NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

---

APPLICATIONS

---

[34 Pa.B. 692]

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

---

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

NPDES Permit No. (Type)	Facility Name and Address	County and Municipality	Stream Name (Watershed No.)	EPA Waived Y/N ?
PA0035271	Tall Timbers Village TTV-6 Factoryville, PA 18419	Lackawanna County LaPlume Township	South Branch Tunkhannock Creek 4F	Y

---

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

NPDES Permit No. (Type)	Facility Name and Address	County and Municipality	Stream Name (Watershed No.)	EPA Waived Y/N ?
PA0008761 Industrial Waste	Armstrong World Industries Marietta Ceiling Plant 1507 River Road Marietta, PA 17547	Lancaster County East Donegal Township	Susquehanna River 7G	Y
PAR100403-R	New Joy Brethern in Christ Church 206 Marion Terrace Ephrata, PA 17543	Lancaster County Ephrata Borough	Cocalico Creek WWF	Y

---

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

NPDES Permit No. (Type)	Facility Name and Address	County and Municipality	Stream Name (Watershed No.)	EPA Waived Y/N ?
PA0103772	Hodapp Apartments 9291 Kuhl Road Erie, PA 16510	Greene Township Erie County	Four Mile Creek 15-FM	Y
PA0101877	Bradford Regional Airport Star Route Box 176 Lewis Run, PA 16738	Lafayette Township McKean County	Unnamed Tributary to Kinzua Creek 16-B	Y
PA0035696	Ramada Inn 6101 Wattsburg Road Erie, PA 16509-4037	Millcreek Township Erie County	Unnamed tributary to Mill Creek 15-MC	Y

---

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

---

   Southeast Region:  Water Management Program Manager, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428.

   PA0051535, Sewage, Kenneth and Christine Lord, P. O. Box 244, Eagleville, PA 19408. This proposed facility is in Lower Providence Township, Montgomery County.

   Description of Proposed Activity:  Discharge of 400 gallons per day of treated sewage into Perkiomen Creek.

   The receiving stream, Perkiomen Creek, is in the State Water Plan watershed 3E and is classified for WWF, aquatic life and recreation.

   The proposed effluent limits for Outfall 001 are based on a design flow of 0.0004 MGD.

	Average	Average	Maximum Daily	Instantaneous
Parameter	Monthly (mg/l)	Weekly (mg/l)	Daily (mg/l)	Maximum (mg/l)
Flow (GPD)
CBOD5	25
Total Suspended Solids	30
Ammonia as N	20
Fecal Coliform	200/100ml
pH	6.0 STD			9.0 STD
Total Chlorine Residual	Monitor and Report			Monitor and Report

   In addition to the effluent limits, the permit contains the following major special conditions: submit annual Monitoring Report; dispose of sludge according to applicable regulations; and abandon treatment plant when municipal sewage facilities become available.

   PA0012891, Industrial Waste, NAICS: 221, Upper Hanover Authority, P. O. Box 205, East Greenville, PA 18041. This proposed facility is in Upper Hanover Township, Montgomery County.

   Description of Proposed Activity: Discharge of treated domestic and industrial wastewater.

   The receiving stream, Perkiomen Creek, is in the State Water Plan watershed 3E and is classified for TSF. The nearest downstream public water supply intake for the Philadelphia Suburban Water Company is on the Perkiomen Creek, 26.81 miles below the point of discharge.

   The following proposed effluent limits for Outfall 001, are based on a design flow of 60,000 gallons per day from permit issuance through completion of plant expansion and upgrade:

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
CBOD5	12.5	25	25	50	63
Total Suspended Solids	15	30	30	60	75
NH3-N
(5-1 to 10-31)	2.5		5.0		13.0
(11-1 to 4-30)	7.5		15.0		38.0
Phosphorus as P	0.25		0.5		1.2
Total Dissolved Solids	500	1,000	1,000	2,000	2,500
Fecal Coliform			200 col/100 ml
Dissolved Oxygen			3.0 min.
Copper, Total			0.55	1.1	1.4
Lead, Total			Monitor	Monitor	Monitor
pH (STD)			6.0 min.		9.0
Total Residual Chlorine			0.5		1.3

