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PA Bulletin, Doc. No. 10-1399

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

APPLICATIONS

[40 Pa.B. 4307]
[Saturday, July 31, 2010]

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 Environmental Protection Agency (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 &
Address 		County &
Municipality 		Stream Name (Watershed #) EPA Waived Y/N?
PA0051632 (Industrial Waste) Easton Suburban
Water Authority
3700 Hartley Avenue
Easton, PA 18043 		Northampton County City of Easton Delaware River
01F 		Y
PAS142202 (Stormwater) Packaging Corporation
of America
7451 Centronia Road
Allentown, PA 18106 		Lehigh County Upper Macungie Township Iron Run
2-C 		Y
 Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110. Phone: 717-705-4707.
NPDES No.
(Type) 		Facility Name &
Address 		County &
Municipality 		Stream Name (Watershed #) EPA Waived Y/N?
PA0085405
(SEW) 		Baladerry Inn, LP
40 Hospital Road
Gettysburg, PA 17325 		Adams County Cumberland Township UNT Rock Creek
13-D 		Y
PA0087271
(IW) 		East Petersburg Borough— Koser Road Spring Facility
P. O. Box 176
East Petersburg, PA 17520 		Lancaster County Manheim Township UNT Little
Conestoga Creek
7-J 		Y
PA0083844
(IW) 		East Petersburg Borough— Greystone Road Nitrate Reduction Facility
P. O. Box 176
East Petersburg, PA 17520 		Lancaster County
East Petersburg Borough 		Little Conestoga Creek 7-J Y
 Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
NPDES No.
(Type) 		Facility Name &
Address 		County &
Municipality 		Stream Name (Watershed #) EPA Waived Y/N?
PA0008915 (Industrial Waste) OSRAM SYLVANIA Products, Inc.—Wellsboro Plant
1 Jackson Street
Wellsboro, PA 16901 		Tioga County
Wellsboro Borough 		Charleston Creek
9-A 		Y
 Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
NPDES No.
(Type) 		Facility Name &
Address 		County &
Municipality 		Stream Name (Watershed #) EPA Waived Y/N ?
PA0221783 Crystal Springs MHP
201 Crystal Lane
Slippery Rock, PA 16057-1805 		Butler County
Mercer Township 		Unnamed Tributary
to McDonald Run
20-C 		Y
PA0209929 Dennis Stefanak
69 Romain Road
Pulaski, PA 16143-1215 		Mercer County Shenango Township Unnamed Tributary
to the Shenango River 20-A 		Y
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.

 PA0057690, Industrial Waste, SIC Code 3731, Aker Philadelphia Shipyard, 2100 Kitty Hawk Avenue, Philadelphia, PA 19112-1808. Facility Name: Aker Philadelphia Shipyard. This existing facility is located in Philadelphia City, Philadelphia County.

 Description of Existing Activity: The application is for an amendment of an NPDES permit for an existing discharge of treated Industrial Waste.

 The receiving stream(s), Delaware and Schuylkill Rivers, is located in State Water Plan watershed 3-F and 3-J and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 012 are based on groundwater, stormwater and river return water:

Mass (lb/day) Concentration (mg/l)
AverageDailyInstantaneousAverageDailyInstantaneous
Parameters Monthly Maximum Minimum Monthly Maximum Maximum
Flow (GPM) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXXXXX 9.0
Total Suspended Solids XXX XXX XXX 100 200 250
Oil and Grease XXX XXX XXX 15 XXX 30
Total Copper XXX XXX XXX Report Report XXX
Total Iron XXX XXX XXX Report Report XXX
Total Lead XXX XXX XXX Report Report XXX
Total Zinc XXX XXX XXX Report Report XXX
1,2-Dichloroethane XXX XXX XXX Report Report XXX
Tetrachloroethylene XXX XXX XXX Report Report XXX
Trichloroethylene XXX XXX XXX Report Report XXX
PCBs (Dry Weather) (pg/L) XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 019, 021 and 047 based on stormwater runoffs:

Mass (lb/day) Concentration (mg/l)
AverageDailyAverageDailyInstantaneous
Parameters Monthly Maximum Minimum Monthly Maximum Maximum
pH (S.U.) XXX XXX XXX XXX XXX Report
CBOD5 XXX XXX XXX XXX XXX Report
Chemical Oxygen Demand XXX XXX XXX XXX XXX Report
Total Suspended Solids XXX XXX XXX XXX XXX Report
Oil and Grease XXX XXX XXX XXX XXX Report
Total Kjeldahl Nitrogen XXX XXX XXX XXX XXX Report
Total Phosphorus XXX XXX XXX XXX XXX Report
Dissolved Iron XXX XXX XXX XXX XXX Report
PCBs (Wet Weather) (pg/L) XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 022—024, 026, 027, 029, 030 and 032 based on stormwater runoffs:

