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PA Bulletin, Doc. No. 06-1503

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices


APPLICATIONS

[36 Pa.B. 4224]
[Saturday, August 5, 2006]

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 ?
PA0021491
(Sew)
Williamstown Borough Sewer Authority
P. O. Box 44
Williamstown, PA 17098
Dauphin County
Williams Township
Wiconisco Creek
6-C
Y
PA0020711
(Sew)
Borough of Topton
205 South Callowhill Street
Topton, PA 19562
Berks County
Longswamp Township
Toad Creek
2-C
Y
PA0081779
(Sew)
Central Dauphin School District
600 Rutherford Road
Harrisburg, PA 17109
Dauphin County
West Hanover Township
Fishing Creek
7-C
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 ?
PA0023591 Washington Township Municipal Authority
P. O. Box 79
Fryburg, PA 16326
Washington Township
Clarion County
East Sandy Creek
16-E
Y
PA0220817 TA Operating Corporation d/b/a Travel Centers of America
24601 Center Ridge Road
Westlake, OH 44145-5634
Barkeyville Borough
Venango County
UNT to Wolf Creek
20-C
Y

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

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

   PA0050326, Industrial Waste, SIC 3312, ISG Plate, LLC, 300 Conshohocken Road, Conshohocken, PA 19428. This proposed facility is located in Plymouth Township, Montgomery County.

   Description of Proposed Activity: ISG Plate (steal plate manufacturing company) requests renewal of NPDES permit to discharge treated industrial wastewater as well as stormwater discharges to the Schuylkill River..

   The receiving stream, Schuylkill River is in the State Water Plan Watershed 3F and is classified for WWF, migratory fish. The nearest downstream public water supply intake is Belmont water treatment plant and is located on the Schuylkill River 12 miles below the point of discharge.

   The proposed effluent limits for Outfall 001 are based on a design flow of 1.2 mgd.

Average Maximum Instantaneous
ParametersMonthly (mg/l) Daily (mg/l) Maximum (mg/l)
Suspended Solids 30 60 75
Oil and Grease 15 30
Total Residual Chlorine 0.2 0.4
Temperature 110°F
pH (Standard Units) with in limits of 6.0 to 9.0 Standard Units at all times

   In addition there are four stormwater outfalls and are also monitored.

   Other Requirements

   1.  Remedial Measures.
   2.  BAT or BCT Requirements.
   3.  2°F Temperature.
   4.  Sludge Disposal.
   5.  Ownership Change.
   6.  Stormwater Requirements.
   7--9.  Chemical Additives.
   10.  Laboratory Certification.

   PA0244180, SEW, Timothy D. and Deborah Connor, 22 Wayland Road, Berwyn, PA 19312. This proposed facility is located in Easttown Township, Chester County.

   Description of Proposed Activity: Discharge of 500 gpd of treated sewage from treatment plant serving Connor residence located at 22 Wayland Road, Berwyn, PA.

   The receiving stream, a UNT to Crum Creek is in the State Water Plan Watershed 3G and is classified for HQ-CWF.

   The proposed effluent limits for Outfall 001 are based on a design flow of 500 gpd.

Concentration (mg/l)
Average Instantaneous
Parameters Monthly Maximum
CBOD5 10 20
Total Suspended Solids 10 20
Ammonia as N 3.0 6.0
Fecal Coliform # 200/100 ml as geometric average
pH within limits of 6.0 to 9.0 standard at all times

   Since the treatment system uses ultraviolet disinfection system, no Total Residual Chlorine limit is required.

   Other Requirements:

   1.  EPA waiver is in effect
   2.  UV disinfection system.

   PA0012238, Industrial Waste, SIC 3823, ABB, Inc., 125 East County Line Road, Warminster, PA 18974-4995. This proposed facility is located in Warminster Township, Bucks County.

   The permit allows to discharge treated groundwater from the facility in Warminster Township, Bucks County. This is an existing discharge to a UNT to Pennypack Creek.

   The receiving stream, UNT to Pennypack Creek, is in the State Water Plan Watershed 3J and is classified for TSF, aquatic life, water supply and recreation. There is no public water supply intake downstream to this discharge. The nearest downstream public water supply intake for Philadelphia Baxler water plant is located on the Delaware River and is about 17 miles downstream of the point of discharge.

   The proposed effluent limits for Outfall 001 are based on a design flow of 0.108 mgd.

