NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

---

APPLICATIONS

---

[49 Pa.B. 6959]
[Saturday, November 23, 2019]

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. Phone: 570-826-2511.

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed No.)	EPA Waived Y/N?
PA0024015 (Sewage)	Cressona Borough Sewer Treatment Plant 58 South Sillyman Street, Rear Cressona, PA 17929-1117	Schuylkill County Cressona Borough	Beaver Creek (CWF) (3-A)	Yes
PA0011185 (Industrial)	Air Products & Chemicals, Inc. 7201 Hamilton Boulevard Allentown, PA 18195-1501	Lehigh County Upper Macungie Township	Iron Run (HQ-CWF) (2-C)	Yes
PA0062154 (Sewage)	Mountain View School District WWTP 11748 State Route 106 Kingsley, PA 18826	Susquehanna County Harford Township	Millard Creek (CWF/MF) (4-F)	Yes
PA0060925 (Sewage)	Camp Archbald WWTP 100 Camp Archbald Road Kingsley, PA 18826	Susquehanna County Brooklyn Township	Unnamed Tributary to Hop Bottom Creek (CWF) (04F)	Yes

---

 Northwest Regional Office: 230 Chestnut Street, Meadville, PA 16335-3481.

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed #)	EPA Waived Y/N?
PA0222496	Summerville Borough STP P.O. Box 278 Summerville, PA 15864	Jefferson County Summerville Borough	Runaway Run (CWF) (17-C)	Yes

---

 Southcentral Region: Clean Water 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
PA0080713 (Sewage)	Pennsy Supply Inc. Millard STP 2400 Thea Drive Harrisburg, PA 17011	North Londonderry Twp. & Annville Twp./ Lebanon County	Killinger Creek/(7-D)	Yes
PA0014605 (Industrial Waste)	SUEZ Water PA Inc. Rabold WTP 6310 Allentown Blvd Harrisburg, PA 17112	Fairview Twp./ York County	Yellow Breeches Creek/(7-E)	Yes
PA0008541 (Industrial Waste)	Johnson Controls, Inc. 631 S. Richland Ave. York, PA 17403	Spring Garden Twp./ York County	Codorus Creek/(7-I)	Yes
PA0084468 (Industrial Waste)	Dura-Bond Pipe, LLC 2716 South Front Street Steelton, PA 17113-3099	Steelton Borough/ Dauphin County	Ditch to Lauren Run/(7-C)	Yes
PA0087076 (Industrial— GWCU)	Former HE&R Laundry Facility GWCU 27 West Chocolate Avenue Hershey, PA 17033	Derry Twp. Dauphin County	Spring Creek (WWF, MF) (7-D)	Yes

---

 Southwest Regional Office: Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745. Phone: 412.442.4000.

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed No.)	EPA Waived Y/N?
PA0216895 (Industrial)	Highridge Water System 17 Maple Avenue Blairsville, PA 15717-1232	Westmoreland County Fairfield Township	Tubmill Creek (TSF) (18-D)	Yes
PA0216631 (Sewage)	Kraisinger Reception Hall STP 139 South Quarry Street Mount Pleasant, PA 15666-1747	Westmoreland County East Huntingdon Township	Unnamed Tributary to Jacobs Creek (WWF) (19-D)	Yes
PA0098787 (Industrial)	Portage Area Municipal Authority— Bens Creek WTP 606 Cambria Street Portage, PA 15946-1516	Cambria County Portage Township	Bens Creek (EV) (18-E)	Yes

---

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. Telephone 484-250-5970.

 PA0244635, Storm Water, SIC Code 5169, Morton Salt Inc., 444 West Lake Street, Chicago, IL 60606-0090. Facility Name: Morton Salt Fairless Hills Facility. This existing facility is located in Falls Township, Bucks County.

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

 The receiving stream(s), Delaware River (WWF, MF), is located in State Water Plan watershed 2-E 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 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Quarterly	Daily Maximum	Minimum	Average Quarterly	Daily Maximum	Instant. Maximum
Flow (GPD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Biochemical Oxygen Demand  (BOD5)	Report	Report	XXX	Report	Report	XXX
Total Suspended Solids	Report	Report	XXX	Report	Report	XXX
Total Dissolved Solids	Report	Report	XXX	Report	Report	XXX
Osmotic Pressure (mOs/kg)	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15	30	XXX
Nitrate-Nitrite as N	Report	Report	XXX	Report	Report	XXX
Total Kjeldahl Nitrogen	Report	Report	XXX	Report	Report	XXX
Total Phosphorus	Report	Report	XXX	2.0	4.0	XXX
Cyanide, Free	XXX	XXX	XXX	Report	Report	XXX
Chloride	Report	Report	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Quarterly	Daily Maximum	Minimum	Average Quarterly	Daily Maximum	Instant. Maximum
Total Dissolved Solids
Nov 1 - Apr 30	Report Avg Mo	Report	XXX	Report Avg Mo	Report	XXX

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

 • Stormwater requirements

 • Applicable BMPs

 • Benchmark Values

 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.

