage from a facility known as Stony Creek Farms WWTF. The facility is located near Township Line and North Wales Roads. This amendment is for an increase of the permitted flow from 42,863-gpd to 45,000-gpd.
The receiving stream, Stony Creek, is in the State Water Plan Watershed 3F and is classified for: TSF, MF. The nearest downstream public water supply intake for City of Norristown is located on Schuylkill River at Norristown, PA.
The proposed effluent limits for Outfall 001 are based on a design flow of 45,000 gpd.
Average Average Maximum Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum mg/l CBOD5 10 20 Total Suspended Solids 10 20 Ammonia Nitrogen (5-1 to 10-31) 1.5 3.0 (11-1 to 4-30) 3.0 6.0 Nitrite + Nitrate an N Monitor and Report Monitor and Report Phosphorus, Total 0.5 1.0 Fecal Coliform 50/100 ml as a Geometric Mean pH Between 6.0 and 9.0 Standard Units at all times Dissolved Oxygen Minimum of 6 mg/l at all times Temperature (° F) Monitor and Report In addition to the effluent limits, the permit contains the following major special conditions:
1. Notification of Responsible Operator.
2. Average Weekly Definition.
3. Remedial Measures.
4. No Stormwater.
5. Necessary Property Rights.
6. Small Stream Discharge.
7. Sewage Sludge Disposal.
8. Submit Data for TMDL/WLA Analysis.
9. I-Max Limits.
10. No Discharge Report.
11. 2/Month Monitoring.
12. UV Disinfection.
13. Laboratory Certification.PA0026298, Sewage, SIC 4952, Whitemarsh Township, 616 Germantown Pike, Lafayette Hill, PA 19444-1821. This existing facility is located in Whitemarsh Township, Montgomery County.
Description of Proposed Activity: Renewal of NPDES permit to discharge treated sewage effluent from the Whitemarsh STP.
The receiving stream, the Schuylkill River, is in the State Water Plan Watershed 3F and is classified for: WWF, MF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for the Philadelphia Water Department is located on the Schuylkill River and is approximately 6.6 miles below the point of discharge.
The proposed effluent limits for Outfall 002 are based on a design flow of 2.0 mgd.
Average Average Maximum Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 Ammonia as N 20 40 Fecal Coliform (Col/100 ml) 200 (Geometric Mean) 1,000 Dissolved Oxygen 5.0 Instantaneous Minimum pH (Standard Units) 6.0 Instantaneous Minimum 9.0 Total Residual Chlorine 0.5 1.3 In addition to the effluent limits, the permit contains the following major special conditions:
1. Notification of Designation of Responsible Operator.
2. Definition of Average Weekly.
3. Remedial Measures if Public Nuisance.
4. No Stormwater to Sewers.
5. Necessary Property Rights.
6. Change of Ownership.
7. Chlorine Minimization.
8. Proper Sludge Disposal.
9. TMDL/WLA Analysis.
10. WETT at Renewal.
11. Instantaneous Maximum Limits.
12. Fecal Coliform Reporting.
13. Operator Training.
14. Laboratory Certification.
15. Operations and Maintenance Plan.
16. Condition for Schuylkill River PCB TMDL.NPDES Permit No. PA0042021, Sewage, SIC 4952, Milford-Trumbauersville Area Sewer Authority Wastewater Treatment Plant, 1825 Rosenberger Road, P. O. Box 126, Spinnerstown, PA 18968. This proposed facility is located in Milford Township, Bucks County.
Description of Activity: Renewal of sewage treatment plant's NPDES permit to discharge effluent to Unami Creek.
The receiving water, Unami Creek, is in the State Water Plan Watershed 3E--Perkiomen and is classified for: HQ-TSF. The nearest downstream public water supply intake is located on the Schuylkill River and is approximately 18 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on an approved annual average flow of 0.8 mgd.
Average Average Maximum Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Daily (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 20 30 40 Ammonia as N (5-1 to 10-31) 2.3 3.5 4.6 (11-1 to 4-30) 6.9 10.4 13.8 Phosphorus as P 1.0 1.5 2.0 Copper, Total
(Issuance through end of year 2)Monitor and Report Monitor and Report (Year 3 through expiration) 0.012 0.019 Total Residual Chlorine 0.04 0.13 Fecal Coliform 200 #/100 ml (as
Geometric Mean)1,000 #/100 ml Dissolved Oxygen 6.0 (Minimum) pH (Standard Units) 6.0 (Minimum) 9.0 (Maximum) In addition to the effluent limits, the permit contains the following major special conditions:
1. Small Stream Discharge.
2. Proper Sludge Disposal.
3. Certified Operator.
4. No Stormwater into Sanitary Sewers.
5. Operations and Maintenance Plan.
6. No Chlorine Impact to Receiving Stream.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.Application No. PA 0260975, Sewage, Richmond Township (Virginville WWTP), 11 Kehl Drive, Fleetwood, PA 19522. This facility is located in Richmond Township, Berks County.
Description of activity: The application is for issuance of an NPDES permit for a new discharge of treated sewage.
The receiving stream, Sacony Creek, is in Watershed 3-B, and classified for TSF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Reading Area Water Authority is located on the Maiden Creek, approximately 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 0.023 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 20 40 Total Phosphorus Monitor and Report Total Residual Chlorine 0.5 1.67 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
TMDL Requirements
Concentration (mg/l) Mass (lbs) Monthly Average Monthly Annual Total Nitrogen Report Report 1,716 Total Phosphorus Report Report 57.23 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 0021776, Sewage, Fairfield Municipal Authority, 180 Water Street Extended, P. O. Box 705, Fairfield, PA 17320. This facility is located in Hamiltonban Township, Adams County.
