NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[39 Pa.B. 4114]
[Saturday, July 18, 2009]
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 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
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 ? PA0053708
(Sew)Hawk Mountain Bed and Breakfast
James Gaffney
221 Stony Run Valley Road
Kempton, PA 19529
Berks County
Albany Township3B
Stoney RunY PA0080560
(Sew)TA Operating, LLC
244601 Center Ridge Road
West Lake, OH 44145
Dauphin County
West Hanover Township
7D
Manada Creek
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.
PA0043818, Amendment No. 3, 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: Amendment of an NPDES permit to reflect DRBC Docket D-88-54-4 updates.
The receiving stream, Delaware River Estuary Zone 2, is in the State Water Plan Watershed 2E and is classified for: WWF. The nearest downstream public water supply intake for United States Steel is located on 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) Concentrations (mg/L) Discharge Parameter Average Monthly Maximum Daily Average Monthly Maximum Daily Instantaneous 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 CBOC20 30.0 60.0 Oil and Grease 12.5 15 30 30 True Color (Pt-Co) 1,500 Fecal Coliform #200/100 ml
Temperature (° F) Monitor and Report
pH (Standard Units) Within Limits of 6.0 to 9.0 Standard Units at all times
Total Organic Nitrogen Monitor and Report
Monitor and Report
Nitrate and Nitrite Nitrogen Monitor and Report
Monitor and 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 and Report Monitor and Report Monitor and Report Monitor and Report Monitor and Report Boron (Effluent) Monitor and Report Monitor and Report Monitor and Report Monitor and Report Monitor and Report Boron (% Removal) Monitor and Report Monitor and Report Chromium, Hex. Monitor and Report Monitor and 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 and Report Monitor and Report Cyanide, Total 0.085 0.170 0.100 0.200 0.250 Vanadium Monitor and Report Monitor and 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
Effluent Limitations Mass Units (lbs/day) Concentrations (mg/L) Discharge Parameter Average Monthly Maximum Daily Annual
AverageAverage Monthly Maximum Daily Instantaneous Maximum Bromoform 0.540 6.480 Total Halomethanes 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 and Report Monitor and 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 and Report Monitor and Report Tetrachloroethylene Monitor and Report Monitor and Report Trichloroethylene Monitor and Report Monitor and Report Toxicity (Toxics Unit Chronic) Monitor and Report PCBs Monitor and Report The proposed effluent limitations for the following parameters for Outfall 001 are based on discharge flow of 0.3 mgd, from completion and start up of a new IWWTP lasting through expiration:
Effluent Limitations Mass Units (lbs/day) Concentrations (mg/L) Discharge Parameter Average Monthly Maximum Daily Minimum Average Monthly Maximum Daily Instantaneous 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 CBOC20 30.0 60.0 Oil and Grease 37.5 75.0 15 30 30 True Color (Pt-Co) 1,500 Fecal Coliform #200/100 ml 1,000* Temperature (° F) Monitor and Report pH (Standard Units) Within Limits of 6.0 to 9.0 Standard Units at all times Total Organic Nitrogen Monitor and Report Monitor and Report Total Kjeldahl Nitrogen Monitor and Report Monitor and Report Nitrate and Nitrite Nitrogen Monitor and Report Monitor and Report Total Phosphorus as P Monitor and Report Monitor and 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 and Report Monitor and Report Monitor and Report Monitor and Report Monitor and Report Boron (Effluent) Monitor and Report Monitor and Report Monitor and Report Monitor and Report Monitor and Report Boron (% Removal) >= 10% Chromium, Total 0.375 0.750 0.150 0.300 0.375
Effluent Limitations Mass Units (lbs/day) Concentrations (mg/L) Discharge Parameter Average Monthly Maximum Daily Annual
AverageAverage Monthly Maximum Daily Instantaneous Maximum (2) 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 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
Effluent Limitations Mass Units (lbs/day) Concentrations (mg/L) Discharge Parameter Average Monthly Maximum Daily Average Monthly Maximum Daily Instantaneous Maximum (2) 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 and Report Monitor and Report Tetrachloroethylene Monitor and Report Monitor and Report Trichloroethylene Monitor and Report Monitor and Report Toxicity
(Toxics Unit Chronic)Monitor and Report PCBs, Total Monitor and Report Tritium Monitor and Report Monitor and Report Chlorodane Monitor and Report Monitor and Report Heptachlor Monitor and Report Monitor and 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 and Report Monitor and Report Chlordane Monitor and Report Monitor and Report Dieldrin Monitor and Report Monitor and Report Heptachlor Monitor and Report Monitor and Report Heptachlor Epoxide Monitor and Report Monitor and Report Toxaphere Monitor and Report Monitor and Report * Shall not exceed in more than 10 percent of samples.
