NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, actions and special notices
APPLICATIONS
[42 Pa.B. 207]
[Saturday, January 14, 2012]
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 regarding 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 (CAFO). This notice is provided in accordance with 25 Pa. Code Chapters 91 and 92a and 40 CFR Part 122, implementing The Clean Streams Law (35 P. S. §§ 691.1—691.1001) and the Federal Clean Water Act (33 U.S.C.A. §§ 1251—1376).
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 tentative determinations 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 United States 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 NPDES applications are invited to submit statements to the contact office noted before the application within 30 days from the date of this public notice. Persons wishing to comment on WQM permit applications are invited to submit statements to the 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. A comment submittal 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 public hearings on applications. A public hearing may be held if the responsible office considers the public response significant. If a hearing is scheduled, a notice of the hearing will be published in the Pennsylvania Bulletin and a newspaper of general circulation within the relevant geographical area. The Department will postpone its final determination until after a public hearing is held.
Persons with a disability who require an auxiliary aid, service, including TDD users, or other accommodations to seek additional information should contact the Department through the Pennsylvania AT&T Relay Service at (800) 654-5984.
I. NPDES Renewal Applications
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed No.)EPA Waived
Y/N?PA0029190
(Sewage)Monsignor McHugh School
Route 390
Cresco, PA 18326Monroe County
Paradise TownshipUnnamed Tributary to Paradise Creek
(1-E)Y
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110. Phone: 717-705-4707.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed #)EPA Waived
Y/N?PA0259853
(CAFO)Hillandale Gettysburg, LP
370 Spicer Road
Gettysburg, PA 17325Adams County
Tyrone TownshipUNT to Conewago Creek /
7-FY PA0008486
(IW)Ahlstrom Filtration, LLC
122 West Butler Street
Mount Holly Springs, PA 17065-1218Cumberland County
Mount Holly Springs BoroughMountain Creek /
7-EY PA0031631
(Sew)Twin Valley School District
4851 North Twin Valley Road
Elverson, PA 19520-9310Berks County
Caernarvon TownshipEast Branch Conestoga River /
7-JY PA0083887
(Sew)Brush Creek Country Estates
Brad Shover
225 Pine Hill Road
Landisburg, PA 17040Bedford County
East Providence TownshipBrush Creek /
11-CY PA0087882
(Sew)Vissagio's Ristorante
William Lumadue
6990 Wertzville Road
Enola, PA 17025Cumberland County
Silver Spring TownshipSimmons Creek /
7-BY
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed No.)EPA Waived
Y/N?PA0032816 A-1
(Sewage)PA DOT I-80 Rest Area 33
Rest Area # 33
Lock Haven, PA 17745Clinton County
Greene TownshipFishing Creek
(9-C)Y PA0228419
CAFOIdeal Family Farms, LLC
89 BP Finishing Lane,
Beavertown, PA 17813Snyder County
Beaver TownshipWetzel Run
06AN
****Renewal individualsNorthwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed #)EPA Waived
Y/N?PA0222020
Kuhl Road Property Association SFTF
5775 Kuhl Road
Erie, PA 16510-4710Erie County
Harborcreek TownshipUnnamed Tributary to Fourmile Creek Y PA0104191
National Fuel Gas Supply Heath Station
P. O. Box 2081
Erie, PA 16512-2081Jefferson
Heath TownshipUnnamed Tributary of Callen Run
17-BY
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Non-Waived Permit Applications
Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401
PA0027383, Sewage, SIC Code 4952, Southwest Delaware County Municipal Authority, One Gamble Lane, Aston, PA 19014. Facility Name: Southwest Delaware County Municipal Authority STP. This existing facility is located in Aston Township, Delaware County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated Sewage and stormwater.
The receiving stream(s), Baldwin Run and Chester Creek, are located in State Water Plan watershed 3-G 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 002 are based on a design flow of 6 MGD.