Mass (lb/day) Concentration (mg/l)
AverageDailyAverageDailyInstantaneous
Parameters Monthly Maximum Minimum Monthly Maximum Maximum
pH (S.U.) XXX XXX XXX XXX XXX Report
CBOD5 XXX XXX XXX XXX XXX Report
Chemical Oxygen Demand XXX XXX XXX XXX XXX Report
Total Suspended Solids XXX XXX XXX XXX XXX Report
Oil and Grease XXX XXX XXX XXX XXX Report
Total Kjeldahl Nitrogen XXX XXX XXX XXX XXX Report
Total Phosphorus XXX XXX XXX XXX XXX Report
Dissolved Iron XXX XXX XXX XXX XXX Report

 In addition, the permit contains the following major special conditions:

 1. Wet-Berthing Notification.

 2. BAT Effluent Guidelines.

 3. No Chemical Addition.

 4. Change of Ownership.

 5. Sludge Disposal.

 6. TMDL/WLA Analysis.

 7. I-Max.

 8. Laboratory Certification.

 9. DRBC's PCB and PMP.

 10. 85% Removal.

 11. Revoking and Modifications.

 12. Drydock No. 5 Sealant Requirement.

 13.  Flooding and Dewatering.

 14. Stormwater Outfalls.

 You may make an appointment to review the Department of Environmental Protection's files on this case by calling the File Review Coordinator at 484-250-5910.

 The EPA waiver is in effect.

 PA0026867, Sewage, SIC 59, Abington Township, 1176 Old York Road, Abington, PA 19001-3713. This proposed facility is located in Upper Dublin Township, Montgomery County.

 Description of Proposed Activity: Renewal of an NPDES permit to discharge 3.91-MGD of treated sanitary sewage from a facility located at 1000 Fitzwatertown Road, Roslyn, PA 19001-4008.

 The receiving stream, Sandy Run, is in the State Water Plan watershed 3F (Lower Schuylkill) and is classified for: TSF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for the City of Philadelphia-Queen Lane Intake is located on the Schuylkill River.

 The proposed effluent limits for Outfall 001 are based on a design flow of 3.91-MGD:

Mass (lb/day) Concentration (mg/l)
AverageAverageAverageAverageInstantaneous
Parameters Monthly Weekly Monthly Weekly Maximum
CBOD5
 (05-01 to 10-31) 245 367 7.5 11.25 15
 (11-01 to 04-30) 489 734 15 22.5 30
Total Suspended Solids 978 1,467 30 45 60
Ammonia as N
 (05-01 to 10-31) 23 0.72 1.44
 (11-01 to 04-30) 70 2.16 4.32
Phosphorus as P Monitor/Report Monitor/Report
Orthophosphate-P 60 1.85 3.70
Nitrite + Nitrate as N Monitor/Report
Aluminum, Total Monitor/Report
Fecal Coliform 200#/100 ml as a Geometric Mean, nor
greater than 1,000 #/100 ml in more than 10%
of samples
Dissolved Oxygen Minimum of 7.0 at all times
pH Within limits of 6.0 to 9.0 Standard Units

 In addition to the effluent limits, the permit contains the following major special conditions:

 1. Designation of Responsible Operator.

 2. Remedial Measures if Public Nuisance.

 3. No Stormwater to Sewers.

 4. Acquire Necessary Property Rights.

 5. Small Stream Discharge.

 6. Change of Ownership.

 7. UV Disinfection.

 8. Proper Sludge Disposal.

 9. TMDL/WLA Analysis.

 10. WET Tests Required for Renewal.

 11. Instantaneous Maximum Limits.

 12. Requirements Applicable to Stormwater Outfalls.

 13. Operations and Maintenance Plan.

 14. Laboratory Certification.

 15. Copper/Water Effects Ratio.

 The EPA waiver is not in effect.

 PA0043818, Industrial Waste, SIC 5622, Waste Management Disposal Services of Pennsylvania, Inc., 1000 New Ford Mill Road, Morrisville, PA 19067. This proposed facility is located in Falls Township, Bucks County.

 Description of Proposed Activity: Renewal of an NPDES permit to discharge 0.1 MGD of treated wastewater and 0.3 MGD of treated wastewater after construction of the new LTP into the Delaware River.

 The receiving stream, Delaware River Estuary Zone 2, is in the State Water Plan watershed 2E and is classified for: warm water fishery. The nearest downstream public water supply intake for U.S. Steel is located on the Delaware River and is 0.5 mile below the point of discharge.