The proposed effluent limitations for the following parameters for stormwater outfalls listed below are based on stormwater event as follows:
I. Outfall Latitude Longitude Which Receives
Stormwater From003 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 009 40° 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) Average Maximum Discharge Parameter Annual Daily C-Biochemical Oxygen
Demand (5 Day)Monitor and Report Monitor and Report Total Dissolved Solids (TDS) Monitor and Report Monitor and Report Oil and Grease Monitor and Report Monitor and Report pH Monitor and Report Monitor and Report Lead (Total) Monitor and Report Monitor and Report Total Organic Carbon (TOC) Monitor and Report Monitor and Report Chromium (Total) Monitor and Report Monitor and Report Barium (Total) Monitor and Report Monitor and Report Cadmium (Total) Monitor and Report Monitor and Report Mercury (Total) Monitor and Report Monitor and Report Selenium (Total) Monitor and Report Monitor and Report Silver (Total) Monitor and Report Monitor and Report Ammonia Monitor and Report Monitor and Report Arsenic (Total) Monitor and Report Monitor and Report Cyanide (Total) Monitor and Report Monitor and Report Nitrate plus Nitrite as Nitrogen Monitor and Report Monitor and Report Iron (Dissolved) Monitor and Report Monitor and Report Magnesium (Total) Monitor and Report Monitor and Report Magnesium (Dissolved) Monitor and Report Monitor and 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 Lechate Quality and Quantity.
19. Control of Stormwater Runoff.
20. Management of Lechate 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.
PA0011070, Industrial Waste, SIC 2521 and 2222, Knoll, Inc., 1235 Water Street, P. O. Box 157, East Greenville, PA 18041. This facility is located in Upper Hanover Township, Montgomery County.
The application is for renewal of an NPDES permit to discharge 400 gpd of treated process water (MP 101), 40,000 gpd of treated sewage wastewater (MP 201), and 31,100 gpd of noncontact cooling water (MP 301) from Outfall 001 of the Knoll, Inc., facility located in Upper Hanover Township, Montgomery County. This is an existing discharge to Perkiomen Creek. At the point of discharge, Perkiomen Creek is in the State Water Plan 3E and is classified for TSF. The facility has two stormwater outfalls, namely 002 and 003. Outfall 002 receives stormwater from Fabrication Building areas, while Outfall 003 receives stormwater from Lubin Building areas. Outfall 003 also receives, in an emergency, 21,500 gpd of noncontact cooling water (MP103) from Lubin Building areas. Both of these outfalls discharge into Perkiomen Creek adjacent to Outfall 001.