Mass (lb/day) Concentration (mg/l) Average Weekly Instant. Average Daily Instant. Parameters Monthly Average Minimum Monthly Maximum Maximum Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Dissolved Oxygen XXX XXX 3.0 Report XXX XXX Total Residual Chlorine XXX XXX XXX 0.1 XXX 0.3 CBOD5 May 1 - Oct 31 750 1150 XXX 15 23
Wkly Avg30 Nov 1 - Apr 30 1250 1900 XXX 25 38
Wkly Avg50 Total Suspended Solids 1500 2250 XXX 30 45
Wkly Avg60 Fecal Coliform (CFU/100 ml) XXX XXX XXX 200
Geo MeanXXX 1000 Ammonia-Nitrogen May 1 - Oct 31 150 XXX XXX 3.0 XXX 6.0 Nov 1 - Apr 30 450 XXX XXX 9.0 XXX 18.0 Total Copper 1.00 2.00
Daily MaxXXX 0.02 0.04 0.05 Free Available Cyanide XXX XXX XXX Report Report Report Total Thallium XXX XXX XXX Report Report Report Pentachlorophenol XXX XXX XXX Report Report Report Acrolein XXX XXX XXX Report Report Report Acrylonitrile XXX XXX XXX Report Report Report Dieldrin (Interim) (µg/L) XXX XXX XXX Report Report Report Dieldrin (Final) (µg/L) XXX XXX XXX 0.0004 0.0008 0.001 Vinyl Chloride XXX XXX XXX Report Report Report The proposed effluent limits for Outfall 003 are based on an average flow of stormwater run off.
Mass (lb/day) Concentration (mg/l) Average Average Average Instant. Parameters Monthly Weekly Minimum Monthly Maximum Maximum pH (S.U.) XXX XXX XXX XXX Report XXX CBOD5 XXX XXX XXX XXX Report XXX Chemical Oxygen Demand XXX XXX XXX XXX Report XXX Total Suspended Solids XXX XXX XXX XXX Report XXX Oil and Grease XXX XXX XXX XXX Report XXX Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX Total Phosphorus XXX XXX XXX XXX Report XXX Dissolved Iron XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 004 are based on an average flow of stormwater run off.
Mass (lb/day) Concentration (mg/l) Average Average Average Instant. Parameters Monthly Weekly Minimum Monthly Maximum Maximum pH (S.U.) XXX XXX XXX XXX Report XXX CBOD5 XXX XXX XXX XXX Report XXX Chemical Oxygen Demand XXX XXX XXX XXX Report XXX Total Suspended Solids XXX XXX XXX XXX Report XXX Oil and Grease XXX XXX XXX XXX Report XXX Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX Total Phosphorus XXX XXX XXX XXX Report XXX Dissolved Iron XXX XXX XXX XXX Report XXX In addition, the permit contains the following major special conditions:
A. Operator Notification
B. Average Weekly Definition
C. Remedial Measures
D. No Stormwater
E. Acquire Necessary Property Rights
F. Test Methods
G. Chlorine Minimization
H. Proper Sludge Disposal
I. Watershed TMDL/WLA Data
J. 2/ Month Sampling
K. Operation and Maintenance Plan
L. Laboratory Certification
M. Fecal Coliform Reporting
N. SSO Reporting
O. Offsite Wastewater Information
P. Compliance Schedule
Q. Stormwater Outfall Condition
R. Operation and Implementation of a Pretreatment Program
S. WQBEL at or below Detection Limits
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 484-250-5910.
The EPA Waiver is not in effect.
PA0050504, Sewage, SIC Code 4952, East Goshen Municipal Authority Chester County, 1580 Paoli Pike, West Chester, PA 19380-6107. Facility Name: East Goshen Municipal Authority STP & Sewer System. This existing facility is located in East Goshen Township, Chester 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), Ridley Creek, is located in State Water Plan watershed 3-G and is classified for High Quality Waters—Trout Stocking, 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 0.75 MGD.
Mass (lb/day) Concentration (mg/l) Average Weekly Average Weekly Instant. Parameters Monthly Average Minimum Monthly Average Maximum Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX CBOD5 May 1 - Oct 31 62 94 XXX 10 15 20 Nov 1 - Apr 30 125 188 XXX 20 30 40 BOD5 Raw Sewage Influent Report XXX XXX Report XXX XXX Total Suspended Solids Raw Sewage Influent Report XXX XXX Report XXX XXX Total Suspended Solids (Interim) 131 200 XXX 21 32 42 Total Suspended Solids (Final) 62 94 XXX 10 15 20 Fecal Coliform (CFU/100 ml) XXX XXX XXX 200
Geo MeanXXX 1,000 Ammonia-Nitrogen May 1 - Oct 31 16 XXX XXX 2.5 XXX 5.0 Nov 1 - Apr 30 44 XXX XXX 7.0 XXX 14.0 Total Phosphorus 3.0 XXX XXX 0.5 XXX 1.0 The proposed effluent limits for Outfall 002 are based on a design flow of 0.135 MGD.
