NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

---

APPLICATIONS

---

[46 Pa.B. 670]
[Saturday, February 6, 2016]

THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

APPLICATIONS FOR NATIONAL POLLUTANT 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 regarding 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 (CAFO). This notice is provided in accordance with 25 Pa. Code Chapters 91 and 92a and 40 CFR Part 122, implementing The Clean Streams Law (35 P. S. §§ 691.1—691.1001) and the Federal Clean Water Act (33 U.S.C.A. §§ 1251—1376).

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 tentative determinations of proposed effluent limitations and other terms and conditions for the permit applications. In accordance with 25 Pa. Code § 92a.32(d), the proposed discharge of stormwater associated with construction activities will be managed in accordance with the requirements of 25 Pa. Code Chapter 102. These determinations are published as proposed actions for comments prior to taking final actions.

 Unless indicated otherwise, the United States Environmental Protection Agency (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 NPDES applications are invited to submit statements to the contact office noted before the application within 30 days from the date of this public notice. Persons wishing to comment on WQM permit applications are invited to submit statements to the 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. A comment submittal 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 public hearings 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

---

 North Central Regional Office: Clean Water Program Manager, 208 W Third Street, Suite 101, Williamsport, PA 17701-6448. Phone: 570.327.3636.

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed No.)	EPA Waived Y/N?
PA0112020 (Sewage)	Brookside MHP 3499 US Highway 9 North, Suite 3C Freehold, NJ 07728-3277	Columbia County North Centre Township	West Branch Briar Creek (5-D)	No
PA0112615 (Industrial)	Northumberland Cogen Plant PO Box 7 Mcadoo, PA 18237-0007	Northumberland County Point Township	Susquehanna River (10-D)	No
PA0115088 (Sewage)	Benton Municipal Water & Sewer Authority Sewer System PO Box 516 1A South 3rd Street Benton, PA 17814-0516	Columbia County Benton Borough	Fishing Creek (5-C)	Yes
PA0036773 (Sewage)	Shinglehouse Borough PO Box 156 Shinglehouse, PA 16748-0156	Potter County Shinglehouse Borough	Honeoye Creek (16-C)	No
PA0209147 (Sewage)	Centre Hall Potter Sewer Authority PO Box 497 Centre Hall, PA 16828-0497	Centre County Potter Township	Unnamed Tributary to Sinking Creek (6-A)	Yes

---

 Southwest Regional Office: Regional Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745. Phone: 412.442.4000.

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed No.)	EPA Waived Y/N?
PA0204498 (Sewage)	Rayne Township Elementary School 2535 Rte 119 Highway N Home, PA 15747	Indiana County Rayne Township	Unnamed Tributary of Crooked Creek (17-E)	Y

---

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

---

 Southwest Regional Office: Regional Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745. Phone: 412.442.4000.

 PA0042102, Storm Water, SIC Code 2851, Ranbar Electric Materials Inc., 408 Manor Harrison City Road, Harrison City, PA 15636-1102. Facility Name: Ranbar Electric Materials Manor Plant. This existing facility is located in Manor Borough, Westmoreland County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for existing discharges of industrial storm water.

 The receiving stream, Bushy Run, is located in State Water Plan watershed 19-A and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies

 The proposed effluent limits for Outfalls 001, 002, 003, 005, 006 and 007 are for discharges of storm water.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
COD	XXX	XXX	XXX	XXX	Report	XXX
TSS	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Total Aluminum	XXX	XXX	XXX	XXX	Report	XXX
Total Iron	XXX	XXX	XXX	XXX	Report	XXX
Total Lead	XXX	XXX	XXX	XXX	Report	XXX
Total Zinc	XXX	XXX	XXX	XXX	Report	XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.

 The EPA Waiver is not in effect.

 PAS806105, Industrial Waste, SIC Code 5171, Bruceton Farm Service Inc., 1446 Smith Creek Road, Waynesburg, PA 15370. Facility Name: Waynesburg Bulk Storage Facility. This existing facility is located in Franklin Township, Greene County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for existing discharges of treated groundwater and treated industrial storm water.

