NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[35 Pa.B. 4745]

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.

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I. NPDES Renewal Applications

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   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 ?
PA0080080 (Sew)	Elmer R. Keach, Jr. Conewago Valley MHP 800 York Road Dover, PA 17315	York County Newberry Township	Conewago Creek/7F	Y
PA0081132 (Sew)	Solanco School District Swift Middle School 121 S. Hess Street Quarryville, PA 17566-1225	Lancaster County Fulton Township	Conowingo Creek/7K	Y
PA0081116 (Sew)	Solanco School District Solanco High School 121 S. Hess Street Quarryville, PA 17566-1225	Lancaster County East Drumore Township	UNT to Stewart Run/7K	Y
PAR10C4122 (Stormwater/ Construction)	Stephen MacLean Department of Transportation 1713 Lehigh Street Allentown, PA 18103	Berks County Hamburg Borough	Schuylkill River/WWF/MF	Y

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      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 ?
PA0221554	Gateway Commerce Center, LP 1605 Old Route 18 Wampum, PA 16157-9802	New Beaver Borough Lawrence County	UNT to Beaver River 20-B	Y
PA0091316	Buttercup Woodlands Campground 854 Evans City Road Renfrew, PA 16053	Connoquenessing Township Butler County	UNT to Little Connoquenessing 20-C	Y
PA0030686	Cross Creek Resort, Inc. R. D. 3, Box 188 Titusville, PA 16354	Cherrytree Township Venango County	UNT to Cherrytree Run 16-E	Y
PA0101974	Gaslight Campground 6297 Emlenton/Clintonville Road Emlenton, PA 16373	Scrubgrass Township Venango County	UNT to Allegheny River 16-G	Y

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

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

   No. PA0011266, Amendment No. 1 Industrial Waste, Cabot Supermetals, County Line Road, Boyertown, PA 19512. This application is for an NPDES permit amendment to discharge treated process water, cooling water and stormwater from Cabot Supermetals' facility in Douglass Township, Montgomery County. This is an existing discharge to West Swamp Creek.

   The receiving stream is classified for the following uses: migratory, TSF, aquatic life, water supply and recreation.

   The proposed effluent limits for Monitoring Point MP101, based on an average flow of 0.1403 mgd, effective from permit issuance through October 31, 2007, are as follows:

		Effluent Limitations
	Mass Units (lbs/day)		Concentrations (mg/l)
Parameters	Average Monthly	Maximum Daily	Average Monthly	Maximum Daily	Instantaneous Maximum
Total Suspended Solids	117.95	236.60	Monitor and Report	Monitor and Report	252
Ammonia (as N)	130.59	297.38	Monitor and Report	Monitor and Report	280
Oil and Grease	34.53	57.83	Monitor and Report	Monitor and Report	75
Fluoride	49.92	88.95	Monitor and Report	Monitor and Report	107
Nickel, Total	0.047	0.066	Monitor and Report	Monitor and Report	0.100
Zinc, Total	0.934	2.272	Monitor and Report	Monitor and Report	2.00
Copper, Total	0.074	0.155	Monitor and Report	Monitor and Report	0.158
Lead, Total	0.290	0.623	Monitor and Report	Monitor and Report	0.625
Molebdenum, Total	0.269	0.610	Monitor and Report	Monitor and Report	0.574
pH	within limits of 6 to 9 std units at all times

   The proposed effluent limits for Outfall 001, based on an average flow of 0.1763 mgd, effective from permit issuance through October 31, 2007, are as follows:

		Effluent Limitations
	Mass Units (lbs/day)		Concentrations (mg/l)
Parameters	Average Monthly	Maximum Daily	Average Monthly	Maximum Daily	Instantaneous Maximum
Total Suspended Solids	Monitor and Report	Monitor and Report	20	40	50
Total Dissolved Solids	Monitor and Report	Monitor and Report	15,000	20,000	25,000
Ammonia (as N)	Monitor and Report	Monitor and Report	Monitor and Report	Monitor and Report
Oil and Grease	Monitor and Report	Monitor and Report	Monitor and Report	Monitor and Report
Nitrite and Nitrate (as N)	Monitor and Report	Monitor and Report	144	200	225
Fluoride	Monitor and Report	Monitor and Report	55	70	100
Sulfate as SO4	Monitor and Report	Monitor and Report	5,600	8,600	8,600
Chloride	Monitor and Report	Monitor and Report	6,700	6,800	6,800
Nickel, T	Monitor and Report	Monitor and Report	Monitor and Report	Monitor and Report
Zinc, T	Monitor and Report	Monitor and Report	Monitor and Report	Monitor and Report
Copper, Total	Monitor and Report	Monitor and Report	Monitor and Report	Monitor and Report
Lead, Total	Monitor and Report	Monitor and Report	Monitor and Report	Monitor and Report
Molybdenum, T	Monitor and Report	Monitor and Report	Monitor and Report	Monitor and Report
pH	within limits of 6 to 9 std units at all times
Dissolved Oxygen					Monitor and Report
Total Residual Chlorine			0.5	1.0	1.2
BOD5			Monitor and Report	Monitor and Report
Arsenic			Monitor and Report
Chromium, Hex			Monitor and Report
Selenium, T			Monitor and Report
Thalliam			Monitor and Report
Aluminum, Total			Monitor and Report
Osmotic Pressure (MOS/kg)			Monitor and Report	Monitor and Report

