NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
[26 Pa.B. 1061]
APPLICATIONS 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 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 office noted above the application 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 Department of the exact basis of a comment and the relevant facts upon which it is based. A public hearing may be held if the responsible office considers the public response significant.
Following the 30-day comment period, the Water 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 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 office indicated above the application.
Persons with a disability who wish to attend the hearing and require an auxiliary aid, service or other accommodations to participate in the proceeding 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 1 (800) 654-5984.
Applications for National Pollutant Discharge Elimination System (NPDES) Permit to discharge to State waters.
Southeast Regional Office: Regional Manager, Water Management, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428, telephone (610) 832-6130.PA 0022411. Sewage, US Naval Air Station--Willow Grove, Department of the Navy, Joint Reserve Base, Box 21, Willow Grove, PA 19090-5021.
This application is for renewal of an NPDES permit to discharge treated sewage from the US Naval Air Station--Willow Grove in Horsham Township, Montgomery County. This is an existing discharge to unnamed tributary to Park Creek.
The receiving stream is classified for warm water fish, migratory fish, potable water supply, industrial water supply, livestock water supply, wildlife water supply, irrigation, boating, fishing, water contact sports and esthetics.
The proposed effluent limits for Outfall 001, based on an average flow of 1.0 mgd are as follows:
Parameter Average
Monthly (mg/l)Instantaneous
Maximum (mg/l)CBOD5 (5-1 to 10-31) 10 20 (11-1 to 4-30) 20 40 Suspended Solids 30 60 Ammonia (as N) (5-1 to 10-31) 1.5 3.0 (11-1 to 4-30) 3.0 6.0 Nitrate and Nitrite Nitrogen (7-1 to 10-31) 9.5 19.0 Phosphorus (as P) (4-1 to 10-31) 2.0 4.0 Total Residual Chlorine (years 1 and 2) 1.0 2.5 Total Residual Chlorine (years 3, 4 and 5) 0.013 0.42 Fecal Coliforms 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 5.0 mg/l at all times pH within limits of 6.0--9.0 standard units at all times
PA 0029441. Sewage, Township of Upper Dublin, 801 Loch Alsh Avenue, Fort Washington, PA 19034.
This application is for renewal of an NPDES permit to discharge treated sewage from Upper Dublin STP serving the Pine Run and Rapp Run drainage basins in Upper Dublin Township, Montgomery County. This is an existing discharge to Pine Run.
The receiving stream is classified for trout stocking, potable water supply, industrial water supply, livestock water supply, wildlife water supply, irrigation, boating, fishing, water contact sports and esthetics.
The proposed effluent limits for Outfall 001, based on an average flow of 0.85 mgd are as follows:
Parameter Average
Monthly (mg/l)Average
Weekly (mg/l)Instantaneous
Maximum (mg/l)CBOD5 (5-1 to 10-31) 10 15 20 (11-1 to 4-30) 20 30 40 Suspended Solids 30 45 60 Ammonia (as N) (5-1 to 10-31) 2 3 4 (11-1 to 4-30) 6 9 12 Total Residual 1.00 Interim 2.5 Interim Chlorine 0.07* 0.24* Fecal Coliforms 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 5.0 mg/l at all times pH within limits of 6.0--9.0 standard units at all times
Parameter Average
Monthly (mg/l)Maximum
Daily (mg/l)Instantaneous
Maximum (mg/l)Total Copper 0.03* 0.06* 0.075* Total Silver 0.012* 0.024* 0.03* Free Cyanide 0.007* 0.014* 0.018* *Limits effective beginning of fourth year
Northwest Regional Office: Regional Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335, telephone (814) 332-6942.PA 0209775. Sewage, Church of Jesus Christ in God, R. D. 2, Spartansburg, PA 16434.
This application is for a renewal of a Part I NPDES permit to discharge treated sewage to an unnamed tributary to McLaughlin Run in Rome Township, Crawford County. This is an existing discharge.
The receiving water is classified for the following uses: cold water fishes, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing/proposed downstream potable water supply considered during the evaluation is the Allegheny River and is used by the Emlenton Water Company which is 64 miles below the discharge.