 The receiving stream(s), Unnamed Tributary to Smith Creek, is located in State Water Plan watershed 19-B and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.015 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
TSS	XXX	XXX	XXX	30.0	XXX	75.0
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
Total Cadmium (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.290	0.452	0.752
Total Copper (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.0096	0.015	0.024
Dissolved Iron
(Interim)	XXX	XXX	XXX	Report	XXX	7.0
(Final)	XXX	XXX	XXX	0.32	0.50	0.80
Total Iron
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	1.6	2.5	4.0
Total Lead (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	3.4	5.3	8.5
Total Manganese
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	1.07	1.67	2.67
Total Thallium (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.257	0.401	0.642
Benzene	XXX	XXX	XXX	0.001	XXX	0.0025
Total BTEX	XXX	XXX	XXX	0.1	XXX	0.25
MTBE	XXX	XXX	XXX	Report	XXX	Report

 The proposed effluent limits for Outfall 002 are for storm water discharges.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
TSS	XXX	XXX	XXX	XXX	XXX	Report
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Internal Monitoring Point 102 are for hydrostatic test water.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
TRC	XXX	XXX	XXX	XXX	XXX	0.05
TSS	XXX	XXX	XXX	30.0	XXX	60.0
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
Dissolved Iron	XXX	XXX	XXX	XXX	XXX	7.0
Benzene	XXX	XXX	XXX	XXX	XXX	0.0025
Total BTEX	XXX	XXX	XXX	XXX	XXX	0.25

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.

 The EPA Waiver is in effect.

 PA0264211, Sewage, SIC Code 8800, Jenner Township, 2058 Lincoln Highway, Boswell, PA 15531-4012. Facility Name: Pine Run SFTF. This proposed facility is located in Jenner Township, Somerset County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated Sewage.

 The receiving stream(s), Pine Run, is located in State Water Plan watershed 18-E and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .0012 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
TRC	XXX	XXX	XXX	0.5	XXX	1.6
BOD5	XXX	XXX	XXX	10.0	XXX	20
TSS	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (CFU/100 ml)	XXX	XXX	XXX	200    Geo Mean	XXX	XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.

 The EPA Waiver is in effect.

 PA0001937, Industrial Waste, SIC Codes 3612 and 3613, Pennsylvania Transformer Technology, Inc., 30 Curry Avenue, Canonsburg, PA 15317-0440. Facility Name: Canonsburg Plant. This existing facility is located in Canonsburg Borough, Washington County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for existing and new discharges of treated groundwater and storm water.

 The receiving stream(s), Chartiers Creek and Unnamed Tributary to Chartiers Creek, are located in State Water Plan watershed 20-F and are classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharges are not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.72 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Oil and Grease	XXX	XXX	XXX	5.0	10.0	12.5
Total Cadmium (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.584	0.911	1.46
Total Copper (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	18.2	28.4	45.5
Free Available Cyanide (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	11.2	17.5	28.0
Acrolein (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	3.90	6.08	9.75
1,3-Dichloropropylene (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	3.02	4.71	7.55
Benzene (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Benzidine (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.0008	0.001	0.002
Bromoform (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Carbon Tetrachloride (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	2.04	3.18	5.10
Chlordane (µg/L)	XXX	XXX	XXX	0.0	0.0	XXX
Chlorodibromomethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	3.55	5.54	8.88
1,1,2-Trichloroethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	5.24	8.17	13.1
1,2-Dichloroethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	3.37	5.26	8.43
Dichlorobromomethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	4.88	7.62	12.2
1,1,2,2-Tetrachloroethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	1.51	2.35	3.78
Hexachlorobutadiene (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Methylene Chloride (µg/L)	XXX	XXX	XXX	Report	Report	XXX
PCB-1260 (µg/L)	XXX	XXX	XXX	0.000064	0.000128	0.00016
Total PCBs (µg/L)	XXX	XXX	XXX	0.000064	0.000128	0.00016
Tetrachloroethylene (µg/L)
(Interim)	XXX	XXX	XXX	5.0	10.0	12.5
(Final)	XXX	XXX	XXX	5.0	9.55	12.5
Trichloroethylene (µg/L)	XXX	XXX	XXX	5.0	10.0	12.5
Vinyl Chloride (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.222	0.346	0.555

