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PA Bulletin, Doc. No. 20-1580

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

APPLICATIONS

[50 Pa.B. 6408]
[Saturday, November 14, 2020]

THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

APPLICATIONS FOR NATIONAL POLLUTANT 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. In accordance with 25 Pa. Code § 92a.32(d), the proposed discharge of stormwater associated with construction activities will be managed in accordance with the requirements of 25 Pa. Code Chapter 102. 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: Clean Water Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915, Email: RA-EPNPDES_NERO@pa.gov.

NPDES No. (Type) Facility Name & Address County & Municipality Stream Name
(Watershed #) 		EPA Waived Y/N?
PA0011185 (Industrial) Air Products & Chemicals, Inc.
7201 Hamilton Boulevard
Allentown, PA 18195-1501 		Lehigh County Upper Macungie Township Iron Run
(HQ-CWF)
(2-C) 		Y
PA0011517 (Industrial) Keystone Cement Company
Route 329, Box A
Bath, PA 18014-0058 		Northampton County East Allen Township Monocacy Creek (HQ-CWF, MF)
(2-C) 		Y
PA0275654 (Storm Water) Wal-Mart Distribution Center
No. 6080
702 SW 8th Street
MS 0505
Bentonville, AR 72716-0505 		Monroe County Coolbaugh Township Pollys Run
(HQ-CWF, MF)
(2-A) 		Y
 Southcentral Region: Clean Water Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, Email: RA-EPNPDES_SCRO@pa.gov.
NPDES No. (Type) Facility Name & Address County & Municipality Stream Name
(Watershed #) 		EPA Waived Y/N?
PA0083607 (Sewage) Union Township, Lebanon County Lickdale STP
3111 SR 72
Jonestown, PA 17038 		Lebanon County Union Township Forge Creek/7-D Y
PA0024040 (Sewage) Highspire Wastewater
Treatment Plant
Industrial Road
Highspire, PA 17034 		Dauphin County Highspire Borough Clark-Paxton Creeks/7-C Y
PA0082198 (Sewage) Peters Township Board of Supervisors 5000 Steele Ave.
P.O. Box 88
Lemasters, PA 17231-9800 		Franklin County Peters Township Unt Conocheague Creek/13-C Y
 Northwest Region: Clean Water Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481, Phone: 814-332-6942, Email: RA-EPNPDES_NWRO@pa.gov.
NPDES No. (Type) Facility Name & Address County & Municipality Stream Name
(Watershed #) 		EPA Waived Y/N?
PA0223051 (Sewage) Connoquenessing Borough STP
P.O. Box 471
Connoquenessing, PA 16027 		Butler County Connoquenessing Borough Unnamed Tributary to the Connoquenessing Creek (WWF)
(20-C) 		Y
PA0221961 A-1 (Sewage) Timberlee Valley STP
800 South Washington Street
Evans City, PA 16033 		Butler County Connoquenessing Township Crab Run
(CWF)
(20-C) 		Y
PA0239381 (Sewage) Silva SRSTP
1410 Old Mail Route Road
Seligman, MO 65745-9227 		Warren County Deerfield Township Rock Hollow Run
(EV (existing use))
(16-F) 		Y
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Non-Waived Permit Applications.

 Southeast Region: Clean Water Program Manager, 2 East Main Street, Norristown, PA 19401, Email: RA-EPNPDES_SERO@pa.gov.

 PA0031771, Sewage, SIC Code 4952, Westtown Township, P.O. Box 79, Westtown, PA 19395-0079. Facility Name: Westtown-Chester Creek STP. This existing facility is located in Westtown 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, East Branch Chester Creek (TSF, MF), is located in State Water Plan watershed 3-G and is classified for Migratory Fishes and 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 .495 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average 		Daily
Minimum 		Average Monthly Weekly
Average 		IMAX
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0
Inst Min 		XXX XXX XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
 Nov 1 - Apr 30 103 165 XXX 25 40 50
 May 1 - Oct 31 62 95 XXX 15 23 30
 Raw Sewage Influent Report XXX XXX Report XXX XXX
Biochemical Oxygen
 Demand (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 124 186 XXX 30 45 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000*
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
Ultraviolet light intensity (µw/cm2) XXX XXX Report XXX XXX XXX
Total Nitrogen Report XXX XXX Report XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 31 XXX XXX 7.5 XXX 15
 May 1 - Oct 31 10 XXX XXX 2.5 XXX 5
Total Phosphorus
 Nov 1 - Apr 30 8.2 XXX XXX 2.0 XXX 4
 May 1 - Oct 31 4.1 XXX XXX 1.0 XXX 2
Copper, Total 0.12 0.23
Daily Max 		XXX 0.028 0.056
Daily Max 		0.07

 *Shall not exceed in more than 10% of samples.

 The proposed effluent limits for Outfall 001 are based on a design flow of .495 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average 		Daily
Minimum 		Average Monthly Weekly
Average 		IMAX
Total Dissolved Solids XXX Report
Daily Max 		XXX XXX Report
Daily Max 		XXX

 Sludge use and disposal description and location(s): Sludge is hauled away to Other WWTP.

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

 A. No Stormwater

 B. Acquire Necessary Property Rights

 C. Proper Sludge Disposal

 D. Operator Notification

 E. TMDL/WLA Analysis

 F. Fecal Coliform Reporting

 G. Solids Management

 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.

 PA0011568, Industrial, SIC Code 3312, 3398, Arcelormittal Plate LLC, 139 Modena Road, Coatesville, PA 19320-4036. Facility Name: Arcelormittal Plate LLC Coatesville Plant. This existing facility is located in Coatesville City, Chester County.