 The proposed effluent limits for Outfall 001 are based a design flow of 0.1 MGD:

Effluent Limitations
Mass Units (lbs/day) Concentration (mg/L)
AverageMaximumAverageMaximumInstantaneous
Discharge Parameter Monthly
Daily Monthly
Daily Maximum
Flow (MGD) 0.10
BOD5 21.5 43.4 26.0 52.0 65.0
BOD5 % Removal DRBC Requirement 95%
Total Suspended Solids DRBC Requirement 85%
Total Suspended Solids 25.0 50.0 30 60 75
Total Dissolved Solids 15,929 16,680 19,100 20,000 25,000
Ammonia (as N) 29.2 58.4 35.0 70.0 87.5
CBOD20 30.0 60.0
Oil and Grease 12.5 15 30 30
True Color (Pt-Co) 1,500
Fecal Coliform #200/100 ml #1,000/100 ml
Temperature (° F) Monitor/Report
pH (STD Units) Within Limits of 6.0 to 9.0 Standard Units at all times
Total Organic Nitrogen Monitor/
Report 		Monitor/
Report
Nitrate and Nitrite Nitrogen Monitor/
Report 		Monitor/
Report
Total Residual Chlorine 0.500 1.000 1.200
Antimony, Total 0.380 0.760 0.450 0.900 1.130
Arsenic, Total 0.042 0.084 0.050 0.100 0.125
Beryllium 0.0042 0.0084 0.050 0.010 0.0125
Boron (Influent) Monitor/
Report 		Monitor/
Report 		Monitor/
Report 		Monitor/
Report 		Monitor/
Report
Boron (Effluent) Monitor/
Report 		Monitor/
Report 		Monitor/
Report 		Monitor/
Report 		Monitor/
Report
Boron (% Removal) Monitor/
Report 		Monitor/
Report
Chromium, Hex. Monitor/
Report 		Monitor/
Report
Chromium, Total 0.084 0.084 0.100 0.100 0.125
Cadmium, Total 0.0042 0.0084 0.005 0.010 0.0125
Aluminum, Total 0.230 0.460 0.275 0.550 0.680
Cobalt, Total 0.042 0.084 0.050 0.100 0.125
Iron, Total 2.090 4.180 2.500 5.000 6.300
Barium 0.085 0.170 0.100 0.200 0.250
Mercury 0.0016 0.0032 0.0019 0.0038 0.0047
Nickel 0.250 0.500 0.300 0.600 0.750
Silver Monitor/
Report 		Monitor/
Report
Cyanide, Total 0.085 0.170 0.100 0.200 0.250
Vanadium Monitor/
Report 		Monitor/
Report
Phenol 0.050 0.100 0.125
Thallium 0.085 0.170 0.100 0.200 0.250
Copper, Total 0.042 0.084 0.050 0.100 0.125
Lead, Total 0.030 0.060 0.036 0.072 0.90
Manganese 0.850 1.700 1.000 2.000 2.500
Zinc, Total 0.250 0.500 0.300 0.600 0.750
Chloroform 0.010 0.020 0.025
Chloromethane 0.100 0.200 0.250
Methylene Chloride 0.100 0.200 0.250
Toluene 0.050 0.100 0.125
Butyl Benzyl Phthalate 0.010 0.020 0.025
2-Chloronapthalene 0.010 0.020 0.025
Diethyl Phthalate 0.025 0.050 0.063
Lindane 0.010 0.020 0.025
Isophorone 0.050 0.100 0.125
Bromoform Annual
Average
0.540 		6.480
Total Halomethanes Annual
Average
0.027 		0.324
Acetone 0.109 0.218 0.273
2-Butanone 0.210 0.420 0.525
1,2,3-Trichloropropane 0.100 0.200 0.250
Xylene 0.010 0.020 0.025
1-Propanol 0.550 1.100 1.350
2-Propanol 0.540 1.080 1.350
4`-4 DDT 0.00004 0.00008 0.0001
Pentachlorophenol Monitor/
Report 		Monitor/
Report
Total Phenols 0.270 0.540 0.680
Tetrahydrofuran 0.025 0.050 0.063
P-Cresol 0.050 0.100 0.125
2-Hexanone 0.015 0.030 0.037
4-Methyl-2-Pentanone 0.015 0.030 0.037
Dibromomethane 0.010 0.020 0.025
1,1,1-Trichloroethane 0.100 0.200 0.250
1,2-Trans Dichloroethylene 0.030 0.060 0.075
Benzene 0.050 0.100 0.125
1-1 Dichloroethane 0.090 0.180 0.230
Chlorobenzene 0.050 0.100 0.125
DI-N-Butyl Phthalate 0.830 1.660 2.080
1,2 Dichloroethane Monitor/
Report 		Monitor/
Report
Tetrachloroethylene Monitor/
Report 		Monitor/
Report
Trichloroethylene Monitor/
Report 		Monitor/
Report
Toxicity (Toxics Unit Chronic) Monitor/
Report
PCBs Monitor/
Report

