NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[46 Pa.B. 6331]
[Saturday, October 8, 2016]

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.

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I. NPDES Renewal Applications

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 Southeast Region: Clean Water Program Manager, 2 East Main Street, Norristown, PA 19401. Phone: 484.250.5970.

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed No.)	EPA Waived Y/N?
PA0056537 (Storm Water)	Highway Materials Malvern Plant 680 Morehall Road Frazer, PA 19355	Chester County East Whiteland Township	Unnamed Tributary to Valley Creek (3-F)	Yes

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  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?
PA0011374—IW	Stanley Black & Decker (former Baldwin Hardware) 1000 Stanley Drive New Britain CT 06053	Berks County/ Reading City	UNT Schuylkill River/ 6-C	Y
PA0086967—IW	Myerstown Water Authority 601 Stracks Dam Road Myerstown, PA 17067	Lebanon County/ Jackson Township	UNT Tulpehocken Creek/3-C	Y
PA0043486—IW	Lancaster County Solid Waste Management Authority— Creswell Landfill 1299 Harrisburg Pike PO Box 4425 Lancaster, PA 17604-4425	Lancaster County/ Manor Township	Manns Run/7-J	Y

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 Northcentral Regional Office: Clean Water Program Manager, 208 W Third Street, Suite 101, Williamsport, PA 17701-6448. Phone: 570.327.3636.

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed No.)	EPA Waived Y/N?
PA0112275 (Industrial)	Con Lime Bellefonte Facility 965 E College Avenue Bellefonte, PA 16823	Centre County Benner Township	Buffalo Run (9-C)	Yes

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II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Non-Waived Permit Applications

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

 PA0253359, Industrial, SIC Code 4941, Cambria Somerset Authority, 110 Franklin Street, Suite 200, Johnstown, PA 15901-1829. Facility Name: Cambria Somerset Authority. This existing facility is located in Quemahoning Township, Somerset County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of untreated industrial supply water. In the future, the facility will receive wastewater from a 1,040 MW natural gas combined cycle steam electric power plant known as the CPV Fairview Energy Center, to be discharged through Outfalls 001 and/or 002.

 The receiving stream(s), Hinckston Run (001) and Peggys Run (002), is located in State Water Plan watershed 18-E and 18-D and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 6 MGD.—Interim Limits (prior to commencement of power plant discharge).

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Aluminum, Total	XXX	XXX	XXX	0.75	0.75	0.75
*Antimony, Total (µg/L)	XXX	XXX	XXX	6.4	9.9	16
*Arsenic, Total (µg/L)	XXX	XXX	XXX	11.4	15.6	28.5
*Cadmium, Total (µg/L)	XXX	XXX	XXX	0.3	0.5	0.8
Iron, Total	XXX	XXX	XXX	1.5	3.0	3.8
*Lead, Total (µg/L)	XXX	XXX	XXX	3.6	5.6	9.0
Manganese, Total	XXX	XXX	XXX	1.0	2.0	2.5
*Mercury, Total (µg/L)	XXX	XXX	XXX	0.06	0.09	0.15
*Selenium, Total (µg/L)	XXX	XXX	XXX	5.7	8.8	14.3
*Thallium, Total (µg/L)	XXX	XXX	XXX	0.3	0.4	0.8

 The proposed effluent limits for Outfall 001 are based on a design flow of 6 MGD.—Final Limits (upon commencement of power plant discharge).