The proposed discharge limits for Outfall No. 001 based on a design flow of 0.000279 mgd are:
Parameter Average
Monthly (mg/l)Instantaneous
Maximum (mg/l)CBOD5 10 20 Total Suspended Solids 20 40 Fecal Coliforms (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 Total Residual Chlorine monitor and report pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0000345. Industrial waste, SIC: 4941, Pennsylvania-American Water Company, Clarion Filter Plant, Water Works Road, Clarion, PA 16214.
This application is for a renewal NPDES permit to discharge treated industrial wastewater and stormwater to the Clarion River in Clarion Township, Clarion County.
The receiving water is classified for the following uses: cold water fishes, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing/proposed downstream potable water supply considered during the evaluation is the Clarion River and is used by the PA-American Water Company Clarion District located in Clarion at River 33.46 approximately 0.04 mile downstream.
Design monthly average waste flow for Outfall No. 001 is 0.138 mgd.
Parameter Average
Monthly (mg/l)Maximum
Daily (mg/l)Instantaneous
Maximum (mg/l)Flow (mgd) monitor and report Total Suspended Solids 30 60 Total Aluminum 4.0 8.0 Total Iron 2.0 4.0 Total Manganese 1.0 2.0 Total Residual Chlorine 0.5 1.2 pH 6.0--9.0 at all times Design monthly average waste flow for Outfall No. 002 is N/A mgd.
Parameter Average
Monthly (mg/l)Maximum
Daily (mg/l)Instantaneous
Maximum (mg/l)Flow (mgd) monitor and report BOD monitor and report Total Suspended Solids monitor and report Oil and Grease monitor and report Total Kjeldahl Nitrogen monitor and report Total Phosphorus monitor and report Total Aluminum monitor and report Total Iron monitor and report Total Manganese monitor and report Total Residual Chlorine monitor and report pH 6.0--9.0 at all times Design monthly average waste flow for Outfall No. 003 is N/A mgd.
Parameter Average
Monthly (mg/l)Maximum
Daily (mg/l)Instantaneous
Maximum (mg/l)Flow (mgd) monitor and report BOD monitor and report Total Suspended Solids monitor and report Oil and Grease monitor and report Total Kjeldahl Nitrogen monitor and report Total Phosphorus monitor and report Total Aluminum monitor and report Total Iron monitor and report Total Manganese monitor and report Total Residual Chlorine monitor and report pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0000256. Industrial waste, SIC: 4941. Pennsylvania-American Water Company, Big Run Filter Plant, McCardy Road, Big Run, PA 15715.
This application is for a renewal NPDES permit to discharge treated industrial wastewater and stormwater to the east branch of Mahoning Creek in Gaskill Township, Jefferson County.
The receiving water is classified for the following uses: cold water fishes, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing/proposed downstream potable water supply considered during the evaluation is the Allegheny River and is used by the PA-American Water Company Kittanning District located in Kittanning at River Mile 45.27 approximately 50 miles downstream.
Design monthly average waste flow for Outfall No. 001 is 0.0373 mgd.
Parameter Average
Monthly (mg/l)Maximum
Daily (mg/l)Instantaneous
Maximum (mg/l)Flow (mgd) monitor and report Total Suspended Solids 30 60 Total Aluminum 4.0 8.0 Total Iron 2.0 4.0 Total Manganese 1.0 2.0 Total Residual Chlorine 0.5 1.2 pH 6.0--9.0 at all times Design monthly average waste flow for Outfall No. 002 is N/A mgd.
Parameter Average
Monthly (mg/l)Maximum
Daily (mg/l)Instantaneous
Maximum (mg/l)Flow (mgd) monitor and report BOD monitor and report Total Suspended Solids monitor and report Oil and Grease monitor and report Total Kjeldahl Nitrogen monitor and report Total Phosphorus monitor and report Total Aluminum monitor and report Total Iron monitor and report Total Manganese monitor and report Total Residual Chlorine monitor and report pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0032026. Sewage, Family Affair Campground, 8640 Findley Lake Road, North East, PA 16428.
This application is for renewal and increase in flow of an NPDES permit to discharge treated sanitary sewage from a campground to an unnamed tributary to Sixteen Mile Creek in North East Township, Erie County. This is an existing discharge.
The receiving water is classified for cold water and migratory fishery, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing/proposed downstream potable water supply considered during the evaluation is an intake pipe on Sixteen Mile Creek to Grahamville Reservoir located in North East Township, Erie County, which is approximately 1.15 miles downstream from the point of discharge.