   The proposed effluent limits for Outfall 001, based on an average flow of 0.1763 mgd, effective from November 1, 2007, through expiration, are as follows:

	Effluent Limitations
	Mass Units (lbs/day)		Concentrations (mg/l)
Parameters	Average Monthly	Maximum Daily	Average Monthly	Maximum Daily	Instantaneous Maximum
Total Suspended Solids	29.5	59.0	20	40	50
Total Dissolved Solids	15,012	23,420	10,210	15,928	25,525
Ammonia (as N)	8.8	17.6	6.0	12.0	15.0
Oil and Grease	22.0	44.0	15.0	30.0	30.0
Nitrite and Nitrate (as N)	160	224	137	193	218
Fluoride	49.92	88.95	34.0	60.5	85.0
Sulfate as SO4	10,586	16,515	7,200	11,232	18,000
Chloride	11,518	17,969	7,834	12,221	19,585
Nickel, T	0.047	0.066	0.032	0.045	0.080
Zinc, T	0.93	2.28	0.638	0.996	1.58
Copper, Total	0.074	0.154	0.050	0.105	0.125
Lead, Total	0.04	0.062	0.027	0.042	0.068
Molybdenum, Total	0.27	0.61	0.183	0.415	0.458
pH	within limits of 6 to 9 std units at all times
Dissolved Oxygen	minimum of 5.0 mg/l at all times
Total Residual Chlorine			0.5	1.0	1.2
BOD5	Monitor and Report	Monitor and Report	Monitor and Report	Monitor and Report
Arsenic			Monitor and Report
Chromium, Hex			Monitor and Report
Selenium, T			Monitor and Report
Thalliam			Monitor and Report
Aluminum, Total			Monitor and Report
Osmotic Pressure (MOS/kg)			330	515	825

   The proposed effluent limits for Outfall 002, based on an average flow of 0.0404 mgd, are as follows:

	Effluent Limitations
	Mass Units (lbs/day)		Concentrations (mg/l)
Parameters	Average Monthly	Maximum Daily	Average Monthly	Maximum Daily	Instantaneous Maximum
Total Suspended Solids	Monitor and Report	Monitor and Report	20	40	50
Total Dissolved Solids	Monitor and Report	Monitor and Report	650	1,014	1,625
Ammonia (as N)	Monitor and Report	Monitor and Report	6.0	12.0	15.0
Phosphorus (as P)	Monitor and Report	Monitor and Report	2.0	3.1	5.0
Fluoride	Monitor and Report	Monitor and Report	40	62	100
Chloride	Monitor and Report	Monitor and Report	300	468	750
Sulfate as SO4	Monitor and Report	Monitor and Report	100	156	250
Total Residual Chlorine			0.5	1.0	1.2
Temperature (°F)					110°F
Osmotic Pressure (MOs/kg)			Monitor and Report	Monitor and Report
NO2-N and NO3-N	Monitor and Report	Monitor and Report	2.0	3.1	5.0
Phenols, Total			Monitor and Report	Monitor and Report
Selenium, Total			Monitor and Report	Monitor and Report
Trichloroethylene			Monitor and Report	Monitor and Report
1-1, Dichloroethylene			Monitor and Report	Monitor and Report
pH	within limits of 6 to 9 std units at all times
Dissolved Oxygen	minimum of 5.0 mg/l at all times
CBOD5*			Monitor and Report
Oil and Grease*			Monitor and Report
Chemical Oxygen Demand*			Monitor and Report
Total Kjeldahl Nitrogen*			Monitor and Report
Iron, Dissolved*			Monitor and Report
Lead, Total*			Monitor and Report
Chromium, Total*			Monitor and Report
Copper, Total*			Monitor and Report
Nickel, Total*			Monitor and Report
*These parameters are applicable to stormwater only.