Description of activity: The application is for renewal/expansion of an NPDES permit for existing discharge of treated sewage.
The receiving stream, Spring Run Creek, is in Watershed 13-D, and classified for CWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Frederick, Maryland is located on the Monocacy River, approximately 37 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.175 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 0.2 0.7 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 001 for a design flow of 0.300 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) 25 40 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 1.8 3.6 (11-1 to 4-30) 5.4 10.8 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
Chesapeake Bay Requirements Concentration (mg/l) Mass (lbs) Monthly Average Monthly Annual Ammonia-N Report Report Report Kjeldahl-N Report Report XXX Nitrate-Nitrite as N Report Report XXX Total Nitrogen Report Report Report Total Phosphorus Report Report Report Net Total Nitrogen XXX Report 7,306 Net Total Phosphorus XXX Report 974 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 in effect.
Application No. PA 0260975, Sewage, Richmond Township (Virginville WWTP), 11 Kehl Drive, Fleetwood, PA 19522. This facility is located in Richmond Township, Berks County.
Description of activity: The application is for issuance of an NPDES permit for a new discharge of treated sewage.
The receiving stream, Sacony Creek, is in Watershed 3-B, and classified for TSF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Reading Area Water Authority is located on the Maiden Creek, approximately 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 0.023 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 20 40 Total Phosphorus Monitor and Report Total Residual Chlorine 0.5 1.67 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
TMDL Requirements
Concentration (mg/l) Mass (lbs) Monthly Average Monthly Annual Total Nitrogen Report Report 1,716 Total Phosphorus Report Report 57.23 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 0086134, Sewage, Jeffrey Lapp, 906 Huffs Church Road, Alburtis, PA 18011. This facility is located in District Township, Berks County.
Description of activity: The application is for renewal of an NPDES permit for existing discharge of treated sewage.
The receiving stream, West Branch Perkiomen Creek, is in Watershed 3-E, and classified for CWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for PSC Water Company is located on the Perkiomen Creek, approximately 21 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.0008 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 NH3-N 20 40 Total Residual Chlorine 0.5 1.6 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 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 0260797, Sewage, Clappertown Christian Missionary and Alliance Church, R. D. 2, Box 119, Williamsburg, PA 16693. This facility is located in Huston Township, Blair County.
Description of activity: The application is for issuance of an NPDES permit for a new discharge of treated sewage.
The receiving stream, UNT Piney Creek, is in Watershed 11-A, and classified for HQ-CWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Newport Borough Water Authority is located on the Juniata River, approximately 119 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.0005 mgd are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 10 20 Total Suspended Solids 20 40 NH3-N (5-1 to 10-31) 5 10 (11-1 to 4-30) 15 30 Total Residual Chlorine Report Report 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 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 in effect.
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.NPDES Permit No. PA0025933, Sewerage (4952), South Creek Township, P. O. Box 60, Gillett, PA 16925-0060.
The proposed action is for the issuance of an NPDES permit authorizing the discharge of treated sewage from the proposed South Creek Township WWTP to the South Creek in South Creek Township, Bradford County. This receiving stream is classified for CWF, aquatic life, water supply and recreation.
Facility Standard Industrial Classification (SIC): #4952 (Sewerage Systems)
For the purpose of evaluating effluent requirements for Total Dissolved Solids, NO2-NO3 (Nitrate-Nitrite), fluoride, phenolics, sulfates and chlorides, the existing downstream potable water supply considered during the evaluation is the New York border approximately 6 river miles downstream from the discharge.
The proposed effluent limits for Outfall (numbered) 001, based on a design flow of 0.075 mgd are:
Concentration (mg/l) Monthly Weekly Daily Instantaneous Parameter Average Average Maximum Maximum CBOD5 25 40 50 Total Suspended Solids 30 45 60 NH3-N 12 24 Total Chlorine Residual 0.5 1.6 Fecal Coliforms (5-1 to 9-30)
(10-1 to 4-30)200 col/100 ml as a Geometric Mean
2,000 col/100 ml as a Geometric MeanpH Within the range of 6.0 to 9.0 Dissolved Oxygen Minimum of 4 mg/l The Chesapeake Bay Tributary Strategy Nutrient Requirements:
Concentration (mg/l) Mass (lbs) Parameter Monthly Average Monthly Load Annual Load Ammonia-N Report Report Report** Kjeldahl-N Report Report Nitrate-Nitrate as N Report Report Total Nitrogen Report Report Report Total Phosphorus Report Report Report Net Total Nitrogen Report 6,075* Net Total Phosphorus Report 230* * This permit contains conditions which authorize the permittee to apply nutrient reduction credits to meet the Net Total Nitrogen and the Net Total Phosphorus effluent mass limits, under the Department of Environmental Protection's (Department) Trading of Nutrients and Sediment Reduction Credits Policy and Guidelines (Document #392-0900-001, December 30, 2006). The condition includes the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.
* The compliance date for Net Total Nitrogen and Net Total Phosphorus will begin immediately. Since these reporting requirements are annual loads, the reporting on the compliance with the annual limitations will be required to be reported on the Supplemental DMR--Annual Nutrient Summary.
** Total Annual Ammonia Load required to be reported on Supplemental DMR.
In addition to the effluent limits and best management practices, the permit contains the following major permit conditions:
1. Submittal of Discharge Monitoring Reports (DMRs).
2. Proper disposal of sludge and wastes.The EPA waiver is in effect.
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