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PA Bulletin, Doc. No. 05-1086

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices


APPLICATIONS

[35 Pa.B. 3236]

THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

APPLICATIONS FOR NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS AND WATER QUALITY MANAGEMENT (WQM) PERMITS

   This notice provides information about persons who have applied for a new, amended or renewed NPDES or WQM permit, a permit waiver for certain stormwater discharges or submitted a Notice of Intent (NOI) for coverage under a general permit. The applications concern, but are not limited to, discharges related to 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 (CAFOs). This notice is provided in accordance with 25 Pa. Code Chapters 91 and 92 and 40 CFR Part 122, implementing The Clean Streams Law (35 P. S. §§ 691.1--691.1001) and the Federal Clean Water Act.

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 a tentative determination of proposed effluent limitations and other terms and conditions for the permit applications. These determinations are published as proposed actions for comments prior to taking final actions.

   Unless indicated otherwise, the 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 an NPDES application are invited to submit a statement to the regional office noted before an application within 30 days from the date of this public notice. Persons wishing to comment on a WQM permit application are invited to submit a statement to the regional 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. Comments 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 a public hearing 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

   Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.

NPDES No.
(Type)
Facility Name &
Address
County &
Municipality
Stream Name
(Watershed#)
EPA Waived Y/N ?
PA0085600
(Industrial Waste)
Ono Industries, Inc.
10622 Allentown Boulevard
P. O. Box 150
Ono, PA 17077
Dauphin County
East Hanover Township
Reeds Creek
7D
Y
PA0053007
(Sewage--
Transfer)
ARC III, LLC
1 Mark Lane
Honey Brook, PA 19344
Berks County
Richmond Township
Maiden Creek
3-B
Y

   Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
NPDES No.
(Type)
Facility Name &
Address
County &
Municipality
Stream Name
(Watershed#)
EPA Waived Y/N ?
PA0027341 PPG Industries, Inc. No. 8
P. O. Box 800
Meadville, PA 16335
Greenwood Township
Crawford County
UNT to Conneaut Outlet
16-D
Y
PA0223000 Kalyumet Campground
R. R. 1, Box 672
Lucinda, PA 16235
Highland Township
Clarion County
Calihan Run
17-B
Y
PA0101745
Amendment No. 1
Clarview Nursing and Rehabilitation Center
14663 Route 68
Sligo, PA 16255
Piney Township
Clarion County
UNT to Licking Creek
17-B
Y

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

   Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.

   PA # 0061123, Sewage, Moscow Sewer Authority, P. O. Box 525, 309 Market Street, Moscow, PA 18444-0525. This proposed facility is located in Moscow Borough, Lackawanna County.

   Description of Proposed Activity: Proposed increased discharge of treated sewage.

   The receiving stream, Roaring Brook Creek, is in the State Water Plan watershed No. 5A and is classified for: HQ-CWF. The nearest downstream public water supply intake for American Water Company is located on Roaring Brook Creek, 3 miles below the point of discharge.

   The proposed effluent limits for Outfall 001 based on a design flow of 0.300 mgd.

Average Average Instantaneous
ParameterMonthly
(mg/l)
Weekly
(mg/l)
Maximum
(mg/l)
CBOD5 15.6   23.4 31.2
Total Suspended Solids 17.5   26.3 35.0
NH3-N
   (5-1 to 10-31) 1.5 3.0
   (11-1 to 4-30) 4.5 9.0
Dissolved Oxygen A minimum of 5.0 mg/l at all times.
Fecal Coliform
   (5-1 to 9-30) 200/100 ml as a geometric mean
   (10-1 to 4-30) 2,000/100 ml as a geometric mean
pH 6.0 to 9.0 standard units at all times.
Total Residual Chlorine 0.4 1.0
Nitrates/Nitrites 8.2 16.4
Phosphorus (Total) 0.4 0.8

   Chesapeake Bay monitoring for Outfall 001.