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.066 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Oil and Grease	XXX	XXX	XXX	5.0	10.0	12.5
Total Aluminum (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Total Cadmium (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.537	0.838	1.34
Hexavalent Chromium (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	20.6	32.2	51.5
Total Iron (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Total Lead (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	6.32	9.86	15.8
Total Selenium (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	9.91	15.5	24.8
Acrolein (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	3.82	5.96	9.55
1,3-Dichloropropylene (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	2.62	4.09	6.55
Benzene (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	9.25	14.4	23.1
Benzidine (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.0007	0.001	0.002
Bromoform (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Carbon Tetrachloride (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	1.77	2.77	4.43
Chlordane (µg/L)	XXX	XXX	XXX	0.0	0.0	XXX
Chlorodibromomethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	3.08	4.81	7.70
1,1,2-Trichloroethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	4.55	7.09	11.4
1,2-Dichloroethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	2.93	4.57	7.33
Dichlorobromomethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	4.24	6.61	10.6
1,1,2,2-Tetrachloroethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	1.31	2.04	3.28
Chloroform (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	43.9	68.5	110
Hexachlorobutadiene (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Methylene Chloride (µg/L)	XXX	XXX	XXX	Report	Report	XXX
PCB-1260 (µg/L)	XXX	XXX	XXX	0.000064	0.000128	0.00016
Total PCBs (µg/L)	XXX	XXX	XXX	0.000064	0.000128	0.00016
Tetrachloroethylene (µg/L)
(Interim)	XXX	XXX	XXX	5.0	10.0	12.5
(Final)	XXX	XXX	XXX	5.0	8.29	12.5
Trichloroethylene (µg/L)	XXX	XXX	XXX	5.0	10.0	12.5
Vinyl Chloride (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.193	0.301	0.483

 The proposed effluent limits for Outfall 003 are based on a design flow of 0.0144 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Oil and Grease	XXX	XXX	XXX	5.0	10.0	12.5
Total Cadmium (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.584	0.911	1.46
Total Lead (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	6.86	10.7	17.2
4,6-dinitro-o-cresol (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	28.0	43.7	70.0
Acrolein (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	3.90	6.08	9.75
1,3-Dichloropropylene (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	3.02	4.71	7.55
Benzene (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Benzidine (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.0008	0.001	0.002
Bromoform (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Carbon Tetrachloride (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	2.04	3.18	5.10
Chlordane (µg/L)	XXX	XXX	XXX	0.0	0.0	XXX
Chlorodibromomethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	3.55	5.54	8.88
1,1,2-Trichloroethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	5.24	8.17	13.1
1,2-Dichloroethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	3.37	5.26	8.43
Dichlorobromomethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	4.88	7.62	12.2
1,1,2,2-Tetrachloroethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	1.51	2.35	3.78
Hexachlorobutadiene (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Methylene Chloride (µg/L)	XXX	XXX	XXX	Report	Report	XXX
PCB-1260 (µg/L)	XXX	XXX	XXX	0.000064	0.000128	0.00016
Total PCBs (µg/L)	XXX	XXX	XXX	0.000064	0.000128	0.00016
Tetrachloroethylene (µg/L)
(Interim)	XXX	XXX	XXX	5.0	10.0	12.5
(Final)	XXX	XXX	XXX	5.0	9.55	12.5
Trichloroethylene (µg/L)	XXX	XXX	XXX	5.0	10.0	12.5
Vinyl Chloride (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.222	0.346	0.555

 The proposed effluent limits for Outfall 004 are based on a design flow of 0.096 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Oil and Grease	XXX	XXX	XXX	5.0	10.0	12.5
Total Aluminum (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Total Cadmium (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.584	0.911	1.46
Hexavalent Chromium (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	21.2	33.0	53.0
Free Available Cyanide (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	11.2	17.5	28.0
Total Lead (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	6.86	10.7	17.2
Total Zinc (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	156	243	390
3,3-Dichlorobenzidine (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.186	0.291	0.465
Acrolein (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	3.90	6.08	9.75
1,3-Dichloropropylene (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	3.02	4.71	7.55
Benzene (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Bromoform (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Carbon Tetrachloride (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	2.04	3.18	5.10
Chlordane (µg/L)	XXX	XXX	XXX	0.0	0.0	XXX
Chlorodibromomethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	3.55	5.54	8.88
1,1,2-Trichloroethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	5.24	8.17	13.1
1,2-Dichloroethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	3.37	5.26	8.43
Dichlorobromomethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	4.88	7.62	12.2
1,1,2,2-Tetrachloroethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	1.51	2.35	3.78
Hexachlorobutadiene (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Hexachloroethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	12.4	19.4	31.0
Methylene Chloride (µg/L)	XXX	XXX	XXX	Report	Report	XXX
PCB-1260 (µg/L)	XXX	XXX	XXX	0.000064	0.000128	0.00016
Total PCBs (µg/L)	XXX	XXX	XXX	0.000064	0.000128	0.00016
Tetrachloroethylene (µg/L)
(Interim)	XXX	XXX	XXX	5.0	10.0	12.5
(Final)	XXX	XXX	XXX	5.0	9.55	12.5
Trichloroethylene (µg/L)	XXX	XXX	XXX	5.0	10.0	12.5
Vinyl Chloride (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.222	0.346	0.555