 The proposed effluent limitations for the following parameters for Outfall 001 are based on a discharge flow of 0.3 MGD:

Effluent Limitations
Mass Units (lbs/day) Concentration (mg/L)
AverageMaximumAverageMaximumInstantaneous
Discharge Parameter Monthly
Daily Monthly
Daily Maximum
Flow (MGD) 0.30
BOD5 44.2 88.4 18.0 36.0 45.0
BOD5 % Removal DRBC Requirement 95%
Total Suspended Solids 75.0 50.0 30 60 75
TSS (% Removal) 90%
Total Dissolved Solids 15,000 20,000 25,000
Ammonia (as N) 12.26 25.0 4.9 10.0 15.0
CBOD20 30.0 60.0
Oil and Grease 37.5 75.0 15 30 30
True Color (Pt-Co) 100
Fecal Coliform #200/100 ml 1,000/100 ml
Temperature (° F) Monitor/Report
pH (STD Units) Within Limits of 6.0 to 9.0 Standard Units at all times
Total Organic Nitrogen Monitor/
Report 		Monitor/
Report
Total Kjeldahl Nitrogen Monitor/
Report 		Monitor/
Report
Nitrate and Nitrite Nitrogen Monitor/
Report 		Monitor/
Report
Total Phosphorus as P Monitor/
Report 		Monitor/
Report
Total Residual Chlorine 0.5 1.0 1.2
Antimony, Total 1.13 2.26 0.450 0.900 1.130
Arsenic, Total 0.375 0.750 0.150 0.300 0.375
Beryllium 0.0125 0.0250 0.005 0.010 0.0125
Boron (Influent) Monitor/
Report 		Monitor/
Report 		Monitor/
Report 		Monitor/
Report 		Monitor/
Report
Boron (Effluent) Monitor/
Report 		Monitor/
Report 		Monitor/
Report 		Monitor/
Report 		Monitor/
Report
Boron (% Removal) >=10 %
Chromium, Total 0.375 0.750 0.150 0.300 0.375
Cadmium, Total 0.0125 0.0250 0.005 0.010 0.0125
Aluminum, Total 0.688 1.376 0.275 0.550 0.680
Cobalt, Total 0.125 0.250 0.050 0.100 0.125
Iron, Total 6.25 12.50 2.500 5.000 6.300
Barium 0.250 0.500 0.100 0.200 0.250
Mercury 0.001 0.002 0.0004 0.0008 0.0010
Nickel 0.500 1.000 0.200 0.400 0.500
Silver 0.025 0.050 0.010 0.020 0.025
Cyanide, Total 0.125 0.250 0.050 0.100 0.125
Vanadium 0.125 0.250 0.050 0.100 0.125
Phenol 0.0375 0.065 0.015 0.026 0.037
Copper, Total 0.125 0.250 0.050 0.100 0.125
Lead, Total 0.090 0.180 0.036 0.072 0.090
Manganese 2.50 5.00 1.000 2.000 2.500
Zinc, Total 0.275 0.500 0.110 0.200 0.250
Total Halomethanes Annual
Average
0.027 		0.324
Chloroform 0.010 0.020 0.025
Chloromethane 0.100 0.200 0.250
Methylene Chloride 0.100 0.200 0.250
Toluene 0.050 0.100 0.125
Benzene 0.036 0.072 0.090
Butyl Benzyl Phthalate 0.025 0.050 0.010 0.020 0.025
2-Chloronapthalene 0.025 0.050 0.010 0.020 0.025
Diethyl Phthalate 0.0625 0.125 0.025 0.050 0.063
Lindane 0.0250 0.050 0.010 0.020 0.025
Isophorone 0.125 0.250 0.050 0.100 0.125
Acetone 0.273 0.546 0.109 0.218 0.273
2-Butanone 0.525 1.050 0.210 0.420 0.525
1,2,3-Trichloropropane 0.250 0.500 0.100 0.200 0.250
Xylene 0.010 0.020 0.025
1-Propanol 1.376 2.752 0.550 1.100 1.350
2-Propanol 1.350 2.700 0.540 1.080 1.350
4`-4 DDT 0.000008 0.000016 0.000003 0.000006 0.000008
Total Phenols 0.675 1.351 0.270 0.540 0.680
Tetrahydrofuran 0.0625 0.125 0.025 0.050 0.063
P-Cresol 0.035 0.0625 0.014 0.025 0.035
2-Hexanone 0.0375 0.0750 0.015 0.030 0.037
4-Methyl-2-Pentanone 0.0375 0.0750 0.015 0.030 0.037
Dibromomethane 0.0250 0.0500 0.010 0.020 0.025
1,1,1-Trichloroethane 0.250 0.500 0.100 0.200 0.250
1,2-Trans-Dichloroethylene 0.075 0.150 0.030 0.060 0.075
1-1 Dichloroethane 0.225 0.450 0.090 0.180 0.230
Benzoic Acid 0.177 0.300 0.071 0.120 0.150
alpha—terpineol 0.040 0.082 0.016 0.033 0.040
1,2 Dichloroethane Monitor/
Report 		Monitor/
Report
Tetrachloroethylene Monitor/
Report 		Monitor/
Report
Trichloroethylene Monitor/
Report 		Monitor/
Report
Toxicity (Toxics Unit Chronic) Monitor/
Report
PCBs, Total Monitor/
Report
Tritium Monitor/
Report 		Monitor/
Report
Chlorodane Monitor/
Report 		Monitor/
Report
Heptachlor Monitor/
Report 		Monitor/
Report
4-4` DDD 0.000008 0.000016 0.000003 0.000006 0.000008
4-4` DDE 0.000008 0.000016 0.000003 0.000006 0.000008
Benzidine Monitor/
Report 		Monitor/
Report
Chlordane Monitor/
Report 		Monitor/
Report
Dieldrin Monitor/
Report 		Monitor/
Report
Heptachlor Monitor/
Report 		Monitor/
Report
Heptachlor Epoxide Monitor/
Report 		Monitor/
Report
Toxaphere Monitor/
Report 		Monitor/
Report
* Shall not exceed in more than 10% of samples.