	Effluent Limitations
	Mass Units (lbs/day)		Concentrations (mg/l)
Parameters	Average Monthly	Maximum Daily	Average Monthly	Maximum Daily	Instantaneous Maximum
Molybdenum, Total*			Monitor and Report
Cadmium, Total*			Monitor and Report
Arsenic, Total*			Monitor and Report
Zinc, Total*			Monitor and Report
Nitrate Nitrogen*			Monitor and Report
Manganese, Total*			Monitor and Report
*These parameters are applicable to stormwater only.

   The proposed effluent limits for Outfall 003, based on an average flow of 0.0603 mgd, are as follows:

	Effluent Limitations
	Mass Units (lbs/day)		Concentrations (mg/l)
Parameters	Average Monthly	Maximum Daily	Average Monthly	Maximum Daily	Instantaneous Maximum
Total Suspended Solids	15.8	30.2	30	60	75
Total Dissolved Solids	277	431	550	858	1,375
Iron, Total	1.0	2.0	2.0	4.0	5.0
Manganese, Total	0.5	1.0	1.0	2.0	2.5
Aluminum, Total	2.0	4.0	4.0	8.0	10.0
Fluoride	1.5	2.36	3.0	4.7	7.5
Sulfate as SO4	60.4	94.0	120	187	300
Chloride	25.1	39.2	50	78	125
NO2-N and NO3-N	2.0	3.1	4.0	6.2	10.0
Osmotic Pressure (MOS/kg)			Monitor and Report	Monitor and Report
Total Residual Chlorine			0.5	1.0	1.2
pH	within limits of 6 to 9 std units at all times

   The EPA waiver is in effect.

   PA0011088, IW, SIC 5141, Kaneb Terminals/ST Services South Terminal, 6850 Essington Avenue, Philadelphia, PA 19153. This proposed facility is located in City of Philadelphia, Philadelphia County.

   Description of Proposed Activity: renewal of an NPDES permit to discharge stormwater runoff from a Petroleum Marketing Terminal.

   The receiving stream, UNT to Mingo Creek and Schuylkill River, is in the State Water Plan watershed 3J and is classified for WWF.

   The proposed effluent limits for Outfalls 001 and 002 are as follows:

	Mass (lb/day)		Instantaneous
	Average	Maximum	Maximum
Parameters	Monthly	Daily	(mg/l)
Oil and Grease	15		30
pH	within limits of 6.0 to 9.0 at all times

   The proposed effluent limits for stormwater Outfalls 003--005 are as follows:

	Mass (lb/day)		Instantaneous
	Average	Maximum	Maximum
Parameters	Monthly	Daily	(mg/l)
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 Phosphorus		Monitor and Report
Iron (Dissolved)		Monitor and Report

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

   1.  Product Contaminated Stormwater Runoff.

   2.  PPC Plan Requirements.

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

   Application No. PA 0052833, SIC Code 3369, Industrial Waste, Excelsior Brass Works, June Avenue, Blandon, PA 19510-0140. This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to Willow Creek, in Maidencreek Township, Berks County.

   The receiving stream is classified for CWF, 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 0.0061 mgd are:

Parameter	Average	Maximum	Instantaneous
	Monthly (mg/l)	Daily (mg/l)	Maximum (mg/l)
Flow	Monitor and Report		XXX
Total Suspended Solids	30	45	60
pH	6 to 9 at all times

   The proposed effluent limits for Outfall 002 for stormwater are:

Parameter	Average	Maximum	Instantaneous
	Monthly (mg/l)	Daily (mg/l)	Maximum (mg/l)
Aluminum		Monitor and Report
Zinc		Monitor and Report
CBOD		Monitor and Report
COD		Monitor and Report
Oil and Grease		Monitor and Report
pH		Monitor and Report
Total Suspended Solids		Monitor and Report
Lead		Monitor and Report
Chromium		Monitor and Report
Copper		Monitor and Report
Cadmium		Monitor and Report
Arsenic		Monitor and Report
Iron		Monitor and Report

   Individuals may make an appointment to review the Department of Environmental Protection's files on this case by calling Mary DiSanto, File Review Coordinator, at (717) 705-4732.

   The EPA waiver is in effect.

   Application No. PA 0084026, Sewage, Northwestern Lancaster County Authority, 97 North Penryn Road, Manheim, PA 17545. This facility is located in Penn Township, Lancaster County.

   Description of activity: The application is for issuance of an NPDES permit for new discharge of treated sewage. This notice replaces the incorrect notice published at 35 Pa.B. 4207 (July 30, 2005).

   The receiving stream, Chickies Creek, is in Watershed 7-G, and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Columbia Water Company is located on the Susquehanna River, approximately 20 miles downstream. The discharge is not expected to affect the water supply.

