NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[31 Pa.B. 4971]
NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS
NPDES APPLICATIONS
PART I PERMITS Under the Federal Clean Water Act and The Clean Streams Law, the following parties have applied for an NPDES permit or to renew their current permit to discharge controlled wastewaters into the waters of this Commonwealth or to conduct other activities required by the NPDES permit. For renewal applications listed 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 all new permit applications, renewal application with major changes or applications for permits not waived by EPA, the Department, based upon preliminary reviews, also made a tentative determination of proposed effluent limitations and other terms and conditions for the permit applications listed in Section II. 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 this proposed permit action under the waiver provision 40 CFR 123.24(d).
Persons wishing to comment on the proposed permit are invited to submit a statement, to the office noted before the application within 30 days from the date of this public notice. Comments received within this 30-day comment period will be considered in the formulation of the final determinations regarding this application. The 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. A public hearing may be held if the responsible office considers the public response significant. Following the comment period, the Department's Water Management Program Manager will make a final determination regarding these applications. Notice of this final determination will be published in the Pennsylvania Bulletin at which time this determination may be appealed to the Environmental Hearing Board.
The renewal application, including proposed effluent limitations and special conditions, is available on file. For new permit applications, information submitted with the applications is available on file. The information may be inspected and arrangements made for copying at the office indicated before the application.
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. Facility Name & County & Stream Name EPA Waived (Type) Address Municipality (Watershed #) Y/N ? PA0087025 David M. Ott
Dave & Jane's Crab House
2989 Tract Road
Fairfield, PA 17320
Adams County
Liberty Township
Flat Run/13-D Yes PA0087661 Chestnut Ridge Area Joint
Municipal Authority
320 Lane Metal Road
New Paris, PA 15554
Bedford County
East Saint Clair
Township
Dunning Creek/11-C Yes __________
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
NPDES No. Facility Name & County & Stream Name EPA Waived Sewerage Address Municipality (Watershed #) Y/N ? PA0209406 Eutaw Centre SFTF, Inc.
150 Old Fort Road
Spring Mills, PA 16875
Potter Township
Centre County
9-C Bald Eagle Yes PA0113514 Madison Township Supervisors
(Hilner STP)
P. O. Box 620
Millville, PA 17899
Madison Township
Columbia County
Unnamed tributary of Mud Run (10-D, Muncy watershed) Yes SEW
PA0111741
Warrior Run School District
R. R. 2 Box 151-A
Turbotville, PA 17772
Lewis Township
Northumberland County
Warrior Run
10-D Muncy
Yes
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.PA0102296, Sewage. Erie Petroleum, Inc., Exit 1 State Line Travel Center, 1502 Greengarden Road, P. O. Box 6345, Erie, PA 16512-6345.
This proposed facility is located in Springfield Township, Erie County.
Description of Proposed Activity: Treatment of sanitary waste from a travel center. The receiving stream, unnamed tributary to Raccoon Creek, is in watershed 15 (Lake Erie) and classified for: CWF; MF.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply (stream and public water supplier) considered during the evaluation is the Erie municipal water intake, located 23 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.0115 MGD:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 NH3-N (5-1 to 10-31) 2.0 4.0 (11-1 to 4-30) 6.0 12 Dissolved Oxygen minimum of 3.0 mg/l at all times Phosphorus as ''P'' 1.0 Total Residual Chlorine 0.5 0.75 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
pH 6.0 to 9.0 standard units at all times The EPA Waiver is in effect.
PA0103896, Industrial Waste. County Landfill, Inc., P. O. Box 2137, Leeper, PA 16233.
This proposed facility is located in Farmington Township, Clarion County.
