NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[29 Pa.B. 5625]
APPLICATIONS RECEIVED UNDER THE PENNSYLVANIA CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT
[National Pollution Discharge Elimination System Program (NPDES)]
DISCHARGE OF CONTROLLED INDUSTRIAL WASTE AND SEWERAGE WASTEWATER
(Part I Permits) The following parties have applied for an NPDES permit to discharge controlled wastewaters into the surface waters of this Commonwealth. Unless otherwise indicated on the basis of preliminary review and application of lawful standards and regulations, the Department of Environmental Protection (Department) proposes to issue a permit to discharge, subject to certain effluent limitations and special conditions. These proposed determinations are tentative.
Where indicated, the EPA, Region III, Regional Administrator has waived the right to review or object to this proposed permit action under the waiver provision 40 CFR 123.6E.
Persons wishing to comment on the proposed permit are invited to submit a statement to the Field Office indicated as the office responsible, within 30 days from the date of this public notice. Comments received within this 30-day period will be considered in the formulation of the final determinations regarding this application. Responses should include the name, address and telephone number of the writer and a concise statement to inform the field office of the exact basis of a comment and the relevant facts upon which it is based. A public hearing may be held if the field office considers the public response significant.
Following the 30-day comment period, the Water Management Program Managers will make a final determination regarding the proposed permit. Notice of this determination will be published in the Pennsylvania Bulletin at which time this determination may be appealed to the Environmental Hearing Board.
The application and related documents, proposed effluent limitations and special conditions, comments received and other information are on file and may be inspected and arrangements made for copying at the field office indicated above the application.
Persons with a disability who wish to attend the hearing and require an auxiliary aid, service or other accommodation to participate in the proceedings should contact the Secretary to the Board at (717) 787-3483. TDD users may contact the Department through the Pennsylvania AT&T Relay Service at (800) 654-5984.
Application for National Pollutant Discharge Elimination System (NPDES) permit to discharge to State waters.
Southcentral Regional Office: Regional Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110-8200, (717) 705-4707.
PA 0086479. Industrial waste, SIC Code 2023, Dietrich's Milk Products, LLC, 100 McKinley Avenue, Reading, PA 19605-2199.
This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to Laurel Run, in Muhlenberg Township, Berks County.
The receiving stream is classified for warm water fishes, recreation, water supply and aquatic life. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply intake considered during the evaluation was Pottstown Borough located on the Schuylkill River. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001, for a design flow of 0.129 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) pH 6.0--9.0 at all times TSS 10 20 25 CBOD 10 20 25 Persons may make an appointment to review the DEP files on this case by calling Mary DiSanto, File Review Coordinator, at (717) 705-4732.
The EPA waiver is in effect.
PA 0021571. Sewage, SIC Code 4952, Marysville Borough Council, c/o Larry N. Wilfong, Manager, 200 Overcrest Road, Marysville, PA 17053.
This application is for renewal of an NPDES permit for an existing discharge of treated sewage to the Susquehanna River, in Marysville Borough, Perry County.
The receiving stream is classified for warm water fishes, recreation, water supply and aquatic life. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply intake considered during the evaluation was United Water located in Susquehanna Township, Dauphin County. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 1.25 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) 5-day CBOD 25 40 50 Total Suspended Solids 30 45 60 Total Phosphorus 2 4 Total Residual Chlorine 0.5 1 Total Zinc monitor and report 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) 100,000/100 ml as a geometric average Persons may make an appointment to review the DEP files on this case by calling Mary DiSanto, File Review Coordinator, at (717) 705-4732.
The EPA waiver is not in effect.
PA 0040860. Industrial waste, SIC Code 4953, Delaware County Solid Waste Authority, 583 Longview Road, Boyertown, PA 19512.
This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to Manatawny Creek and Furnace Run, in Earl and Oley Townships, Berks County.