Mass (lb/day) Concentration (mg/l) Average Weekly Average Weekly Instant. Parameters Monthly Average Minimum Monthly Average Maximum Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX CBOD5 May 1 - Oct 31 62 94 XXX 10 15 20 Nov 1 - Apr 30 125 188 XXX 20 30 40 Total Suspended Solids (Interim) 131 200 XXX 21 32 42 Total Suspended Solids (Final) 62 94 XXX 10 15 20 Fecal Coliform (CFU/100 ml) XXX XXX XXX 200
Geo MeanXXX 1,000 Ammonia-Nitrogen May 1 - Oct 31 16 XXX XXX 2.5 XXX 5.0 Nov 1 - Apr 30 44 XXX XXX 7.0 XXX 14.0 Total Phosphorus 3.0 XXX XXX 0.5 XXX 1.0 In addition, the permit contains the following major special conditions:
• Notification of the Operator
• Remedial Measures
• No Storm Water
• Sludge Disposal
• Lab Certification
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 484-250-5910.
The EPA Waiver is in effect.
PA0243914, Industrial Waste, SIC 3273, Delaware Valley Concrete Company, Inc., 248 East County Line Road, Hatboro, PA 19040.
This proposed facility is located in Plymouth Township, Montgomery County.
Description of Proposed Activity: The discharge of stormwater from a Ready-Mix Concrete Batch Plant property. This property is located at Conshohocken Road, Conshohocken, PA 19428.
The receiving stream, Schuylkill River, is in the State Water Plan watershed 3F and is classified for: WWF, MF, aquatic life, water supply, and recreation. The nearest downstream public water supply intake for Philadelphia Water Department—Queen Lane is located on Schuylkill River. This discharge is not expected to impact the water supply.
The proposed effluent limits for Outfall 001 is based on stormwater discharge.
Mass (lb/day) Concentration (mg/l) Instantaneous Average Maximum Average Maximum Maximum Parameters Monthly Daily Annual Daily mg/l Total Suspended Solids 50 100 100 pH Within 6.0 and 9.0 Standard Units
Oil and Grease Monitor Monitor In addition to the effluent limits, the permit contains the following major special conditions:
1. Implement Stormwater BMPs
2. Adopt Remedial Measures
3. Change of Ownership
4. Proper Disposal of Solids
5. Definition 10-Year, 24-Hour Rainfall Event
6. Requirements Applicable to Stormwater
PA0012424, SIC Code 2816, Mcadoo & Allen Inc., 201 South Hellertown Avenue, Quakertown, PA 18951-1768. Facility Name: Quaker Color Pigment Manufacturing Plant. This existing facility is located in Quakertown Borough, Bucks County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of noncontact cooling water and stormwater.
The receiving stream(s), Beaver Run, is located in State Water Plan watershed 2-D and is classified for Trout Stocking, 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 0.0264 MGD.
Mass (lb/day) Concentration (mg/l) Average Instant. Average Instant. Parameters Monthly Minimum Monthly Maximum Flow (MGD) Report XXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Temperature (°F) XXX XXX XXX XXX XXX 110 The proposed effluent limits for Outfall 002 are based on a design flow of 0.0264 MGD.
Mass (lb/day) Concentration (mg/l) Average Instant. Average Instant. Parameters Monthly Minimum Monthly Maximum Flow (MGD) Report XXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Temperature (°F) XXX XXX XXX XXX XXX 110 The proposed effluent limits for Outfall 003 are based on a design flow of 0.0264 MGD.
Mass (lb/day) Concentration (mg/l) Average Instant. Average Instant. Parameters Monthly Minimum Monthly Maximum Flow (MGD) Report XXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Temperature (°F) XXX XXX XXX XXX XXX 110 The proposed effluent limits for Outfall 004 are based on a design flow of 0.0264 MGD.