MaximumInstantaneous
Parameter Daily (mg/l) Maximum (mg/l)
Tetrachloroethylene 0.010 0.015
Trichloroethylene 0.035 0.053

   Other Requirements:

   1.  Effluent Guidelines to BAT/BCT
   2.  No Chemical Additives Without Approval
   3.  Removal of Sludge and Solids
   4.  TMDL/WLA Analysis
   5.  No discharge of cleaning wastewater from Air Stripping Tower

   The EPA waiver is in effect.

   PA0053449, Sewage, Birmingham Township, 1040 West Street Road, West Chester, PA 19382. This existing facility is located in Birmingham Township, Chester County.

   Description of Proposed Activity: This application is for the renewal of an NPDES permit for an existing discharge of treated sewage from the Birmingham Township sewage treatment plant.

   The receiving stream, Radley Run is in the State Water Plan Watershed 3H and is classified for WWF, MF. There are no downstream public water supply intakes identified in this Commonwealth. The confluence of Radley Run and Brandywine Creek is approximately 4.5 river miles downstream from the discharge point. The State Line is approximately 7.0 river miles on Brandywine Creek downstream from the confluence. A Wilmington, Delaware water supply intake is located on Brandywine Creek approximately 7.5 river miles downstream from the State Line.

   The proposed effluent limits for Outfall 001 are based on an annual average flow of 0.15 mgd.

Mass (lb/day) Concentration (mg/l)
Monthly Weekly Monthly Weekly Instantaneous
Parameters Average Average Average Average Maximum (mg/l)
CBOD5
   (5-1 to 10-31) 19 29 15 23 30
   (11-1 to 4-30) 31 47 25 38 50
Total Suspended Solids 38 57 30 45 60
Ammonia as N
   (5-1 to 10-30) 2.0 1.5 3.0
   (11-1 to 4-30) 5.5 4.5 9.0
Fecal Coliform 200/100 ml 1,000/100 ml
Dissolved Oxygen 5.0 (min.)
pH (Standard Units) 6.0 (min.) 9.0
Total Residual Chlorine 0.060.19
Total Phosphorus as P 2.0 4.0
Total Nitrogen Monitor and Report Monitor and Report

   In addition to the effluent limits, the permit contains the following major special conditions:

   1.  Notification of Designation of Operator.
   2.  Average Weekly Definition.
   3.  Remedial Measures if Unsatisfactory Effluent.
   4.  No Storm Water.
   5.  Acquire Necessary Property Rights.
   6.  Small Stream Discharge.
   7.  Sludge Disposal Requirement.
   8.  Imax Requirements.
   9.  Total Residual Chlorine Requirement.
   10.  Certified Operator.

   No. PA0026531, Sewage, Downingtown Area Regional Authority, 550 South Brandywine Avenue, Downingtown, PA 19335. This application is for renewal of an NPDES permit to discharge treated sewage from the Downingtown Area Regional Authority's STP in East Caln Township, Chester County. This is an existing discharge to the East Branch Brandywine Creek.

   The proposed effluent limits for Outfall 001, based on an average flow of 7.134 mgd effective from permit issuance lasting through completion of plant upgrade to 7.5 mgd flow or 18 months of the permit, whichever is sooner, are as follows:

Mass Loading (lbs/day) Concentrations (mg/l)
AverageAverageAverageAverageInstantaneous
Parameter Monthly (mg/l) Weekly (mg/l) Monthly Weekly Maximum
CBOD5
   (5-1 to 10-31) 595 892 10 15 20
   (11-1 to 4-30) 1,190 1,785 20 30 40
Suspended Solids 1,785 2,677 30 45 60
Ammonia (as N)
   (5-1 to 10-31) 119 2.0 4.0
   (11-1 to 4-30) 357 6.0 12.0
Phosphorus (as P) 119 2.0 4.0
Total Residual
Chlorine 0.5 1.6
Fecal Coliform 200 colonies/100 ml as a geometric average
Dissolved Oxygen minimum of 6.0 mg/l at all times
pH within limits of 6.0 to 9.0 standard units at all times

   The proposed effluent limits for Outfall 001, based on an average flow of 7.5 mgd effective from 18 months of permit issuance lasting through expiration, are as follows:

Mass Loading (lbs/day) Concentrations (mg/l)
AverageAverageAverageAverageInstantaneous
Parameter Monthly (mg/l) Weekly (mg/l) Monthly Weekly Maximum
CBOD5*
   (5-1 to 10-31) 438 657 7.0 10.5 14.0
   (11-1 to 4-30) 876 1,314 14.0 21.0 28.0
Suspended Solids 1,877 2,815 30 45 60
Ammonia (as N)*
   (5-1 to 10-31) 94 1.5 3.0
   (11-1 to 4-30) 281 4.5 9.0
Phosphorus (as P)* 125.1 2.0 4.0
Total Residual Chlorine 0.5 1.6
Fecal Coliform 200 1,000**
Dissolved Oxygen* minimum of 6.0 mg/l at all times
pH within limits of 6.0 to 9.0 standard units at all times

   *These limitations are based on revised Christina River Basin TMDL.