The receiving streams are classified for cold water fishes, recreation, water supply and aquatic life. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply intake considered during the evaluation was Pennsylvania American Water Company located on the Schuylkill River. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.08 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Dissolved Oxygen 5.0 mg/l at all times pH (S. U.) from 6.0 to 9.0 inclusive Total Suspended Solids 30 60 75 CBOD5 25 50 63 NH3-N
(5-1 to 9-30)14 28 35 (10-1 to 4-30) 20 40 40 Fecal Coliforms
(5-1 to 9-30)200 XXX XXX (10-1 to 4-30) 10,000 XXX XXX Total Residual Chlorine 1.0 2.0 2.5 Total Dissolved Solids 15,000 30,000 37,500 Color (P. C.) XXX 100 100 Total Barium monitor and report monitor and report XXX Total Nickel monitor and report monitor and report XXX Total Zinc monitor and report monitor and report XXX The proposed effluent limits for Outfall 006 for a design flow of 0.087 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Dissolved Oxygen 5.0 mg/l at all times pH (S. U.) from 6.0 to 9.0 inclusive Total Suspended Solids 30 45 60 CBOD5 25 50 63 NH3-N
(5-1 to 9-30)6.0 12 15 (10-1 to 4-30) 18 36 40 Total Dissolved Solids 1,000 2,000 2,500 Total Iron monitor and report monitor and report XXX Total Manganese monitor and report monitor and report XXX Osmotic Pressure monitor and report monitor and report XXX The proposed effluent limits for Outfalls 002, 003, 004, 005, 008, 009 and 010 are:
Monitoring Requirements (2) Monitor Parameter Grab Sample (mg/l) Frequency CBOD5 monitor and report 1/6 months Chemical Oxygen Demand monitor and report 1/6 months Total Suspended Solids monitor and report 1/6 months Total Dissolved Solids monitor and report 1/6 months Total Nitrogen monitor and report 1/6 months Total Iron monitor and report 1/6 months Oil and Grease monitor and report 1/6 months pH (S. U.) monitor and report 1/6 months Total Barium monitor and report 1/6 months Total Cadmium monitor and report 1/6 months Total Manganese monitor and report 1/6 months Total Arsenic monitor and report 1/6 months NH3-N monitor and report 1/6 months Cyanide monitor and report 1/6 months Persons may make an appointment to review the DEP files on this case by calling Mary DiSanto, File Review Coordinator, at (717) 705-4732.
The EPA waiver is in effect.
PA 0008869. Industrial waste, SIC Code 2621, P. H. Glatfelter Company, 228 South Main Street, Spring Grove, PA 17362-0500.
This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to Codorus Creek in Spring Grove Borough, York County.
The receiving stream is classified for warm water fishes, recreation and water supply. The discharge is not expected to impact any potable water supply.
A. Outfall 001 receives wastewater from production of pulp and paper by bleach kraft process and from secondary treated municipal wastewater.
1. Interim limitations are as follows:
Discharge Limitations