 The proposed effluent limits for Outfall 005 are based on a variable flow.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Oil and Grease	XXX	XXX	XXX	15	XXX	30
Fecal Coliform (CFU/100 ml)	XXX	XXX	XXX	Report	Report	XXX
Total Aluminum	XXX	XXX	XXX	0.75	0.75	0.75
Total Chromium	XXX	XXX	XXX	Report	Report	XXX
Free Available Cyanide	XXX	XXX	XXX	Report	Report	XXX
Total Cyanide	XXX	XXX	XXX	Report	Report	XXX
Fluoride	XXX	XXX	XXX	Report	Report	XXX
Dissolved Iron	XXX	XXX	XXX	Report	Report	XXX
Total Iron	XXX	XXX	XXX	1.5	3.0	3.75
Total Lead	XXX	XXX	XXX	Report	Report	XXX
Total Manganese	XXX	XXX	XXX	1.0	2.0	2.5
Total Mercury	XXX	XXX	XXX	Report	Report	XXX
Total Nickel	XXX	XXX	XXX	Report	Report	XXX
Sulfate	XXX	XXX	XXX	Report	Report	XXX
Total Zinc	XXX	XXX	XXX	Report	Report	XXX
Chlordane (µg/L)	XXX	XXX	XXX	0.0	0.0	XXX
PCB-1260 (µg/L)	XXX	XXX	XXX	0.000064	0.000128	0.00016
Total PCBs (µg/L)	XXX	XXX	XXX	0.000064	0.000128	0.00016

 The proposed effluent limits for Outfall 006 are based on a design flow of 0.288 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Oil and Grease	XXX	XXX	XXX	5.0	10.0	12.5
Fecal Coliform (CFU/100 ml)	XXX	XXX	XXX	Report	Report	XXX
Total Cadmium (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.584	0.911	1.46
Total Copper (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	18.2	28.4	45.5
Free Available Cyanide (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	11.2	17.5	28.0
Total Thallium (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.518	0.807	1.30
4,6-dinitro-o-cresol (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	28.0	43.7	70.0
3,3-Dichlorobenzidine (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.186	0.291	0.465
Pentachlorophenol (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	2.40	3.74	6.00
2,4,6-Trichlorophenol (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	12.4	19.4	31.0
Acrolein (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	3.90	6.08	9.75
Acrylonitrile (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.453	0.706	1.13
1,3-Dichloropropylene (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	3.02	4.71	7.55
Hexachlorobenzene (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.002	0.004	0.005
Benzene (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Benzidine (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.0008	0.001	0.002
Benzo(a)Anthracene (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.034	0.053	0.085
Benzo(a)Pyrene (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.034	0.053	0.085
Benzo(k)Fluoranthene (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.034	0.053	0.085
3,4-Benzofluoranthene (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.034	0.053	0.085
Bromoform (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Carbon Tetrachloride (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	2.04	3.18	5.10
Chlordane (µg/L)	XXX	XXX	XXX	0.0	0.0	XXX
Chlorodibromomethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	3.55	5.54	8.88
1,1,2-Trichloroethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	5.24	8.17	13.1
1,2-Dichloroethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	3.37	5.26	8.43
1,2-Diphenylhydrazine (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.319	0.498	0.798
Dichlorobromomethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	4.88	7.62	12.2
1,1,2,2-Tetrachloroethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	1.51	2.35	3.78
Bis(2-Chloroethyl)Ether (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.266	0.415	0.665
Bis(2-Ethylhexyl)Phthalate (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	10.6	16.6	26.5
Chrysene (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.034	0.053	0.085
Dibenzo(a,h)Anthracene (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.034	0.053	0.085
Hexachlorobutadiene (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	3.91	6.09	9.78
Hexachlorocyclopentadiene (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	2.16	3.37	5.40
Hexachloroethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	12.4	19.4	31.0
Indeno(1,2,3-cd)Pyrene (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.034	0.053	0.085
Methylene Chloride (µg/L)	XXX	XXX	XXX	Report	Report	XXX
N-Nitrosodimethylamine (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.006	0.010	0.015
N-Nitrosodi-N-Propylamine (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.044	0.069	0.110
N-Nitrosodiphenylamine (µg/L)	XXX	XXX	XXX	Report	Report	XXX
PCB-1260 (µg/L)	XXX	XXX	XXX	0.000064	0.000128	0.00016
Total PCBs (µg/L)	XXX	XXX	XXX	0.000064	0.000128	0.00016
Phenanthrene (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	2.16	3.37	5.40
Tetrachloroethylene (µg/L)
(Interim)	XXX	XXX	XXX	5.0	10.0	12.5
(Final)	XXX	XXX	XXX	5.0	9.55	12.5
Trichloroethylene (µg/L)	XXX	XXX	XXX	5.0	10.0	12.5
Vinyl Chloride (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.222	0.346	0.555