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

 The receiving streams, West Branch Brandywine Creek (WWF, MF) and Sucker Run (WWF, MF), are located in State Water Plan watershed 3-H and is classified for Migratory Fishes and 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 0.576 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Average Monthly Average Quarterly Daily
Maximum 		IMAX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		26.6
Avg Qrtly 		XXX XXX 5.0 XXX XXX
Fecal Coliform (No./100 ml) XXX XXX XXX XXX XXX 1,000
Total Nitrogen 30.9
Avg Qrtly 		XXX XXX Report XXX XXX
Ammonia-Nitrogen 2.6
Avg Qrtly 		XXX XXX 0.5 XXX XXX
Total Phosphorus 1.6
Avg Qrtly 		XXX XXX 0.3 XXX XXX
Antimony, Total XXX XXX XXX Report XXX XXX
Cadmium, Total XXX XXX XXX Report XXX XXX
Copper, Total XXX XXX XXX Report XXX XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.576 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Average Monthly Average Quarterly Daily
Maximum 		IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.5
Inst Min 		XXX XXX XXX
Temperature (deg F) (°F) XXX XXX XXX XXX XXX 110
Total Suspended Solids 144 288 XXX 30
Avg Mo 		60 75
Oil and Grease 72 XXX XXX 15
Avg Mo 		XXX 30
Lead, Total 0.16 0.25 0.033 XXX 0.052
Daily Max 		0.083
Zinc, Total 1.01 2.99 Report XXX 0.62
Daily Max 		0.78

 The proposed effluent limits for Outfall 016 are based on a design flow of 0.397 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Average Monthly Average Quarterly Daily
Maximum 		IMAX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		21
Avg Qrtly 		XXX XXX 5.0
Avg Qrtly 		XXX XXX
Fecal Coliform (No./100 ml) XXX XXX XXX XXX XXX 1,000
Total Nitrogen 33
Avg Qrtly 		XXX XXX 10.0
Avg Qrtly 		XXX XXX
Ammonia-Nitrogen 2.09
Avg Qrtly 		XXX XXX 0.5
Avg Qrtly 		XXX XXX
Total Phosphorus 1.25
Avg Qrtly 		XXX XXX 0.3
Avg Qrtly 		XXX XXX

 The proposed effluent limits for Outfall 016 are based on a design flow of 0.397 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Average Monthly Average Quarterly Daily
Maximum 		IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Dissolved Oxygen XXX XXX 6.4
Inst Min 		XXX XXX XXX
Temperature (deg F) (°F) XXX XXX XXX XXX XXX 110
Total Suspended Solids 99 199 30.0 XXX 60.0 75
Oil and Grease 50 XXX 15 XXX XXX 30
Chromium, Hexavalent XXX XXX Report XXX XXX XXX
Copper, Total XXX XXX Report XXX Report XXX
Fluoride, Total XXX XXX Report XXX Report XXX
Fluoride, Total
Upstream Monitoring 		XXX XXX Report XXX Report XXX
Iron, Total XXX XXX Report XXX XXX XXX
Lead, Total XXX XXX Report XXX XXX XXX
Nickel, Total Report XXX Report XXX Report XXX

 The proposed effluent limits for Outfall 900 are based on a design flow of Stormwater.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum 		IMAX
pH (S.U.) XXX XXX XXX Report Report XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		XXX XXX XXX Report Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX Report Report XXX
Total Suspended Solids XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX Report Report XXX
Arsenic, Total XXX XXX XXX Report Report XXX
Cadmium, Total XXX XXX XXX Report Report XXX
Chromium, Total XXX XXX XXX Report Report XXX
Copper, Total XXX XXX XXX Report Report XXX
Fluoride, Total XXX XXX XXX Report Report XXX
Iron, Dissolved XXX XXX XXX Report Report XXX
Lead, Total XXX XXX XXX Report Report XXX
Nickel, Total XXX XXX XXX Report Report XXX
Zinc, Total XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 960 are based on a design flow of Stormwater.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum 		IMAX
pH (S.U.) XXX XXX XXX Report Report XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		XXX XXX XXX Report Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX Report Report XXX
Total Suspended Solids XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX Report Report XXX
Arsenic, Total XXX XXX XXX Report Report XXX
Cadmium, Total XXX XXX XXX Report Report XXX
Chromium, Total XXX XXX XXX Report Report XXX
Copper, Total XXX XXX XXX Report Report XXX
Fluoride, Total XXX XXX XXX Report Report XXX
Iron, Dissolved XXX XXX XXX Report Report XXX
Lead, Total XXX XXX XXX Report Report XXX
Nickel, Total XXX XXX XXX Report Report XXX
Zinc, Total XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 985 are based on a design flow of Stormwater.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum 		IMAX
pH (S.U.) XXX XXX XXX Report Report XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		XXX XXX XXX Report Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX Report Report XXX
Total Suspended Solids XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX Report Report XXX
Arsenic, Total XXX XXX XXX Report Report XXX
Cadmium, Total XXX XXX XXX Report Report XXX
Chromium, Total XXX XXX XXX Report Report XXX
Copper, Total XXX XXX XXX Report Report XXX
Fluoride, Total XXX XXX XXX Report Report XXX
Iron, Dissolved XXX XXX XXX Report Report XXX
Lead, Total XXX XXX XXX Report Report XXX
Nickel, Total XXX XXX XXX Report Report XXX
Zinc, Total XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 988 are based on a design flow of Stormwater.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum 		IMAX
pH (S.U.) XXX XXX XXX Report Report XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		XXX XXX XXX Report Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX Report Report XXX
Total Suspended Solids XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX Report Report XXX
Arsenic, Total XXX XXX XXX Report Report XXX
Cadmium, Total XXX XXX XXX Report Report XXX
Chromium, Total XXX XXX XXX Report Report XXX
Copper, Total XXX XXX XXX Report Report XXX
Fluoride, Total XXX XXX XXX Report Report XXX
Iron, Dissolved XXX XXX XXX Report Report XXX
Lead, Total XXX XXX XXX Report Report XXX
Nickel, Total XXX XXX XXX Report Report XXX
Zinc, Total XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 992 are based on a design flow of Stormwater.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum 		IMAX
pH (S.U.) XXX XXX XXX Report Report XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		XXX XXX XXX Report Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX Report Report XXX
Total Suspended Solids XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX Report Report XXX
Arsenic, Total XXX XXX XXX Report Report XXX
Cadmium, Total XXX XXX XXX Report Report XXX
Chromium, Total XXX XXX XXX Report Report XXX
Copper, Total XXX XXX XXX Report Report XXX
Fluoride, Total XXX XXX XXX Report Report XXX
Iron, Dissolved XXX XXX XXX Report Report XXX
Lead, Total XXX XXX XXX Report Report XXX
Nickel, Total XXX XXX XXX Report Report XXX
Zinc, Total XXX XXX XXX Report Report XXX