Mass Units (lbs/day) Concentrations (mg/l) Discharge Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Report Report XXX XXX XXX pH XXX XXX 6.0 to 9.0 standard units at all times D. O. (Minimum) XXX XXX 5 mg/l at all times BOD5 (5-1 to 10-31) 1,168 2,335 14 25 25 (11-1 to 4-30) 1,751 3,503 17 34 38 Total Suspended Solids 3,000 11,266 30 95 118 NH3-N (5-1 to 10-31) XXX XXX 1.5 3.0 3.8 (11-1 to 4-30) XXX XXX 2.0 4.0 5.0 Color (PCU) (Filter Plant Intake) XXX XXX monitor monitor XXX Color (PCU) (Effluent) XXX XXX 330 440 XXX Color (PCU) (Downstream) XXX XXX monitor monitor monitor AOX (until 4/16/04) 872 1,331 monitor monitor XXX Temperature °F(Effluent) XXX XXX monitor
Avg. Wkly.monitor XXX Temperature °F (Bair Bridge) XXX XXX (See Pg. 32)
Avg. Wkly.monitor XXX COD XXX XXX monitor monitor XXX Chloroform XXX XXX 0.02 0.04 0.05 Total Phosphorus XXX XXX XXX 2.0 XXX Dioxin 2,3,7,8-TCDD XXX XXX XXX 3.5 x 10-2 pg/1 XXX Furan 2,3,7,8-TCDF XXX XXX XXX monitor XXX Aldrin XXX XXX XXX monitor XXX 4,4` DDE XXX XXX XXX monitor XXX WETT XXX XXX XXX monitor XXX COD (influent) XXX XXX monitor monitor XXX Color (influent) XXX XXX monitor monitor XXX 2. Final limitations are as follows:
Discharge Limitations
Mass Units (lbs/day) Concentrations (mg/l) Discharge Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) report report XXX XXX XXX pH XXX XXX 6.0 to 9.0 standard units at all times D. O. (Minimum) XXX XXX 5 mg/l at all times BOD5 (5-1 to 10-31) 1,168 2,335 14 25 25 (11-1 to 4-30) 1,751 3,503 17 34 38 Total Suspended Solids 3,000 11,266 30 95 118 NH3-N (5-1 to 10-31) XXX XXX 1.5 3.0 3.8 (11-1 to 4-30) XXX XXX 2.0 4.0 5.0 Color (PCU)
(Route 116 Bridge)XXX XXX monitor monitor monitor Color (PCU) (Effluent) (5-1 to 10-31) XXX XXX 90 180 225 (11-1 to 4-30) XXX XXX 80 160 200 Color (PCU) (Downstream) XXX XXX monitor monitor monitor AOX (after 4/16/04) 336 812 monitor monitor XXX Temperature °F (Effluent) XXX XXX See Part C.V.C. XXX Temperature °F (Downstream of 001) XXX XXX monitor monitor XXX COD XXX XXX monitor monitor XXX Chloroform XXX XXX 0.02 0.04 0.05 Total Phosphorus XXX XXX XXX 2.0 XXX Dioxin 2,3,7,8-TCDD XXX XXX XXX 3.5 x 10-2pg/l XXX Furan 2,3,7,8-TCDF XXX XXX XXX monitor XXX Aldrin XXX XXX XXX monitor XXX 4,4` DDE XXX XXX XXX monitor XXX WETT XXX XXX XXX monitor XXX COD (influent) XXX XXX monitor monitor XXX Color (influent) XXX XXX monitor monitor XXX Note: Chapter 93, Water Quality Standards, is currently under review. The water quality criteria for Color for the Codorus Creek is recommended for change from 50 PCU to 75 PCU. If this change is approved, the Effluent Limitations for Color will become:
Discharge Limitations
Mass Units (lbs/day) Concentrations (mg/l) Discharge Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Color (PCU) (5-1 to 10-31) XXX XXX 140 280 350 (1-1 to 4-30) XXX XXX 123 246 307 B. Outfall 002 receives wastewater from noncontact cooling water
Discharge Limitations
Mass Units (lbs/day) Concentrations (mg/l) Discharge Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) report report XXX XXX XXX Temperature °F (Upstream) XXX XXX monitor
Avg. Wkly.monitor XXX (Effluent) XXX XXX monitor
Avg. Wkly.monitor XXX (Filter Plant Intake) XXX XXX (See Pg. 32)
Avg. Wkly.monitor XXX pH XXX XXX 6.0 to 9.0 Standard Units at all times BOD5 XXX XXX XXX monitor XXX Total Suspended Solids XXX XXX XXX monitor XXX Streamflow at Gage
(cfs) (5-1 to 10-31)21.3 Min.
7-day Avg.monitor and report
minimum dailyXXX XXX XXX Streamflow at Gage
(cfs) (11-1 to 4-30)15.8 Min.