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX
Aluminum, Total	Report	Report	XXX	0.75	0.75	0.75
*Antimony, Total (µg/L)	XXX	XXX	XXX	6.4	9.9	16
*Arsenic, Total (µg/L)	XXX	XXX	XXX	11.4	17.7	28.5
*Cadmium, Total (µg/L)	XXX	XXX	XXX	0.3	0.5	0.8
*Copper, Total (µg/L)	XXX	XXX	XXX	10.2	15.9	15.9
Iron, Total	Report	Report	XXX	1.5	3.0	3.8
*Lead, Total (µg/L)	XXX	XXX	XXX	3.6	5.6	9.0
Manganese, Total	Report	Report	XXX	1.0	2.0	2.5
*Mercury, Total (µg/L)	XXX	XXX	XXX	0.06	0.09	0.15
*Nickel, Total (µg/L)	XXX	XXX	XXX	59.0	84.0	148
*Selenium, Total (µg/L)	XXX	XXX	XXX	5.7	8.8	14.3
*Silver, Total (µg/L)	XXX	XXX	XXX	3.8	4.3	4.3
Sulfate, Total	XXX	XXX	XXX	Report	Report	XXX
*Thallium, Total (µg/L)	XXX	XXX	XXX	0.3	0.4	0.8
Chloride	XXX	XXX	XXX	Report	Report	XXX
Bromide	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 5.9 MGD.—Interim Limits (prior to commencement of power plant discharge).

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Aluminum, Total	XXX	XXX	XXX	0.75	0.75	0.75
*Antimony, Total (µg/L)	XXX	XXX	XXX	5.7	8.9	14.3
*Arsenic, Total (µg/L)	XXX	XXX	XXX	10.1	15.6	25.3
*Cadmium, Total (µg/L)	XXX	XXX	XXX	0.3	0.4	0.8
Iron, Total	XXX	XXX	XXX	1.5	3.0	3.8
*Lead, Total (µg/L)	XXX	XXX	XXX	3.2	5.0	8.0
Manganese, Total	XXX	XXX	XXX	1.0	2.0	2.5
*Mercury, Total (µg/L)	XXX	XXX	XXX	0.05	0.08	0.13
*Selenium, Total (µg/L)	XXX	XXX	XXX	5.1	7.9	12.8
*Thallium, Total (µg/L)	XXX	XXX	XXX	0.2	0.4	0.5

 The proposed effluent limits for Outfall 002 are based on a design flow of 5.9 MGD.—Final Limits (upon commencement of power plant discharge).

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX
Aluminum, Total	Report	Report	XXX	0.75	0.75	0.75
*Antimony, Total (µg/L)	XXX	XXX	XXX	5.7	8.9	14.3
*Arsenic, Total (µg/L)	XXX	XXX	XXX	10.1	15.8	25.3
*Cadmium, Total (µg/L)	XXX	XXX	XXX	0.3	0.4	0.8
*Copper, Total (µg/L)	XXX	XXX	XXX	9.3	14.2	14.2
Iron, Total	Report	Report	XXX	1.5	3.0	3.8
*Lead, Total (µg/L)	XXX	XXX	XXX	3.2	5.0	8.0
Manganese, Total	Report	Report	XXX	1.0	2.0	2.5
*Mercury, Total (µg/L)	XXX	XXX	XXX	0.05	0.08	0.13
*Nickel, Total (µg/L)	XXX	XXX	XXX	53.0	83.0	133
*Selenium, Total (µg/L)	XXX	XXX	XXX	5.1	7.9	12.8
*Silver, Total (µg/L)	XXX	XXX	XXX	3.8	3.8	3.8
Sulfate, Total	XXX	XXX	XXX	Report	Report	XXX
*Thallium, Total (µg/L)	XXX	XXX	XXX	0.2	0.4	0.5
Chloride	XXX	XXX	XXX	Report	Report	XXX
Bromide	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Internal Monitoring Point 101 are based on a design flow of 2.2 MGD.—-Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Temperature (°F)	XXX	XXX	XXX	Report	XXX	110
Total Suspended Solids	XXX	XXX	XXX	Report	Report	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
Aluminum, Total	Report	Report	XXX	Report	Report	XXX
Antimony, Total (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Arsenic, Total (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Cadmium, Total (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Copper, Total (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	Report	Report	XXX	Report	Report	XXX
Lead, Total (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Manganese, Total	Report	Report	XXX	Report	Report	XXX
Mercury, Total (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Nickel, Total (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Selenium, Total (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Silver, Total (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Sulfate, Total	XXX	XXX	XXX	Report	Report	XXX
Thallium, Total (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Chloride	XXX	XXX	XXX	Report	Report	XXX
Bromide	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Internal Monitoring Point 201 are based on a design flow of 0.29 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	XXX