Description of Proposed discharge of treated industrial waste (leachate), nonhazardous liquid waste, septage and stormwater, is in watershed 16F and classified for: cold water fishes, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing/proposed downstream potable water supply considered during the evaluation is the Emlenton Water Company on the Allegheny River located at Emlenton, approximately 75 miles below point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.03 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum (MO) Flow (MGD) XX (BPT) BOD5 XX XX 37 140 140 (BPT) Total Suspended Solids XX XX 27 88 88 (BPJ) NH3-N XX XX 4.9 10 12.3 (BPJ) Fecal Coliform**** (5-1 to 9-30) 200/100 ml (10-1 to 4-30) 2,000/100 ml (Ch 97) Oil and Grease 15 30 (WQ) Antimony 0.01 0.02 0.041 0.082 0.1025 (BPJ) Aluminum XX XX 0.275 0.55 0.6875 Barium XX XX 0.3 0.6 0.75 Cobalt XX XX 0.05 0.1 0.125 Iron, Total XX XX 3.5 7 8.75 Iron, Dissolved 0.31 0.62 1.24 2.48 3.1 Manganese XX XX 1 2 2.5 Arsenic XX XX 0.05 0.1 0.125 Beryllium XX XX 0.005 0.01 0.0125 Cadmium XX XX 0.005 0.01 0.0125 Lead 0.00063 0.0013 0.00251 0.0052 0.0063 Nickel XX XX 0.05 0.1 0.125 Selenium 0.009 0.02 0.036 00.72 0.09 Silver XX XX 0.0019 0.0038 0.0048 Thallium 0.0022 0.004 0.008 0.016 0.02 Vanadium XX XX 0.099 0.198 0.25 Zinc 0.028 0.055 0.11 0.22 0.28 Tin XX XX 0.8 1.6 2 Cyanide, Total XX XX 0.0052 0.0104 0.013 Benzene 0.03 0.06 0.075 Methylene 0.1 0.2 0.25 Chloride Toluene 0.05 0.1 0.125 Butylbenzyl Phthalate 0.01 0.02 0.025 2-Chloronaphthalene 0.01 0.02 0.025 Diethl Phthalate 0.025 0.05 0.0625 Lindane 0.00058 0.00116 0.00145 4,4'-DDT** 0.000001 0.000002 0.0000025 Dibromomethane 0.01 0.02 0.025 Tetrahydrofuran 0.025 0.05 0.0625 CETONE 0.109 0.218 0.2725 2-Butanone 0.21 0.42 0.525 2-Hexanone 0.015 0.03 0.0375 4-Methyl 2-Pentanone 0.015 0.03 0.0375 Xylene 0.01 0.02 0.025 p-Cresol 0.014 0.025 0.035 Copper 0.0075 0.015 0.019 Boron 1.6 3.2 4 A-Terpineol 0.016 0.033 0.04 Benoic Acid 0.071 0.12 0.18 Phenol 0.015 0.26 0.038 pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall Nos. 002, 003, 004, 005 are based on a design flow of n/a MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Chemical Oxygen Demand XX Oil and Grease XX Total Dissolved Solids (TDS) XX Total Organic Carbon (TOC) XX Barium (Total) XX Cadmium (Total) XX Chromium (Total) XX Lead (Total) XX Mercury (Total) XX Magnesium (Total) XX Magnesium (Dissolved) XX Selenium (Total) XX Silver (Total) XX Ammonia XX Arsenic (Total) XX Cyanide (Total) XX Nitrate plus Nitrite Nitrogen XX Iron (Dissolved) XX pH XX XX--Monitor and report. *--Refer to Special Condition B. **--Refer to Special Condition G in Part C of this permit. ****--Compliance shall be achieved using nonchlorine disinfection methods. In addition to the effluent limits, the permit contains the following major special conditions.
The EPA Waiver is in effect.
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Non-Waived Permit Applications
Southeast Region: Water Management Program Manager, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428.
No. PA0056511, Sewage, Barry and Kristen Eves, 47 Bishop Road, Pottstown, PA 19464.
This application is for renewal of an NPDES permit to discharge treated sewage from the small flow sewage treatment plant in East Coventry Township, Chester County. This is an existing discharge to unnamed tributary to Pigeon Creek.
The receiving stream is classified for the following uses: high quality trout stocking fishery.
The proposed effluent limits for Outfall 001, based on an average flow of 400 gpd are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 10 20 Suspended Solids (5-1 to 10-31) 10 20 (11-1 to 4-30) 20 40 Ammonia (as N) 5 10 Total Residual Chlorine Monitor/Report
Monitor/Report
Fecal Coliform 200 colonies/100 ml as a geometric average
pH Within limits of 6.0--9.0 Standard Units at all times The EPA Waiver is in effect.