The proposed effluent limits for Outfall 001 are based on an average flow of 71,500 gpd:
Effluent Concentration Limitations (mg/l) Average Daily Instantaneous Parameter Monthly Maximum Maximum Total Suspended Solids 30 60 75 Total Dissolved Solids 1,000 2,000 2,500 Phosphorus as P 0.5 1.2 Fecal Coliform (#/100 ml) 200 Geometric Mean 1,000* pH (SStandard Units) 6.0 Instantaneous Min 9.0 Total Residual Chlorine 0.5 1.3 The proposed effluent limits for MP 101 are based on an average flow of 400 gpd:
Effluent Concentration Limitations (mg/l) Average Daily Parameter Monthly Maximum Cadmium Monitor and Report Monitor and Report Copper Monitor and Report Monitor and Report Zinc Monitor and Report Monitor and Report N-Nitrosodimethylamine Monitor and Report Monitor and Report The proposed effluent limits for MP 201 are based on an average flow of 40,000 gpd:
Effluent Concentration Limitations (mg/l) Average Daily Instantaneous Parameter Monthly Maximum Maximum CBOD5 25 40 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 10 20 (11-1 to 4-30) 20 40 Fecal Coliform (#/100 ml) 200 Geometric Mean 1,000* pH (Standard Units) 6.0 Instantaneous Min 9.0 Total Residual Chlorine 0.5 1.3 The proposed effluent limits for MP 301 are based on an average flow of 31,100 gpd:
Effluent Concentration Limitations (mg/l) Average Daily Instantaneous Parameter Monthly Maximum Maximum Temperature (° F) 110 pH (Standard Units) 6.0 Inst. Min 9.0 Total Residual Chlorine 0.5 1.3 The proposed effluent limits for Outfalls 002 and 003 are based on a stormwater event:
Effluent Concentration Limitations (mg/l) Instantaneous Average Daily Parameter Minimum Monthly Maximum CBOD5 Monitor and Report COD Monitor and Report Oil and Grease Monitor and Report pH (STD) Monitor and Report Total Suspended Solids Monitor and Report Total Kjeldahl Nitrogen Monitor and Report Total Phosphorus Monitor and Report Iron (Dissolved) Monitor and Report The proposed effluent limits for MP 103 (during an emergency only) are based on an average flow of 21,500 gpd:
Effluent Concentration Limitations (mg/l) Average Daily Instantaneous Parameter Monthly Maximum Maximum Temperature (° F) 110 pH (Standard Units) 6.0 Instantaneous Minimum 9.0 Total Residual Chlorine 0.5 1.3 The EPA waiver is in effect.
Other Requirements:
1. Notification of the Designated Plant Operator.
2. Effective Disinfection.
3. Abandon of Discharge if STP Available.
4. No Stormwater.
5. Small Stream Discharge.
6. Remedial Measures.
7. Laboratory Certification.
8. Approved Chemical Usage Rates.
9. Chemical Additives Requirements.
10. Approved Test Method.
11. Change in Ownership.
12. Minimization of Chlorine Use.
13. Proper Sludge Disposal.
14. Watershed TMDL/WAL Analysis.
15. Facility Operator Certification Requirements.
16. I-Max Definitions.
17. 2/Month Monitoring Requirements.
18. Stormwater Requirements.
19. Operation and Maintenance Requirements.
20. PPC Plan Requirements.
21. No PCBs Discharges.
PA0058343, Sewage, SIC 4952, Bedminster Municipal Authority, 432 Elephant Road, Perkasie, PA 18944. This proposed facility is located in Bedminster Township, Bucks County.
Description of Proposed Activity: renewal of an NPDES permit to discharge 0.26 mgd of treated sewage into a UNT to Deep Run.
The receiving stream, Deep Run, is in the State Water Plan Watershed 2D and is classified for: WWF. The nearest downstream public water supply intake for Point Pleasant is located on Delaware River and is 11.5 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.26 mgd.