 The proposed effluent limits for Internal Monitoring Point 301 are based on a design flow of 1.82 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Free Available Chlorine	XXX	XXX	XXX	0.2	XXX	0.5
Chromium, Total	XXX	XXX	XXX	0.2	0.2	XXX
Zinc, Total	XXX	XXX	XXX	1.0	1.0	XXX

 *The permittee did not sample to the quantitation level (QL) values as determined by the Department. As a result, the water quality based effluent limitations marked with a ''*'' may be resampled by the permittee during the comment period. The Department will re-evaluate the applicability of the limits and may impose monitoring or removal of these water quality based effluent limits in the final permit, if appropriate.

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

 • The permittee will be required to sample for Pollutant Groups 1, 2, 3, 4 and 5 at Outfalls 001, 002 and Internal Monitoring Point 101 following commencement of the discharge from the CPV Fairview Energy Center power plant.

 • No detectable amounts of the126 Priority Pollutants from chemicals added for cooling tower maintenance

 • Operation of the supply water distribution system to ensure that users who have requested not to receive reclaim water do not receive the water in part, or in whole, along the supply pipeline.

 • If any modification to the CSA supply pipeline system requires an amendment to any other permit, it is the permittee's responsibility to apply for those permits.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.

 The EPA Waiver is not in effect.

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 Southeast Region: Clean Water Program Manager, 2 East Main Street, Norristown, PA 19401. Telephone 484-250-5970.

 PA0026689, Sewage, SIC Code 4952, Philadelphia Water Department, 1101 Market Street 5th Floor, Philadelphia, PA 19107-2994. Facility Name: PWD NEWPCP. This existing facility is located in Philadelphia City, Philadelphia 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), Delaware River, Frankford Creek, Pennypack Creek, Tacony Creek, Unnamed Tributary to Delaware River, Unnamed Tributary to Pennypack Creek and Unnamed Tributary to Tacony Creek, is located in State Water Plan watershed 3-J and is classified for Warm Water Fishes, Migratory Fishes, Warm Water Fishes, Trout Stocking 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 210 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Daily 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	Report	Report	XXX	XXX
Total Residual Chlorine	XXX	XXX	XXX	0.5	XXX	1.0
Color (Pt-Co Units)	XXX	XXX	XXX	Report Daily Max	XXX	XXX
CBOD5
Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
CBOD5	36,430	54,645	XXX	25	40 Wkly Avg	50
BOD5
Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
CBOD20	71,760	XXX	XXX	XXX	XXX	XXX
CBOD5 Minimum
Percent Removal	XXX	XXX	86	XXX	XXX	XXX
Total Suspended Solids	52,540	78,810	XXX	30	45 Wkly Avg	60
Total Suspended Solids
Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
TSS Minimum
Percent Removal	XXX	XXX	85	XXX	XXX	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX
Specific Conductance *
(µmhos/cm)	XXX	XXX	XXX	Report	Report	XXX
Fecal Coliform (CFU/100 ml)	XXX	XXX	XXX	200  Geo Mean	XXX	1,000**
Ammonia-Nitrogen	XXX	XXX	XXX	35	Report	70
Nitrate as N	XXX	XXX	XXX	Report	Report	XXX
Nitrite as N	XXX	XXX	XXX	Report	Report	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	Report	XXX
Total Phosphorus	XXX	XXX	XXX	Report	Report	XXX
Total Copper	XXX	XXX	XXX	Report	XXX	XXX
Dissolved Iron	XXX	XXX	XXX	Report	XXX	XXX
Total Iron	XXX	XXX	XXX	Report	XXX	XXX
Total Mercury	XXX	XXX	XXX	Report	XXX	XXX
Total Zinc	XXX	XXX	XXX	Report	XXX	XXX
4,4-DDD	XXX	XXX	XXX	Report	XXX	XXX
4,4-DDT	XXX	XXX	XXX	Report	XXX	XXX
4,4-DDE	XXX	XXX	XXX	Report	XXX	XXX
Benzidine	XXX	XXX	XXX	Report	XXX	XXX
Chlordane	XXX	XXX	XXX	Report	XXX	XXX
1,2-Dichloroethane	XXX	XXX	XXX	Report	XXX	XXX
gamma-BHC	XXX	XXX	XXX	Report	XXX	XXX
Heptachlor	XXX	XXX	XXX	Report	XXX	XXX
Tetrachloroethylene	XXX	XXX	XXX	Report	XXX	XXX
Trichloroethylene	XXX	XXX	XXX	Report	XXX	XXX
PCBs (Dry Weather) (pg/L)	XXX	XXX	XXX	XXX	Report Max	XXX
PCBs (Wet Weather) (pg/L)	XXX	XXX	XXX	XXX	Report Max	XXX
Chronic Toxicity—
Ceriodaphnia Survival (TUc)	XXX	XXX	XXX	XXX	Report	XXX
Ceriodaphnia Reproduction (TUc)	XXX	XXX	XXX	XXX	Report	XXX
Acute Toxicity—
Ceriodaphnia Survival (TUa)	XXX	XXX	XXX	XXX	Report	XXX
Chronic Toxicity—
Pimephales Survival (TUc)	XXX	XXX	XXX	XXX	Report	XXX
Acute Toxicity—
Pimephales Survival (TUa)	XXX	XXX	XXX	XXX	Report	XXX
Chronic Toxicity—
Pimephales Growth (TUc)	XXX	XXX	XXX	XXX	Report	XXX