The interim effluent limits for Outfall 001 based on an average design flow of 0.0025 mgd, are:
Effluent Concentration (mg/l) Average Instantaneous Parameter Monthly Maximum CBOD5 25 50 Total Suspended Solids 30 60 NH3-N (5-1 to 10-31) 28 50 (11-1 to 4-30) no limit Phosphorus as ''P'' 1.0 Total Residual Chlorine monitor and report Dissolved Oxygen minimum of 3.0 mg/l at all times Fecal Coliforms (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 pH 6.0--9.0 standard units at all times The proposed final effluent limits for Outfall 001 based on average design flow of 0.025 mgd are:
Effluent Concentration (mg/l) Average Instantaneous Parameter Monthly Maximum CBOD5 25 50 Total Suspended Solids 30 60 NH3-N (5-1 to 10-31) 6.5 13 (11-1 to 4-30) 19.5 39 Phosphorus as ''P'' 1.0 Total Residual Chlorine 0.5 1.2 Dissolved Oxygen minimum of 3.0 mg/l at all times Fecal Coliforms (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 pH 6.0--9.0 standard units at all times The EPA waiver is in effect.
PA 0210012. Sewage, Paul R. Goda, 72 Birchwood Drive, Transfer, PA 16154.
This application is for a renewal of a Part I NPDES permit to discharge treated sewage to an unnamed tributary to the Shenango River in Pymatuning Township, Mercer County. This is an existing discharge.
The receiving water is classified for the following uses: warm water fishes, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing/proposed downstream potable water supply considered during the evaluation is the Shenango River and is used by the Sharpsville Municipal Authority which is 7 miles below the discharge.
The proposed discharge limits for Outfall No. 001 based on a design flow of 0.000350 mgd are:
Parameter Average
Monthly (mg/l)Instantaneous
Maximum (mg/l)CBOD5 10 20 Total Suspended Solids 20 40 Fecal Coliforms (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 Total Residual Chlorine monitor and report pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0209929. Sewage, Dennis Stefanak, R. D. 2, Roman Road, Pulaski, PA 16143.
This application is for a renewal of a Part I NPDES permit to discharge treated sewage to an unnamed tributary to the Shenango River in Shenango Township, Mercer County. This is an existing discharge.
The receiving water is classified for the following uses: warm water fishes, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing/proposed downstream potable water supply considered during the evaluation is the Shenango River and is used by the Pennsylvania-American Water New Castle District which is 12 miles below the discharge.
The proposed discharge limits for Outfall No. 001 based on a design flow of 0.000400 mgd are:
Parameter Average
Monthly (mg/l)Instantaneous
Maximum (mg/l)CBOD5 10 20 Total Suspended Solids 20 40 Fecal Coliforms (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 Total Residual Chlorine monitor and report pH 6.0--9.0 at all times The EPA waiver is in effect.
Northcentral Region: Environmental Program Manager, Water Management, 208 West Third Street, Suite 101, Williamsport, PA 17701-6448, telephone (717) 327-3666.PA 0114758. Sewerage, SIC: 4952, Frank Perano, Box 278, King of Prussia, PA 19406.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage from Bucknell View Mobile Home Park to the west branch of the Susquehanna River in West Chillisquaque Township, Northumberland County.
The receiving stream is classified for the following uses: warm 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 Sunbury Municipal Authority located approximately 8 river miles downstream.
The proposed effluent limits for Outfall 001 based on a design flow of 0.0186 mgd are:
Parameter Average
Monthly (mg/l)Instantaneous
Maximum (mg/l)CBOD5 25 50 Total Suspended Solids 30 60 Fecal Coliforms (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 Total Residual Chlorine First Month--36th Month report report 37th Month--Expiration 1.0 2.3 pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0114821. Sewerage, SIC: 4952, Gregg Township Municipal Authority, P. O. Box 192, Allenwood, PA 17810-0192.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage to the west branch of the Susquehanna River in Gregg Township, Union County.
The receiving stream is classified for the following uses: warm water fishery and 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 Pennsylvania-American Water Company located at 7 miles below the discharge on the west branch of the Susquehanna River.
