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PA Bulletin, Doc. No. 12-48

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 &
Address
County &
Municipality
Stream Name
(Watershed No.)
EPA Waived
Y/N?
PA0029190
(Sewage)
Monsignor McHugh School
Route 390
Cresco, PA 18326
Monroe County
Paradise Township
Unnamed 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 &
Address
County &
Municipality
Stream Name
(Watershed #)
EPA Waived
Y/N?
PA0259853
(CAFO)
Hillandale Gettysburg, LP
370 Spicer Road
Gettysburg, PA 17325
Adams County
Tyrone Township
UNT to Conewago Creek /
7-F
Y
PA0008486
(IW)
Ahlstrom Filtration, LLC
122 West Butler Street
Mount Holly Springs, PA 17065-1218
Cumberland County
Mount Holly Springs Borough
Mountain Creek /
7-E
Y
PA0031631
(Sew)
Twin Valley School District
4851 North Twin Valley Road
Elverson, PA 19520-9310
Berks County
Caernarvon Township
East Branch Conestoga River /
7-J
Y
PA0083887
(Sew)
Brush Creek Country Estates
Brad Shover
225 Pine Hill Road
Landisburg, PA 17040
Bedford County
East Providence Township
Brush Creek /
11-C
Y
PA0087882
(Sew)
Vissagio's Ristorante
William Lumadue
6990 Wertzville Road
Enola, PA 17025
Cumberland County
Silver Spring Township
Simmons Creek /
7-B
Y

 Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701
NPDES No.
(Type)
Facility Name &
Address
County &
Municipality
Stream Name
(Watershed No.)
EPA Waived
Y/N?
PA0032816 A-1
(Sewage)
PA DOT I-80 Rest Area 33
Rest Area # 33
Lock Haven, PA 17745
Clinton County
Greene Township
Fishing Creek
(9-C)
Y
PA0228419
CAFO
Ideal Family Farms, LLC
89 BP Finishing Lane,
Beavertown, PA 17813
Snyder County
Beaver Township
Wetzel Run
06A
N

 ****Renewal individuals

Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481

NPDES No.
(Type)
Facility Name &
Address
County &
Municipality
Stream Name
(Watershed #)
EPA Waived
Y/N?
PA0222020
Kuhl Road Property Association SFTF
5775 Kuhl Road
Erie, PA 16510-4710
Erie County
Harborcreek Township
Unnamed Tributary to Fourmile Creek Y
PA0104191
National Fuel Gas Supply Heath Station
P. O. Box 2081
Erie, PA 16512-2081
Jefferson
Heath Township
Unnamed Tributary of Callen Run
17-B
Y

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)
AverageWeeklyInstant.AverageDailyInstant.
Parameters Monthly Average Minimum Monthly Maximum Maximum
Flow (MGD) Report Report
Daily Max
XXX 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 Avg
30
 Nov 1 - Apr 30 1250 1900 XXX 25 38
Wkly Avg
50
Total Suspended Solids 1500 2250 XXX 30 45
Wkly Avg
60
Fecal Coliform (CFU/100 ml) XXX XXX XXX 200
Geo Mean
XXX 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 Max
XXX 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)
AverageAverageAverageInstant.
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)
AverageAverageAverageInstant.
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)
AverageWeeklyAverageWeeklyInstant.
Parameters Monthly Average Minimum Monthly Average Maximum
Flow (MGD) Report Report
Daily Max
XXX 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 Mean
XXX 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)
AverageWeeklyAverageWeeklyInstant.
Parameters Monthly Average Minimum Monthly Average Maximum
Flow (MGD) Report Report
Daily Max
XXX 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 Mean
XXX 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)
AverageInstant.AverageInstant.
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)
AverageInstant.AverageInstant.
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)
AverageInstant.AverageInstant.
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)
AverageInstant.AverageInstant.
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)
AverageAverageInstant.
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)
AverageAverageInstant.
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)
AverageAverageInstant.
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)
AverageAverageInstant.
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)
AverageAverageInstant.
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)
AverageAverageInstant.
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)
AverageAverageInstant.
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)
AverageAverageInstant.
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)
AverageAverageInstant.
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)
AverageAverageInstant.
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)
AverageInstant.AverageInstant.
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)
AverageInstant.AverageInstant.
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)
AverageInstant.AverageInstant.
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)
AverageDailyAverageWeeklyInstant.
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 Avg
XXX 25 40 50
BOD5
 Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended Solids
 Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended Solids 15.0 22.5
Wkly Avg
XXX 30 45 60
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean
XXX 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 17701

PA0112411, 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)
AverageDailyAverageDailyInstant.
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 Mean
XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean
XXX 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)
AverageDailyAverageDailyInstant.
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; 412-442-4000

PA0013820, 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)
AverageDailyAverageDailyInstant.
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)
AverageDailyAverageDailyInstant.
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)
AverageDailyAverageDailyInstant.
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)
AverageDailyAverageDailyInstant.
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)
AverageDailyAverageDailyInstant.
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)
AverageDailyAverageDailyInstant.
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)
AverageDailyAverageDailyInstant.
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)
AverageDailyAverageDailyInstant.
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)
AverageDailyAverageDailyInstant.
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)
AverageDailyAverageDailyInstant.
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)
AverageDailyAverageDailyInstant.
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)
AverageDailyAverageDailyInstant.
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)
AverageDailyAverageDailyInstant.
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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