 * Specific conductance shall be measured from the same sample taken for TDS.

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

 The proposed effluent limits for Outfall 061 are based on stormwater.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly		Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
CBOD5	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Fecal Coliform (CFU/100 ml)	XXX	XXX	XXX	XXX	Report	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limitations for Combined Sewer Overflow Outfalls 002—008, 010—052 and 058—060 as follows:

 All discharges of floating materials, oil, grease, scum, foam, sheen, and substances which produce color, tastes, odors, turbidity or settle to form deposits shall be controlled to level which will not be initial or harmful to the water uses to be protected or to human, plant or aquatic life.

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

 I.

  A. Stormwater Discharge

  B. Necessary Property Rights

  C. Sludge Disposal

  D. 86% CBOD₅ reduction

  E. Toxic Approved Test Methods

  F. TRC

  G. TMDL / WLA Analysis

  H. O&M Plan

  I. Act 11 Notification

  J. Sampler equipment

  K. Effluent and influent sampling

  L. Methods for exceeding 315 MGD flow

 II. Stormwater Requirements

 III. POTW Pretreatment Program Implementation

 IV. Combined Sewer Overflows

 V. PCB Minimization Plan and Monitoring

 VI. Whole Effluent Toxicity Testing

 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.

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

 PA0026875, Sewage, SIC Code 4952, Hanover Borough, 44 Frederick Street, Hanover, PA 17331-3501. Facility Name: Hanover Regional WWTP. This existing facility is located in Hanover Borough, 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), South Branch Conewago Creek and Plum Creek, are located in State Water Plan watershed 7-F and are 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 5.6 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	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.28	XXX	0.93
CBOD5
May 1 - Oct 31	467	700	XXX	10	15	20
Nov 1 - Apr 30	934	1,401	XXX	20	30	40
BOD5
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	1,401	2,101	XXX	30	45	60
Total Suspended Solids
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Fecal Coliform (CFU/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
May 1 - Oct 31	70	XXX	XXX	1.5	XXX	3.0
Nov 1 - Apr 30	140	XXX	XXX	3.0	XXX	6.0
Total Phosphorus	93	XXX	XXX	2.0	XXX	4.0

 The proposed effluent limits for Outfall 002 are based on an emergency discharge flow of 12 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	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.22	XXX	0.72
CBOD5)	Report	Report	XXX	20	30	40
Total Suspended Solids	Report	Report	XXX	30	45	60
Fecal Coliform (CFU/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
May 1 - Oct 31	Report	XXX	XXX	1.5	XXX	3.0
Nov 1 - Apr 30	Report	XXX	XXX	3.0	XXX	6.0
Total Phosphorus	Report	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:

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
Net Total Nitrogen	Report	82,991	XXX	XXX	XXX
Net Total Phosphorus	Report	10,959	XXX	XXX	XXX

 The proposed monitoring requirements and, where appropriate, effluent limits for implementation of the Chesapeake Bay Tributary Strategy are as follows for Outfall 002:

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
Net Total Nitrogen	Report	Report	XXX	XXX	XXX
Net Total Phosphorus	Report	Report	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.