 PA0024058, Sewage, SIC Code 4952, Kennett Square Borough Chester County, 120 Marshall Street, Kennett Square, PA 19348-3108. Facility Name: Kennett Square Borough WWTP. This existing facility is located in Kennett Square Borough, Chester County.

 Description of Existing Activity: The application is for an amendment of NPDES permit for an existing discharge of treated sewage to revise the TN compliance.

 The receiving stream(s), West Branch Red Clay Creek and Unnamed Tributary to West Branch Red Clay Creek, is located in State Water Plan watershed 3-I 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 1.1 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.1 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Instant. Minimum	Average Monthly	Weekly Average	Instant. 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	6.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)
Nov 1 - Apr 30	230	365	XXX	25	40	50
May 1 - Oct 31	152	228	XXX	17	25	33
Total Suspended Solids	275	412	XXX	30	45	60
Fecal Coliform (CFU/100 ml)	XXX	XXX	XXX	200   Geo Mean	XXX	1,000
Ammonia-Nitrogen
Nov 1 - Apr 30	55	XXX	XXX	6.0	XXX	12
May 1 - Oct 31	18	XXX	XXX	2.0	XXX	4
Total Phosphorus
Nov 1 - Mar 31	18	XXX	XXX	2.0	XXX	4
Apr 1 - Oct 31	12	XXX	XXX	1.3	XXX	2.6
Cadmium, Total	XXX	XXX	XXX	Report	XXX	XXX
Copper, Total	XXX	XXX	XXX	Report	XXX	XXX
Phenolics, Total	0.21	0.42 Daily Max	XXX	0.023	0.046 Daily Max	0.058
Toxicity, Chronic - Pimephales  Survival (TUc)	XXX	XXX	XXX	2.2 Daily Max	XXX	XXX
Toxicity, Chronic - Pimephales  Growth (TUc)	XXX	XXX	XXX	2.2 Daily Max	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.1 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
Total Nitrogen	91.8	XXX	XXX	10.0	XXX	20.0

 The proposed effluent limits for Outfall 002 are based on stormwater.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	Report	XXX	XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	XXX	XXX	XXX	Report	XXX	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	XXX
Oil and Grease	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	XXX	XXX

 Sludge use and disposal description and location(s): SECCRA landfill.

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

 I.

 • No stormwater

 • Property Rights

 • Sludge Removal

 • Hauled-in Wastes

 • Fecal Coliform

 II. Requirements to use EDMR System

 III. POTW Pretreatment Program Implementation

 IV. Solids Management

 V. WETT

 VI. Stormwater Requirements

 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.

 PA0057801, Sewage, SIC Code 8811, Bennington J. Brad, 520 Ridge Valley Road, Sellersville, PA 18960-1136. Facility Name: Bennington SRSTP. This existing facility is located in West Rockhill Township, Bucks 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 Ridge Valley Creek (HQ-TSF, MF), is located in State Water Plan watershed 3-E 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 .0005 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
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 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report	XXX	XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10	XXX	20
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200    Geo Mean	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	XXX	XXX	XXX	4.5 Annl Avg	XXX	9.0
May 1 - Oct 31	XXX	XXX	XXX	1.5	XXX	3.0

 Sludge use and disposal description and location(s): Pumped out and hauled off-site.

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

 • None

 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.

 PA0050521, Sewage, SIC Code 4952, Green Lane—Marlborough Joint Authority, P.O. Box 45, Green Lane, PA 18054-0045. Facility Name: Green Lane—Marlboro STP. This existing facility is located in Green Lane Borough, Montgomery 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), Perkiomen Creek (WWF, MF), is located in State Water Plan watershed 3-E 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 .2 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
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	0.5	XXX	1.0
Carbonaceous Biochemical Oxygen  Demand (CBOD5)
Raw Sewage Influent	XXX	XXX	XXX	Report	XXX	XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	42	66	XXX	25	40	50
Biochemical Oxygen Demand  (BOD5)
Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids
Raw Sewage Influent	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	50	75	XXX	30	45	60
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200    Geo Mean	XXX	1,000
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	Report Inst Min	XXX	XXX	XXX
Ammonia-Nitrogen	17	25	XXX	10	15	20
Total Phosphorus	3.3	XXX	XXX	2.0	XXX	4

 The proposed effluent limits for Outfall 001 are based on a design flow of .2 MGD.—Limits.

Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Total Dissolved Solids	XXX	XXX	XXX	1,000.0 Avg Qrtly	2,000.0 Daily Max	2,500
Total Nitrogen	XXX	Report Daily Max	XXX	XXX	Report Daily Max	XXX

 Sludge use and disposal description and location(s): Sewage sludge generated is aerobically digested and pumped to the onsite reed beds or liquid hauled to Pottstown WWTP. No biosolids were liquid hauled in 2018.

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

 I. Other Requirements

 A. No Stormwater

 B. Acquire Necessary Property Rights

 C. Sludge Disposal Requirements

 D. No Oil and Gas Drilling Wastewater

 E. Chlorine Minimization

 F. Responsible Operator

 G. 10% Fecal Coliform Rule

 H. O&M Plan

 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.

---

 Northeast Regional Office: Regional Clean Water Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915, Telephone: 570.826.2511.