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

 • Other Requirements

  o Acquire necessary property rights

  o Sludge disposal requirement

  o WQM permit superseded by NPDES permit

  o BAT/BCT more stringent than current permit limits

  o No change in the stream temperature of more than 2°F

  o DMT study

 • Chemical Additives

 • Requirements Applicable to Stormwater Outfalls

 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.

 PA0244732, Sewage, SIC Code 8811, Huber Mark, 1305 Yellow Springs Road, Chester Springs, PA 19425-1505. Facility Name: Huber SRSTP. This existing facility is located in East Pikeland Township, Chester County.

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

 The receiving stream(s), Pine Creek (HQ-TSF, MF), is located in State Water Plan watershed 3-D and is classified for MF and 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 .0004 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Annual
Average 		Maximum IMAX
Flow (MGD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX 9.0 XXX
Dissolved Oxygen XXX XXX 6.0 XXX XXX XXX
Biochemical Oxygen
 Demand (BOD5) 		XXX XXX XXX 10.0 XXX 20
Total Suspended Solids XXX XXX XXX 10.0 XXX 20
Fecal Coliform (CFU/100 ml) XXX XXX XXX 200
Geo Mean 		XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
Ammonia-Nitrogen XXX XXX XXX 3.0 XXX XXX
Total Phosphorus XXX XXX XXX Report XXX XXX

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

 I. Other Requirements:

  A. AMR submission

  B. DMR submission

  C. Depth of septage

  D. Solids handling

  E. No stormwater

  F. Property rights

  G. Sludge removal

  H. Abandon use

  I. UV light cleaning

 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: Clean Water Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, Email: RA-EPNPDES_SCRO@pa.gov.

 PA0246565, Industrial, SIC Code 3273, Kinsley Concrete Co., 2700 Water Street, York, PA 17403-9306. Facility Name: Kinsley Concrete Plant. This existing facility is located in Spring Garden Township, York County.

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

 The receiving stream(s), Unnamed Tributary to Codorus Creek (WWF), is located in State Water Plan watershed 7-H 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 .018 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Semi-Annual
Average 		Maximum IMAX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Total Suspended Solids XXX XXX XXX Report
Avg Mo 		XXX 50

 The proposed effluent limits for Outfall 001 are based on a design flow of .018 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Semi-Annual
Average 		Maximum IMAX
pH (S.U.)
 Upstream Monitoring XXX XXX Report
Inst Min 		XXX XXX Report
pH (S.U.)
 Downstream Monitoring XXX XXX Report
Inst Min 		XXX XXX Report
Total Suspended Solids
 Upstream Monitoring XXX XXX XXX Report XXX Report
Total Suspended Solids
 Downstream Monitoring XXX XXX XXX Report XXX Report

 The proposed effluent limits for Outfall 001 are based on a design flow of .018 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Semi-Annual
Average 		Maximum IMAX
Oil and Grease XXX XXX XXX Report
Avg Qrtly 		XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report
Avg Qrtly 		XXX XXX
Total Phosphorus XXX XXX XXX Report
Avg Qrtly 		XXX XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of .018 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Minimum Average Monthly Daily
Maximum 		IMAX
Cadmium, Total XXX XXX XXX Report
Avg Qrtly 		XXX XXX
Copper, Total XXX XXX XXX Report
Avg Qrtly 		XXX XXX
Lead, Total XXX XXX XXX Report
Avg Qrtly 		XXX XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of .018 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Total Suspended Solids XXX XXX XXX Report XXX 50
Total Dissolved Solids Report Report XXX Report Report XXX
Aluminum, Total 3.80 7.61 XXX 0.843 1.69 2.11
Chromium, Hexavalent 0.08 0.18 XXX 0.018 0.04 0.05
Iron, Dissolved 2.37 4.73 XXX 0.526 1.05 1.32
Sulfate, Total Report Report XXX Report Report XXX
Chloride Report Report XXX Report Report XXX
Bromide Report Report XXX Report Report XXX
Phenolics, Total Report Report XXX Report Report XXX

 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.

 PA0082163, Sewage, SIC Code 4952, New Life For Girls Inc., P.O. Box 170, Dover, PA 17315-0170. Facility Name: New Life For Girls Home. This existing facility is located in Conewago Township, York County.