Mass (lb/day) Concentration (mg/l) Average Average Average Average Instantaneous Parameters Monthly Weekly Monthly Weekly Maximum (mg/l) CBOD5 (5-1 to 10-31) 22 32 10 15 20 (11-1 to 4-30) 43 65 20 30 40 Total Suspended Solids 22 32 10 15 20 Ammonia as N (5-1 to 10-31) 22 1.0 2.0 (11-1 to 4-30) 4.3 2.0 4.0 NO2 + NO3 as N 21.7 10.0 20.0 Phosphorus (4-1 to 10-31) 1.7 0.8 1.6 (11-1 to 3-31) Monitor and Report Fecal Coliform 200 colonies/100 ml as a Geometric Average 1,000 #/100 ml Dissolved Oxygen Minimum of 5.0 mg/l at all times pH Within limits of 6.0 to 9.0 Standard Units at all times In addition to the effluent limits, the permit contains the following major special conditions:
Special Conditions:
1. Responsible Operator.
2. Small Stream Discharge.
3. TMDL/WLA Analysis.
4. UV Disinfection.
5. SPW Discharge.
PA0244511, Sewage, SIC 8811, Bruce Shepherd, 1009 Telegraph Road, Coatesville, PA 19320. This proposed facility is located in West Caln Township, Chester County.
Description of Proposed Activity: Issuance of an NPDES permit to discharge 500 gpd of treated sewage into a UNT of West Branch of Brandywine Creek from a small-flow sewage treatment plant.
The receiving stream, West Branch of Brandywine Creek, is in the State Water Plan Watershed 3-H and is classified for: HQ-S.
The proposed effluent limits for Outfall 001 are based on a design flow of 500 gpd.
Mass (lb/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 3.0 6.0 Fecal Coliform 200 #/100 ml Dissolved Oxygen 6.0 minimum pH (Standard Units) 6.0 minimum 9.0 In addition to the effluent limits, the permit contains the following major special conditions:
1. AMMR to DEP.
2. Abandon STP.
3. Remedial Measures.
4. Change of Ownership.
5. Sewage Sludge Disposal.
6. Necessary Property Rights.
PA0244503, Sewage, SIC 8811, Bruce Shepherd, 1009 Telegraph Road, Coatesville, PA 19320. This proposed facility is located in West Caln, Chester County.
Description of Proposed Activity: Issuance of an NPDES permit to discharge 500 gpd of treated sewage into a UNT of West Branch of Brandywine Creek from a small-flow sewage treatment plant.
The receiving stream, West Branch of Brandywine Creek, is in the State Water Plan Watershed 3H and is classified for: HQ-S.
The proposed effluent limits for Outfall 001 are based on a design flow of 500 gpd.
Mass (lb/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 3.0 6.0 Fecal Coliform 200 #/100 ml Dissolved Oxygen 6.0 min pH (Standard Units) 6.0 min 9.0 In addition to the effluent limits, the permit contains the following major special conditions:
7. AMMR to DEP and BCHD.
8. Abandon STP.
9. Remedial Measures.
10. Change of Ownership.
11. Sewage Sludge Disposal.
12. Necessary Property Rights.
PA0244490, Sewage, SIC 8811, Bruce Shepherd, 1009 Telegraph Road, Coatesville, PA 19320. This proposed facility is located in West Caln Township, Chester County.
Description of Proposed Activity: Issuance of an NPDES permit to discharge 500 gpd of treated sewage into a UNT of West Branch of Brandywine Creek from a small-flow sewage treatment plant.
The receiving stream, West Branch of Brandywine Creek, is in the State Water Plan Watershed 3-H and is classified for: HQ-S.
The proposed effluent limits for Outfall 001 are based on a design flow of 500 gpd.
Mass (lb/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 3.0 6.0 Fecal Coliform 200 #/100 ml Dissolved Oxygen 6.0 minimum pH (Standard Units) 6.0 minimum 9.0 In addition to the effluent limits, the permit contains the following major special conditions:
13. AMMR to DEP.
14. Abandon STP.
15. Remedial Measures.
16. Change of Ownership.
17. Sewage Sludge Disposal.
18. Necessary Property Rights.
PA0058785, Sewage, Gregory A. and Marion B. Gans, 196 Springton Road, Glenmoore, PA 19343. This proposed facility is located in West Brandywine Township, Chester County.
Description of Proposed Activity: This application is for renewal of an NPDES permit to discharge treated sewage from a single residence sewage treatment plant.