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

   The EPA waiver is not in effect.

   Other Conditions:

   1.  Conditions for Future Permit Modification.
   2.  Implementation of Industrial Pretreatment Program Requirements.
   3.  Effective Disinfection.
   4.  TMDL/WLA Analysis.
   5.  WET Testing for Next Renewal.
   6.  Requirements Applicable to Stormwater Outfall.
   7.  Operations and Maintenance Plan.

   NPDES Permit No. PA0055671, Sewage, SIC 4952. Township of Worcester Berwick Place Wastewater Treatment Plant, 1721 Valley Forge Road, P. O. Box 767, Worcester, PA 19490. This facility is located at East Mt. Kirk Road, Worcester, PA.

   Description of Activity: Renewal of Sewage Treatment Plant's NPDES Permit to discharge treated sewage effluent to a UNT of Skippack Creek.

   The receiving water, Skippack, is in the State Water Plan Watershed 3E-Perkiomen and is classified for TSF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for Aqua-PA is located on Perkiomen Creek and is approximately 6 miles below the point of discharge.

   The proposed effluent limits for Outfall 001 are based on a design flow of 0.15 mgd.

Average Average Maximum Instantaneous
ParametersMonthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l)
CBOD5 10.0 15.0 20.0
Total Suspended Solids 10.0 15.0 20.0
Ammonia as N
   (5-1 to 10-31) 1.5 2.3 3.0
   (11-1 to 4-30) 3.0 4.5 6.0
Phosphorus as P 1.5 3.0
Fecal Coliform* 200 #/100 ml Monitor and Report
Dissolved Oxygen 5.0 (Min)
Zinc Monitor and Report
pH (STD Units) 6.0 (Min) 9.0 (Max)
Nitrite and Nitrate as N 10.0 20.0

   *Ultra-Violet Disinfection

   In addition to the effluent limits, the permit contains the following major special conditions:

   1.  Discharge must not cause nuisance.
   2.  Intermittent stream discharge, if discharge causes health hazard additional measures may be required.
   3.  Proper sludge disposal.


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

   Application No. PA 0025381, Amendment No. 1, Sewage, Saxton Borough Municipal Authority, P. O. Box 173, Saxton, Pennsylvania 16678. This facility is located in Liberty Township, Bedford County.

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

   The receiving stream, Raystown Branch Juniata River, is in Watershed 11-D and classified for TSF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for 7 Points Marina is located on the Raystown Branch Juniata River (Raystown Lake), approximately 25 miles downstream. The discharge is not expected to affect the water supply.

   The proposed effluent limits for Outfall 001 for a design flow of 0.600 mgd are:

Mass (lbs) Concentration (mg/l)
AverageAverageTotalTotalAverageAverageInstantaneous
Parameter Monthly Weekly Monthly Annual Monthly Weekly Maximum
CBOD5 100 150 25 40 50
Total Suspended Solids 83 133 30 45 60
Dissolved Oxygen minimum of 5.0 at all times
pH from 6.0 to 9.0 inclusive
Total Residual Chlorine 1.0 2.0
Color 1,000 2,000
Chromium VI .139 .347
Oil and Grease Report
NO2 NO3-N Report Report Report
Total Kjeldahl Nitrogen Report Report Report
Total Nitrogen (Interim) Report Report Report Report
Total Nitrogen (Final) Report Report 10,057 Report
Total Phosphorus (Interim) 6.7 Report Report 2.0 4.0
Total Phosphorus (Final) 6.7 Report 1,257 2.0 4.0
Fecal Coliform
   (5-1 to 9-30) 200/100 ml as a geometric average
   (10-1 to 4-30) 100,000/100 ml as a geometric average

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

   The EPA waiver is in effect.

   Application No. PA 0081311, Sewage, South Londonderry Township Municipal Authority (Colebrook), P. O. Box 3, Campbelltown, PA 17010-003. This facility is located in South Londonderry Township, Lebanon County.