   The following proposed effluent limits for Outfall 001, are based on a design flow of 98,000 gallons per day from completion of plant expansion and upgrade through permit expiration:

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
CBOD5	20	40	25	50	63
Total Suspended Solids	25	50	30	60	75
NH3-N
(5-1 to 10-31)	4.0		5.0		13.0
(11-1 to 4-30)	12.0		15.0		38.0
Phosphorus as P	0.4		0.5		1.2
Total Dissolved Solids	817	1,635	1,000	2,000	2,500
Fecal Coliform			200 col/100 ml
Dissolved Oxygen			3.0 min.
Copper, Total			0.43	0.86	1.07
Lead, Total			Monitor	Monitor	Monitor
pH (STD)			6.0 Min.		9.0

   The following proposed effluent limits for Outfall 002, are based on a stormwater discharge from roof drains and parking lots:

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
CBOD5
Total Suspended Solids				Monitor
Total Phosphorus as P				Monitor
pH				Monitor
COD				Monitor
Oil and Grease				Monitor
Total Kjeldahl Nitrogen				Monitor
Iron Dissolved				Monitor

   In addition to the effluent limits, the permit contains the following major special conditions: DMR to the Department; remedial measures; sludge disposal; upgrade/expansion of the plant; TMDL limits; operations and maintenance plan; and laboratory certification.

---

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

   PAS232211, Industrial, SIC Code 3058, Consolidated Container Co., 3101 Towercreek Parkway, Atlanta, GA 30339. This proposed facility is in Upper Macungie Township, Lehigh County.

   Description of Proposed Activity: Request for NPDES permit to discharge site stormwater.

   The receiving stream, an unnamed tributary to Iron Run, is in the State Water Plan watershed no. 02C and is classified for HQ CWF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for the Keystone Water Company, Yardley District is on the Delaware River, 50 miles below the point of discharge.

   The proposed effluent limits for Outfall 001 based on a design flow of N/A.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum
Parameter	Monthly	Daily	Monthly	Daily
CBOD5
			Monitor and Report
COD			Monitor and Report
Oil and Grease			Monitor and Report
pH			Monitor and Report
Total Suspended Solids			Monitor and Report
Total Kjeldahl Nitrogen			Monitor and Report
Total Phosphorous			Monitor and Report
Effluent Guideline Pollutants			Monitor and Report
Dissolved Iron			Monitor and Report

---

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

   PA0085677, Groundwater Cleanup, Harley-Davidson Motor Company Operations, Inc., 1425 Eden Road, York, PA 17402. The facility is in Springettsbury Township, York County.

   Description of activity: Renewal of an NPDES permit for an existing discharge of up to 0.576 million gallons of treated groundwater per day.

   The receiving stream, unnamed tributary of Codorus Creek, is in Watershed 7-H and is classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake, Wrightsville Water Supply Co., is approximately 17 miles downstream on the Susquehanna River. The discharge is not expected to adversely affect the water supply.

   The proposed effluent limitations and monitoring requirements for Outfall 003 are:

	Average	Average	Instantaneous
Parameter	Monthly (mg/l)	Daily (mg/l)	Maximum (mg/l)
pH (S. U.)	6.0 to 9.0 at all times
1,1-Dichloroethylene	0.00008	0.00016	0.0002
Tetrachloroethylene	0.001	0.002	0.0025
Trichloroethylene	0.00375	0.0075	0.0094
Methylene Chloride	XXX	Monitor and Report	XXX
Vinyl Chloride	XXX	Monitor and Report	XXX
cis-1,2-Dichloro-ethylene	XXX	Monitor and Report	XXX

   Individuals may make an appointment to review the Department files on this case by calling the File Review Coordinator at (717) 705-4732.

   The EPA waiver is in effect.

   PA0087793, Industrial Waste, SIC Code 4941, United Water Pennsylvania, Inc., 4211 East Park Circle, Harrisburg, PA 17111-0151. This facility is in Mechanicsburg Borough, Cumberland County.

   Description of activity: Renewal of an NPDES permit for a existing discharge of treated industrial waste.