 PA0276260, Sewage, SIC Code 4952, Haines Nancy, 377 Neville Road, Moscow, PA 18444. Facility Name: Neville's Mobile Home Court. This proposed facility is located in Salem Township, Wayne County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated sewage from an existing failing on-lot system.

 The receiving stream(s), Unnamed Tributary to Wilcox Creek (HQ-CWF, MF), is located in State Water Plan watershed 1-C and is classified for High Quality—Cold Water and Migratory Fish, 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 .016 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
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	7.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.02	XXX	0.02
Carbonaceous Biochemical Oxygen  Demand (CBOD5)
Nov 1 - Apr 30	XXX	XXX	XXX	20.0	XXX	40
May 1 - Oct 31	XXX	XXX	XXX	10.0	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
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	9.0	XXX	18
May 1 - Oct 31	XXX	XXX	XXX	3.0	XXX	6
Total Phosphorous	XXX	XXX	XXX	0.5	XXX	1.0

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

 • DRBC Approval

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-826-5472.

 The EPA Waiver is in effect.

---

 Southcentral Region: Clean Water Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110. Phone: 717-705-4707.

 PA0034860, Sewage, SIC Code 6515, P.C.S. Chadaga, M.D., 123 Gilpin Drive, West Chester, PA 19382-7412. Facility Name: Penn Valley MHP. This existing facility is located in Penn Township, Lancaster 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 Chiques Creek (WWF), is located in State Water Plan watershed 7-G 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 .011 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
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	0.5	XXX	1.6
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	33	XXX	66
May 1 - Oct 31	XXX	XXX	XXX	11	XXX	22
Kjeldahl—N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	Report	XXX	XXX	2.0	XXX	4.0
Total Phosphorus (Total Load, lbs)	XXX	67 Total Annual	XXX	XXX	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .011 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instantaneous Minimum	Average Monthly	Maximum	Instant. 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
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	XXX	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	XXX	XXX	XXX	33	XXX	66
May 1 - Oct 31	XXX	XXX	XXX	11	XXX	22
Kjeldahl—N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	Report	XXX	XXX	2.0	XXX	4.0
Total Phosphorus (Total Load, lbs)	XXX	67 Total Annual	XXX	XXX	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.

 PA0085006, Sewage, SIC Code 4952, Conoy Township Lancaster County, 211 Falmouth Road, Bainbridge, PA 17502-9801. Facility Name: Conoy Township Bainbridge STP. This existing facility is located in Conoy Township, Lancaster 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), Conoy Creek (TSF, MF), is located in State Water Plan watershed 7-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 .08 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
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	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	17	27	XXX	25	40	50
Biochemical Oxygen Demand  (BOD5)
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	20	30	XXX	30	45	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	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX
Total Nitrogen	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX
Total Kjeldahl Nitrogen	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX
Total Phosphorus	Report Annl Avg	XXX	XXX	Report Annl Avg	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.

 PA0086461, Sewage, SIC Code 7033, Pinch Pond Campground Inc., 3075 Pinch Road, Manheim, PA 17545-9551. Facility Name: Pinch Pond Campground. This existing facility is located in Rapho Township, Lancaster 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), 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 .01725 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
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	0.5	XXX	1.6
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	19.5	XXX	39
May 1 - Oct 31	XXX	XXX	XXX	6.5	XXX	13
Total Phosphorus	Report	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX
Total Kjeldahl Nitrogen	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX
Total Nitrogen	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX

	Effluent Limitations
	Mass Units (lbs)		Concentrations (mg/L)
Parameter	Monthly	Annual	Minimum	Monthly Average	Maximum
Total Nitrogen	XXX	Report	XXX	XXX	XXX
Total Phosphorus	Report	254	XXX	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .01725 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
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	0.5	XXX	1.6
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	19.5	XXX	39
May 1 - Oct 31	XXX	XXX	XXX	6.5	XXX	13
Total Phosphorus	Report	XXX	XXX	2.0	XXX	4.0
Nitrate-Nitrite as N	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX
Total Kjeldahl Nitrogen	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX
Total Nitrogen	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX

	Effluent Limitations
	Mass Units (lbs)		Concentrations (mg/L)
Parameter	Monthly	Annual	Minimum	Monthly Average	Maximum
Total Nitrogen	XXX	Report	XXX	XXX	XXX
Total Phosphorus	Report	254	XXX	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.

 PA0026646, Sewage, SIC Code 4952, Antietam Valley Municipal Authority Berks County, 502 Butter Lane, Reading, PA 19606-1604. Facility Name: Antietam Valley STP. This existing facility is located in Saint Lawrence Borough, Berks 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), Antietam Creek (CWF) and Unnamed Tributary to Antietam Creek (CWF), is located in State Water Plan watershed 3-C 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 1.225 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Total Dissolved Solids	XXX	Report Daily Max	XXX	1,000.0 Daily Max	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.225 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
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	0.21	XXX	0.68
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	255	383	XXX	25.0	40.0	50
Biochemical Oxygen Demand  (BOD5)
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	306	460	XXX	30.0	45.0	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
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	77.0	XXX	XXX	7.5	XXX	15
May 1 - Oct 31	26.0	XXX	XXX	2.5	XXX	5
Total Phosphorus	Report	XXX	XXX	Report	XXX	XXX
Copper, Total	0.36	XXX	XXX	0.036	XXX	0.072
Cyanide, Free (ug/L)	Report	XXX	XXX	Report	XXX	Report
Lead, Total (ug/L)	Report	XXX	XXX	Report	XXX	Report
Dibromochloromethane (ug/L)	Report	XXX	XXX	Report	XXX	Report

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

 • N/A

 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 not in effect.