7-day Avg.monitor and report
minimum dailyXXX XXX XXX C. MP 101, Internal Monitoring Point--Bleach Plant Effluent--Softwood
Discharge Limitations
Mass Units (lbs/day) Concentrations (mg/l) Discharge Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum 20 Kappa Number XXX XXX annual avg. monitor XXX Color (PCU) XXX XXX monitor monitor XXX Chloroform (Interim) 7.08 11.82 monitor monitor XXX Chloroform (Final) 2.48 4.15 monitor monitor XXX Flow (mgd) monitor monitor XXX XXX XXX 2,3,7,8-TCDD XXX XXX XXX <ML XXX 2,3,7,8-TCDF XXX XXX XXX 31.9 pg/1 XXX Trichlorosyringol XXX XXX XXX <ML XXX 3,4,5-trichlorocatechol XXX XXX XXX <ML XXX 3,4,6-trichlorocatechol XXX XXX XXX <ML XXX Tetrachlorocatechol XXX XXX XXX <ML XXX 3,4,5-trichloroguaiacol XXX XXX XXX <ML XXX 3,4,6-trichloroguaiacol XXX XXX XXX <ML XXX 4,5,6-trichloroguaiacol XXX XXX XXX <ML XXX Tetrachloroguaiacol XXX XXX XXX <ML XXX 2,4,5-trichlorophenol XXX XXX XXX <ML XXX 2,4,6-trichlorophenol XXX XXX XXX <ML XXX 2,3,4,6-tetrachlorophenol XXX XXX XXX <ML XXX Pentachlorophenol XXX XXX XXX <ML XXX D. MP 102, Internal Monitoring Point--Bleach Plant Effluent--Hardwood
Discharge Limitations
Mass Units (lbs/day) Concentrations (mg/l) Discharge Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Kappa Number 17 (Before 4/16/04) XXX XXX annual avg. monitor XXX (After 4/16/04) XXX XXX 13 annual avg. monitor XXX Color (PCU) XXX XXX monitor monitor XXX Chloroform (Interim) 8.04 13.40 monitor monitor XXX Chloroform (Final) 3.31 5.54 monitor monitor XXX Flow (mgd) monitor monitor XXX XXX XXX 2,3,7,8-TCDD XXX XXX XXX <ML XXX 2,3,7,8-TCDF XXX XXX XXX 31.9 pg/l XXX Trichlorosyringol XXX XXX XXX <ML XXX 3,4,5-trichlorocatechol XXX XXX XXX <ML XXX 3,4,6-trichlorocatechol XXX XXX XXX <ML XXX Tetrachlorocatechol XXX XXX XXX <ML XXX 3,4,5-trichloroguaiacol XXX XXX XXX <ML XXX 3,4,6-trichloroguaiacol XXX XXX XXX <ML XXX 4,5,6-trichloroguaiacol XXX XXX XXX <ML XXX Tetrachloroguaiacol XXX XXX XXX <ML XXX 2,4,5-trichlorophenol XXX XXX XXX <ML XXX 2,4,6-trichlorophenol XXX XXX XXX <ML XXX 2,3,4,6-tetrachlorophenol XXX XXX XXX <ML XXX Pentachlorophenol XXX XXX XXX <ML XXX E. Stormwater Outfalls SW1 through SW46 shall be monitored for the following parameters:
Monitoring Requirements Discharge Parameters Composite Sample (mg/l) Grab Sample (mg/l) BOD5 monitor and report monitor and report COD monitor and report monitor and report Oil and Grease XXX monitor and report pH (S. U.) XXX monitor and report Total Suspended Solids monitor and report monitor and report Total Phosphorus monitor and report monitor and report Total Kjeldahl Nitrogen monitor and report monitor and report Total Iron monitor and report monitor and report In addition to the above effluent limitations, the permit requires the following:
1. Maintain winter, summer and annual stream flows of 15.8, 21.3 and 16.4 cfs at the USGS Gaging Station.
2. Chronic Whole Effluent Toxicity Testing of Outfall 001.
3. Control of any Chemical Additives to prevent environment impacts.
4. Completion of a new 316(a) Study (fish and macroinvertebrates) to demonstrate the impact of the existing heat discharges on the Codorus Creek and recommend reductions if necessary.
5. Compliance with color standards by permit expiration or in accordance with a schedule in a Consent Order and Agreement.
6. A Solids, Odor, and Sediment Bioassay Study to assess impact of the discharge on the Codorus Creek.
7. Sampling of parameters found by the EPA during development of the ''Cluster Rule'' at a predefined detection limit.
8. Implementation of Best Management Practices to comply with the ''Cluster Rule'' and a Mass and Energy Balance Study to identify sources of color.
9. Elimination of elemental chlorine bleaching by conversion of both bleach plants to chlorine dioxide substitution by April 15, 2004.
Persons may make an appointment to review the DEP files on this case by calling Mary DiSanto, File Review Coordinator, at (717) 705-4732.
Northcentral Region: Environmental Program Manager, Water Management Program, 208 West Third Street, Suite 101, Williamsport, PA 17701-6448, (717) 327-3666.PA 0228133. Industrial Waste, SIC, 7542, PA Department of Transportation, 1924-30 Daisy Street P. O. Box 342, Clearfield, PA 16830.