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

 The receiving stream(s), Unnamed Tributary to Laurel Run (WWF), is located in State Water Plan watershed 7-F 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 .005 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Nitrate-Nitrite as N XXX XXX XXX Report
Semi Avg 		XXX XXX
Nitrate-Nitrite as N
 (Total Load, lbs) (lbs) 		XXX Report
Semi Avg 		XXX XXX XXX XXX
Total Nitrogen
 (Total Load, lbs) (lbs) 		XXX Report
Semi Avg 		XXX XXX XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report
Semi Avg 		XXX XXX
Total Kjeldahl Nitrogen
 (Total Load, lbs) (lbs) 		XXX Report
Semi Avg 		XXX XXX XXX XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .005 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0
Inst Min 		XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.37 XXX 1.21
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		XXX XXX XXX 25 XXX 50
Total Suspended Solids XXX XXX XXX 30 XXX 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX 12.9 XXX 25.0
 May 1 - Oct 31 XXX XXX XXX 4.3 XXX 8.6
(Total Load, lbs) (lbs) XXX Report
Total Wkly 		XXX XXX XXX XXX
Total Phosphorus XXX XXX XXX 2.0 XXX 4.0
(Total Load, lbs) (lbs) XXX Report
Wkly Avg 		XXX XXX XXX XXX

 Sludge use and disposal description and location(s): Offsite Location.

 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.

 PA0043567, Sewage, SIC Code 4952, York Springs Municipal Authority Adams County, 311 Main Street, York Springs, PA 17372-0222. Facility Name: York Springs STP. This existing facility is located in York Springs Borough, Adams 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), Gardner Run (WWF), is located in State Water Plan watershed 7-F 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 0.12 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average 		Average Monthly Weekly
Average 		Maximum IMAX
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0
Inst Min 		XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX 0.02
Inst Min 		XXX XXX 0.06
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		15.0 22.0 15.0 22.0 XXX 30.0
Total Suspended Solids 30.0 45.0 30.0 45.0 XXX 60.0
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent Report Report Report XXX XXX XXX
Total Suspended Solids
 Raw Sewage Influent Report Report Report XXX XXX XXX
Fecal Coliform (No./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 1.5 XXX 1.5 XXX XXX 3.0
 Nov 1 - Apr 30 4.5 XXX 4.5 XXX XXX 9.0
Nitrate-Nitrite as N Report
Total Mo 		XXX Report XXX XXX XXX
Total Nitrogen Report
Total Mo 		Report
Total
Annual 		Report XXX XXX XXX
Total Kjeldahl Nitrogen Report
Total Mo 		XXX Report XXX XXX XXX
Total Phosphorus Report
Total Mo 		Report
Total
Annual 		2.0 XXX XXX 4

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.12 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average 		Average Monthly Weekly
Average 		Maximum IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0
Inst Min 		XXX XXX XXX
Ultraviolet light intensity
 (mW/cm2) 		XXX XXX Report
Inst Min 		XXX XXX XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		15.0 22.0 15.0 22.0 XXX 30.0
Total Suspended Solids 30.0 45.0 30.0 45.0 XXX 60.0
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent Report Report Report XXX XXX XXX
Total Suspended Solids
 Raw Sewage Influent Report Report Report XXX XXX XXX
Fecal Coliform (No./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 1.5 XXX 1.5 XXX XXX 3.0
 Nov 1 - Apr 30 4.5 XXX 4.5 XXX XXX 9.0
Nitrate-Nitrite as N Report
Total Mo 		XXX Report XXX XXX XXX
Total Nitrogen Report
Total Mo 		Report
Total
Annual 		Report XXX XXX XXX
Total Kjeldahl Nitrogen Report
Total Mo 		XXX Report XXX XXX XXX
Total Phosphorus Report
Total Mo 		Report
Total
Annual 		2.0 XXX XXX 4

 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.

 PA0080594, Industrial, SIC Code 3084, North American Pipe Corporation, 88 Newport Road, Leola, PA 17540. Facility Name: North American Pipe Corporation. This existing facility is located in Upper Leacock Township, Lancaster County.