 PA0084425 A-1, SIC Code 4952, Conewago Township Sewer Authority York County, 600 Locust Point Road, York, PA 17406-6056. Facility Name: Conewago Township STP. This existing facility is located in Conewago Township, York County.

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

 The receiving stream(s), Unnamed Tributary of Little Conewago Creek (TSF), is located in State Water Plan watershed 7-F 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 .84 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
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	0.2	XXX	0.66
Carbonaceous Biochemical Oxygen  Demand (CBOD5)
Nov 1 - Apr 30	80	125	XXX	20.0	30.0	40
May 1 - Oct 31	41	60	XXX	10.0	15.0	20
Total Suspended Solids	125	185	XXX	30.0	45.0	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
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N (Total Load,  lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	18	XXX	XXX	4.5	XXX	9
May 1 - Oct 31	6.0	XXX	XXX	1.5	XXX	3
Ammonia-Nitrogen (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen (Total  Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	8.0	XXX	XXX	2.0	XXX	4
Total Phosphorus (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .84 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Instantaneous Minimum	Average Monthly	Weekly Average	Instant. 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
Carbonaceous Biochemical Oxygen  Demand (CBOD5)
Nov 1 - Apr 30	140	210	XXX	20.0	30.0	40
May 1 - Oct 31	70	105	XXX	10.0	15.0	20
Total Suspended Solids	210	315	XXX	30.0	45.0	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	XXX	XXX	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N (Total Load,  lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	31.5	XXX	XXX	4.5	XXX	9
May 1 - Oct 31	10.5	XXX	XXX	1.5	XXX	3
Ammonia-Nitrogen (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen (Total  Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	14	XXX	XXX	2.0	XXX	4
Total Phosphorus (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .84 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Maximum	Instant. Maximum
Biochemical Oxygen Demand  (BOD5)
Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids
Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Nitrogen (Total Load, lbs)  (lbs)
Effluent Net	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs)  (lbs)
Effluent Net	Report Total Mo	XXX	XXX	XXX	XXX	XXX

 The proposed monitoring requirements and effluent limits for implementation of Pennsylvania's Chesapeake Bay Watershed Implementation Plan are as follows for Outfall 001.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	Instant. Maximum
Total Nitrogen (Total Load, lbs)  (lbs)
Effluent Net	XXX	9,132 Total Annual	XXX	XXX	XXX	XXX
Total Nitrogen (Total Load, lbs)  (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Ammonia-Nitrogen (Total Load, lbs)  (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs)  (lbs)
Effluent Net	XXX	1,218 Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs)  (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX

 * This permit contains conditions which authorize the permittee to apply nutrient reduction credits to meet the Net Total Nitrogen and the Net Total Phosphorus effluent mass limits, under the Department's Chapter 96 regulations. The condition includes the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.

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

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

 • N/A

 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 not in effect.

 PA0080721, Sewage, SIC Code 4952, 6515, GSP Management Co., P.O. Box 677, Morgantown, PA 19543-0677. Facility Name: Cedar Manor MHP. This existing facility is located in Londonderry Township, Dauphin 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 Conewago Creek (TSF, MF), is located in State Water Plan watershed 7-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 .072 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
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 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.036	XXX	0.116
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	XXX	XXX	XXX	10	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10	XXX	20
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	4.8	XXX	9.6
May 1 - Oct 31	XXX	XXX	XXX	1.6	XXX	3.2
Total Phosphorus	Report	XXX	XXX	2.0	XXX	4
Total Phosphorus (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Phosphorus (Total Load, lbs)  (lbs)	XXX	438 Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs)  (lbs)	XXX	438 Total Annual	XXX	XXX	XXX	XXX

 Sludge use and disposal description and location(s): Digested sludge is periodically hauled off-site by a license hauler.

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

 • Stormwater Prohibition, Approval Contingencies, Proper Waste/Solids Management, and Chlorine minimization

 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.

 PA0033391, Sewage, SIC Code 6515, Pine Manor LLC, P.O. Box 677, Morgantown, PA 19543-0677. Facility Name: Pine Manor MHP. This existing facility is located in Londonderry Township, Dauphin 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 Lynch Run (TSF, MF), is located in State Water Plan watershed 7-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 .02 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	5.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.22	XXX	0.74
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	9.0	XXX	18
May 1 - Oct 31	XXX	XXX	XXX	3.0	XXX	6
Total Phosphorus	XXX	XXX	XXX	2.0	XXX	4
Total Phosphorus (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Nitrogen (Total Load, lbs)  (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs)  (lbs)	XXX	122 Total Annual	XXX	XXX	XXX	XXX

 Sludge use and disposal description and location(s): Digested sludge is periodically hauled off-site by a license hauler.