The proposed effluent limits for Outfall 001 based on a design flow of 0.8 mgd are:
Parameter Average
Monthly (mg/l)Average
Weekly (mg/l)Instantaneous
Maximum (mg/l)CBOD5 25 40 50 Total Suspended Solids 30 45 60 Fecal Coliforms (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 pH 6.0--9.0 standard units at all times Total Chlorine Residual* 0.5 1.6 *Limit effective 2 years after permit effective date. Until then, monitor and report.
The EPA waiver is in effect.
PA 0014575. Industrial waste, SIC: 4941, Jersey Shore Area Joint Water Authority, 220 South Main Street, Jersey Shore, PA 17740.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated industrial wastewater to Larrys Creek in Anthony Township, Lycoming County.
The receiving stream is classified for the following uses: high quality cold water fishes, 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 at PA-American Water Company located at Milton.
The proposed effluent limits for Outfall 001 based on a design flow of 0.05 mgd are:
Discharge Parameter Average
Monthly (mg/l)Daily
Maximum (mg/l)Instantaneous
Maximum (mg/l)pH (std. units) within the range of 6.0--9.0 TSS 30 60 75 Total Iron 2 4 5 Total Manganese 1 2 2.5 Total Aluminum 4 8 10 Total Residual Chlorine 0.7 2.3 The EPA waiver is in effect.
PA 0014567. Industrial waste, SIC: 4941, Jersey Shore Area Joint Water Authority, 220 South Main Street, Jersey Shore, PA 17740.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated industrial wastewater to Pine Creek in Pine Creek Township, Clinton County.
The receiving stream is classified for the following uses: high quality trout stock fishes, 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 at PA-American Water Company located at Milton.
The proposed effluent limits for Outfall 001 based on a design flow of 0.05 mgd are:
Discharge Parameter Average
Monthly (mg/l)Daily
Maximum (mg/l)Instantaneous
Maximum (mg/l)pH (std. units) within the range of 6.0--9.0 TSS 30 60 75 Total Iron 2 4 5 Total Manganese 1 2 2.5 Total Aluminum 4 8 10 Total Residual Chlorine 1 2.3 The EPA waiver is in effect.
Southcentral Regional Office: Regional Water Management Program Manager, One Ararat Boulevard, Harrisburg, PA 17110, telephone (717) 657-4590.PA 0014672. Industrial waste, SIC: 3691 and 3341, General Battery Corporation, Exide Corporation--Reading Smelter Division, Spring Valley Road and Nolan Street, Laureldale, PA 19605.
This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste and stormwater to a dry/intermittent stream, tributary to Bernharts Creek, in Muhlenberg Township, Berks County.
The receiving stream is classified for warm water fishery, recreation, water supply and aquatic life. The existing downstream potable water supply intake considered during the evaluation is the Pottstown Borough Authority located on the Schuylkill River. The discharge is not expected to impact any potable water supply.
The proposed Interim effluent limits for Outfall 001 for a design flow of 0.441 mgd are:
Parameter Average
Monthly (mg/l)Maximum
Daily (mg/l)Instantaneous
Maximum (mg/l)pH within limits of 6--9 standard units at all times Total Antimony monitor and report Total Arsenic monitor and report Total Cadmium 0.27 0.59 0.68 Total Copper monitor and report Total Lead monitor and report Total Zinc monitor and report Total Nickel monitor and report Total Iron monitor and report Total Aluminum monitor and report Total Phosphorus monitor and report Total Ammonia as N 20 40 40 Oil and Grease 15 30 30 Total Suspended Solids 30 60 75 Total Dissolved Solids 6,000 7,500 CBOD5 monitor and report Dissolved Oxygen monitor and report Osmotic Pressure monitor and report MBAS monitor and report Chronic Whole Effluent Toxicity Tests monitor and report The proposed Final effluent limits for Outfall 001 for a design flow of 0.441 mgd are:
Parameter Average
Monthly (mg/l)Maximum
Daily (mg/l)Instantaneous
Maximum (mg/l)pH within limits of 6--9 standard units at all times Total Antimony 0.1 0.2 0.25 Total Arsenic 0.21 0.42 0.52 Total Cadmium 0.003 0.006 0.008 Total Copper 0.03 0.06 0.08 Total Lead 0.01 0.02 0.03 Total Zinc 0.02 0.04 0.05 Total Nickel 0.04 0.08 0.10 Total Iron monitor and report Total Aluminum monitor and report Total Phosphorus monitor and report Total Ammonia as N 3 6 7.5 Oil and Grease 15 30 30 Total Suspended Solids 10 20 25 Total Dissolved Solids 1,000 2,500 2,500 CBOD5 10 20 25 Dissolved Oxygen 5.0 at all times Osmotic Pressure 77 154 192 MBAS monitor and report Chronic Whole Effluent Toxicity Tests monitor and report The proposed Interim effluent limits for Outfall 002 for the discharge of groundwater and stormwater are:
Parameter Average
Monthly (mg/l)Maximum
Daily (mg/l)Instantaneous
Maximum (mg/l)CBOD5 monitor and report Chemical Oxygen Demand monitor and report Total Suspended Solids monitor and report Total Lead monitor and report Total Chromium monitor and report Total Iron monitor and report Oil and Grease monitor and report pH monitor and report Total Copper monitor and report Total Cadmium monitor and report Total Arsenic monitor and report Total Antimony monitor and report Total Zinc monitor and report Total Phenols monitor and report Ammonia as N monitor and report Acute Whole Effluent Toxicity Tests monitor and report The proposed Final effluent limits for Outfall 002 for the discharge of groundwater and stormwater after the first flush is collected are:
Parameter Average
Monthly (mg/l)Maximum
Daily (mg/l)Instantaneous
Maximum (mg/l)CBOD5 monitor and report Chemical Oxygen Demand monitor and report Total Suspended Solids monitor and report Total Lead monitor and report Total Chromium monitor and report Total Iron monitor and report Oil and Grease monitor and report pH monitor and report Total Copper monitor and report Total Cadmium monitor and report Total Arsenic monitor and report Total Antimony monitor and report Total Zinc monitor and report Total Phenols monitor and report Ammonia as N monitor and report Acute Whole Effluent Toxicity Tests monitor and report Part C requirements for toxics are briefly listed as:
1. Final water quality based effluent limitations for Total Antimony, Total Arsenic, Total Cadmium, Total Copper, Total Lead, Total Zinc, Total Nickel, Ammonia, Total Suspended Solids, Total Dissolved Solids, Dissolved Oxygen, CBOD5 and Osmotic Pressure.
2. Requirements to submit a toxics reduction evaluation within 24 months of permit issuance.
3. Conditions for future permit modifications.
4. Procedures for granting time extensions to achieve final water quality based effluent limitations.
5. Procedures for demonstrating alternative site-specific bioassay based effluent limitations.
6. Procedures for demonstrating alternative method detection limits.
PA 0086908. Sewage, SIC: 8661, Middle Creek Bible Conference, Inc., 5100 Randolph Road, Rockville, MD 20852.
This application is for issuance of an NPDES permit for a new discharge of treated sewage to Middle Creek, in Freedom and Liberty Townships, Adams County.
The receiving stream is classified for cold water fish, recreation, water supply and aquatic life. For the purpose of evaluating effluent requirements, the existing downstream potable water supply intake considered during the evaluation was the City of Frederick, Maryland located on the Monocacy River. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.0745 mgd are:
Parameter Average
Monthly (mg/l)Instantaneous
Maximum (mg/l)CBOD5 25 50 Suspended Solids 30 60 Total Residual Chlorine 0.5 1.17 Dissolved Oxygen minimum of 5.0 at all times pH 6.0--9.0 Fecal Coliforms (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 39,800/100 ml as a geometric average The EPA waiver is in effect.
PA 0087068. Industrial waste, SIC: 2754, Chiyoda America, Inc., Thousand Oaks Corporate Center, P. O. Box 470, Morgantown, PA 19543.
This application is for issuance of an NPDES permit for a new discharge of treated industrial waste to East Branch Conestoga River, in Caernarvon Township, Berks County.
The receiving stream is classified for warm water fishery, 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 Morgantown Properties located near Morgantown. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of .004 mgd are:
Parameter Average
Monthly (mg/l)Maximum
Daily (mg/l)Instantaneous
Maximum (mg/l)Total Suspended Solids 30 60 Total Residual Chlorine 0.5 1.63 BOD5 30 60 pH within limits of 6--9 standard units at all times Temperature maximum of 110°F at all times The EPA waiver is in effect.
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