   The proposed effluent limits for Outfall 001 for a design flow of 0.65 mgd are:

Parameter	Average	Average	Instantaneous
	Monthly (mg/l)	Weekly (mg/l)	Maximum (mg/l)
CBOD5	25	40	50
Total Suspended Solids	30	45	60
NH3-N
(5-1 to 10-31)	4.5		9.0
(11-1 to 4-30)	13.5		27
Total Phosphorus	2		4
Total Phosphorus*		1826.5 lbs/year
Total Nitrogen		14,612 lbs/year
TKN		Monitor
NO3-N		Monitor
NO2-N		Monitor
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)	3,200/100 ml as a geometric average

   *The phosphorus limit includes a reallocation of 390.6 lbs/year of phosphorus from Manheim Borough to Northwestern Lancaster that was developed in the March 2, 2001, TMDL study for the Chickies Creek Watershed.

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

   The EPA waiver is not in effect.

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

   PA0000825, Industrial Waste, SIC, 3315 and 3316, Col-Fin Specialty Steel Corporation, Front Street, Fallston, PA 15066. This application is for renewal of an NPDES permit to discharge treated process water and stormwater from the Fallston Plant in Fallston Borough, Beaver County.

   The following effluent limitations are proposed for discharge to the receiving waters, 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 Arco Chemical Company, located at Potter Township, 6 miles below the discharge point.

   Outfall 101: Existing discharge, design flow of 0.094 mgd.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow	Monitor and Report
Total Suspended Solids	8.5	20	30	70	87.5
Chromium	0.11	0.29	0.4	1.0	1.3
Nickel	0.09	0.26	0.3	0.9	1.1
pH	not less than 6.0 nor greater than 9.0

   Outfall 201: New discharge.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow (mgd)	Monitor and Report
Suspended Solids			30		60
pH	not less than 6.0 nor greater than 9.0

   Outfall 001: Existing discharge, design flow of 0.166 mgd.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow	Monitor and Report
Suspended Solids			Monitor and Report
Iron			Monitor and Report
Iron, Dissolved			Monitor and Report
Lead			Monitor and Report
Zinc			Monitor and Report
Nickel			Monitor and Report
pH	not less than 6.0 nor greater than 9.0

   Outfalls 002, 005--008: Stormwater discharges.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow	Monitor and Report
Iron			Monitor and Report
Iron, Dissolved			Monitor and Report
Lead			Monitor and Report
Zinc			Monitor and Report
Nickel			Monitor and Report
pH			Monitor and Report

   The EPA waiver is in effect.

   PA0031933, Industrial Waste, SIC, 4911, Orion Power MidWest, LP, 121 Champion Way, Canonsburg, PA 15317-5817. This application is for renewal of an NPDES permit to discharge treated process water, sewage and stormwater from Brunot Island Power Station in Pittsburgh, Allegheny County.

   The following effluent limitations are proposed for discharge to the receiving waters, the 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 West View Water Authority, located at West View, 2 miles below the discharge point.

   Outfall 001: Existing discharge, design flow of 0.53 mgd.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow (mgd)	Monitor and Report
Free Available Chlorine			0.2		0.5
Total Residual Chlorine			0.5		1.0
Zinc			1.0	1.0
Chromium			0.2	0.2
Temperature (°F)					110
pH	not less than 6.0 nor greater than 9.0

   Outfall 201: Existing discharge, design flow of 0.0144 mgd.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow (mgd)	Monitor and Report
Total Suspended Solids			30	100
Oil and Grease			15	20
pH	not less than 6.0 nor greater than 9.0

   Outfall 301: Existing discharge, design flow of 0.018 mgd.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow (mgd)	Monitor and Report
Total Suspended Solids			30	100
Oil and Grease			15	20
pH	not less than 6.0 nor greater than 9.0

   Outfall 002: existing discharge, design flow of 0.015 mgd.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow (mgd)	0.015
Total Suspended Solids			30	60
CBOD5			25	50
Fecal Coliform
(5-1 to 10-31)			200 #/100 ml	400 #/100 ml
(11-1 to 4-30)			2,000 #/100 ml
TRC			1.4	3.3
pH	not less than 6.0 nor greater than 9.0

   Outfall 003: existing discharge, design flow of 0.026 mgd.

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
Flow (mgd)	Monitor and Report
Total Suspended Solids			30	100
Oil and Grease			15	20	30
pH	not less than 6.0 nor greater than 9.0

   Outfall 004: Existing discharge

	Mass (lb/day)		Concentration (mg/l)
	Average	Maximum	Average	Maximum	Instantaneous
Parameter	Monthly	Daily	Monthly	Daily	Maximum
	Debris collected on the intake racks shall not be returned to the stream.

   The EPA waiver is in effect.

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