Mass (lb/day) Concentration (mg/l) Average Instant. Average Instant. Parameters Monthly Minimum Monthly Maximum Flow (MGD) Report XXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Temperature (°F) XXX XXX XXX XXX XXX 110 The proposed effluent limits for Outfall 005 are:
Mass (lb/day) Concentration (mg/l) Average Average Instant. Parameters Monthly Minimum Monthly Maximum pH (S.U.) XXX XXX XXX XXX XXX Report CBOD5 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 The proposed effluent limits for Outfall 006 are:
Mass (lb/day) Concentration (mg/l) Average Average Instant. Parameters Monthly Minimum Monthly Maximum pH (S.U.) XXX XXX XXX XXX XXX Report CBOD5 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 The proposed effluent limits for Outfall 007 are:
Mass (lb/day) Concentration (mg/l) Average Average Instant. Parameters Monthly Minimum Monthly Maximum pH (S.U.) XXX XXX XXX XXX XXX Report CBOD5 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 The proposed effluent limits for Outfall 008 are:
Mass (lb/day) Concentration (mg/l) Average Average Instant. Parameters Monthly Minimum Monthly Maximum pH (S.U.) XXX XXX XXX XXX XXX Report CBOD5 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 The proposed effluent limits for Outfall 009 are:
Mass (lb/day) Concentration (mg/l) Average Average Instant. Parameters Monthly Minimum Monthly Maximum pH (S.U.) XXX XXX XXX XXX XXX Report CBOD5 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 The proposed effluent limits for Outfall 010 are:
Mass (lb/day) Concentration (mg/l) Average Average Instant. Parameters Monthly Minimum Monthly Maximum pH (S.U.) XXX XXX XXX XXX XXX Report CBOD5 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 The proposed effluent limits for Outfall 011 are:
Mass (lb/day) Concentration (mg/l) Average Average Instant. Parameters Monthly Minimum Monthly Maximum pH (S.U.) XXX XXX XXX XXX XXX Report CBOD5 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 The proposed effluent limits for Outfall 012 are:
Mass (lb/day) Concentration (mg/l) Average Average Instant. Parameters Monthly Minimum Monthly Maximum pH (S.U.) XXX XXX XXX XXX XXX Report CBOD5 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 The proposed effluent limits for Outfall 013 are:
Mass (lb/day) Concentration (mg/l) Average Average Instant. Parameters Monthly Minimum Monthly Maximum pH (S.U.) XXX XXX XXX XXX XXX Report CBOD5 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 The proposed effluent limits for Outfall 014 are:
Mass (lb/day) Concentration (mg/l) Average Average Instant. Parameters Monthly Minimum Monthly Maximum pH (S.U.) XXX XXX XXX XXX XXX Report CBOD5 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 The proposed effluent limits for Outfall 105 are:
Mass (lb/day) Concentration (mg/l) Average Instant. Average Instant. Parameters Monthly Minimum Monthly Maximum Flow (MGD) Internal Monitoring Point Report XXX XXX XXX XXX XXX pH (S.U.) Internal Monitoring Point XXX XXX 6.0 XXX XXX 9.0 Temperature (°F) Internal Monitoring Point XXX XXX XXX XXX XXX 110 The proposed effluent limits for Outfall 106 are:
Mass (lb/day) Concentration (mg/l) Average Instant. Average Instant. Parameters Monthly Minimum Monthly Maximum Flow (MGD) Internal Monitoring Point Report XXX XXX XXX XXX XXX pH (S.U.) Internal Monitoring Point XXX XXX 6.0 XXX XXX 9.0 Temperature (°F) Internal Monitoring Point XXX XXX XXX XXX XXX 110 The proposed effluent limits for Outfall 109 are:
Mass (lb/day) Concentration (mg/l) Average Instant. Average Instant. Parameters Monthly Minimum Monthly Maximum Flow (MGD) Internal Monitoring Point Report XXX XXX XXX XXX XXX pH (S.U.) Internal Monitoring Point XXX XXX 6.0 XXX XXX 9.0 Temperature (°F) Internal Monitoring Point XXX XXX XXX XXX XXX 110 In addition, the permit contains the following major special conditions:
• No Chemical Additives
• Change of Ownership
• Temp. of the receiving stream
• TMDL/WLA Analysis
• I-Max Sampling
• 2/Month Sampling
• Stormwater Outfalls
• Special Protection Water (SPW) discharge
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 484-250-5910.
The EPA Waiver is in effect.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110. Phone: 717-705-4707.PA0084883, Sewage, SIC Code 4952, Broad Top City Borough Huntingdon County, P O Box 220, Broad Top, PA 16621-0220. Facility Name: Broad Top City Borough STP. This existing facility is located in Broad Top City Borough, Huntingdon 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 Shoup Run, is located in State Water Plan watershed 11-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 0.06 MGD.