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

 The receiving stream(s), Unnamed Tributary of Mill Creek (WWF, MF), is located in State Water Plan watershed 7-J 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 .115 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Temperature (deg F) (°F)
 Jan 1 - 31 XXX XXX XXX 49 XXX XXX
 Feb 1 - 29 XXX XXX XXX 49 XXX XXX
 Mar 1 - 31 XXX XXX XXX 69 XXX XXX
 Apr 1 - 15 XXX XXX XXX 78 XXX XXX
 Apr 16 - 30 XXX XXX XXX 84 XXX XXX
 May 1 - 15 XXX XXX XXX 81 XXX XXX
 May 16 - 31 XXX XXX XXX 100 XXX XXX
 Jun 1 - 15 XXX XXX XXX 101 XXX XXX
 Jun 16 - 30 XXX XXX XXX 105 XXX XXX
 Jul 1 - 31 XXX XXX XXX 98 XXX XXX
 Aug 1 - 15 XXX XXX XXX 97 XXX XXX
 Aug 16 - 31 XXX XXX XXX 97 XXX XXX
 Sep 1 - 15 XXX XXX XXX 92 XXX XXX
 Sep 16 - 30 XXX XXX XXX 86 XXX XXX
 Oct 1 - 15 XXX XXX XXX 80 XXX XXX
 Oct 16 - 31 XXX XXX XXX 74 XXX XXX
 Nov 1 - 15 XXX XXX XXX 67 XXX XXX
 Nov 16 - 30 XXX XXX XXX 57 XXX XXX
 Dec 1 - 31 XXX XXX XXX 48 XXX XXX
Biochemical Oxygen
 Demand (BOD5) 		XXX Report XXX XXX 26 XXX
Total Suspended Solids XXX Report XXX XXX 19 XXX
Oil and Grease Report Report XXX 15 30 XXX
1,3-Dichloropropylene Report Report XXX Report Report XXX
Carbon Tetrachloride Report Report XXX Report Report XXX
Chlorodibromomethane Report Report XXX Report Report XXX
1,1,2-Trichloroethane Report Report XXX Report Report XXX
1,2-Dichloroethane Report Report XXX Report Report XXX
Dichlorobromomethane Report Report XXX Report Report XXX
1,1,2,2-Tetrachloroethane Report Report XXX Report Report XXX
Vinyl Chloride Report Report XXX Report Report XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .115 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Temperature (deg F) (°F)
 Jan 1 - 31 XXX XXX XXX 49 XXX XXX
 Feb 1 - 29 XXX XXX XXX 49 XXX XXX
 Mar 1 - 31 XXX XXX XXX 69 XXX XXX
 Apr 1 - 15 XXX XXX XXX 78 XXX XXX
 Apr 16 - 30 XXX XXX XXX 84 XXX XXX
 May 1 - 15 XXX XXX XXX 81 XXX XXX
 May 16 - 31 XXX XXX XXX 100 XXX XXX
 Jun 1 - 15 XXX XXX XXX 101 XXX XXX
 Jun 16 - 30 XXX XXX XXX 105 XXX XXX
 Jul 1 - 31 XXX XXX XXX 98 XXX XXX
 Aug 1 - 15 XXX XXX XXX 97 XXX XXX
 Aug 16 - 31 XXX XXX XXX 97 XXX XXX
 Sep 1 - 15 XXX XXX XXX 92 XXX XXX
 Sep 16 - 30 XXX XXX XXX 86 XXX XXX
 Oct 1 - 15 XXX XXX XXX 80 XXX XXX
 Oct 16 - 31 XXX XXX XXX 74 XXX XXX
 Nov 1 - 15 XXX XXX XXX 67 XXX XXX
 Nov 16 - 30 XXX XXX XXX 57 XXX XXX
 Dec 1 - 31 XXX XXX XXX 48 XXX XXX
Biochemical Oxygen
 Demand (BOD5) 		XXX Report XXX XXX 26 XXX
Total Suspended Solids XXX Report XXX XXX 19 XXX
Oil and Grease Report Report XXX 15 30 XXX
1,3-Dichloropropylene Report Report XXX Report Report XXX
Carbon Tetrachloride 0.0014 0.0021 XXX 0.0015 0.0022 0.0037
Chlorodibromomethane Report Report XXX Report Report XXX
1,1,2-Trichloroethane Report Report XXX Report Report XXX
1,2-Dichloroethane 0.0023 0.0035 XXX 0.0025 0.0037 0.0062
Dichlorobromomethane Report Report XXX Report Report XXX
1,1,2,2-Tetrachloroethane 0.001 0.0015 XXX 0.0011 0.0016 0.0028
Vinyl Chloride 0.00015 0.00023 XXX 0.0001 0.0002 0.0004

 The proposed effluent limits for Outfall 002 are based on a variable design flow (stormwater).—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Daily
Maximum 		Maximum IMAX
pH (S.U.) XXX XXX XXX Report XXX XXX
Total Suspended Solids XXX XXX XXX Report XXX XXX
Zinc, Total XXX XXX XXX Report XXX XXX

 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.

 PA0010227, Industrial, SIC Code 3561, F.L. Smidth Inc., 236 S Cherry Street, Manheim, PA 17545. Facility Name: F.L. Smidth Gas Compressor & Conveyor Manufacturing. This existing facility is located in Manheim Borough, Lancaster County.

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

 The receiving stream(s), Chiques Creek (WWF, MF), is located in State Water Plan watershed 7-G and is classified for Migratory Fishes and 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 .12 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Daily Min 		XXX XXX 9.0
Temperature (deg F) (°F) XXX XXX XXX 110
Daily Max 		XXX XXX
Total Phosphorus XXX XXX XXX Report
Annual Avg 		XXX XXX

 The proposed effluent limits for Outfall 002 and 002A are based on a design flow of 0 MGD (Stormwater).

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum 		IMAX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX

 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.

 PA0083941, Industrial, SIC Code 4953, Community Refuse Service LLC, 620 Newville Road, Newburg, PA 17240. Facility Name: Cumberland County Landfill. This existing facility is located in Hopewell Township, Cumberland County.

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

 The receiving stream(s), Unnamed Tributary of Conodoguinet Creek (WWF, MF) and Conodoguinet Creek (WWF, MF), is located in State Water Plan watershed 7-B and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .1 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0
Daily Min 		XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		43 87 XXX 35 70 87
Total Suspended Solids 40 80 XXX 32 64 80
Total Dissolved Solids Report Report XXX Report Report XXX
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000 XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200 XXX 1,000
Nitrate-Nitrite as N Report XXX XXX Report XXX XXX
Total Nitrogen Report XXX XXX Report XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 17 35 XXX 14 28 35
 May 1 - Oct 31 8.6 17 XXX 6.9 13.8 17
Total Kjeldahl Nitrogen Report XXX XXX Report XXX XXX
Total Phosphorus 2.5 5.0 XXX 2.0 4.0 5
Arsenic, Total Report Report XXX 0.10 0.20 0.25
Barium, Total Report Report XXX 0.30 0.60 0.75
Copper, Total Report Report XXX Report Report XXX
Sulfate, Total Report Report XXX Report Report XXX
Zinc, Total Report Report XXX 0.11 0.20 0.27
Phenol Report Report XXX 0.015 0.026 0.038
a-Terpineol Report Report XXX 0.016 0.033 0.04
Benzoic Acid Report Report XXX 0.071 0.120 0.178
Chloride Report Report XXX Report Report XXX
Bromide Report Report XXX Report Report XXX
N-Nitrosodimethylamine
 (ug/L)—Interim 		Report Report XXX Report Report XXX
N-Nitrosodimethylamine
 (ug/L)—Final 		0.0003 0.0005 XXX 0.377 0.588 XXX
p-Cresol Report Report XXX 0.014 0.025 0.035

 The proposed monitoring requirements for Stormwater Outfalls:

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum 		IMAX
pH (S.U.) XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Dissolved Solids XXX XXX XXX XXX Report XXX
Arsenic, Total XXX XXX XXX XXX Report XXX
Barium, Total XXX XXX XXX XXX Report XXX
Cadmium, Total XXX XXX XXX XXX Report XXX
Chromium, Total XXX XXX XXX XXX Report XXX
Cyanide, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Magnesium, Dissolved XXX XXX XXX XXX Report XXX
Magnesium, Total XXX XXX XXX XXX Report XXX
Mercury, Total XXX XXX XXX XXX Report XXX
Selenium, Total XXX XXX XXX XXX Report XXX
Silver, Total XXX XXX XXX XXX Report XXX
N-Nitrosodimethylamine XXX XXX XXX XXX Report XXX
Total Organic Carbon XXX XXX XXX XXX Report XXX

 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.