 The proposed effluent limits for Internal Monitoring Point 102 are based on a variable flow.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Oil and Grease	XXX	XXX	XXX	5.0	10.0	12.5
Fecal Coliform (CFU/100 ml)	XXX	XXX	XXX	Report	Report	XXX
Total Arsenic (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Total Cadmium (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.584	0.911	1.46
Total Copper (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	18.2	28.4	45.5
Free Available Cyanide (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	11.2	17.5	28.0
Total Cyanide (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Total Selenium (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Total Zinc (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Acrolein (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	3.90	6.08	9.75
1,3-Dichloropropylene (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	3.02	4.71	7.55
Benzene (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Benzidine (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.0008	0.001	0.002
Bromoform (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Carbon Tetrachloride (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	2.04	3.18	5.10
Chlordane (µg/L)	XXX	XXX	XXX	0.0	0.0	XXX
Chlorodibromomethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	3.55	5.54	8.88
1,1,2-Trichloroethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	5.24	8.17	13.1
1,2-Dichloroethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	3.37	5.26	8.43
Dichlorobromomethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	4.88	7.62	12.2
1,1,2,2-Tetrachloroethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	1.51	2.35	3.78
Chloroform (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Hexachlorobutadiene (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Methylene Chloride (µg/L)	XXX	XXX	XXX	Report	Report	XXX
PCB-1260 (µg/L)	XXX	XXX	XXX	0.000064	0.000128	0.00016
Total PCBs (µg/L)	XXX	XXX	XXX	0.000064	0.000128	0.00016
cis-1,2-Dichloroethylene (µg/L)	XXX	XXX	XXX	Report	Report	XXX
trans-1,2-Dichloroethylene (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Tetrachloroethylene (µg/L)
(Interim)	XXX	XXX	XXX	5.0	10.0	12.5
(Final)	XXX	XXX	XXX	5.0	9.55	12.5
Trichloroethylene (µg/L)	XXX	XXX	XXX	5.0	10.0	12.5
Vinyl Chloride (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.222	0.346	0.555

 The proposed effluent limits for Internal Monitoring Point 104 are based on a variable flow.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Oil and Grease	XXX	XXX	XXX	5.0	10.0	12.5
Fecal Coliform (CFU/100 ml)	XXX	XXX	XXX	Report	Report	XXX
Total Arsenic (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Total Cadmium (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.584	0.911	1.46
Total Copper (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	18.2	28.4	45.5
Free Available Cyanide (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	11.2	17.5	28.0
Total Cyanide (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Total Selenium (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Total Zinc (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Acetone (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Acrolein (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	3.90	6.08	9.75
1,3-Dichloropropylene (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	3.02	4.71	7.55
Benzene (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Benzidine (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.0008	0.001	0.002
Bromoform (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Carbon Tetrachloride (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	2.04	3.18	5.10
Chlordane (µg/L)	XXX	XXX	XXX	0.0	0.0	XXX
2-Butanone (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Chlorodibromomethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	3.55	5.54	8.88
1,1,2-Trichloroethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	5.24	8.17	13.1
1,2-Dichloroethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	3.37	5.26	8.43
Dichlorobromomethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	4.88	7.62	12.2
1,1,2,2-Tetrachloroethane (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	1.51	2.35	3.78
Chloroform (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Hexachlorobutadiene (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Methylene Chloride (µg/L)	XXX	XXX	XXX	Report	Report	XXX
PCB-1260 (µg/L)	XXX	XXX	XXX	0.000064	0.000128	0.00016
Total PCBs (µg/L)	XXX	XXX	XXX	0.000064	0.000128	0.00016
cis-1,2-Dichloroethylene (µg/L)	XXX	XXX	XXX	Report	Report	XXX
trans-1,2-Dichloroethylene (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Tetrachloroethylene (µg/L)
(Interim)	XXX	XXX	XXX	5.0	10.0	12.5
(Final)	XXX	XXX	XXX	5.0	9.55	12.5
Trichloroethylene (µg/L)	XXX	XXX	XXX	5.0	10.0	12.5
Vinyl Chloride (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.222	0.346	0.555