The receiving stream, a UNT to Culbertson Run, is in the State Water Plan Watershed 3H and is classified for: HQ-W, TSF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on a design flow of 400 gpd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum (mg/l) CBOD5 (5-1 to 10-31) 10 20 (11-1 to 4-30) 20 40 Total Suspended Solids 10 20 Ammonia as N (5-1 to 10-31) 3.0 6.0 (11-1 to 4-30) 9.0 18.0 Total Residual Chlorine Monitor and Report Monitor and Report Fecal Coliform 200/100 ml
Geometric mean1,000/100 ml Dissolved Oxygen Minimum of 3.0 mg/l at all times pH Within limits of 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. AMR Submission.
2. Phase Out when Municipal Sewers Available.
3. Remedial Measures if Unsatisfactory Effluent.
4. No Stormwater.
5. Acquire Necessary Property Rights.
6. Change of Ownership.
7. Small Stream Discharge.
8. Sludge Disposal Requirement.
9. Emergency Backup Use of Chlorine Disinfection.
PA0024058, Sewage, Borough of Kennett Square, 120 Marshall Street, Kennett Square, PA 19348. This existing facility is located in Kennett Township, Chester County.
Description of Proposed Activity: This application is for the renewal of the NPDES permit for the existing discharge of treated sewage from the Kennett Square Borough WWTP.
The receiving stream, West Branch Red Clay Creek, is in the State Water Plan Watershed 3I and is classified for: TSF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on a design flow of 1.1 mgd.
Mass (lbs/day) Concentrations (mg/l) Monthly Weekly Maximum Monthly Weekly Maximum Instantaneous Parameters Average Average Daily Average Average Daily Maximum CBOD5 (5-1 to 10-31) 152 228 17 25 33 (11-1 to 4-30) 230 365 25 40 50 Total Suspended Solids 275 412 30 45 60 Ammonia as N (05-01 to 10-31) 18 2.0 4.0 (11-01 to 04-30) 55 6.0 12.0 Phosphorus as P (4-1 to 10-31) years 1 and 2 12 1.3 2.6 (11-1 to 3-31) years 1 and 2 M/R M/R (4-1 to 10-31) years 3--5 12 1.3 2.6 (11-1 to 3-31) years 3--5 18 2.0 4.0 Fecal Coliform 200/100 ml
Geometric Mean1,000/100 ml Dissolved Oxygen 6.0 minimum pH (Standard Units) 6.0 minimum 9.0 Total Nitrogen (years 1 and 2) M/R M/R Phenols, Total 0.21 0.42 0.023 0.046 0.058 M/R = Monitor and Report
The proposed requirements for stormwater Outfall 002 are as follows:
Concentration (mg/l) Average Average Monthly Maximum Parameter Annual Semi-Annual Average Daily CBOD5 Monitor and Report COD Monitor and Report Oil and Grease Monitor and Report pH (Standard Units) Monitor and Report Total Suspended Solids Monitor and Report Total Kjeldahl Nitrogen Monitor and Report Total Phosphorus Monitor and Report Iron Dissolved Monitor and Report In addition to the effluent limits, the permit contains the following major special conditions:
1. Notification of Designation of Operator.
2. Average Weekly Reporting.
3. Remedial Measures if Unsatisfactory Effluent.
4. No Stormwater.
5. Acquire Necessary Property Rights.
6. Discharge to Small Stream.
7. Test Methods.
8. Sludge Disposal Requirement.
9. TMDL/WLA Analysis.
10. 2/Month Monitoring Requirements.
11. Chronic WET at Renewal.
12. Pretreatment Program.
13. Laboratory Certification.
14. Operations and Maintenance Plan.
15. Stormwater Discharge Requirements.
16. Emergency Backup Use of Chlorine Disinfection.
17. Certified Operator.
18. Imax Requirements.
19. Fecal Coliform I-Max Reporting.
PA0042641, Sewage, SIC 8811, Department of Conservation and Natural Resources, 2808 Tree Mile Run Road, Perkasie, PA 18944. This proposed facility is located in Bedminster Township, Bucks County.