This proposed action is for issuance of an NPDES permit for a new discharge of treated industrial wastewater to Driftwood Branch Sinnemahoning Creek in Lumber Township, Cameron County.
The receiving stream is classified for the following uses: trout stocking, aquatic life, water supply and recreation. For the purposes of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply (PWS) considered during the evaluation is PA American Water Company located at Milton.
The proposed effluent limits for Outfall 001 based on a design flow of 0.0005 mgd, are:
Concentration (mg/l) Mass (lbs/day) Average Daily Instantaneous Average Daily Parameter Monthly Maximum Maximum Monthly Maximum 5 Day CBOD 25 50 TSS 30 60 Oil and Grease 15 30 Benzene report Toluene report Ethylbenzene report Total Xylenes report pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0042722. Sewerage, SIC 4952, Dushore Sewer Authority, P. O. Box 248, Dushore, PA 18614.
This proposed action is for issuance of an NPDES permit for an existing discharge of treated sewage to Little Loyalsock Creek in Dushore Borough, Sullivan County.
The receiving stream is classified for the following uses: cold water fishery, aquatic life, water supply and recreation.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply (PWS) considered during the evaluation is PA American Water Company located on the West Branch of the Susquehanna River at Milton approximately 75 river miles downstream.
The proposed effluent limit for Outfall 001 based on a design flow of 0.26 mgd, are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) pH (Standard Units) within the range of 6.0 to 9.0 Fecal Coliform
(5-1 to 9-30)200#/100 ml as a geometric average (10-1 to 4-30) 2000#/100 ml as a geometric average CBOD5 22 33 44 TSS 30 45 60 Total CL2 Residual* 0.22 4.6 NH3-N
(6-1 to 10-31)3.2 4.5 6.4 (11-1 to 5-30) 9.6 14.5 19.0 * TRC limit effective 3 years after permit effective date. Until then, monitor and report.
The EPA waiver is in effect.
Southwest Regional Office: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.
PA 0044971. Sewage, B.P.O.E. Lodge 512, 3200 Milligantown Road, P. O. Box 2026, Lower Burrell, PA 15068.
This application is for renewal of an NPDES permit to discharge treated sewage from B.P.O.E. Lodge 512 Sewage Treatment Plant in Lower Burrell, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Little Pucketa Creek, which are classified as a trout stocked fishery 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: Oakmont Municipal Water Authority.
Outfall 001: existing discharge, design flow of .0027 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 Day 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) 25,000/100 ml as a geometric mean Total Residual Chlorine 1.4 3.3 pH not less than 6.0 nor greater than 9.0 Other Conditions: None
The EPA waiver is in effect.
PA 0092347. Sewage, Albert Gallatin Area School District, 10 West Church Street, Masontown, PA 15461.
This application is for renewal of an NPDES permit to discharge treated sewage from the Smithfield Elementary School STP in Smithfield Borough, Fayette County.
The following effluent limitations are proposed for discharge to the receiving waters, known as an unnamed tributary of Georges Creek, which are classified as a warm water fishery 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 .004 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD-5 Day 10 20 Suspended Solids 25 50 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) 2000/100 ml as a geometric mean Total Residual Chlorine 1.4 3.3 Dissolved Oxygen1 not less than 3.0 mg/l pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA 0218197. Sewage, Michael P. Baycura, 131 Cardinal Drive, New Brighton, PA 15066.
This application is for issuance of an NPDES permit to discharge treated sewage from the Steven's Trail Small FLow Sewage Treatment Plant in Daugherty Township, Beaver County.
The following effluent limitations are proposed for discharge to the receiving waters, known as an unnamed tributary to Blockhouse Run, which are classified as a warm water fishery 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: Arco Chemical Company Beaver Valley Plant on the Ohio River.
Outfall 001: new discharge, design flow of 0.0015 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 Day 10 20 Suspended Solids 10 20 Ammonia Nitrogen (5-1 to 10-31) 3 6 (11-1 to 4-30) 9 18 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean (10-1 to 4-30) 2000/100 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.
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