 The proposed effluent limits for Internal Monitoring Point 202 are based on a variable flow.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	Report	XXX	XXX	Report
Oil and Grease	XXX	XXX	XXX	5.0	10.0	12.5
Fecal Coliform (CFU/100 ml)	XXX	XXX	XXX	Report	Report	XXX
Chlordane (µg/L)	XXX	XXX	XXX	1.0	1.0	XXX
PCB-1260 (µg/L)	XXX	XXX	XXX	0.25	0.25	XXX
cis-1,2-Dichloroethylene (µg/L)	XXX	XXX	XXX	Report	Report	XXX
trans-1,2-Dichloroethylene (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Tetrachloroethylene (µg/L)	XXX	XXX	XXX	5.0	10.0	12.5
Trichloroethylene (µg/L)	XXX	XXX	XXX	5.0	10.0	12.5
Vinyl Chloride (µg/L)	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Internal Monitoring Point 204 are based on a variable flow.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
Oil and Grease	XXX	XXX	XXX	5.0	10.0	12.5
Chlordane (µg/L)	XXX	XXX	XXX	1.0	1.0	XXX
PCB-1260 (µg/L)	XXX	XXX	XXX	0.25	0.25	XXX

 In addition, the permit contains the following major special conditions: a schedule of compliance for water quality limits; storm water discharge requirements; and a sampling requirement for new discharges from Outfall 006.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.

 The EPA Waiver is not in effect.

---

III. WQM Industrial Waste and Sewerage Applications under The Clean Streams Law

---

 Northeast Region: Clean Water Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915. Phone: 570-826-2511.

 WQM Permit No. 5406402A-2, Sewage, Saint Clair Sewer Authority Schuylkill County, 16 South Third Street, Saint Clair, PA 17970.

 This proposed facility is located in East Norwegian Township, Schuylkill County.

 Description of Proposed Action/Activity: Project consists of new UV disinfection system/building; new influent flow meter; changes in previously approved sludge management facilities/process (including removal of previously approved sludge dryer and sludge drying bed); changes in previously approved WWTP equipment (influent screen, pumps, etc.), and associated construction.

 Southwest Regional Office: Regional Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745. Phone: 412.442.4000.

 WQM Permit No. 6515400, Sewage, Outside In School Of Experiential Education, 196 Hamill School Road, Bolivar, PA 15923.

 This proposed facility is located in Fairfield Township, Westmoreland County.

 Description of Proposed Action/Activity: Construction of a new 10,000 gallon per day sewage treatment plant to serve the Outside In School of Experiential Education.

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

 WQM Permit No. 1016401, Sewage, Nicholas Romeo, 316 Logan Road, Valencia, PA 16059.

 This proposed facility is located in Penn Township, Butler County.

 Description of Proposed Action/Activity: Single Residence Sewage Treatment Plant.

 WQM Permit No. 3381403 A-1, Sewage, Brookville Municipal Authority, 18 Western Avenue Suite A, Brookville, PA 15825-1540.

 This existing facility is located in Brookville Borough, Jefferson County.

 Description of Proposed Action/Activity: Replacement and rehabilitation of existing wastewater collection system sewers and wastewater treatment facility upgrades in Brookville Borough and Pine Creek Township.

 WQM Permit No. 6212403 A-1, Sewage, Jill Petty, 25 Elm Street, Youngsville, PA 16317.

 This existing facility is located in Pittsfield Township, Warren County.

 Description of Proposed Action/Activity: Amendment to install an aerobic unit instead of the existing permitted peat filter system.

 WQM Permit No. 1616402, Sewage, PA American Water Co., 800 W Hersheypark Drive, Hershey, PA 17033.