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

 • Chesapeake Bay Nutrient Monitoring Requirements

 • Whole Effluent Toxicity (WET) Testing Requirements

 • Stormwater Monitoring Requirements

 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.

 PA0055328, SIC Code 4953, New Morgan Landfill Co. Inc., 420 Quarry Road, P O Box 128, Morgantown, PA 19543-0128. Facility Name: Conestoga Landfill. This existing facility is located in New Morgan Borough, Berks County.

 Description of Existing Activity: The DEP is proposing to add one parameter for outfall 001 to existing permit, Net Total Phosphorus, consistent with DEP's published strategy to implement Chesapeake Bay TMDL and track nutrient loads. Outfalls that are not affected are not shown below.

 The receiving stream(s), the Conestoga River, 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 0.075 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily 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	XXX	XXX	XXX	0.5	XXX	1.6
CBOD5	13.1	26.3	XXX	21	42	53
Total Suspended Solids	16.9	55.0	XXX	27	88	110
Oil and Grease	XXX	XXX	XXX	15	XXX	30
Fecal Coliform (CFU/100 ml)
May 1 - Sep 30	XXX	XXX	XXX	200    Geo Mean	XXX	1,000
Oct 1 - Apr 30	XXX	XXX	XXX	2,000      Geo Mean	XXX	10,000
Ammonia-Nitrogen	3.1	6.3	XXX	4.9	10	12.5
a-Terpineol	0.010	0.021	XXX	0.016	0.033	0.041
Benzoic Acid	0.044	0.075	XXX	0.071	0.12	0.18
p-Cresol	0.009	0.016	XXX	0.014	0.025	0.035
Phenol	0.009	0.016	XXX	0.015	0.026	0.038
Total Zinc	0.069	0.125	XXX	0.11	0.20	0.28
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus (lbs)	Report Total Monthly	64.0
Total Annual	XXX	XXX	XXX	XXX
Total Dissolved Solids	Report	XXX	XXX	Report	XXX	XXX
Chloride	Report	XXX	XXX	Report	XXX	XXX
Bromide	Report	XXX	XXX	Report	XXX	XXX
Sulfate	Report	XXX	XXX	Report	XXX	XXX
1,4-Dioxane	XXX	XXX	XXX	Report	XXX	XXX
Total Antimony	XXX	XXX	XXX	Report	XXX	XXX
Total Arsenic	XXX	XXX	XXX	Report	XXX	XXX
Total Cadmium	XXX	XXX	XXX	Report	XXX	XXX
Hexavalent Chromium	XXX	XXX	XXX	Report	XXX	XXX
Total Copper	XXX	XXX	XXX	Report	XXX	XXX
Dissolved Iron	XXX	XXX	XXX	Report	XXX	XXX
Total Iron	XXX	XXX	XXX	Report	XXX	XXX
Total Manganese	XXX	XXX	XXX	Report	XXX	XXX

 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	64.0	XXX	Report	XXX
Net Total Nitrogen*	Report	12,500	XXX	XXX	XXX
Net Total Phosphorus*	Report	64.0	XXX	XXX	XXX

 * This permit contains conditions which authorize the permittee to apply nutrient reduction credits to meet the Net Total Nitrogen 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. Credits cannot be used to meet the Net Total Phosphorus effluent mass limit which derives from a Total Maximum Daily Limit on the receiving waterway.

 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.