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

 • Stormwater Prohibition, Approval Contingencies, Proper Waste/Solids Management, and Chlorine minimization

 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.

 PA0020851, Sewage, SIC Code 4952, Hyndman Borough Municipal Authority Bedford County, P.O. Box 445, Hyndman, PA 15545-0445. Facility Name: Hyndman Borough STP. This existing facility is located in Hyndman Borough, Bedford 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), Wills Creek (CWF), is located in State Water Plan watershed 13-A 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 0.365 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Instantaneous Minimum	Average Monthly	Weekly Average	Instant. 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
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	76	122	XXX	25	40	50
Biochemical Oxygen Demand  (BOD5)
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	91	137	XXX	30	45	60
Total Suspended Solids
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
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N (Total Load,  lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen (Total Load, lbs)  (lbs)
Effluent Net	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen (Total  Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs)  (lbs)
Effluent Net	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ultraviolet light dosage  (mWsec/cm2)	XXX	XXX	Report	XXX	XXX	XXX

 Sludge use and disposal description and location(s): Mostoller Landfill; DEP Permit # 101571.

 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.

 PA0260797, Sewage, SIC Code 8661, Clappertown Cma Church, 3239 Piney Creek Road, Williamsburg, PA 16693-8800. Facility Name: Clappertown Cma Church Properties. This existing facility is located in Huston Township, Blair County.

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

 The receiving stream(s), Unnamed Tributary to Piney Creek (HQ-CWF), is located in State Water Plan watershed 11-A 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 .0005 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report	XXX	XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	XXX	XXX	XXX	10	XXX	20
Total Suspended Solids	XXX	XXX	XXX	20	XXX	40
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200  Geo Mean	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	XXX	XXX	XXX	15	XXX	30
May 1 - Oct 31	XXX	XXX	XXX	5	XXX	10

 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.

 PA0247537, Industrial, SIC Code 4222, Four Seasons Produce, P.O. Box 788, Ephrata, PA 17522. Facility Name: Four Seasons Produce, Inc. This existing facility is located in East Cocalico 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), Cocalico Creek (WWF), 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 .029 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Temperature (°F)	XXX	XXX	Report Inst Min	Report	Report Daily Max	XXX
Copper, 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.

 PA0246522, Sewage, SIC Code 7033, Wright Richard, 1172 River Road, Saxton, PA 16678-7516. Facility Name: Heritage Cove Resort Campground. This existing facility is located in Liberty Township, Bedford 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), Raystown Branch Juniata River (TSF), is located in State Water Plan watershed 11-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 .03 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
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	0.5	XXX	1.6
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

 The proposed effluent limits for Outfall 001 are based on a design flow of .03 MGD.—Limits.

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

 PA0260134, Sewage, SIC Code 7032, Lancaster Family YMCA, 265 Harrisburg Avenue, Lancaster, PA 17603-2936. Facility Name: Camp Shand Lancaster Family YMCA. This existing facility is located in Cornwall Borough, Lebanon 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 Shearers Creek (HQ-CWF), is located in State Water Plan watershed 7-G 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 .004 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Daily Minimum	Average Monthly	Maximum	Instant. Maximum
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	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	XXX	XXX	XXX	10	XXX	20
Total Suspended Solids	XXX	XXX	XXX	20	XXX	40
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200    Geo Mean	XXX	1,000
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	5.0	XXX	10
Total Phosphorus	XXX	XXX	XXX	2.0	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.

 PA0070050, Industrial, SIC Code 3313, Reading Alloys Inc., P.O. Box 53, Robesonia, PA 19551-0053. Facility Name: Reading Alloys. This existing facility is located in South Heidelberg Township, Berks 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), Spring Creek (CWF) and Spring Creek (CWF, MF), is located in State Water Plan watershed 3-C 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 .242 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Temperature (deg F) (°F)	XXX	XXX	XXX	XXX	Report Daily Max	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .242 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	Report Inst Min	XXX	XXX	Report
Temperature (deg F) (°F)
Jan 1 - 31	XXX	XXX	XXX	XXX	XXX	38.0
Feb 1 - 28	XXX	XXX	XXX	XXX	XXX	38.0
Mar 1 - 31	XXX	XXX	XXX	XXX	XXX	42.0
Apr 1 - 15	XXX	XXX	XXX	XXX	XXX	48.0
Apr 16 - 30	XXX	XXX	XXX	XXX	XXX	53.0
May 1 - 15	XXX	XXX	XXX	XXX	XXX	56.0
May 16 - 31	XXX	XXX	XXX	XXX	XXX	60.0
Jun 1 - 15	XXX	XXX	XXX	XXX	XXX	64.0
Jun 16 - 30	XXX	XXX	XXX	XXX	XXX	68.0
Jul 1 - 31	XXX	XXX	XXX	XXX	XXX	72.0
Aug 1 - 31	XXX	XXX	XXX	XXX	XXX	71.0
Sep 1 - 15	XXX	XXX	XXX	XXX	XXX	67.0
Sep 16 - 30	XXX	XXX	XXX	XXX	XXX	61.0
Oct 1 - 15	XXX	XXX	XXX	XXX	XXX	56.0
Oct 16 - 31	XXX	XXX	XXX	XXX	XXX	52.0
Nov 1 - 15	XXX	XXX	XXX	XXX	XXX	47.0
Nov 16 - 30	XXX	XXX	XXX	XXX	XXX	42.0
Dec 1 - 31	XXX	XXX	XXX	XXX	XXX	40.0

 The proposed effluent limits for Outfall 001 are based on a design flow of .242 MGD.—Limits.