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

   The receiving stream, Conewago Creek, is in Watershed 7-G and classified for TSF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Elizabethtown Water Company is located on the Conewago Creek, approximately 10 miles downstream. The discharge is not expected to affect the water supply.

   The proposed effluent limits for Outfall 001 for a design flow of 0.044 mgd are:

AverageAverageInstantaneous
Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l)
CBOD5 (5-1 to 10-31) 25 40 50
Suspended Solids 30 45 60
NH3-N (5-1 to 10-31) 17 34
Total Phosphorus 2 4
Total Phosphorus 268 lbs/year as total annual
Total Nitrogen Monitor as total annual
TKN Monitor
NO2 + NO3 as N Monitor
Total Residual Chlorine 1.0 2.0
Fecal Coliform
   (5-1 to 9-30) 200/100 ml as a geometric average
   (10-1 to 4-30) 16,000/100 ml as a geometric average
pH 6.0 to 9.0 (Standard Units)
Dissolved Oxygen Minimum of 5.0 at all times

   The Conewago Creek TMDL, originally approved by the United States Environmental Protection Agency (EPA) in April 2001, has been revised.

   The data and all supporting documentation used to develop the revised TMDLs are available from the Department of Environmental Protection (Department). To request a copy of the revised TMDL, contact Bill Brown Chief, TMDL Development Section, Watershed Protection Division, Department of Environmental Protection, P. O. Box 8555, Harrisburg, PA 17105-8555, (717) 783-2591, e-mail: Willbrown@state.pa.us

   The TMDLs can be accessed through the Department's website (http://www.dep.state.pa.us) by clicking on the Water Topics Link, then the TMDL link. Please note that attachments and appendices must be requested through paper mail. Persons with a disability may use the AT&T Relay Service by calling (800) 654-5984 (TDD users) or (800) 654-5988 (voice users) and request that the call be relayed.

   Written and e-mail comments will be accepted at the previous addresses and must be received within 30 days from the date of this public notice. Comments will not be accepted by facsimile or voice mail. The Department will consider all comments in developing the revised TMDL, which will be submitted to the EPA for approval.

   Persons may make an appointment to review the Department on this case by calling the file review coordinator at (717) 705-4732.

   The EPA waiver is not in effect.

   Application No. PA 0088064, Concentrated Animal Feeding Operation (CAFO), Country View Family Farms, 6360 Flank Road, Harrisburg, PA 17112-2766.

   Country View Family Farms has submitted an Individual NPDES permit renewal application for Perry Meadows Farm located in Jackson Township, Perry County. The CAFO is situated near a UNT of Shermans Creek (Watershed 7-A), which is classified as a HQ-CWF. The CAFO has a target animal population of approximately 1,324 animal equivalent units consisting of 2,850 sows, 870 gilts and 8 boars. Manure is stored in shallow pits below each of three barns and in a two-stage HDPE-lined manure storage impoundment system. A release or discharge to waters of this Commonwealth under normal operating conditions is not expected. Normal operating conditions are defined as conditions below a 25-year, 24-hour storm event.

   The Department of Environmental Protection (Department) has conducted administrative and technical reviews of the application. Based on the preliminary review and application of lawful standards and regulations, the Department has made a tentative determination to issue an NPDES permit for the operation subject to the terms and conditions and monitoring and reporting requirements specified in the permit.

   The permit application and draft permit are on file at the Southcentral Regional Office of the Department. You may make an appointment to review the files by calling the file review coordinator at (717) 705-4732.

   Persons wishing to comment on the proposed permit are invited to submit written comments to the previous address within 30 days from the date of this public notice. Comments received within this 30-day period will be considered in formulating the Department's final determination regarding the application. Comments should include the name, address and telephone number of the writer and a concise statement to inform the Department of the basis of the comment and the relevant facts upon which it is based.

   Following the 30-day comment period, the Watershed Management Program Manager will make a final determination regarding the proposed permit. Notice of this determination will be published in the Pennsylvania Bulletin at which time the determination may be appealed to the Environmental Hearing Board.

   The Environmental Protection Agency permit waiver provision under 40 CFR 123.24(e) does not apply to this NPDES permit.


   Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.

   PA0095940, Sewage, Albert Gallatin Area School District, 2625 Morgantown Road, Uniontown PA 15401. This application is for renewal of an NPDES permit to discharge treated sewage from Albert Gallatin Swaney Elementary School Wastewater Treatment Facility in Georges Township, Fayette County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as York Run, 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 Dunkard Valley Joint Municipal Authority.