 The proposed effluent limitations for the following stormwater outfalls are follows:

Outfall Latitude Longitude Which Receives Stormwater From:
003 40° 09` 08" 74° 46` 12" Capped Landfill Areas
004 40° 08` 55" 74° 46` 22" Active Landfill Areas
005 40° 09` 08" 74° 46` 10" Capped Landfill Area
006 40° 08` 14" 74° 46` 08" Parking Lot and Maintenance
00940° 08` 30" 74° 46` 04" Impervious Area of IWTP
010 40° 08` 34" 74° 46` 59" Capped Landfill Areas
011 40° 08` 31" 74° 45` 25" Sedimentation Basin No. 2
for 80-Acre Eastern Expansion
012 40° 08` 23"74° 45` 47" Capped Landfill Area
Effluent Limitations (mg/l)
Discharge ParameterAverage Annual Maximum Daily
C-Biochemical Oxygen
Demand (5 Day) 		Monitor/Report Monitor/Report
Total Dissolved Solids (TDS) Monitor/Report Monitor/Report
Oil and Grease Monitor/Report Monitor/Report
pH Monitor/Report Monitor/Report
Lead (Total) Monitor/Report Monitor/Report
Total Organic Carbon (TOC) Monitor/Report Monitor/Report
Chromium (Total) Monitor/Report Monitor/Report
Barium (Total) Monitor/Report Monitor/Report
Cadmium (Total) Monitor/Report Monitor/Report
Mercury (Total) Monitor/Report Monitor/Report
Selenium (Total) Monitor/Report Monitor/Report
Silver (Total) Monitor/Report Monitor/Report
Ammonia Monitor/Report Monitor/Report
Arsenic (Total) Monitor/Report Monitor/Report
Cyanide (Total) Monitor/Report Monitor/Report
Nitrate plus Nitrite as Nitrogen Monitor/Report Monitor/Report
Iron (Dissolved) Monitor/Report Monitor/Report
Magnesium (Total) Monitor/Report Monitor/Report
Magnesium (Dissolved) Monitor/Report Monitor/Report

 The EPA waiver is in effect.

 Other Requirements:

 1. Effective Disinfection.

 2. Remedial Measures.

 3. Department Rights to Modify the Permit.

 4. BOD5 % Removal.

 5. Certain Test Methods for Pollutants.

 6. Change in Ownership.

 7. TRC Minimization.

 8. Proper Sludge Disposal.

 9. Annual Average Definition.

 10. TMDL/WLA Analysis.

 11. Toxicity—Chronic Monitoring.

 12. I-Max Sampling Requirements.

 13. 2/Month Sampling Requirements.

 14. Stormwater Outfalls Requirements.

 15. TRC/THMs Monitoring Requirements.

 16. Total THMs Definition.

 17. Grab Sample Definition.

 18. Monitoring of Untreated Leachate Quality and Quantity.

 19. Control of Stormwater Runoff.

 20. Management of Leachate Discharge Rate.

 21. Removal of 100% Pollutant of Outside DRBC Area Waste.

 22. DRBC Pollutant Loading and Recordkeeping Requirements Clause.

 23. Permit Reopener Clause.

 24. PCBs Minimization Plan.

 Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110. Phone: 717-705-4707.