PA0011568, Industrial Waste, Bethlehem Lukens Plate, 50 South First Street, Coatesville, PA 19320.
This application is for renewal of an NPDES permit to discharge treated process wastewater and stormwater from the Bethlehem Lukens Plate facility located in the City of Chester, Chester County. This is an existing discharge to Sucker Run and the West Branch Brandywine Creek.
The receiving streams are classified for the following uses: warm water fish, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 0.462 mgd are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Suspended Solids 30 60 75 Oil and Grease 15 30 Lead, Total 0.015 0.045 0.045 Zinc, Total 0.12 0.37 0.37 Temperature 110°F pH (Standard Units) 6.0 (I- Min) 9.0 Iron, Total 2.4 4.7 5.8 Iron, Dissolved 0.47 0.94 1.2 Total Residual Chlorine Monitor/Report
Monitor/Report
Monitor/Report The proposed effluent limits for Outfall 016, based on an average flow of 0.482 mgd are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Suspended Solids 30 60 75 Oil & Grease 15 30 Chromium, Total Monitor/Report
Monitor/Report
8.0 Nickel, Total 0.132 0.264 0.330 Copper, Total 0.023 0.046 0.058 fluoride Monitor/Report
Monitor/Report
Temperature 110°F pH (Standard Units) 6.0 (I- Min) 9.0 Phenols, Total Monitor/Report
Monitor/Report
The proposed effluent limits for Outfalls: 900, 960, 985, 988 and 992, based on an average storm event are as follows:
Average Instantaneous Maximum Parameter Monthly (mg/l) Daily (mg/l) CBOD5 Monitor/Report Monitor/Report COD Monitor/Report Monitor/Report Oil and Grease Monitor/Report Monitor/Report Total Suspended Solids Monitor/Report Monitor/Report Lead, Total Monitor/Report Monitor/Report Chromium, Total Monitor/Report Monitor/Report Copper, Total Monitor/Report Monitor/Report Cadmium, Total Monitor/Report Monitor/Report Arsenic, Total Monitor/Report Monitor/Report Iron, Dissolved Monitor/Report Monitor/Report Fluoride Monitor/Report Monitor/Report Nickel, Total Monitor/Report Monitor/Report Zinc, Total Monitor/Report Monitor/Report pH Monitor/Report Monitor/Report The proposed effluent limits for Outfalls: 913--916, 918--921, 923, 936--937B, 939, 941--945A, 947--959, 965, 967--969, 986, 987, 989, 991 and 992A--994B based on an average storm event are as follows: not monitored.
The EPA waiver is not in effect.
__________
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
PA #0009326, Industrial Waste, SIC Code 2033, Mott's, Inc., 45 Aspers-North Road, P. O. Box 68, Aspers, PA 17304.
This facility is located in Menallen Township, Adams County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated industrial waste.
The receiving stream, Opossum Creek, is in Watershed 7-F and classified for trout stocking fishery, water supply and recreation and fish consumption. The nearest downstream public water supply intake for Wrightsville Water Supply Company is located on the Susquehanna River, approximately 78 miles downstream. The discharge is not expected to affect the water supply.
The proposed final effluent limits for Outfall 001 based on a design flow of 1.04 MGD are:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum pH XXX XXX From 6.0 to 9.0 inclusive Dissolved Oxygen XXX XXX Minimum of 6.0 mg/l at all times Total Suspended Solids 217 434 25 50 62.5 CBOD5 (5-1 to 10-31) 104 208 12 24 30 (11-1 to 4-30) 217 434 25 50 62.5 NH3-N (5-1 to 10-31) XXX XXX 1.5 3.0 3.75 (11-1 to 4-30) XXX XXX 2.5 5.0 6.25 Total Phosphorus XXX XXX 2.0 4.0 5.0 Total Residual Chlorine XXX XXX XXX Monitor & Report
XXX In addition to the effluent limits, the permit contains the following major special conditions:
Interim and final effluent limitations based on relocation of Outfall 001 from unnamed tributary of Opossum Creek to Opossum Creek.