 PA0010502, Industrial, SIC Code 3489, U.S. Army Fort Detrick, 1 Overcash Avenue, Chambersburg, PA 17201-4150. Facility Name: Letterkenny Army Depot. This existing facility is located in Greene Township, Franklin 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), Rowe Run, Rocky Spring Branch, and Unnamed Tributary of Conococheague Creek, is located in State Water Plan watershed 7-B and 13-C and is classified for Cold Water 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 0.29 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Carbonaceous Biochemical Oxygen
Demand (CBOD5)	48.0	97.0	XXX	20.0	40.0	50
Total Suspended Solids	24.0	48.0	XXX	10.0	20.0	25
Oil and Grease	36.0	72	XXX	15.0	30.0	30
Total Phosphorus	4.8	9.7	XXX	2.0	4.0	5
Cadmium, Total	0.004	0.005	XXX	0.0015	0.0023	0.0038
Chromium, Total	4.13	6.7	XXX	1.71	2.77	4.25
Copper, Total	0.13	0.2	XXX	0.054	0.084	0.135
Cyanide, Total	Report	Report	XXX	0.65	1.2	1.62
Lead, Total	0.059	0.092	XXX	0.024	0.038	0.061
Nickel, Total	0.73	1.13	XXX	0.3	0.469	0.75
Silver, Total	0.061	0.094	XXX	0.025	0.039	0.063
Zinc, Total	1.07	1.67	XXX	0.443	0.692	1.108
Total Toxic Organics	XXX	XXX	XXX	XXX	2.13	XXX
Bis(2-Ethylhexyl)Phthalate	0.052	0.081	XXX	0.021	0.033	0.054

 The proposed effluent limits for Outfall S01 are based on a design flow of 0 MGD.—Limits.

	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
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Aluminum, Total	XXX	XXX	XXX	Report	XXX	XXX
Iron, Total	XXX	XXX	XXX	Report	XXX	XXX
Zinc, Total	XXX	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall S02 are based on a design flow of 0 MGD.—Limits.

	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
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Aluminum, Total	XXX	XXX	XXX	Report	XXX	XXX
Cadmium, Total	XXX	XXX	XXX	Report	XXX	XXX
Chromium, Total	XXX	XXX	XXX	Report	XXX	XXX
Copper, Total	XXX	XXX	XXX	Report	XXX	XXX
Cyanide, Total	XXX	XXX	XXX	Report	XXX	XXX
Iron, Total	XXX	XXX	XXX	Report	XXX	XXX
Lead, Total	XXX	XXX	XXX	Report	XXX	XXX
Nickel, Total	XXX	XXX	XXX	Report	XXX	XXX
Silver, Total	XXX	XXX	XXX	Report	XXX	XXX
Zinc, Total	XXX	XXX	XXX	Report	XXX	XXX
Total Toxic Organics	XXX	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall S03 are based on a design flow of 0 MGD.—Limits.

	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
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Aluminum, Total	XXX	XXX	XXX	Report	XXX	XXX
Iron, Total	XXX	XXX	XXX	Report	XXX	XXX
Zinc, Total	XXX	XXX	XXX	Report	XXX	XXX

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

 • Stormwater Outfall requirements

 • PPC plan

 • Stormwater BMPs

 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.

 PA0246760, Industrial, SIC Code 4941, Franklin County Gen Authority, 5000 Letterkenny Road, Suite 230, Chambersburg, PA 17201. Facility Name: Franklin County Gen Authority WTP. This existing facility is located in Greene Township, Franklin 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), Dry Swale to Unnamed Tributary of Conococheague Creek, is located in State Water Plan watershed 13-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 0.14 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0 Max	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.0
Total Suspended Solids	35	70	XXX	30	60	75
Aluminum, Total (MGD)	4.8	9.6	XXX	4	8	10
Iron, Total	2.4	4.8	XXX	2	4	5
Manganese, Total	1.2	2.4	XXX	1	2	2.5

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

 • Sedimentation basin cleaning notification

 • Collection and disposal of solids

 • Chlorine minimization

 • Dry stream requirements

 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.

