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PA Bulletin, Doc. No. 07-2153

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices


APPLICATIONS

[37 Pa.B. 6303]
[Saturday, December 1, 2007]

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 No.
(Type)
Facility Name &
Address
County &
Municipality
Stream Name
(Watershed #)
EPA Waived Y/N ?
PA0036439
(Minor Sewage)
Department of Public Welfare
White Haven Center
827 Oley Valley Road
White Haven, PA 18661
Foster Township
Luzerne County
Linesville Creek
02A
Y
PAS702203 Eastern Industries, Inc.
4401 Camp Meeting Road
Center Valley, PA 18034
East Allen Township
Northampton County
Monocacy Creek
2C
Y
PA0061182 Big Boulder Corporation
P. O. Box 707
Blakeslee, PA 18610-0707
Kidder Township
Carbon County
UNT to
Tunkhannock Creek
2A
Y
PA0063096 Seiders Hill, Inc.
P. O. Box 359
Pottsville, PA 17901
North Manheim Township
Schuylkill County
West Branch
Schuylkill River
CWF
Watershed 3A
Y
PA0062197
(Minor IW Renewal)
Schuylkill County Municipal Authority
Mt. Laurel WTP
221 South Centre Street
Pottsville, PA 17901
Schuylkill County
New Castle Township
Mud Run
3A
Y

   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 ?
PA0034363
(SEW)
Pine View Acres Mobile Home Park
116-B Blantz Road
Lititz, PA 17543
Lancaster County
Penn Township
UNT Chickies Creek
7G
Y
PA0247022
(CAFO)
Ridge View Farms
David W. Sweigart, III
189 Ridge View Road South
Elizabethtown, PA 17022
Lancaster County
Mount Joy Township
Conoy Creek
7G
Y
PA0043028
(SEW)
Evergreen Enterprise/
Stuart Hess
(Hemlock Acres Court)
1546 Newport Road
Manheim, PA 17545
Lancaster County
Rapho Township
Chickies Creek
7G
Y
PA0246522
(SEW)
Heritage Cove Campground
Richard Wright
8214 Peridot Drive
Unit 107
McLean, VA 22102
Bedford County
Liberty Township
Raystown Branch Juniata River
11-D
Y
PA0039730
(SEW)
Lake Raystown Resort
100 Chipmunk Crossing
Entriken, PA 16638
Huntingdon County
Lincoln Township
Tatman Run
11-D
Y

   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 ?
PA0020257 Borough of Grove City
Grove City Borough STP
P. O. Box 110
123 Main Street
Grove City, PA 16127-0110
Grove City Borough
Mercer County
Wolf Creek
20-C
N

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

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

   PA0011657, Industrial Waste, SIC 4911, Exelon Generation Company, 300 Exelon Way, Kennett Square, PA 19348. This proposed facility is located in the City of Philadelphia, Philadelphia County.

   Description of Proposed Activity: Renewal of an NPDES permit.

   The receiving stream, Schuylkill River--Delaware River Estuary Zone 4, is in the State Water Plan Watershed 3F and is classified for: WWF and MF.

   The proposed effluent limits for Outfall 001 are based on a design flow of 360.4 mgd.

Concentration (mg/l)
Average MaximumInstantaneous
Parameters Monthly Daily Maximum (mg/l)
Total Suspended Solids 30 60 75
Oil and Grease 15.0 30.0
Temperature 110° F
Total Residual Oxidant 0.2
pH (Standard Units) Instantaneous
Minimum 6.0
9.0
PCBs, Total Monitor and Report

   The proposed effluent limits for MP 101 are as follows.

Concentration (mg/l)
Average Maximum Instantaneous
Parameters Monthly Daily Maximum (mg/l)
Total Suspended Solids 30 100
Oil and Grease 15.0 20.0
Copper, Total 1.0 1.0
Iron, Total 1.0 1.0
pH (Standard Units) 6.0 (Minimum) 9.0

   The proposed effluent limits for MP 201 are as follows.

Concentration (mg/l)
Average Maximum Instantaneous
Parameters Monthly Daily Maximum (mg/l)
Total Suspended Solids 30 100
Oil and Grease 15.0 20.0 30.0
pH (Standard Units) Minimum 6.0 9.0

   The proposed effluent limits for MP 301 are as follows.

Concentration (mg/l)
Average Maximum Instantaneous
Parameters Monthly Daily Maximum (mg/l)
Total Suspended Solids 30 100
Oil and Grease 15.0 20.0 30.0

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

   1.  Delaware River Zone 4 Thermal Requirements.
   2.  Chemical Additives Requirements.
   3.  316(b) Intake Structure Condition.
   4.  TRO Requirements.
   5.  PMP for PCBs.

   PA0052078, Sewage, Municipal Authority of the Borough of Elverson, 101 South Chestnut Street, P. O. Box 266, Elverson, PA 19520-0266. This existing facility is located in Elverson Borough, Chester County.

   Description of Proposed Activity: This NPDES application is for renewal of the Elverson Borough Municipal Authority sewage treatment plant.

   The receiving stream, a UNT to East Branch Conestoga River, is in the State Water Plan Watershed 7J, within the Chesapeake Bay Watershed, and is classified for: WWF. There are no public water supply intakes identified downstream. This facility is a Phase 5, smaller discharger as described in Pennsylvania's Chesapeake Bay Tributary Strategy.

   The proposed effluent limits for Outfall 001 are based on an annual average flow of 0.125 mgd.