Mass (lb/day) Concentration (mg/l) Average Daily Average Weekly Instant. Parameters Monthly Maximum Minimum Monthly Average Maximum Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX Total Residual Chlorine XXX XXX XXX 0.5 XXX 1.6 CBOD5 12.5 20.0
Wkly AvgXXX 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 15.0 22.5
Wkly AvgXXX 30 45 60 Fecal Coliform (CFU/100 ml) May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo MeanXXX 10,000 Total Phosphorus 1.0 XXX XXX 2.0 XXX 4.0 You 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.
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701PA0112411, Sewage, SIC Code 6515, Mark Ridgebury Association LP—D/B/A Hillside Acres, 17 Hillside Acres, Gillett, PA 16925-9621. Facility Name: Hillside Acres MHP. This existing facility is located in Ridgebury Township, Bradford 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 Buck Creek, is located in State Water Plan watershed 4-B 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 0.009 MGD.
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Total Residual Chlorine XXX XXX XXX 1.0 XXX 3.0 CBOD5 May 1 - Sep 30 XXX XXX XXX 10 XXX 20 Oct 1 - Apr 30 XXX XXX XXX 20 XXX 40 Total Suspended Solids May 1 - Sep 30 XXX XXX XXX 10 XXX 20 Oct 1 - Apr 30 XXX XXX XXX 20 XXX 40 Fecal Coliform (CFU/100 ml) May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo MeanXXX 10,000 Ammonia-Nitrogen May 1 - Oct 31 XXX XXX XXX 23 XXX 46 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-327-3693.
The EPA Waiver is in effect.
PA0234036, SIC Code, Reagent Chemicals & Research Inc., 115 Us Highway 202, Ringoes, NJ 08851. Facility Name: Reagent Chemicals Williamsport Site. This proposed facility is located in Williamsport City, Lycoming County.
Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated rinse water from HCl trucks and from stormwater.
The receiving stream(s), Unnamed Tributary of West Branch Susquehanna River, is located in State Water Plan watershed 10-A 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 0.00005 MGD.
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Total Suspended Solids XXX XXX XXX 30 60 75 Total Dissolved Solids XXX XXX XXX Report Report XXX Oil and Grease XXX XXX XXX 15 XXX 30 In addition, the permit contains the following major special conditions:
• Stormwater requirements
• Proper disposal of sludge
• Receiving stream impact condition
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-327-3693.
The EPA Waiver is in effect.
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745; 412-442-4000PA0013820, Industrial Waste, SIC Code 3312, Allegheny Ludlum Steel Corp, 100 River Road, Brackenridge, PA 15014-1537. Facility Name: Allegheny Ludlum Brackenridge Plant. This existing facility is located in Harrison Township, Allegheny County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for existing discharges of treated industrial waste, a proposed addition of a hot rolling processing facility wastewater discharge, non-contact cooling water discharges, and storm water runoff.
The receiving stream(s), the Allegheny River is located in State Water Plan watershed 18-A 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 variable storm water runoff volume.
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Flow (MGD) XXX Monitor & Report
XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Total Suspended Solids XXX XXX XXX XXX Monitor & Report
XXX Total Dissolved Solids XXX XXX XXX XXX Monitor & Report
XXX Total Aluminum XXX XXX XXX XXX Monitor & Report
XXX Total Iron XXX XXX XXX XXX Monitor & Report
XXX Total Manganese XXX XXX XXX XXX Monitor & Report
XXX The proposed effluent limits for Outfall 002 are based on a design flow of 3.85 MGD.
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Flow (MGD) Monitor & Report
XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Temperature (°F) XXX XXX XXX Monitor & Report
110 XXX Total Suspended Solids XXX XXX XXX 30 60 XXX Total Dissolved Solids XXX XXX XXX XXX Monitor & Report
XXX Total Iron XXX XXX XXX XXX Monitor & Report
XXX Total Aluminum XXX XXX XXX XXX Monitor & Report
XXX Total Manganese XXX XXX XXX XXX Monitor & Report
XXX Bromide XXX XXX XXX Monitor & Report
The proposed effluent limits for Outfall 102 are based on a design flow of 2.85 MGD.
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Flow (MGD) Monitor & Report
XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Total Residual Chlorine XXX XXX XXX 0.5 1.0 XXX Total Suspended Solids 1260 3142 XXX 15 40 50 Oil and Grease 243 983 XXX Monitor & Report
10 12.5 Ammonia-Nitrogen 1193 2702 XXX 58.6 133.3 167 Total Cyanide 2.55 5.99 XXX 0.12 0.29 0.36 Fluoride 552 1225 XXX 26.4 59.5 74.4 Total Iron XXX XXX XXX 0.61 1.20 1.5 Total Lead (MGD) 4.1 8.54 XXX 0.20 0.42 0.53 Total Titanium XXX XXX XXX 0.41 0.94 1.18 Total Zinc 12.48 29.6 XXX 0.61 1.46 1.83 The proposed effluent limits for Outfall 003 are based on a design flow of 12.6 MGD.