 PA0082589, Sewage, SIC Code 4952, Fairview Township York County, 599 Lewisberry Road, New Cumberland, PA 17070-2399. Facility Name: Fairview Township Southern STP. This existing facility is located in Fairview Township, York County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated Sewage.

 The receiving stream(s), unnamed tributary to Fishing Creek is located in State Water Plan watershed 7-E and is classified for warm water fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.50 MGD.

Mass (lb/day) Concentration (mg/l)
AverageDailyAverageWeeklyInstantaneous
Parameters Monthly Maximum Minimum Monthly Average Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.19 XXX 0.63
CBOD5 104 167
Weekly
Average 		XXX 25 40 50
BOD5
 Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended Solids
 Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended Solids 125 187
Weekly
Average 		XXX 30 45 60
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200
Geometric
Mean 		XXX XXX
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geometric
Mean 		XXX XXX
Ammonia-Nitrogen
 May 1 - Oct 31 6.2 XXX XXX 1.5 XXX 3.0
 Nov 1 - Apr 30 18.7 XXX XXX 4.5 XXX 9.0
Total Phosphorus 8.3 XXX XXX 2.0 XXX 4.0
Total Copper 0.067 XXX XXX 0.016 XXX 0.04
Total Zinc 0.54 XXX XXX 0.13 XXX 0.32

 The proposed monitoring requirements and, where appropriate, effluent limits for implementation of the Chesapeake Bay Tributary Strategy are as follows for Outfall 001.

Mass (lb/day) Concentration (mg/l)
Monthly
Parameters Monthly Annual Minimum Average Maximum
Ammonia-N Report Report Report
Kjeldahl-N Report Report
Nitrate-Nitrite as N Report Report
Total Nitrogen Report Report Report
Total Phosphorus Report Report Report
Net Total Nitrogen (Interim) Report Report
Net Total Nitrogen (Final) Report 9,132
Net Total Phosphorus (Interim) Report Report
Net Total Phosphorus (Final) Report 1,218

 * 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 No. 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 on October 1, 2012. Since these reporting requirements are annual loads, the reporting on compliance with the annual limitations will be required to be reported on the Supplemental DMR—Annual Nutrient Summary by November 28, 2013. This facility is required to monitor and report for Net Total Nitrogen and Net Total Phosphorus from the effective date of the permit until September 30, 2012.

 ** Total Annual Ammonia Load will be required to be reported on the Supplemental DMR—Annual Nutrient Summary by November 28, 2010.

 You may make an appointment to review the Department's files on this case by calling the File Review Coordinator at 717.705.4732.

 The EPA waiver is not in effect.

 Northcentral Regional Office: Regional Water Management Program Manager, 208 West Third Street, Suite 101, Williamsport, PA 17701-6448, Telephone: 570-327-0532.

 PA0024325, Sewage, SIC Code 4952, Muncy Borough Municipal Authority Lycoming County, Muncy, PA 17756. Facility Name: Muncy Borough Municipal Authority Sewer System STP. This existing facility is located in Muncy Creek Township, Lycoming County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated Sewage.

 The receiving stream(s), Unnamed Stream and West Branch Susquehanna River, is located in State Water Plan watershed 10-C and 10-D and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.4 MGD.

Mass (lb/day) Concentration (mg/l)
AverageWeeklyAverageWeeklyInstantaneous
Parameters Monthly Average Minimum Monthly Average Maximum
Flow (MGD) Report Report
Daily
Maximum 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine XXX XXX XXX 0.5 XXX 1.6
CBOD5 292 467 XXX 25 40 50
Total Suspended Solids 350 525 XXX 30 45 60
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200
Geometric Mean 		XXX XXX
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geometric Mean 		XXX XXX
Ammonia-Nitrogen XXX XXX XXX Report XXX XXX
Total Phosphorus XXX XXX XXX XXX XXX XXX
Total Copper XXX XXX XXX XXX Report
Daily
Maximum 		XXX

 The proposed monitoring requirements and, where appropriate, effluent limits for implementation of the Chesapeake Bay Tributary Strategy are as follows for Outfall 001.

Mass (lb/day) Concentration (mg/l)
Monthly
Parameters Monthly Annual Minimum Average Maximum
Ammonia-N Report Report Report
Kjeldahl-N Report Report
Nitrate-Nitrite as N Report Report
Total Nitrogen Report Report Report
Total Phosphorus Report Report Report
Net Total Nitrogen (Interim) Report Report
Net Total Nitrogen (Final) Report 25,570
Net Total Phosphorus (Interim) Report Report
Net Total Phosphorus (Final) Report 3,409

 * 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 No. 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 on October 1, 2010. Since these reporting requirements are annual loads, the reporting on compliance with the annual limitations will be required to be reported on the Supplemental DMR—Annual Nutrient Summary by November 28, 2011. This facility is required to monitor and report for Net Total Nitrogen and Net Total Phosphorus from the effective date of the permit until September 30, 2010.