Individuals may make an appointment to review the DEP files on this case by calling the File Review Coordinator at (717) 705-4732.
The EPA waiver is in effect.
PA #0024902, Sewage, Upper Allen Township Board of Commissioners, 100 Gettysburg Pike, Mechanicsburg, PA 17055.
This facility is located in Upper Allen Township, Cumberland County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream Yellow Breeches Creek is in Watershed 7-E and classified for cold water fishes, water supply and recreation and fish consumption. The nearest downstream public water supply intake for United Water Company is located on Yellow Breeches Creek, approximately 11.72 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 1.10 MGD are:
Average Average Maximum Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) pH (S.U.) From 6.0 to 9.0 inclusive Dissolved Oxygen Minimum of 5.0 at all times Total Residual Chlorine 0.5 1.6 Total Suspended Solids 30 45 60 CBOD5 (5-1 to 10-31) 20 30 40 (11-1 to 4-30) 25 40 50 Total Phosphorus 2.0 4.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 26,000/100 ml as a geometric average Total Nitrogen Monitor & Report
Individuals may make an appointment to review the DEP files on this case by calling the File Review Coordinator at (717) 705-4732.
The EPA waiver is not in effect.
PA #0044113, Sewage, South Middleton Township Municipal Authority, 345 Criswell Drive, P. O. Box 8, Boiling Springs, PA 17007-0008.
This facility is located in Monroe Township, Cumberland County.
Description of activity: The application is for renewal of a NPDES permit for an existing discharge of treated sewage.
The receiving stream Yellow Breeches Creek is in Watershed 7-E and classified for high quality cold water fishes, water supply and recreation and fish consumption. The nearest downstream public water supply intake for United Water Company is located on Yellow Breeches Creek, approximately 19.48 miles downstream. The discharge is not expected to affect the water supply.
The proposed interim limits for Outfall 001 for a design flow of 0.75 MGD are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Total Residual Chlorine 1.0 2.0 Total Suspended Solids 30 45 60 CBOD5 (5-1 to 10-31) 20 30 40 (11-1 to 4-30) 25 40 50 Total Phosphorus 2.0 4.0 Total Nitrogen 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) 36,000/100 ml as a geometric average The proposed final limits for Outfall 001 for a design flow of 1.5 MGD are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Total Residual Chlorine 0.50 1.6 Total Suspended Solids 20 30 40 CBOD5 (5-1 to 10-31) 15 22 30 (11-1 to 4-30) 17.5 26 35 Total Phosphorus 1.5 3.0 Total Nitrogen Total Copper 0.10 0.25 NH3-N (5-1 to 10-31) 8.0 16 (11-1 to 4-30) 9.5 19 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) 26,000/100 ml as a geometric average Individuals may make an appointment to review the DEP files on this case by the File Review Coordinator at (717) 705-4732.
The EPA waiver is not in effect.
Application No. PA 0088927, Keating Farm, 1620 Beans Cove Road, Clearville, PA 15535.
John W. Keating submitted an application for an individual NPDES permit for an existing and expanding concentrated animal feeding operation (CAFO) known as Keating Farm, located on Beans Cove Road in South Hampton Township, Bedford County. The CAFO is situated near Lost Run, which is classified as High Quality--Cold Water Fishes (HQ-CWF). The CAFO is designed to maintain an animal population of 525 animal equivalent units (AEUs) consisting of 3,100 finishing pigs and 15 beef steers.
New facilities are proposed as part of this application. Manure generated at the existing barn is collected and stored underneath the confined structure and has a capacity of 444,579 gallons. Manure generated at the new barn is collected and stored underneath the confined structure and has a capacity of 575,100 gallons. A release or discharge to waters of the Commonwealth under normal operating conditions is not expected. Normal operating conditions are defined as conditions below a 25-year, 24-hour storm event.
The Department has conducted administrative and technical reviews of the application. Based on the preliminary review and application of lawful standards and regulations including the Final CAFO Strategy, the Department has made a tentative determination to issue an individual NPDES permit for the operation subject to the terms and conditions and monitoring and reporting requirements specified in the draft permit.