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

 The proposed effluent limits for Outfall 003 are based on a design flow of 0 MGD.—Limits.

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

 The proposed effluent limits for Outfall 004 are based on a design flow of 0 MGD.—Limits.

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

 The proposed effluent limits for Outfall 005 are based on a design flow of 0 MGD.—Limits.

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

 The proposed effluent limits for Outfall 006 are based on a design flow of 0 MGD.—Limits.

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

 The proposed effluent limits for Outfall 007 are based on a design flow of 0 MGD.—Limits.

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

 The proposed effluent limits for Outfall 008 are based on a design flow of 0 MGD.—Limits.

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

 The proposed effluent limits for Outfall 009 are based on a design flow of 0 MGD.—Limits.

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

 The proposed effluent limits for Outfall 101 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0

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

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

 • N/A

 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.

 PA0081299, Sewage, SIC Code 4952, Model Enterprises Inc., 630 Delp Road, Lancaster, PA 17601-3077. Facility Name: Rolling Hills MHP. This existing facility is located in Rapho Township, Lancaster 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), 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 .02 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
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	0.5	XXX	1.6
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	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus	Report	XXX	XXX	2.0	XXX	4.0
Total Nitrogen (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (lbs)	XXX	122 Total Annual	XXX	XXX	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.

 PA0111350, Sewage, SIC Code 4952, Petersburg Borough Sewer Authority Huntingdon County, P.O. Box 6, Petersburg, PA 16669-0006. Facility Name: Petersburg STP. This existing facility is located in Petersburg 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), Shaver Creek (HQ-CWF), is located in State Water Plan watershed 11-B 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 .1 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Total Annual	Daily Minimum	Average Monthly	Weekly Average	Instant. 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
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	21.0	33.0	XXX	25.0	40.0	50.0
Biochemical Oxygen Demand  (BOD5)
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	25.0	38.0	XXX	30.0	45.0	60.0
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
Total Nitrogen	XXX	Report	XXX	Report Annl Avg	XXX	XXX
Total Phosphorus	XXX	Report Total Annual	XXX	Report Annl Avg	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.

 PA0261181, Sewage, SIC Code 6514, Michael F & Cynthia George Camellerie, 150 Corey Place, Huntington Station, NY 11746-2021. Facility Name: Camellerie Residence. This existing facility is located in North Middleton Township, Cumberland 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 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 0.0005 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Annual Average	Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report	XXX	XXX
Biochemical Oxygen Demand  (BOD5)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200   Geo Mean	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.

 A0265900, Sewage, SIC Code 4952, Jennifer L Messner & Larry G Messner, 1954 Bowmansville Road, Adamstown, PA 19501. Facility Name: Messner Residence. This existing facility is located in Adamstown Borough, Lancaster 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), Little Muddy Creek (TSF, MF), is located in State Water Plan watershed 7-J 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 0.0005 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	Instant. Maximum
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200   Geo Mean	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.

 PA0036889, Sewage, SIC Code 4952, Reading Township Municipal Authority Adams County, 843 W. Middle Street, Hanover, PA 17331-5011. Facility Name: Reading Township Adams County STP. This existing facility is located in Reading Township, 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), Conewago Creek (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 0.33 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Weekly Average	Instant. 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 (TRC)	XXX	XXX	XXX	0.23	XXX	0.75
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	68	110 Wkly Avg	XXX	25	40	50
Biochemical Oxygen Demand  (BOD5)
Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	82	123 Wkly Avg	XXX	30	45	60
Total Suspended Solids
Raw Sewage Influent	Report	Report	XXX	Report	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	19	XXX	XXX	7.0	XXX	14
Nov 1 - Apr 30	58	XXX	XXX	21	XXX	42
Total Phosphorus	5.5	XXX	XXX	2.0	XXX	4.0

 The proposed monitoring requirements and, where appropriate, effluent limits for implementation of the Chesapeake Bay Tributary Strategy are as follows for Outfall 001.

	Mass (lbs)		Concentration (mg/l)
Parameters	Monthly	Annual	Minimum	Monthly Average	Maximum
Ammonia—N	Report	Report	XXX	Report	XXX
Kjeldahl—N	Report	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX
Total Nitrogen	Report	Report	XXX	Report	XXX
Total Phosphorus	Report	Report	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.

 PA0248568, Sewage, SIC Code 4952, 6514, Barbara L Angelo & James M Angelo, 12295 Turkey Farm Road, Huntingdon, PA 16652-7737. Facility Name: James Angelo Residence. This existing facility is located in Walker Township, Huntingdon 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 of Crooked Creek (WWF), is located in State Water Plan watershed 11-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 0.0004 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	Instant. Maximum
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200    Geo Mean	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.