   Outfall 001: existing discharge, design flow of 0.02 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 ml as a geometric mean
Total Residual Chlorine 1.4 3.3
pH not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

   PA0205737, Sewage, Dominion Transmission, Inc., 1201 Pitt Street, Pittsburgh PA 15221. This application is for renewal of an NPDES permit to discharge treated sewage from South Oakford Station in Hempfield Township, Westmoreland County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as UNT of Brush Creek, 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 Western Pennsylvania Water Co. on the Monongahela River.

   Outfall 001: existing discharge, design flow of 0.0004 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 Monitor and Report
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.


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

   PA0025569, Sewage. Slippery Rock Municipal Authority, 633 Kelley Boulevard, P. O. Box 157, Slippery Rock, PA 16057. This facility is located in Slippery Rock Township, Butler County.

   Description of Proposed Activity: Renewal of an existing discharge of treated sewage.

   For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride, phenolics, sulfate and chloride, the existing/proposed downstream potable water supply, considered during the evaluation is the Salvation Army Camp Allegheny intake located on Slippery Rock Creek and is approximately 17 miles below point of discharge.

   The receiving stream, Slippery Rock Creek (Outfall 001) and UNT to Slippery Rock Creek (Outfall 002), are in watershed 20-C and classified for CWF, aquatic life, water supply and recreation.

   The proposed effluent limits for Outfall 001 are based on a design flow of 1.2 mgd.

Loadings Concentrations
AverageAverageAverageAverageInstantaneous
Parameters Monthly (lb/day) Weekly (lb/day) Monthly (mg/l) Weekly (mg/l) Maximum (mg/l)
Flow (mgd) XX XX
CBOD5 250 400 25 40 50
Total Suspended Solids 300 450 30 45 60
Fecal Coliform
   (5-1 to 9-30) 200/100 ml as a geometric average
   (10-1 to 4-30) 2,000/100 ml as a geometric average
NH3-N
   (5-1 to 10-31) 120 12 24
Total Residual Chlorine 0.5 1.6
pH 6.0 to 9.0 standard units at all times

   The proposed effluent limits for Outfall 002 (emergency) are based on a design flow of 1.2 mgd.

Loadings Concentrations
AverageAverageAverageAverageInstantaneous
ParametersMonthly (lb/day) Weekly (lb/day) Monthly (mg/l) Weekly (mg/l) Maximum (mg/l)
Flow (mgd) XX
CBOD5 25 50
Total Suspended Solids 30 60
Phenolics 0.02 0.05
Fecal Coliform
   (5-1 to 9-30) 200/100ml as a geometric average
   (10-1 to 4-30) 2,000/100ml as a geometric average
NH3-N
   (5-1 to 10-31) 2.1 4.2
   (11-1 to 4-30) 6.3 12.6
Total Residual Chlorine 0.01 0.025
Free Cyanide 0.005 0.013
pH 6.0 to 9.0 standard units at all times

   XX--Monitor and report on monthly DMRs.

   The EPA waiver is not in effect.


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

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

   WQM Permit No. 1506410, Sewerage, Little Washington Wastewater Company, 762 West Lancaster Avenue, Bryn Mawr, PA 19010-3489. This proposed facility is located in Londonderry Township, Chester County.

   Description of Action/Activity: Construction and operation of a wastewater treatment plant and spray irrigation system.

   WQM Permit No. 1506411, Sewerage, Birmingham Township, 1040 West Street Road, West Chester, PA 19382. This proposed facility is located in Birmingham Township, Chester County.

   Description of Action/Activity: Rerate of treatment plants organic loading limit from 250 to 310 lbs/day.

   WQM Permit No. 1506412, Sewerage, East Coventry Township, 855 Ellis Woods Road, Pottstown, PA 19465. This proposed facility is located in East Coventry Township, Chester County.

   Description of Action/Activity: Construction and operation of a sanitary sewer extension.

   Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.

   WQM Permit No. 1406202, Industrial Waste, SIC 4953, Department of Transportation Engineering District 2-0, 1924-30 Daisy Street, P. O. Box 342, Clearfield, PA 16830. This proposed facility will be located in Worth Township, Centre County.

   Description of Proposed Action/Activity: Application is for the construction of an Engineered Rock Placement Area (ERPA) for the disposal of pyritic rock resulting from construction of the I-99 highway project. The ERPA will include geosynthetic liner and capping systems, infiltrate collection system and ground water and surface water monitoring networks. The ERPA will be constructed in the watershed of Bald Eagle Creek, a TSF.