Description of Proposed Activity: Issuance of NPDES Permit's renewal to discharge 0.2 mgd of treated sewage into UNT of Tohickon Creek from Nockamixon State Park STP.
The receiving stream, Tohickon Creek, is in the State Water Plan Watershed 2D and is classified for following uses: CWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.2 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum (mg/l) CBOD5 (5-1 to 10-31) 20 40 (11-1 to 4-30) 25 50 Total Suspended Solids 30 60 Ammonia as N (5-1 to 10-31) 2.0 4.0 (11-1 to 4-30) 4.0 8.0 pH (Standard Units) 6.0 9.0 Fecal Coliform 200 #/100 ml 1,000 #/100 ml Dissolved Oxygen Minimum 5.0 Total Residual Chlorine 0.5 1.2 In addition to the effluent limits, the permit contains the following major special conditions:
1. Notification of Operator to Department.
2. Abandon STP when municipal Sewers Available.
3. Remedial Measures if Unsatisfactory Effluent.
4. No Stormwater.
5. Acquire Necessary Property Rights.
6. Small Stream Discharge.
7. Changes of Ownership.
8. Adequate Disinfection and TRC Minimization.
9. Proper Sludge/Solids Disposition.
10. I-Max Definition.
11. Plant Operation and Maintenance Plan.
12. Laboratory Certification.
13. I/I Reductions.
14. Emergency Management Plan.
15. Instantaneous Maximum Concentration for Fecal Coliform.
PA0057819, Sewage, SIC 4952, New Hanover Township Authority, 2990 Fagleysville Road, Gilbertsville, PA 19525. This proposed facility is located in New Hanover Township, Montgomery County.
Description of Proposed Activity: This application is for renewal of an NPDES permit to discharge 1.925 mgd of treated sewage from New Hanover Township Authority Sewage Treatment Plant located at 2990 Fagleysville Road, Gilbertsville, in New Hanover Township, Montgomery County.
The receiving stream Swamp Creek is in the State Water Plan Watershed 3E and is classified for TSF. The nearest downstream public water supply intake is for Philadelphia Suburban Water Company, which is located on Perkiomen Creek is approximately 12 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on an annual average flow of 1.925 mgd:
Mass (lb/day) Concentration (mg/l) Average Average Average Average Instantaneous Parameters Monthly Weekly Monthly Weekly Maximum CBOD5 (5-1 to 10-31) 160 241 10 15 20 (5-1 to 10-31) 241 361 15 23 30 Total Suspended Solids 160 241 10 15 20 Ammonia as N (5-1 to 10-31) 24.0 1.5 3.0 (11-1 to 4-30) 48.0 3.0 6.0 Phosphorus as P 14.0 0.9 1.8 Total Dissolved Solids 1,000 2,000
Daily Maximum2,500 NO2-N and NO3-N Monitor Fecal Coliform (#/100 ml) 200 1,000* Dissolved Oxygen 5.0 Minimum at all times pH (Standard Units) Within Limits of 6.0 to 9.0 Standard Units at all times The proposed effluent limits for Outfalls 002--005 based on an average storm event:
Concentration (mg/l) Parameter Average Monthly Average Weekly Daily Maximum CBOD5 Monitor and Report COD Monitor and Report Total Suspended Solids Monitor and Report Oil and Grease Monitor and Report Total Kjedahl Nitrogen Monitor and Report Total Phosphorus Monitor and Report Fecal Coliform Monitor and Report Iron, Dissolved Monitor and Report pH (Standard Units) Monitor and Report Monitoring of Outfalls 002--004 is not required.
The EPA waiver is not in effect.
[Continued on next Web Page]
No part of the information on this site may be reproduced for profit or sold for profit.This material has been drawn directly from the official Pennsylvania Bulletin full text database. Due to the limitations of HTML or differences in display capabilities of different browsers, this version may differ slightly from the official printed version.