 This proposed facility is located in Paint Township, Clarion County.

 Description of Proposed Action/Activity: Construction of a pump station and force main to convey sewage from the current Shippenville WWTP to the Pain-Elk gravity sewer system for treatment at the Paint-Elk WWTP.

---

VI. NPDES Individual Permit Applications for Discharges of Stormwater Associated with Construction Activities

---

 Southeast Region: Waterways & Wetlands Program Manager, 2 East Main Street, Norristown, PA 19401. Telephone 484-250-5160.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI015111601	Southeastern Pennsylvania Transportation Authority 1234 Market Street Philadelphia, PA 19107-3780	Philadelphia	City of Philadelphia	Schuylkill River WWF
PAI010915010	Keystone-NAP 1 Ben Fairless Drive Fairless Hills, PA 19030	Bucks	Falls Township	Delaware River WWF-MF
PAI011515030	William J. Kyle 703 Hemlock Hill Lane West Chester, PA 19380	Chester	Easttown Township	James Run to Crum Creek HQ-CWF-MF
PAI012316002	Monroe Energy, LLC 4101 Post Road Trainer, PA 19061	Delaware	Trainer Borough Stony Creek WWF-MF
PAI012316001	PECO an Exelon Company 2301 Market Street, S7-2 Philadelphia, PA 19103	Delaware	Eddystone Borough	Delaware River WWF-MF
PAI011515019	Bombay Enterprises, LLC 1806 Zebley Road Wilmington, DE 19810-1502	Chester	Lower Oxford Township	West Branch Big Elk Creek HQ-TSF-MF

 Northeast Region: Waterways and Wetlands Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915.

 Lehigh County Conservation District, Lehigh Ag Center, Suite 102, 4184 Dorney Park Rd., Allentown, PA 18104

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI023915034	Brian Hardner Lehigh Valley Hospital, Inc. Facilities & Construction Dept. 5th Floor, 2100 Mack Blvd. P. O. Box 4000 Allentown, PA 18105	Lehigh	Salisbury Township	Little Lehigh Creek (HQ-CWF, MF)
PAI023912012(2)	Jason Christoffersen Nestle Purina Petcare 2050 Pope Road Allentown, PA 18104	Lehigh	South Whitehall Township	Jordan Creek (TSF, MF) UNT to Jordan Creek (HQ-CWF, MF)
PAI023915028	Jeffrey Strauss Elysium Acquisitions, LLC 718 N. Glenwood St. Allentown, PA 18104	Lehigh	South Whitehall Township	Little Lehigh Creek (HQ-CWF, MF)
PAI023915035	Bruce George Infinera Corporation 7360 Windsor Drive Allentown, PA 18106	Lehigh	Upper Macungie Township	Iron Run (HQ-CWF, MF)
PAI023915026	Richard C. Boorse 4544 Jasmine Drive Center Valley, PA 18034	Lehigh	Upper Saucon Township	UNT to Saucon Creek (CWF, MF) (EV Wetlands)

 Monroe County Conservation District, 8050 Running Valley Rd., Stroudsburg, PA 18360-0917

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI024515011	Nyles and Kitty Possinger 291 NE Belmont Pike Stroudsburg, PA 18360	Monroe	Hamilton Township	Pocono Creek (HQ-CWF, MF)

 Northampton County Conservation District, 14 Gracedale Avenue Greystone Bldg., Nazareth, PA 18064-9211

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI024809010R	Lehigh Northampton Airport Authority Ryan Meyer 3311 Airport Road Allentown, PA 18109	Northampton	Forks Township	Bushkill Creek (HQ-CWF, MF)

 Northcentral Region: Waterways & Wetlands Program Manager, 208 West Third Street, Williamsport, PA 17701

 Lycoming County Conservation District: 542 County Farm Road Suite 202, Montoursville, PA 17754, (570) 433-3003

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI044115006	Danie Smith 236 Devils End Road Trout Run, PA 17771	Lycoming	Cascade Township	UNTO Salt Run, HQ-CWF W.B. Wallis Run, HQ-CWF

 Northwest Region: Waterways and Wetlands Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481

 Mercer County Conservation District, 747 Greenville Road, Mercer, PA 16137

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI064315001	SFT Properties LLC 104 Dogwood Court Butler, PA 16001	Mercer	Pine Township	UNT Wolf Creek CWF

[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.

---