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

   WQM Permit No. 1197403-A2, Sewage, Forest Hills Municipal Authority, P. O. Box 111, South Fork, PA 15956. This proposed facility is located in Conemaugh Township, Cambria County.

   Description of Proposed Action/Activity: Permit issuance for the installation of additional sequential batch reactor and blower capacity at Forest Hills Municipal Authority Sewage Treatment Plant.

   WQM Permit No. 5606402, Sewerage, Richard Chatak, 943 Peninsula Drive, Central City, PA 15926. This proposed facility is located in Indian Lake Borough, Somerset County.

   Description of Proposed Action/Activity: Permit issuance for the construction and operation of a new single residence sewage treatment plant.

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

   WQM Permit No. 6306403, Sewerage, Ted Taylor Builders, 608 East McMurray Road, Suite 101, McMurray, PA 15317. This proposed facility is located in Peters Township, Washington County.

   Description of Proposed Action/Activity: Application for construction and operation of residential sanitary sewage pump station.

   WQM Permit No. 6306404, Sewerage, Borough of California, 225 Third Street, California, PA 15419. This proposed facility is located in California and Coal Center Boroughs, Washington County.

   Description of Proposed Action/Activity: Application for the construction and operation of a sewage pump station and sanitary sewer extensions located in various areas throughout California and Coal Center Boroughs.

   WQM Permit No. 3206401, Sewerage, Guardian LTC Management, Inc., P. O. Box 240, 8796 Route 219, Brockway, PA 15824. This proposed facility is located in Armstrong/White Townships, Indiana County.

   Description of Proposed Action/Activity: Application for the construction and operation of sewage treatment facility to replace existing failing system.

   WQM Permit No. 1106403, Sewerage, Crossroads Meadow, LLC, 2000 West Henderson Road, Suite 350, Columbus, OH 43220. This proposed facility is located in Ebensburg Borough, Cambria County.

   Description of Proposed Action/Activity: Application for the construction and operation of pump station, sewage forcemain and gravity sewer.


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
PAI010906001 Bensalem Redevelopment, LP
2310 Terwood Drive
Huntingdon Valley, PA 19006
Bucks Bensalem Township Delaware River
WWF, MF
PAI010906022 Sal Lapio Homes
104 Mill Road
Sellersville, PA 18960
Bucks Nockamixon Township Rapp Creek
EV
PAS10G523 Nelson Realty Trust
Plan Revision
100 Vanguard Boulevard
Malvern, PA 19355
Chester Uwchlan Township Shamona Creek
HW-WWF
PAI011506049 West Pikeland Township
P. O. Box 6
Chester Springs, PA 19425
Chester West Pikeland Township Pickering Creek
HQ-TSF
PAI011506050 Frazer Mennonite Church
57 Maple Linden Lane
Frazer, PA 19355
Chester East Whiteland Township UNT Valley Creek
EV
PAI011506051 Delaware Valley Friends School
19 East Central Avenue
Paoli, PA 19301
Chester Tredyffrin Township Valley Creek
EV

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

   Schuylkill County Conservation District: 1206 Ag. Center, Drive, R. R. 5, Box 5810, Pottsville, PA 17901, (570) 622-3742.

NPDES
Permit No.
Applicant Name &
Address
County Municipality Receiving
Water/Use
PAI025406004 Greater Tamaqua Industrial Development Enterprises
204 East Broad St.
Tamaqua, PA 18252
Schuylkill Rush Township Nesquehoning Creek
HQ-CWF

   Lackawanna County Conservation District: 1300 Old Plank Road, Mayfield, PA 18433, (570) 281-9495.

NPDES
Permit No.
Applicant Name &
Address
County Municipality Receiving
Water/Use
PAI023506003 Lackawanna Valley Heritage Authority
1300 Old Plank Road
Mayfield, PA 18433
Lackawanna Carbondale Township
      and
Mayfield Borough
Lackawanna River
HQ-CWF

   Carbon County Conservation District: 5664 Interchange Rd., Lehighton, PA 18235-5114, (610) 377-4894.

NPDES
Permit No.
Applicant Name &
Address
County Municipality Receiving
Water/Use
PAI021306006 Pencor Wireless Communications
P. O. Box 134
613 3rd St.
Palmerton, PA 18071
Carbon Penn Forest Township Berry Run
EV

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