 PA0081442, Sewage, SIC Code 8211, South Eastern School District, 377 Main Street, Fawn Grove, PA 17321-9514. Facility Name: South Eastern Mid School STP. This existing facility is located in Fawn Township, York County.

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

 The receiving stream(s), Falling Branch (CWF, MF), is located in State Water Plan watershed 7-I and is classified for Cold 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 001 are based on a design flow of .05 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Instantaneous
Minimum 		Average Monthly Maximum IMAX
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
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		XXX XXX XXX 25 XXX 50
Total Suspended Solids XXX XXX XXX 30 XXX 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
Ultraviolet light intensity
 (mW/cm2) 		XXX XXX Report Report XXX XXX
Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX
(Total Load, lbs) (lbs) Report
Total Mo 		XXX XXX XXX XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
(Total Load, lbs) (lbs) Report
Total Mo 		XXX XXX XXX XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX 8.7 XXX 17.4
 May 1 - Oct 31 XXX XXX XXX 2.9 XXX 5.8
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
(Total Load, lbs) (lbs) Report
Total Mo 		XXX XXX XXX XXX XXX
Total Phosphorus XXX XXX XXX Report XXX XXX
(Total Load, lbs) (lbs) Report
Total Mo 		XXX XXX XXX XXX XXX

 Sludge use and disposal description and location(s): Offsite location.

 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.

 PA0021636, SIC Code 4952, Fleetwood Borough Berks County, 110 West Arch Street, Fleetwood, PA 19522-1321. Facility Name: Fleetwood Borough STP. This existing facility is located in Richmond Township, Berks County.

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

 The receiving stream(s), Willow Creek (CWF), is located in State Water Plan watershed 3-B and is classified for Cold 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 .882 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average 		Instantaneous
Minimum 		Average Monthly Weekly
Average 		IMAX
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
Total Residual Chlorine (TRC) XXX XXX XXX 0.09 XXX 0.3
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
 Nov 1 - Apr 30 183.0 294.0 XXX 25.0 40.0 50
 May 1 - Oct 31 102.0 161.0 XXX 14.0 22.0 28
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent Report Report
Daily Max 		XXX Report XXX XXX
Total Suspended Solids 220.0 331.0 XXX 30.0 45.0 60
 Raw Sewage Influent Report Report
Daily Max 		XXX Report XXX XXX
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
Ultraviolet light intensity
 (mW/cm2) 		XXX XXX Report Report XXX Report
Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX
(Total Load, lbs) (lbs) Report
Total Mo 		XXX XXX XXX XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
(Total Load, lbs) (lbs) Report
Total Mo 		XXX XXX XXX XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 30.0 XXX XXX 4.2 XXX 8.4
 May 1 - Oct 31 10.0 XXX XXX 1.4 XXX 2.8
(Total Load, lbs) (lbs) Report
Total Mo 		XXX XXX XXX XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
(Total Load, lbs) (lbs) Report
Total Mo 		XXX XXX XXX XXX XXX
Total Phosphorus Report XXX XXX Report XXX XXX
(Total Load, lbs) (lbs) Report
Total Mo 		XXX XXX XXX XXX XXX
Copper, Total 0.16 XXX XXX 0.022 XXX 0.055

 The proposed effluent limits for Outfall 001 are based on a design flow of .882 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average 		Instantaneous
Minimum 		Average Monthly Weekly
Average 		IMAX
Total Dissolved Solids Report
Avg Qrtly 		XXX XXX 1,000.0
Avg Qrtly 		XXX XXX

 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.

 PA0086932, Sewage, SIC Code 6515, Peifer Brothers, P.O. Box 247, Silver Spring, PA 17575-0247. Facility Name: Yorkana MHP. This existing facility is located in Lower Windsor Township, York County.

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

 The receiving stream(s), Unnamed Tributary to Cabin Creek (WWF), is located in State Water Plan watershed 7-I 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 .02 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Nitrate-Nitrite as N XXX XXX XXX Report
Semi Avg 		XXX XXX
(Total Load, lbs) (lbs) XXX Report
Semi Avg 		XXX XXX XXX XXX
Total Nitrogen
 (Total Load, lbs) (lbs) 		XXX Report
Semi Avg 		XXX XXX XXX XXX
Ammonia-Nitrogen XXX XXX XXX Report
Semi Avg 		XXX XXX
(Total Load, lbs) (lbs) XXX Report
Semi Avg 		XXX XXX XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report
Semi Avg 		XXX XXX
(Total Load, lbs) (lbs) XXX Report
Semi Avg 		XXX XXX XXX XXX
Total Phosphorus XXX XXX XXX Report
Semi Avg 		XXX XXX
(Total Load, lbs) (lbs) XXX Report
Semi Avg 		XXX XXX XXX XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .02 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Dissolved Oxygen XXX XXX 6.0
Inst Min 		XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.04 XXX 0.12
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		XXX XXX XXX 15 XXX 30
Total Suspended Solids XXX XXX XXX 30 XXX 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX 4.5 XXX 9.0
 May 1 - Oct 31 XXX XXX XXX 1.5 XXX 3.0

 Sludge use and disposal description and location(s): Offsite location.