AverageAverageInstantaneous
Parameter Monthly
(mg/l)
Weekly
(mg/l)
Maximum
(mg/l)
Ammonia--N Report Report Report
Kjeldahl--N Report Report Report
Nitrite--N Report Report Report
Nitrate--N Report Report Report
Total Nitrogen Report Report Report
Total Phosphorus Report Report Report

   Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.

   Application No. PA 0080845, Industrial Waste, SIC Code 4911, Reliant Energy, 121 Champion Way, Canonsburg, PA 15317. This facility is located in Catharine Township, Blair County.

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

   The receiving stream, Frankstown Branch, is in Watershed 11-A and classified for trout stocking, water supply, recreation and fish consumption. The nearest downstream public water supply intake is Newport Borough Water Authority located on the Juniata River, approximately 108 miles downstream. The discharge is not expected to affect the water supply.

   The proposed effluent limits for Outfall 001 based on a design flow of 0.009 mgd are:

Concentration
(mg/l)
Parameter Average Maximum Instantaneous
MonthlyDailyMaximum
pH from 6.0 to 9.0 inclusive
Total Suspended Solids 50
Total Iron 3.5

   Individuals may make an appointment to review the Department of Environmental Protection's files on this case by calling the file review coordinator at (717) 705-4732.

   The EPA waiver is in effect.

   Application No. PA 0023108, Sewage, Borough of Elizabethtown, 600 South Hanover Street, Elizabethtown, PA 17022. This facility is located in Conoy Township, Lancaster County.

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

   The receiving stream, Susquehanna River, is in Watershed 7-G and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Columbia Water Company is located on the Susquehanna River, approximately 6 miles downstream. The discharge is not expected to affect the water supply.

   The proposed effluent limits for Outfall 001 for a design flow of 4.5 mgd are:

AverageAverageInstantaneous
Parameter Monthly
(mg/l)
Weekly
(mg/l)
Maximum
(mg/l)
CBOD5 25 40 50
Total Suspended Solids 30 45 60
NH3-N Monitor
NO2 + NO3 Monitor
TKN Monitor
Total Nitrogen Monitor
Total Phosphorus 2 4
Total Residual Chlorine 0.5 1.6
Dissolved Oxygen minimum of 5.0 at all times
pH from 6.0 to 9.0 inclusive
Fecal Coliform
   (5-1 to 9-30) 200/100 ml as a geometric average
   (10-1 to 4-30) 88,000/100 ml as a geometric average

   The proposed effluent limits for Outfall 002 to Conoy Creek for a wet weather treated effluent overflow of 9.0 mgd are:

AverageAverageInstantaneous
Parameter Monthly
(mg/l)
Weekly
(mg/l)
Maximum
(mg/l)
CBOD5 20 30 40
Total Suspended Solids 30 45 60
NH3-N
   (5-1 to 10-31)5.010
   (11-1 to 4-30) 8.0 16
Total Phosphorus 2 4
Total Residual Chlorine 0.5 1.6
Dissolved Oxygen minimum of 5.0 at all times
pH from 6.0 to 9.0 inclusive
Fecal Coliform
   (5-1 to 9-30) 200/100 ml as a geometric average
   (10-1 to 4-30) 6,900/100 ml as a geometric average

   Individuals may make an appointment to review the Department of Environmental Protection's files on this case by calling the file review coordinator at (717) 705-4732.

   The EPA waiver is not in effect.

   Application No. PA 0027405, Sewage, Ephrata Borough Authority, 124 south State Street, Ephrata, PA 17522. This facility is located in Ephrata Borough, Lancaster County.

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

   The receiving stream, Cocalico Creek, is in Watershed 7-J and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Lancaster Municipal Water Authority is located on the Conestoga River, approximately 16 miles downstream. The discharge is not expected to affect the water supply.