 PA0261378, Sewage, SIC Code, Sheetz Inc., 5700 Sixth Avenue, Altoona, PA 16602. Facility Name: Sheetz Clarks Ferry Store 461. This existing facility is located in Reed 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), Susquehanna River, and a concrete Swale to Juniata River is located in State Water Plan watershed 6-C 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 0.0075 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	XXX	9.0	XXX
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	10	XXX	20
Fecal Coliform (CFU/100 ml)	XXX	XXX	XXX	200   Geo Mean	XXX	1,000
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	5.0	XXX	10
Total Phosphorus	XXX	XXX	XXX	0.5	XXX	1

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.0075 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	XXX	9.0	XXX
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen
Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60
Fecal Coliform (CFU/100 ml)
Nov 1 - Apr 30	XXX	XXX	XXX	2,000     Geo Mean	XXX	10,000
May 1 - Oct 31	XXX	XXX	XXX	200    Geo Mean	XXX	1,000
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	Instant. Maximum
Kjeldahl—N	Report	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report	Report	XXX	Report	XXX	XXX
Total Phosphorus	Report	Report	XXX	Report	XXX	XXX
Net Total Nitrogen	Report	38	XXX	XXX	XXX	XXX
Net Total Phosphorus	Report	3.8	XXX	XXX	XXX	XXX

 The proposed monitoring requirements and, where appropriate, effluent limits for implementation of the Chesapeake Bay Tributary Strategy are as follows for Outfall 002.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	Instant. Maximum
Kjeldahl—N	Report	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report	Report	XXX	Report	XXX	XXX
Total Phosphorus	Report	Report	XXX	Report	XXX	XXX
Net Total Nitrogen	Report	38	XXX	XXX	XXX	XXX
Net Total Phosphorus	Report	3.8	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.

 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.

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

 PA0264628, Sewage, SIC Code 8800, Stephen Manning, P.O. Box 85, East Smethport, PA 16730. Facility Name: Stephen Manning SRSTP. This proposed facility is located in Keating Township, McKean 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 Marvin Creek, is located in State Water Plan watershed 16-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 0.0004 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
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	1,000

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6340.

 The EPA Waiver is in effect.

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

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

 WQM Permit No. 0216402 A-1, Sewage, W Mifflin Sanitary Sewer Municipal Authority Allegheny County, 1302 Lower Bull Run Road, West Mifflin, PA 15122-2902.

 This existing facility is located in West Mifflin Borough, Allegheny County.

 Description of Proposed Action/Activity: Conversion of two existing circular concrete anaerobic digesters to aerobic digesters in the wastewater treatment plant. Aeration equipment will be installed in both tanks and three new blowers will be installed.

 WQM Permit No. 0416402, Sewage, Bill J. Lilly, 845 Barclay Hill Road, Beaver, PA 15009.

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

 Description of Proposed Action/Activity: Construction of a single residence sewage treatment plant consisting of a Norweco Singulair Model 960 Aerobic Unit, a Norweco Bio Film Reactor and a Salcor 3G Ultra-Violet Disinfection Unit.

 WQM Permit No. 2616400, Sewage, Laurel Highlands Council—Boy Scouts of America, Flag Plaza Scout Center, 1275 Bedford Avenue, Pittsburgh, PA 15219.

 This proposed facility is located in Wharton Township, Fayette County.

 Description of Proposed Action/Activity: The applicant proposed to install an Ultraviolet Disinfection System to replace the existing Chlorine Disinfection System at the Laurel Highlands Council Boy Scouts of America's Heritage Reservation STP.

 WQM Permit No. 6316403, Sewage, First Federal Savings & Loan Association, 25 East High Street, Waynesburg, PA 15370.

 This proposed facility is located in South Franklin Township, Washington County.

 Description of Proposed Action/Activity: Installation of a Single Residence Sewage Treatment Plant at 650 Moore Road.