 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.

 PA0086550, Sewage, SIC Code 8811, Jeffrey & Rose Siddens, 65 Stonewall Lane, Alburtis, PA 18011-2608. Facility Name: SFS Siddens. This existing facility is located in Longswamp Township, Berks County.

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

 The receiving stream(s), Unnamed Tributary to Swabia Creek (HQ-CWF), is located in State Water Plan watershed 2-C and is classified for High Quality Waters—Cold 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 .0004 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Annual
Average 		Maximum IMAX
Flow (MGD) Report
Annl Avg 		XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Total Residual Chlorine (TRC) XXX XXX XXX Non-detect
Avg Mo 		XXX Non-detect
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		XXX XXX XXX 10.0 XXX 20.0
Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX 4.5 XXX 9.0
 May 1 - Oct 31 XXX XXX XXX 1.5 XXX 3.0
Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX 1,000
Total Phosphorus XXX XXX XXX Report XXX Report

 Sludge use and disposal description and location(s): offsite disposal, licensed hauler.

 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.

 PA0086312, Sewage, SIC Code 1522, Dorwart James P, 1375 Old Quaker Road, Etters, PA 17319-9116. Facility Name: Quaker Station Dorwart Apt. This existing facility is located in Fairview Township, York County.

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

 The receiving stream(s), Nauvoo Run (WWF), is located in State Water Plan watershed 7-F 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 .025 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Instantaneous
Minimum 		Average Monthly Maximum IMAX
Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX
(Total Load, lbs) (lbs) Report
Total Qrtly 		XXX XXX XXX XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
(Total Load, lbs) (lbs) Report
Total Qrtly 		XXX XXX XXX XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
(Total Load, lbs) (lbs) Report
Total Qrtly 		XXX XXX XXX XXX XXX
Total Phosphorus XXX XXX XXX Report XXX XXX
(Total Load, lbs) (lbs) Report
Total Qrtly 		XXX XXX XXX XXX XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .025 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Instantaneous
Minimum 		Average Monthly Maximum IMAX
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
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		XXX XXX XXX 25 XXX 50
Total Suspended Solids XXX XXX XXX 30 XXX 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
Ultraviolet light transmittance (%) XXX XXX Report Report XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX 3.0 XXX 6
 May 1 - Oct 31 XXX XXX XXX 1.0 XXX 2

 The proposed effluent limits for Outfall 001 are based on a design flow of .025 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Instantaneous
Minimum 		Average Monthly Maximum IMAX
Total Nitrogen
  (Total Load, lbs) (lbs) 		XXX Report
Total
Annual 		XXX XXX XXX XXX
Total Phosphorus
 (Total Load, lbs) (lbs) 		XXX Report
Total
Annual 		XXX XXX XXX XXX

 Sludge use and disposal description and location(s): Offsite Location.

 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.

 Northwest Region: Clean Water Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481, Phone: 814-332-6942, Email: RA-EPNPDES_NWRO@pa.gov.

 PA0288748, Sewage, SIC Code 8800, John M. Yoder, 14048 Higby Hill Road, Townville, PA 16360-1328. Facility Name: John Yoder SRSTP. This proposed facility is located in Cherrytree Township, Venango County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated SRSTP sewage.

 The receiving stream(s), Unnamed Tributary to Prather Creek, is located in State Water Plan watershed 16-D and is classified for, 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 .0006 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Annual
Average 		Maximum IMAX
Flow (GPD) Report
Annl Avg 		XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Biochemical Oxygen
 Demand (BOD5) 		XXX XXX XXX 10.0 XXX 20
Total Suspended Solids XXX XXX XXX 10.0 XXX 20
Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX

 Sludge use and disposal description and location(s): Septage will be pumped and hauled off-site by a septage hauler for land application under a general permit authorized by DEP or disposal at an STP.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.

 The EPA Waiver is in effect.

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

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

 WQM Permit No. 6420402, Sewage, Roamingwood Sewer and Water Association an Agent of South Wayne Water and Sewer Authority, P.O. Box 6, Lake Ariel, PA 18436-0006.

 This existing facility is located in Salem Township, Wayne County.

 Description of Proposed Action/Activity: The project is for upgrades to the wastewater treatment plant, including: addition of an influent pump station with three submersible pumps, repurposing of equalization tanks to backwash/emergency storage tanks, replacement of existing plant blowers, piping modifications, replacement of surface aerators in the fermentation tanks, improvements to the secondary clarifiers, replacement of media in the tertiary filters, the addition of an ultraviolet radiation disinfection system, the addition of a pH adjustment tank, replacement of the aerated solids tanks, and the addition of a new screw press.

 WQM Permit No. 5296402, Sewage, East Stroudsburg Area School District, P.O. Box 298, East Stroudsburg, PA 18301-0298.

 This proposed facility is located in Lehman Township, Pike County.

 Description of Proposed Action/Activity: This is a re-lining project and for maintenance-related activities for two (2) existing wastewater lagoons.

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

 WQM Permit No. 3620407, Sewerage, West Cocalico Township Authority, 156B West Main Street, P.O. Box 95, Reinholds, PA 17569-0095.

 This proposed facility is located in West Cocalico Township, Lancaster County.

 Description of Proposed Action/Activity: Seeking approval for construction of a replacement of the current Creamery Road wastewater treatment plant.

 WQM Permit No. WQG02362002, Sewerage, Lititz Borough Sewer Authority, 7 South Broad Street, Lititz, PA 17543.

 This proposed facility is located in Lititz Borough, Lancaster County.