 PA0031631, Sewage, SIC Code 4952, Twin Valley School District, 4851 N. Twin Valley Road, Elverson, PA 19520-9340. Facility Name: Twin Valley Joint School. This existing facility is located in Caernarvon Township, Berks 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 East Branch Conestoga River (WWF), 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 0.027 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Maximum	Instant. 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 (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
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)
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	14	XXX	28
Total Phosphorus	Report	164.48 Total annual	XXX	2.0	XXX	4.0
Total Nitrogen	Report Annl Avg	Report Total Annual	XXX	Report Annl Avg	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.

 PA0020249, Sewage, SIC Code 4952, Roaring Spring Borough Municipal Authority Blair County, P.O. Box 33, Roaring Spring, PA 16673-0033. Facility Name: Roaring Spring Borough STP. This existing facility is located in Roaring Spring Borough, Blair 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), Frankstown Branch Juniata River (TSF, MF), is located in State Water Plan watershed 11-A 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 002 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Instantaneous Minimum	Average Monthly	Weekly Average	Instant. 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
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	146	233	XXX	25	40	50
Biochemical Oxygen Demand  (BOD5)
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	175	263	XXX	30	45	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	XXX	XXX	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N (Total Load,  lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen (Total Load, lbs)  (lbs)
Effluent Net	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	Report	XXX	XXX	Report	XXX	XXX
May 1 - Oct 31	37	XXX	XXX	6.5	XXX	13
Ammonia-Nitrogen (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen (Total  Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus (Total Load, lbs)  (lbs)
Effluent Net	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Bromide	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 not in effect.

---

 Southwest Regional Office: Regional Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, Telephone: 412.442.4000.

 PA0026506, Sewage, SIC Code 4952, West Mifflin Sanitary Sewer Municipal Authority, 1302 Lower Bull Run Road, West Mifflin, PA 15122-2902. Facility Name: Thompson Run STP. This existing facility is located in West Mifflin Borough, Allegheny 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 Thompson Run (WWF) is in State Water Plan watershed 19-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 4.0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Average Monthly	Average Monthly	Maximum	Instant. Maximum
Total Nitrogen	XXX	XXX	XXX	XXX	Report Avg Qrtly	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report Avg Qrtly	XXX
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
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	834	1,251	25.0	38 Wkly Avg	XXX	50.0
Biochemical Oxygen Demand  (BOD5)
Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	1,001	1,502	30.0	45.0 Wkly Avg	XXX	60.0
Raw Sewage Influent	Report	Report	XXX	Report	XXX	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 Geo Mean	XXX	1,000
Ultraviolet light transmittance (%)	XXX	XXX	Report Daily Min	XXX	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	100	150 Wkly Avg	3.0	4.5 Wkly Avg	XXX	6.0
May 1 - Oct 31	67	100 Wkly Avg	2.0	3.0 Wkly Avg	XXX	4.0

 Sludge use and disposal description and location(s): Municipal Landfill.

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

 • Outfalls 102, 103 and 104 are Plant Storm Water Outfalls and are permitted to discharge uncontaminated storm water from the plant site.

 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.

---

III. WQM Industrial Waste and Sewerage Applications under The Clean Streams Law.

---

 Southcentral Region: Clean Water Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110. Phone: 717-705-4707.

 WQM Permit No. 0185402, Sewerage, Mountain View MHP, 203 Rife Rd., East Berlin, PA 17316.

 This proposed facility is located in Reading Township, Adams County.

 Description of Proposed Action/Activity: Transfer request has been submitted.

 Southwest Regional Office: Regional Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745. Phone: 412.442.4000.

 WQM Permit No. 8046 A-1, Sewage, McCandless Township Sanitary Authority, 418 Arcadia Drive, Pittsburgh, PA 15237-5557.

 This existing facility is located in Ross Township, Allegheny County.

 Description of Proposed Action/Activity: Replace chlorine with UV system at Longvue No. 2 STP.

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

 WQM Permit No. WQG02101904, Sewage, Breakneck Creek Region Authority, 1166 Mars Evans City Road, Mars, PA 16046-2216.

 This proposed facility is located in Adams Township, Butler County.

 Description of Proposed Action/Activity: Sewer extension to serve Brookhaven development.

 WQM Permit No. 3719401, Sewage, Michael Conglose, 241 Catalina Drive, New Castle, PA 16105-4803.