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

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 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
PAI011516009	Integrated Land Management, Inc. 3 Lucas Lane Malvern, PA 19355	Chester	Willistown Township	Ridley Creek HQ

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

 Lehigh County Conservation District, Lehigh Ag Center, Suite 102, 4184 Dorney Park Rd., Allentown, PA 18104

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI023916018	Tom Williams, Jr. Cooper Farms, LLC 1954 O'Brien Court Bethlehem, PA 18015	Lehigh	Coopersburg Borough	UNT to Laurel Run (CWF, MF), EV Wetlands
PAI023916020	Darrel Stein Sealmaster 6853 Ruppsville Road Allentown, PA 18106	Lehigh	Upper Macungie Township	Iron Run (HQ-CWF, MF) Little Lehigh Creek (HQ-CWF, MF)

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

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI050415001	Department of General Services, Building 0-13 Fort Indiantown Gap Annville, PA 17003	Beaver County	Chippewa Township	UNT to North Fork Little Beaver Creek (HQ-CWF)
PAI056316001	Brownlee Land Ventures P.O. Box 51 West Middletown, PA 15379	Washington County	Hopewell Township, and Independence Township	UNT to Haynan Run (HQ-WWF)
PAI056316003	First Pennsylvania Resource, LLC 33 Terminal Way Suite 431A Pittsburgh, PA 15219	Washington County	Donegal Township	UNTs to Buck Run (HQ-WWF)

STATE CONSERVATION COMMISSION

PROPOSED NUTRIENT MANAGEMENT PLANS RELATED TO APPLICATIONS FOR NPDES PERMITS FOR CAFOs

 This notice provides information about agricultural operations that have submitted nutrient management plans (NMPs) for approval under 3 Pa.C.S. Chapter 5 and that have or anticipate submitting applications for new, amended or renewed NPDES permits, or Notices of Intent (NOIs) for coverage under a general permit, for CAFOs, under 25 Pa. Code Chapter 92a. This notice is provided in accordance with 25 Pa. Code Chapter 92a and 40 CFR Part 122, implementing The Clean Streams Law and the Federal Clean Water Act.

 Based upon preliminary reviews, the State Conservation Commission (SCC) or County Conservation Districts (CCD) working under a delegation agreement with the SCC have completed an administrative review of NMPs described. These NMPs are published as proposed plans for comment prior to taking final actions. The NMPs are available for review at the CCD office for the county where the agricultural operation is located. A list of CCD office locations is available at http://www.nacdnet.org/about/districts/directory/pa.phtml or can be obtained from the SCC at the office address listed or by calling (717) 787-8821.

 Persons wishing to comment on an NMP are invited to submit a statement outlining their comments on the plan to the CCD, with a copy to the SCC for each NMP, within 30 days from the date of this public notice. Comments received within the respective comment periods will be considered in the final determinations regarding the NMPs. Comments should include the name, address and telephone number of the writer and a concise statement to inform the SCC of the exact basis of the comments and the relevant facts upon which they are based. Comments should be sent to the SCC, Agriculture Building, Room 310, 2301 North Cameron Street, Harrisburg, PA 17110.

 Persons with a disability who require an auxiliary aid, service, including TDD users or other accommodations to seek additional information should contact the SCC through the Pennsylvania AT&T Relay Service at (800) 654-5984.

Agricultural Operation (Name and Address)	County	Total Acres	Animal Equivalent Units (AEUs)	Animal Type	Special Protection Waters (HQ or EV or NA)	New or Renewal
Inguran, LLC dba ST Genetics 1141 State Road Lincoln Univ., PA 19352	Chester	165.3	1,292.68	Dairy	Hodgeson Run—HQ	New 3-yr
Kish View 4733 East Main St. Belleville, PA 17004	Mifflin	709.6	852.7	Dairy Cows	Unnamed tributary to Tea Creek-HQ-CWF, unnamed tributary to Kishacoquillas Creek-HQ-CWF	renewal
			168.5	Dairy Heifers
			53.6	Dairy Calves

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

Agricultural Operation Name and Address	County	Total Acres	Animal Equivalent Units	Animal Type	Special Protection Waters (HQ or EV or NA)	Renewal/ New
Presque Isle Downs 8199 Perry Highway Erie, PA 16509	Erie	237	469.9	Horse	NA	R

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