 Description of Proposed Action/Activity: Seeking permit approval for the construction/operation of the Warwick Woodlands North PS—Phase 2.

 Southwest Region: Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.

 WQM Permit No. 0420401, Sewage, Center Township Sanitary Authority, 224 Center Grange Road, Aliquippa, PA 15001-1421.

 This proposed facility is located in Center Township, Beaver County.

 Description of Proposed Action/Activity: expansion and upgrade of the Moon Run Interceptor from 10" diameter pipe to 15" diameter pipe.

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

 WQM Permit No. 4320411, Sewage, Matthew & Michele Mapes, 1265 Slippery Rock Road, Slippery Rock, PA 16057-4031.

 This proposed facility is located in Liberty Township, Mercer County.

 Description of Proposed Action/Activity: Single Residence Sewage Treatment Plant.

 WQM Permit No. 4320412, Sewage, Megan Spittler, 1147 Brent Road, Volant, PA 16156-1601.

 This proposed facility is located in Springfield Township, Mercer County.

 Description of Proposed Action/Activity: Single Residence Sewage Treatment Plant.

 WQM Permit No. 3720403, Sewage, Robert Houk, 6286 N Edinburg Road, Edinburg, PA 16116-4110.

 This proposed facility is located in Mahoning Township, Lawrence County.

 Description of Proposed Action/Activity: Single Residence Sewage Treatment Plant.

 WQM Permit No. 6120405, Sewage, Angela Irvine, 1021 Rural Ridge Drive, Cheswick, PA 15024-2439.

 This proposed facility is located in Cranberry Township, Venango County.

 Description of Proposed Action/Activity: Single Residence Sewage Treatment Plant.

 WQM Permit No. 2020404, Sewage, Faron Reckhart, 21602 Boyle Road, Cochranton, PA 16313.

 This proposed facility is located in Fairfield Township, Crawford County.

 Description of Proposed Action/Activity: Single Residence Sewage Treatment Plant.

IV. NPDES Individual Permit Applications for Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4s).

 Southeast Region: Clean Water Program Manager, 2 East Main Street, Norristown, PA 19401, Email: RA-EPNPDES_SERO@pa.gov.

 

 PAI130092, MS4, Borough of Modena, 5 Woodland Avenue, Modena, PA 19358-0116, Chester County. The application is for a renewal of an individual NPDES permit for the discharge of stormwater from a regulated municipal separate storm sewer system (MS4) to waters of the Commonwealth in Borough of Modena, Chester County. The receiving streams, West Branch Brandywine Creek and Dennis Run are located in State Water Plan watershed 3-H and are classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

 The applicant has submitted the following plan with the application to reduce pollutant loads to impaired waters:

 • A Total Maximum Daily Load (TMDL) Plan.

 The Department has made a tentative determination to issue the NPDES permit. Written comments on the application and draft permit will be accepted for 30 days following publication of this notice. The period for comment may be extended at the discretion of DEP for one additional 15-day period. You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 484-250-5910 or by contacting our regional Records Management unit via e-mail at RA-SERecordsReview@pa.gov.

 The EPA waiver is in effect for small MS4 and is not in effect for large MS4s.

 

VI. NPDES Individual Permit Applications for Discharges of Stormwater Associated with Construction Activities.

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

 Contact: Gillian Ostrum, Clerk Typist 2, 570-830-3077.

 Lehigh County Conservation District, 4184 Dorney Park Road, Suite 105, Allentown, PA 18401, 610-391-9583.

NPDES
Permit No. 		Applicant Name & Address County Municipality Receiving
Water/Use
PAD390178 Liberty Property, L.P.
7584 Morris Ct.
Suite 200
Allentown, PA 18106 		Lehigh County Upper Macungie Township Iron Run
(HQ-CWF, MF)
PAD390174 Jaindl Land Company
3150 Coffeetown Rd.
Orefield, PA 18069 		Lehigh County Upper Macungie Township UNT to Schaefer Run (HQ-CWF, MF)

 Wayne Conservation District, 648 Park St, Honesdale, PA 18431, 570-253-0930.

NPDES
Permit No. 		Applicant Name & Address County Municipality Receiving
Water/Use
PAD640023 LRBSA (Lackawanna River Basin Sewer Authority)
145 Rear Blvd Ave
Throop, PA 18512-3399 		Wayne County Clinton and
Vandling Townships 		Lackawanna River (HQ-CWF, MF)

 Southwest Region: Dana Drake, Waterways and Wetlands Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.

NPDES
Permit No. 		Applicant Name & Address County Municipality Receiving
Water/Use
PAD110009 CPV Maple Hill Solar, LLC
50 Braintree Hill Office Park
Suite 300
Braintree, MD 02184-8739 		Cambria County Portage Township Trout Run (HQ-CWF);
Big Cedar Run
(HQ-CWF)

 Northwest Region: Waterways and Wetlands Program, 230 Chestnut Street, Meadville, PA 16335-3481, 814-332-6984.

NPDES
Permit No. 		Applicant Name & Address County Municipality Receiving
Water/Use
PAD240009 Elk County Conservation District 850 Washington Street
Saint Marys, PA 15857 		Elk County Saint Marys City West Creek
HQ-CWF
VII. List of NOIs for NPDES and/or Other General Permit Types.

 PAG-13 Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4)

MS4 PAG-13 Notices of Intent Received.

 Southwest Region: Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, Email: RA-EPNPDES_SWRO@pa.gov.

NPDES
Permit No. 		Applicant Name & Address Municipality, County Waiver
Application
Submitted
(Y/N)
Pollutant Reduction Plan Submitted (Y/N)
PAG136236 Stockdale Borough
Washington County
P.O. Box 398
Stockdale, PA 15483-0398 		Stockdale Borough Washington County Y
N

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