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PA Bulletin, Doc. No. 16-1724

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices


APPLICATIONS

[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.


I. NPDES Renewal Applications

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

  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

 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

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

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)
ParametersAverage
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)
ParametersAverage
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)
ParametersAverage
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)
ParametersAverage
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)
ParametersAverage
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)
ParametersAverage
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)
ParametersAverage
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.


 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)
ParametersAverage
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)
ParametersAverage
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.


 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)
ParametersAverage
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)
ParametersAverage
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:

ParametersMonthly 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:

ParametersMonthly 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)
ParametersAverage
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)
ParametersMonthly 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)
ParametersAverage
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)
ParametersAverage
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)
ParametersAverage
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)
ParametersAverage
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)
ParametersAverage
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)
ParametersAverage
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)
ParametersAverage
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)
ParametersMonthly 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)
ParametersMonthly 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.


 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)
ParametersAverage
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.


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

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.


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
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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