   The proposed effluent limits for Outfall 001 for a design flow of 3.8 mgd are:

AverageAverageInstantaneous
Parameter Monthly
(mg/l)
Weekly
(mg/l)
Maximum
(mg/l)
CBOD5 25 40 50
Total Suspended Solids 30 45 60
NH3-N
   (5-1 to 10-31)36
   (11-1 to 4-30) 9 18
NO3 + NO2 Monitor
TKN Monitor
Total Nitrogen Monitor
Total Phosphorus 2 4
Total Residual Chlorine 0.35 1.1
Dissolved Oxygen minimum of 5.0 at all times
pH from 6.0 to 9.0 inclusive
Fecal Coliform
   (5-1 to 9-30) 200/100 ml as a geometric average
   (10-1 to 4-30) 4,600/100 ml as a geometric average

   Individuals may make an appointment to review the Department of Environmental Protection's 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 Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.

   PA0026255, Sewage, Allegheny Valley Joint Sewer Authority. This application is for renewal of an NPDES permit to discharge treated sewage from Allegheny Valley Joint Sewage Authority STP in Harmar Township, Allegheny County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as Allegheny River, which are classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the Fox Chapel Water Authority.

   Outfall 001: existing discharge, design flow of 5.5 mgd.

Concentration
(mg/l)
Average Average Maximum Instantaneous
Parameter Monthly Weekly Daily Maximum
CBOD5 25 38 50
Suspended Solids 30 45 60
Fecal Coliform
   (5-1 to 9-30) 200/100 ml as a geometric mean
   (10-1 to 4-30) 2,000/100 as a geometric mean
Total Residual Chlorine    0.5 1.6
pH not less than 6.0 nor greater than 9.0

   The EPA waiver is not in effect.

   PA0096873, Sewage, Shirley A. Lenhart, 104 Frosty Road, Latrobe, PA 15650. This application is for renewal of an NPDES permit to discharge treated sewage from Lenhart Mobile Home Park STP in Cook Township, Westmoreland County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as Keffer Run, which are classified as a TSF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the Latrobe Municipal Authority on Loyalhanna Creek.

   Outfall 001: existing discharge, design flow of 0.002 mgd.

Concentration
(mg/l)
Average Average Maximum Instantaneous
Parameter Monthly Weekly Daily Maximum
CBOD5 25 50
Suspended Solids 30 60
Fecal Coliform
   (5-1 to 9-30) 200/100 ml as a geometric mean
   (10-1 to 4-30) 2,000/100 as a geometric mean
Total Residual Chlorine    1.43.3
pH not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

   PA0203734, Sewage, Lance Catterall and Charles Simkovich, 27 Grove Avenue, Pittsburgh, PA 15202. This application is for renewal of an NPDES permit to discharge treated sewage from Catterall and Simkovich Small Flow STP in Franklin Park Borough, Allegheny County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as UNT of Rippling Run, which are classified as a TSF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the Midland Borough Water Authority.

   Outfall 001: existing discharge, design flow of 0.0008 mgd.

Concentration
(mg/l)
Average Average Maximum Instantaneous
Parameter Monthly Weekly Daily Maximum
CBOD5 10    20
Suspended Solids 10    20
Ammonia Nitrogen
   (5-1 to 10-31) 3.0 6.0
   (11-1 to 4 30) 9.0 18.0
Fecal Coliform
   (5-1 to 9-30) 200/100 ml as a geometric mean
   (10-1 to 4-30) 2,000/100 ml as a geometric mean
Total Residual Chlorine 1.4 3.3
Dissolved Oxygen not less than 3.0 mg/l
pH not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

   PA0204498, Sewage, Marion Center Area School District, Rayne Township Elementary School, Box 156, Route 403, Marion Center, PA 15799. This application is for renewal of an NPDES permit to discharge treated sewage from Rayne Township Elementary School Sewage Treatment Plant in Rayne Township, Indiana County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as Swale to UNT of Crooked Creek, which are classified as a CWF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the: Armstrong Power Station on the Allegheny River.