The permit application and proposed draft permit are on file at the Southcentral Regional Office of the Department. Individuals may make an appointment to review the files by calling the File Review Coordinator at (717) 705-4732.
The Environmental Protection Agency (EPA) permit review waiver provision under 40 CFR 123.24(e) does not apply to this individual NPDES permit.
Persons wishing to comment on the proposed permit are invited to submit written comments to the previous address within 30 days from the date of this public notice. Comments received within this 30-day period will be considered in formulating the Department's final determination regarding the application. All comments should include the name, address and telephone number of the writer and a concise statement to inform the Department of the basis of the comment and the relevant facts upon which it is based. A public meeting/hearing may be held if the Department considers the public response or interest significant.
Following the 30-day comment period, the Water Management Program Manager will make a final determination regarding the proposed permit. Notice of this determination will be published in the Pennsylvania Bulletin at which time the determination may be appealed to the Environmental Hearing Board.
__________
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745; (412) 442-4000.
PA0025674, Sewage, Franklin Township Municipal Sanitary Authority, 3001 Meadowbrook Road, Murrysville, PA 15668.
This application is for Renewal of an NPDES permit to discharge treated sewage from Meadowbrook Sewage Treatment Plant in Municipality of Murrysville, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Turtle 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.
Outfall 001: existing discharge, design flow of 4.2 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 (5-1 to 10-31) 10 15 20 (11-1 to 4-30) 20 30 40 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 2.0 3.0 4.0 (11-1 to 4-30) 4.5 6.8 9.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 2,000/100 ml as a geometric mean
Total Residual Chlorine .04 .12 Dissolved Oxygen not less than 6.0 mg/l
pH not less than 6.0 nor greater than 9.0 The EPA waiver is not in effect.
PA0218162, Sewage, Indiana County Municipal Services Authority, 827 Water Street, Indiana, PA 15701.
This application is for an amendment of an NPDES permit to discharge treated sewage from Creekside STP in Washington Township, Indiana County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Crooked 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: Buffalo Township Municipal Authority, Freeport Plant, on the Allegheny River.
Outfall 001: existing discharge, design flow of 0.15 mgd.
Concentration (mg/l)
Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 38 50 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 19.0 28.5 38.0 (11-1 to 4-30) 25.0 37.5 50.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 18,000/100 ml as a geometric mean
Dissolved Oxygen not less than 5.0 mg/l
pH not less than 6.0 nor greater than 9.0 Other Conditions: The following effluent limitations will apply if/when
the plant is expanded to a flow of 0.45 mgd.Outfall 001: existing discharge, design flow of 0.45 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 15 23 30 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 7.5 11.3 15.0 (11-1 to 4-30) 22.5 33.8 45.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 7,000/100 ml as a geometric mean
Dissolved Oxygen not less than 5.0 mg/l
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0218847, Sewage, Pyramid Healthcare, 1512 12th Avenue, Altoona, PA 16601.
This application is for Issuance of an NPDES permit to discharge treated sewage from Pyramid Healthcare Small Flow STP in Reade Township, Cambria County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Drainage Swale to Powell Run, 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: PA American Water Company, on the West Branch Susquehanna River near Milton.
Outfall 001: new discharge, design flow of 0.00191 mgd.
Concentration (mg/l)
Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 10 20 Suspended Solids 10 20 Ammonia Nitrogen (5-1 to 10-31) 3.0 6.0 (11-1 to 4-30) 9.0 18.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 2,000/100 as a geometric mean
Total Residual Chlorine Monitor and Report
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.
PA0218910, Sewage, Charlie Vrabel, Jr., 130 Dewy Lane, Gibsonia, PA 15044.
This application is for issuance of an NPDES permit to discharge treated sewage from Vrabel Small Flow STP in Richland Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary South Branch Glade Run, 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: Zelienople Municipal Water Works.
Outfall 001: new discharge, design flow of 0.001 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 60 Ammonia Nitrogen (5-1 to 10-31) 2.0 4.0 (11-1 to 4-30) 3.0 6.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 2,000/100 ml as a geometric mean
Total Residual Chlorine .03 .044 Dissolved Oxygen not less than 5.0 mg/l pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
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