 ** Total Annual Ammonia Load will be required to be reported on the Supplemental DMR—Annual Nutrient Summary by November 28, 2011.

 In addition, the permit contains the following major special conditions:

 I. Compliance schedule for PART A I.

 II. Chesapeake Bay Nutrient Requirements.

 III. Other Requirements.

 A. Requires the permittee to acquire easements to maintain and operate the sanitary sewers.

 B. The right to require operation and/or construction changes, when necessary, to produce an acceptable discharge.

 C. Requires proper disposal of sludge.

 D. Requires no direct discharge of stormwater to the sanitary sewers.

 E. Requires whole effluent toxicity test submission with next renewal application.

 IV. Stormwater Requirements with BMPs.

 V. Requires management and reporting of biosolids within the treatment process.

 You may make an appointment to review the Department's files on this case by calling the File Review Coordinator at 570-327-3693.

 The EPA waiver is not in effect.

 Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745; 412-442-4000.

 PA0090140, Sewage, Clymer Borough Municipal Authority, 470 Adams Street, Clymer, PA 15278-1156. This application is for renewal of an NPDES permit to discharge treated sewage from Clymer STP in Clymer Borough, Indiana County.

 The following effluent limitations are proposed for discharge to the receiving waters, known as Two Lick Creek, which are classified as a trout stock fishery with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the Pennsylvania-American Water Company-Indiana.

 Outfall 001: existing discharge, design flow of 0.24 mgd.

Concentration (mg/l)
Average Average Maximum Instantaneous
Parameter Monthly Weekly Daily Maximum
CBOD5 25 37.5 50
Suspended Solids 30 45 60
Ammonia Nitrogen
 May 1 to Oct 31 7.0 10.5 14.0
 Nov 1 to Apr 30 Monitor and Report
Fecal Coliform
 May 1 to Sep 30 200/100 ml as a Geometric Mean
 Oct 1 to Apr 30 2,000/100 ml as a Geometric Mean
Total Residual Chlorine 1.0 3.3
Dissolved Oxygen not less than 3.0 mg/l
pH not less than 6.0 nor greater than 9.0

 The EPA waiver is in effect.

 PA0093785, Sewage, Williamhouse, LLC, 1 Wedding Lane, Scottdale, PA 15683. This application is for renewal of an NPDES permit to discharge treated sewage from Williamhouse STP in Upper Tyrone Township, Fayette County.

 The following effluent limitations are proposed for discharge to the receiving waters, known as Unnamed Tributary to Jacobs Creek, which are classified as a warm water fishery with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the McKeesport Municipal Water Authority.

 Outfall 001: existing discharge, design flow of 0.14 mgd.

Concentration (mg/l)
Average Average Maximum Instantaneous
Parameter Monthly Weekly Daily Maximum
CBOD5 25 50
Suspended Solids 30 60
Ammonia Nitrogen
 May 1 to Oct 31 3.5 7.0
 Nov 1 to Apr 30 10.5 21.0
Fecal Coliform
 May 1 to Sep 30 200/100 ml as a Geometric Mean
 Oct 1 to Apr 30 2,000/100 ml as a Geometric Mean
Dissolved Oxygen not less than 5 mg/l
pH not less than 6.0 nor greater than 9.0

 The EPA waiver is in effect.

 PA0030350, Sewage, Indian Lake Borough, 1301 Causeway Drive, Central City, PA 15926. This application is for renewal of an NPDES permit to discharge treated sewage from Lakewood Sewage Treatment Plant in Indian Lake Borough, Somerset County.

 The following effluent limitations are proposed for discharge to the receiving waters, known as Indian Lake—Clear Run Branch, which are classified as a cold water fishery with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the Indian Lake Borough.

 Outfall 001: existing discharge, design flow of 0.012 MGD.

Concentration (mg/l)
Average Average Maximum Instantaneous
Parameter Monthly Weekly Daily Maximum
CBOD5 25 50
Suspended Solids 30 60
Fecal Coliform
 May 1 to Sep 30 200/100 ml as a Geometric Mean
 Oct 1 to Apr 30 2,000/100 ml as a Geometric Mean
Total Residual Chlorine 1.4 3.3
pH not less than 6.0 nor greater than 9.0

 The EPA waiver is in effect.

III. WQM Industrial Waste and Sewerage Applications under The Clean Streams Law (35 P. S. §§ 691.1—691.1001)

 Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915.

 WQM Permit No. 4510402, Sewerage, Middle Smithfield Township, 25 Municipal Drive, East Stroudsburg, PA 18302. This proposed facility is located in Middle Smithfield Township, Monroe County.