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

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

---

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

---

 Southeast Region: Waterways & Wetlands Program Manager, 2 East Main Street, Norristown, PA 19401. Telephone 484-250-5160.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAD150052	The Vanguard Group 400 Devon Park Drive Wayne, PA 19087	Chester	East Whiteland Twp	Little Valley Creek/ EV
PAD150137	PECO Energy Company (PECO) 2301 Market St., S7-2 Philadelphia, PA 19103	Chester; Montgomery	East Coventry City/Twp; North Coventry Twp; Lower Pottsgrove Twp	UNT to Pigeon Creek/ HQ-TSF, MF; UNT to Schuylkill River/HQ-TSF, MF; Schuylkill River (Chester Co)/ WWF, MF; Schuylkill River (Montgomery Co)/ WWF, MF
PAD460042	Hartford Properties, LLC 1000 S. Lenola Road Building 2 Suite 100 Maple Shade, NJ 08052	Montgomery	Upper Gwynedd Twp	Wissahickon Creek/ TSF, MF
PAD150143	PA Turnpike Commission Gary L. Graham, PE Assistant Chief Engineer 700 S. Eisenhower Blvd Middletown, PA 17057	Chester	East Nantmeal Twp	UNT To Marsh Creek/ HQ-TSF, MF
PAD150035	Brandywine Station LP 707 Eagleview Blvd Exton, PA 19341	Chester	Downingtown Borough; East Caln Twp	East Branch of the Brandywine/WWF, MF
PAD150147	Vantage Point Retirement Living, Inc. 411 Eagle View Blvd Suite 114 Exton, PA 19341	Chester	Upper Uwchlan Twp	UNT to Pickering Creek/HQ-TSF
PAD150140	Coatesville Area School District 3030 C G Zinn Road Thorndale, PA 19372-1130	Chester	West Caln Twp	West Brandywine Creek/HQ-CWF, MF; Rock Run/TSF-MF
PAD460040	PennDOT District 6-0 Charles Davies, PE ADE Design 7000 Geerdes Blvd King of Prussia, PA 19406-1525	Montgomery	Norristown Municipality; East Norriton Twp; Whitpain Twp	UNT to Sawmill Run/TSF, MF; UNT to East Branch Stony Creek/ TSF, MF; East Branch Stony Creek/TSF, MF
PAD460041	Envision/Matrix Limekiln, LLC 485 Devon Park Drive Suite 106 Wayne, PA 19087-1840	Montgomery	Horsham Twp	UNT to Little Neshaminy Creek/ WWF, MF
PAD460044	PECO Energy Company 2301 Market St, S7-2 Philadelphia, PA 19103	Delaware County; Montgomery County	Radnor Twp; Haverford Twp; Marple Twp; West Conshohocken Borough; Upper Merion Twp; Lower Merion Twp	Schuylkill River/ WWF, MF; Gulph Creek/ WWF, MF; UNT to Gulph Creek/ WWF, MF; Mill Creek/TSF, MF; UNT to Mill Creek/ CWF, MF; UNT to Meadowbrook Run/ TSF, MF; Darby Creek/ CWF, MF; Langford Run/ WWF, MF; Meadowbrook Run/ CWF, MF; Finn Run/CWF, MF; Doom Run/CWF, MF; Ithan Creek/CWF, MF; UNT to Darby Creek/ CWF, MF; Cobbs Creek/ WWF, MF
PAD090041	Andrew Kratz/Kenneth K. Kratz Marital Trust 321 Beaver Dam Road Creedmor, NJ 27522-7101	Bucks	West Rockhill Twp	Ridge Valley Creek/HQ-TSF
PAD150148	32 N. Bacton Hill Partners, LLC 32 N. Bacton Hill Road Malvern, PA 19355	Chester	East Whiteland Twp	Little Valley Creek/ EV, MF
PAD150135	HP Flanagan, Inc. 139 Church Street Malvern, PA 19355	Chester	East Whitleand Twp	Valley Creek/EV
PAD090044	Elcon Recycling Services, LLC 1720 Walton Road Blue Bell, PA 19422-2305	Bucks	Falls Twp	Biles Creek/ WWF, MF

 Northeast Region: Waterways and Wetlands Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915.

 Lehigh County Conservation District, 4184 Dorney Park Road, Suite 105, Allentown, PA 18401.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAD390095	Penndot Engineering District 5-0 1002 Hamilton St. Allentown, PA 18101	Lehigh	Upper Macungie Twp, Lehigh Cnty Maxatawny Twp, Berks Cnty	Schafer Run (HQ-CWF, MF)

 Southcentral Region: Waterways & Wetlands Program, 909 Elmerton Avenue, Harrisburg, PA 17110-8200, Nathan Phillips, Section Chief, 717.705.4802.

Permit #	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAD500003	PPL Electric Utilities, Corp. Two North Ninth Street GENN 4 Allentown, PA 18101-1179	Perry	Carroll Township Centre Township Spring Townships	UNT Montour Creek (CWF, MF) UNT Perry Furnace Run (CW, MF) Little Juniata Creek (CWF, MF) Montour Creek (CWF, MF) UNT Trout Run (CWF, MF)

---

VII. List of NOIs for NPDES and/or Other General Permit Types.

---

PAG-12	CAFOs
PAG-13	Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4)

---

MS4 PAG-13 Notices of Intent Received.

---

 Southwest Regional Office: Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745. Phone: 412.442.4000.

NPDES Permit No.	Applicant Name & Address	Municipality, County	Waiver Application Submitted (Y/N)	Pollutant Reduction Plan Submitted (Y/N)
PAG136111	Allenport Borough 1850 Main Street Allenport, PA 15412-0186	Allenport Borough Washington County	Y	N

[Continued on next Web Page]

---

No part of the information on this site may be reproduced for profit or sold for profit.

This material has been drawn directly from the official Pennsylvania Bulletin full text database. Due to the limitations of HTML or differences in display capabilities of different browsers, this version may differ slightly from the official printed version.

---