   The receiving stream, Trindle Spring Run, is in Watershed 7-B and classified for CWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for the Steelton Municipal Waterworks is on the Susquehanna River, approximately 21.8 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 0.030 MGD are:

	Concentration (mg/l)
	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Maximum
pH	from 6.0 to 9.0 inclusive
Total Aluminum	1.40	2.80	3.50
Total Iron	0.25	0.50	0.62
Total Manganese	0.40	0.80	1.00

   Individuals may make an appointment to review the Department files on this case by calling the File Review Coordinator at (717) 705-4732.

   The EPA waiver is in effect.

---

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

   PA0014311, Industrial Waste, SIC, 3315, Keystone Profiles, 220 Seventh Avenue, Beaver Falls, PA 15010. This application is for renewal of an NPDES permit to discharge treated process water, cooling water and stormwater from the Beaver Falls Plant in Beaver Falls, Beaver County.

   The following effluent limitations are proposed for discharge to the receiving waters, Walnut Bottom Run and Beaver River, classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is Beaver Falls Municipal Authority, P. O. Box 400, Beaver Falls, PA 15010, 0.75 mile below the discharge point.

   Outfall 101: existing discharge, design flow of 0.024 mgd.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow	Monitor and Report
Suspended Solids	14.5	33.9	30	70	88
Oil and Grease			15		30
Lead	0.049	0.191	0.15	0.45	0.56
Zinc	0.065	0.259	0.1	0.3	0.38
Chromium	0.057	0.143	0.4	1.0	1.3
Nickel	0.043	0.129	0.3	0.9	1.1
pH	not less than 6.0 nor greater than 9.0

   Outfall 001: existing discharge

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Copper			Monitor and Report
Manganese			Monitor and Report
Zinc			Monitor and Report

   Outfall 002: existing discharge

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow	Monitor and Report
Temperature (°F)					110
Zinc			Monitor and Report
pH	not less than 6.0 nor greater than 9.0

   Outfalls 003--008, 010 and 011: existing discharge

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Lead			Monitor and Report
Zinc			Monitor and Report

   Outfall 009: existing discharge

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow	Monitor and Report
Temperature (°F)					110
Iron, dissolved			Monitor and Report
Zinc			Monitor and Report
pH	not less than 6.0 nor greater than 9,0

   The EPA waiver is in effect.

   PA0090964, Industrial Waste, SIC, 1213, CQ, Inc., 160 Quality Center Road, Homer City, PA 15748. This application is for renewal of an NPDES permit to discharge treated process water and stormwater from coal slurry ponds in Center Township, Indiana County.

   The following effluent limitations are proposed for discharge to the receiving waters, unnamed tributary of Cherry Run, classified as a CWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is the Saltsburg Municipal Authority at Saltsburg, 17.4 miles below the discharge point.

   Outfall 001: existing discharge.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow (MGD)	Monitor and Report
Iron			Monitor and Report
Manganese			Monitor and Report
pH	not less than 6.0 nor greater than 9.0

   Outfall 101: existing discharge, design flow of 0.005 mgd.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow (MGD)	Monitor and Report
TSS			35		70
Iron			3		4
Manganese			2		4
pH	not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

   PAS216105, Industrial Waste, SIC, 5032, Lehigh Cement Company, 3111 Water Street, Richmond, VA 23223. This application is for issuance of an NPDES permit to discharge untreated stormwater from the Aliquippa Terminal in the City of Aliquippa, Beaver County.

   The following effluent limitations are proposed for discharge to the receiving waters, Ohio River, classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is the ARCO Chemical Company at Monaca, approximately 9.0 miles below the discharge point.

   Outfall 001: new discharge of stormwater runoff.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Suspended Solids			30		60
Oil and Grease				Monitor and Report
Aluminum				Monitor and Report
Barium				Monitor and Report
Boron				Monitor and Report
Iron				Monitor and Report
Copper				Monitor and Report
Lead				Monitor and Report
Nickel				Monitor and Report
Zinc				Monitor and Report
Selenium				Monitor and Report
pH	not less than 6.0 nor greater than 9.0

   Other Conditions: The flow rate at each outfall is dependent on the intensity of rainfall.