 Description of Proposed Action/Activity: This project involves an extension to, and the addition of, a new sanitary sewer pump station to the Middle Smithfield Township existing sanitary sewer system on SR 209.

 Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110. Phone: 717-705-4707.

 WQM Permit No. 3810402, Sewerage, Borough of Palmyra, 325 South Railroad Street, Palmyra, PA 17078. This proposed facility is located in Palmyra Borough, Lebanon County.

 Description of Proposed Action/Activity: Seeking permit approval for upgrades to their Main Pumping Station, Pumping Stations Nos. 1—3.

 WQM Permit No. 2810403, Sewerage, John M. Lee, 14547 Paxton Run Road, Shippensburg, PA 17257. This proposed facility is located in Lurgan Township, Franklin County.

 Description of Proposed Action/Activity: Seeking approval for the construction of a Small Flow Treatment Facility.

 Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.

 WQM No. 5510201, CAFO Operation, SIC 1213, Ideal Family Farms, LLC, Gerald Stauffer, P. O. Box 215, Selinsgrove, PA 17870-0215. This proposed facility is located at 89 BP Finishing Lane, Beavertown, PA 17813, in Beaver Township, Snyder County.

 Description of Proposed Activity: Ideal Family Farms, LLC proposes to install an anaerobic digester to produce and utilize methane gas at their Beavertown Finishing CAFO from liquid hog manure and food waste. Proposed facilities include a reinforced concrete digester tank and associated transfer tanks.

IV. NPDES Applications for Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4)
V. Applications for NPDES Wavier Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4)
VI. NPDES Individual Permit Applications for Discharges of Stormwater Associated with Construction Activities

 Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401.

NPDES
Permit No. 		Applicant Name &
Address 		County Municipality Receiving
Water/Use
PAI01
151017 		West Bradford Township
1385 Campus Drive Downingtown, PA 19335 		Chester West Bradford Township East and West Branches Brandywine Creek WWF-MF
Broad Run
EV-MF
PAI01
151018 		West Vincent Associates, Inc. 707 Eagleview Boulevard
Exton, PA 19341 		Chester West Vincent
Township 		Birch Run
EV
Black Horse Creek HQ-TSF
PAI01
151019 		The Hankin Group
707 Eagleview Boulevard
P. O. Box 562
Exton, PA 19341 		Chester Uwchland and
Upper Uwchlan Townships 		Shamona Creek HQ-TSF
Pickering Creek HQ-TSF
March Creek HQ-TSF-MF
PAI01
511003 		Philadelphia Regional
Port Authority
3460 North Delaware Avenue Philadelphia, PA 19134
and
Department of
General Services
Room 603
North Office Building
Harrisburg, PA 17125 		Philadelphia City of Philadelphia Delaware River WWF-MF

 Northeast Region: Watershed Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.

 Northampton County Conservation District: 14 Gracedale Avenue, Greystone Building, Nazareth, PA 18064-9211, 610-746-1971.

NPDES
Permit No. 		Applicant Name &
Address 		County Municipality Receiving
Water/Use
PAI024809009(1) UGI Development Co.
1 Meridian Boulevard
Suite 2C01
Wyomissing, PA 19610 		Northampton Forks Township Bushkill Creek
HQ-CWF, MF

 Pike County Conservation District: 556 Route 402, Suite 1, Hawley, PA 18428, 570-226-8220.

NPDES
Permit No. 		Applicant Name &
Address 		County Municipality Receiving
Water/Use
PAI025210005 Bryan and Barabara Siegfried
103 Siegfried Drive Newfoundland, PA 18445 		Pike Greene Township Bridge Creek to Wallenpaupack Creek HQ-CWF, MF

 Monroe County Conservation District: 8050 Running Valley Road, Stroudsburg, PA 18360, 570-629-3060

NPDES
Permit No. 		Applicant Name &
Address 		County Municipality Receiving
Water/Use
PAI024510008 Department of Transportation District 5-0 1002 Hamilton Street Allentown, PA 18101 Tobyhanna and Tunkhannock Townships UNT Tobyhanna Creek HQ-CWF, MF

 Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110.

NPDES
Permit No. 		Applicant Name &
Address 		County Municipality Receiving
Water/Use
PAI030708001(1) Jonathan Baker
Chestnut Flats Wind, LLC
Ten Penn Center
1801 Market Street
Suite 2700
Philadelphia, PA 19103 		Blair Logan Township Mill, Scotch Gap, Kittanning and
Little Laurel Runs
HQ, CWF-WWF-
CWF-TSF
VII. List of NOIs for NPDES and/or Other General Permit Types
PAG-12 Concentrated Animal Feeding Operations (CAFOs)
PAG-13 Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4)

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