   Outfall 001: existing discharge, design flow of 0.00676 mgd.

Concentration
(mg/l)
Average Average Maximum Instantaneous
Parameter Monthly Weekly Daily Maximum
CBOD5 25    50
Suspended Solids 30    60
Ammonia Nitrogen
   (5-1 to 10-31) 2.0 4.0
   (11-1 to 4-30) 3.5 7.0
Fecal Coliform
   (5-1 to 9-30) 200/100 ml as a geometric mean
   (10-1 to 4-30) 2,000/100 ml as a geometric mean
Total Residual Chlorine 1.4 3.3
Dissolved Oxygen not less than 6 mg/l
pH not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

   PA0218359, Sewage, Green Township Municipal Authority, Box 129, Commodore, PA 15729. This application is for renewal of an NPDES permit to discharge treated sewage from Green Township Municipal Authority Wastewater Treatment Plant in Green Township, Indiana County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as North Branch of Two Lick Creek, which are classified as a CWF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the: PA American Water Company on Two Lick Creek.

   Outfall 001: existing discharge, design flow of 0.12 mgd.

Concentration (mg/l)
Average Average Maximum Instantaneous
Parameter Monthly Weekly Daily Maximum
CBOD5
   (5-1 to 10-31) 20    30 40
   (11-1 to 4-30) 25    37.5 50
Suspended Solids 30   45 60
Ammonia Nitrogen
   (5-1 to 10-31)   5.0 7.5 10.0
   (11-1 to 4-30) 15.0 22.5 30.0
Fecal Coliform
   (5-1 to 9-30) 200/100 ml as a geometric mean
   (10-1 to 4-30) 2,000/100 as a geometric mean
Total Residual Chlorine   0.2 0.7
Dissolved Oxygen not less than 4 mg/l
pH not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.


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

   Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.

   WQM Permit No. 5805401, Sewerage, Village of Four Seasons Association, Inc., R. R. 2, Box 3350, Union Dale, PA 18470. This proposed facility is located in Herrick Township, Susquehanna County.

   Description of Proposed Action/Activity: This project involves expansion of the Village of Four Seasons sewage treatment plant from .028 mgd to .06 mgd.

   WQM Permit No. 4805402, Sewerage, Borough of Portland, P. O. Box 476, 1 Division Street, Portland, PA 18351. This proposed facility is located in Portland Borough, Northampton County.

   Description of Proposed Action/Activity: This project involves construction of a sewage collection system and a pump station to serve Portland Borough.

   WQM Permit No. 3905404, Sewerage, North Whitehall Township, 3256 Levans Road, Ironton, PA 18037. This proposed facility is located in Whitehall and North Whitehall Townships, Lehigh County.

   Description of Proposed Action/Activity: This project involves the construction of a new sewer collection system and interceptor to serve the Ormrod section of North Whitehall Township. Sewage will ultimately be conveyed to the City of Allentown Wastewater Treatment Facility.

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

   WQM Permit No. 0205407, Sewerage, Bethel Park Municipal Authority, 5100 West Library Avenue, Bethel Park, PA 15102-2754. This proposed facility is located in Bethel Park, Allegheny County.

   Description of Proposed Action/Activity: Application to replace existing 21-inch VCP with 27-inch PVC pipe.


IV. NPDES Applications for Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4)


V. Applications for NPDES Waiver Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4)


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

   Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401.

NPDES
Permit No.
Applicant Name &
Address
County Municipality Receiving
Water/Use
PAI011505028 Leo Tigue
Jordan Manor Subdivision
945 Tigue Road
West Chester, PA 19382
Chester East Nottingham Township Little Elk Creek (HQ-TSF-MF)
Jordan Run (EV)
PAI011505028 Wilmer Shumaker
c/o Yorgy, Daylor, Alleback,
Scheffey and Picardi
1129 High Street
Pottstown, PA 19464
Chester West Nantmeal Township East Branch Brandywine Creek (HQ-TSF-MF)

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