   Outfall 002: new discharge of stormwater runoff.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Suspended Solids			30		60
Oil and Grease				Monitor and Report
Aluminum				Monitor and Report
Barium				Monitor and Report
Boron				Monitor and Report
Iron				Monitor and Report
Copper				Monitor and Report
Lead				Monitor and Report
Nickel				Monitor and Report
Zinc				Monitor and Report
Selenium				Monitor and Report
pH	not less than 6.0 nor greater than 9.0

   Outfall 003: new discharge of stormwater runoff.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Suspended Solids			30		60
Oil and Grease				Monitor and Report
Aluminum				Monitor and Report
Barium				Monitor and Report
Boron				Monitor and Report
Iron				Monitor and Report
Copper				Monitor and Report
Lead				Monitor and Report
Nickel				Monitor and Report
Zinc				Monitor and Report
Selenium				Monitor and Report
pH	not less than 6.0 nor greater than 9.0

   Outfall 004: new discharge of stormwater runoff.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Suspended Solids			30		60
Oil and Grease				Monitor and Report
Aluminum				Monitor and Report
Barium				Monitor and Report
Boron				Monitor and Report
Iron				Monitor and Report
Copper				Monitor and Report
Lead				Monitor and Report
Nickel				Monitor and Report
Zinc				Monitor and Report
Selenium				Monitor and Report
pH	not less than 6.0 nor greater than 9.0

   Outfall 005: new discharge of stormwater runoff.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Suspended Solids			30		60
Oil and Grease				Monitor and Report
Aluminum				Monitor and Report
Barium				Monitor and Report
Boron				Monitor and Report
Iron				Monitor and Report
Copper				Monitor and Report
Lead				Monitor and Report
Nickel				Monitor and Report
Zinc				Monitor and Report
Selenium				Monitor and Report
pH	not less than 6.0 nor greater than 9.0

   Outfall 006: new discharge of stormwater runoff.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Suspended Solids			30		60
Oil and Grease				Monitor and Report
Aluminum				Monitor and Report
Barium				Monitor and Report
Boron				Monitor and Report
Iron				Monitor and Report
Copper				Monitor and Report
Lead				Monitor and Report
Nickel				Monitor and Report
Zinc				Monitor and Report
Selenium				Monitor and Report
pH	not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

   PA0093874, Sewage, Blairsville-Saltsburg School District, 100 School Lane, Blairsville, PA 15717. This application is for renewal of an NPDES permit to discharge treated sewage from Saltsburg Elementary School STP in Loyalhanna Township, Westmoreland County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary of the Kiskiminetas 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 Buffalo Township Municipal Authority--Freeport.

   Outfall 001: existing discharge, design flow of 0.00465 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)	9.5			19.0
(11-1 to 4-30)	28.5			57.0
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 mg/l
pH	not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

   PA0205761, Sewage, Sandra Simpson, S-2 Properties, P. O. Box 24509, Pittsburgh, PA 15234-4509. This application is for renewal of an NPDES permit to discharge treated sewage from Harshbarger Mobile Home Park in Hanover Township, Beaver County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary of Little Traverse 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 Midland Borough Municipal Authority.

   Outfall 001: existing discharge, design flow of 0.0125 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)	1.9			3.8
(11-1 to 4-30)	2.8			5.6
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	0.08			0.18
Dissolved Oxygen	not less than 5 mg/l
pH	not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

   PA0217921, Sewage, Indiana Investments, Inc., R. D. 2 Box 305, Shelocta, PA 15774. This application is for renewal of an NPDES permit to discharge treated sewage from Urling Mine No. 3 Portal STP in Armstrong Township, Indiana County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as Walker Run, 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 Buffalo Township Municipal Authority--Freeport.

   Outfall 001: existing discharge, design flow of 0.00625 mgd.

	Concentration (mg/l)
	Average	Average	Maximum	Instantaneous
Parameter	Monthly	Weekly	Daily	Maximum
CBOD5	25			50
Suspended Solids	30			60
Ammonia Nitrogen	22			44
Fecal Coliform
(5-1 to 9-30)	200/100 ml as a geometric mean
(10-1 to 4-30)	15,000/100 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.

[Continued on next Web Page]

---

No part of the information on this site may be reproduced for profit or sold for profit.

This material has been drawn directly from the official Pennsylvania Bulletin full text database. Due to the limitations of HTML or differences in display capabilities of different browsers, this version may differ slightly from the official printed version.

---