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Flow (MGD) Monitor & Report
XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Temperature (°F) XXX XXX XXX Monitor & Report
110 XXX Total Suspended Solids XXX XXX XXX Monitor & Report
XXX Total Dissolved Solids XXX XXX XXX XXX Monitor & Report
XXX Oil and Grease XXX XXX XXX Monitor & Report
XXX Total Aluminum XXX XXX XXX Monitor & Report
XXX Total Iron XXX XXX XXX Monitor & Report
XXX Total Manganese XXX XXX XXX Monitor & Report
XXX Bromide XXX XXX XXX Monitor & Report
XXX The proposed effluent limits for Outfall 103 are based on a design flow of 27.5 MGD.
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Flow (MGD) Monitor & Report
XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Total Residual Chlorine XXX XXX XXX 0.5 1.0 XXX Total Suspended Solids 2723 7268 XXX 15 40 50 Oil and Grease Monitor & Report
1820 XXX Monitor & Report
10 12.5 The proposed effluent limits for Outfall 004 are based on a design flow of 1.0 MGD.
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Flow (MGD) Monitor & Report
XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX 9.0 XXX Temperature (°F) XXX XXX XXX Monitor & Report
110 XXX Total Dissolved Solids XXX XXX XXX Monitor & Report
XXX Nitrate-Nitrite as N XXX XXX XXX Monitor & Report
XXX Total Magnesium XXX XXX XXX Monitor & Report
XXX Total Aluminum XXX XXX XXX Monitor & Report
XXX Bromide XXX XXX XXX Monitor & Report
XXX The proposed effluent limits for Outfall 104 are based on a design flow of 0.9 MGD.
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Flow (MGD) Monitor & Report
XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.5 Total Residual Chlorine XXX XXX XXX 0.5 1.0 XXX Total Suspended Solids 698 1627 XXX 30 70 87.5 Oil and Grease 221 664 XXX 10 30 30 Total Chromium 9.29 23.2 XXX 0.4 1.0 1.25 Total Iron XXX XXX XXX 7.3 14.6 18.3 Total Nickel 6.98 19.9 XXX 0.3 0.9 1.13 Temperature (°F) XXX XXX XXX XXX 110 XXX The proposed effluent limits for Outfall 005 are based on a design flow of 13 MGD.
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Flow (MGD) Monitor & Report
XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX 9.0 XXX Temperature (°F) XXX XXX XXX Monitor & Report
110 XXX Total Dissolved Solids XXX XXX XXX XXX Monitor & Report
XXX Total Iron XXX XXX XXX XXX Monitor & Report
XXX Total Aluminum XXX XXX XXX XXX Monitor & Report
XXX Bromide XXX XXX XXX Monitor & Report
XXX The proposed effluent limits for Outfall 007 are based on a variable storm water runoff volume.
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Total Dissolved Solids XXX XXX XXX XXX Monitor & Report
XXX Total Iron XXX XXX XXX XXX Monitor & Report
XXX Total Zinc XXX XXX XXX XXX Monitor & Report
XXX The proposed effluent limits for Outfall 008 are based on a variable storm water runoff volume.
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Total Dissolved Solids XXX XXX XXX XXX Monitor & Report
XXX The proposed effluent limits for Outfall 901 are based on a variable storm water runoff volume.
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Total Dissolved Solids XXX XXX XXX XXX Monitor & Report
XXX The proposed effluent limits for Outfall 904 are based on a variable storm water runoff volume.
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Total Dissolved Solids XXX XXX XXX XXX Monitor & Report
XXX The proposed effluent limits for Outfall 908 are based on a variable storm water runoff volume.
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Total Dissolved Solids XXX XXX XXX XXX Monitor & Report
XXX Outfalls 906 and 907 shall consist solely of river water intake strainer overflow. Debris collected on the strainer shall not be returned to the waterway.
In addition, the permit contains the following major special conditions:
• Discharge monitoring submission, controls of discharges of floating materials, oil, grease, scum and other substances, sludge disposal conditions, chemical additive conditions, storm water runoff conditions,
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.
The EPA Waiver is not in effect.
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