Mass (lb/day) Concentration (mg/l)
Monthly Weekly Monthly Weekly Instantaneous
Parameters Average Average Average Average Maximum (mg/l)
CBOD5
   (5-1 to 10-31) 16 24 15 23 30
   (11-1 to 4-30) 26 40 25 38 50
Total Suspended Solids 31 47 30 45 60
Ammonia as N
   (5-1 to 10-30) 1.6 1.5 3.0
   (11-1 to 4-30) 4.7 4.5 9.0
Phosphorus as P 2.1 2.0 4.0
Fecal Coliform
   (5-1 to 9-30) 200/100 ml 1,000/100 ml
   (10-1 to 4-30) 2,000/100 ml
Dissolved Oxygen 5.0 (minimum)
pH (Standard Units) 6.0 (minimum) 9.0
Total Residual Chlorine 0.03 0.07

   As a Phase 5 smaller discharger, the facility is given the option to monitor levels of Total Nitrogen (TN) and Total Phosphorus (TP) for 2 years, as part of this permit renewal or a subsequent renewal, for the purpose of data collection to establish existing performance for TN and TP effluent quality. If the facility chooses to monitor with this renewal, the following monitoring requirements are proposed for Outfall 001:

Mass (lbs) Concentration (mg/l)
Monthly
Parameters Monthly Annual Minimum Average Maximum
Ammonia as N Report Report Report
Kjeldahl-N Report Report
Nitrate-Nitrite as N Report Report
Total Nitrogen Report Report Report
Total Phosphorus Report Report Report

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

   1.  Notification of Designation of Operator.
   2.  Average Weekly Definition.
   3.  Remedial Measures if Unsatisfactory Effluent.
   4.  No Stormwater.
   5.  Acquire Necessary Property Rights.
   6.  Small Stream.
   7.  Change of Ownership.
   8.  Total Residual Chlorine Requirement.
   9.  Sludge Disposal Requirement.
   10.  Certified Operator.
   11.  Laboratory Certification.
   12.  Instantaneous Maximum Limits.
   13.  Fecal Coliform I-max Reporting.


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

   PAS122203, Industrial Stormwater, Nestle Waters North America, 305 Nestle Way, Breinigsville, PA 18031. This proposed facility is located in Upper Macungie Township, Lehigh County.

   Description of Proposed Activity: Issuance of new Industrial Stormwater Permit.

   The receiving stream, Little Lehigh Creek, is in the State Water Plan Watershed 2C and is classified for: HQ-CWF. The nearest downstream public water supply intake for Keystone Water Company is located on Delaware is over 60 miles below the point of discharge.

   The proposed effluent limits for Outfall 001 are as follows:

Mass (lb/day) Concentration (mg/l)
AverageMaximumAverageMaximum
ParameterMonthly Daily Monthly Daily
CBOD5 Report
Chemical Oxygen Demand Report
Oil and Grease Report
pH Report
Total Suspended Solids (TSS) Report
Total Kjeldahl Nitrogen (TKN) Report
Total Phosphorus Report
Iron (dissolved) Report

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

   1.  Requirements applicable to stormwater outfalls along with identified best management practices.

   PAS122202, Industrial Stormwater, Nestle Waters North America, 405 Nestle Way, Breinigsville, PA 18031. This proposed facility is located in Upper Macungie Township, Lehigh County.

   Description of Proposed Activity: Issuance of new Industrial Stormwater Permit.

   The receiving stream, Little Lehigh Creek, is in the State Water Plan Watershed 2C and is classified for: HQ-CWF. The nearest downstream public water supply intake for Keystone Water Company is located on Delaware is over 60 miles below the point of discharge.

   The proposed effluent limits for Outfall 001 are as follows:

Mass (lb/day) Concentration (mg/l)
AverageMaximumAverageMaximum
Parameter Monthly Daily Monthly Daily
CBOD5 Report
Chemical Oxygen Demand Report
Oil and Grease Report
pH Report
Total Suspended Solids (TSS) Report
Total Kjeldahl Nitrogen (TKN) Report
Total Phosphorus Report
Iron (dissolved) Report

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

   1.  Requirements applicable to stormwater outfalls along with identified best management practices.


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

   Application No. PA0046221, Sewage, Newville Borough Water & Sewer Authority, 99 Cove Alley, Newville, PA 17241. This facility is located in Newville Borough, Cumberland County.

   Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated sewage.

   The receiving stream, Big Spring Creek, is in Watershed 7-B, and classified for CWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Carlisle Borough is located on the Conodoguinet Creek, approximately 19.9 miles downstream. The discharge is not expected to affect the water supply.

   The proposed interim effluent limits for Outfall 001 for a design flow of 0.35 mgd are:

AverageAverageInstantaneous
ParameterMonthly (mg/l) Weekly (mg/l) Maximum (mg/l)
CBOD5 25 40 50
Total Suspended Solids 30 4560
NH3-N Monitor and Report
Total Residual Chlorine 0.5 1.6
Total Phosphorus 1.0 2.0
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) 2,000/100 ml as a Geometric Average
Chesapeake Bay Requirements
Concentration (mg/l) Mass (lbs)
Monthly Average Monthly Annual
Ammonia-N Report Report Report**
Kjeldahl-N Report Report
Nitrate-Nitrite as N Report Report
Total Nitrogen Report Report Report
Total Phosphorus Report Report Report
Net Total Nitrogen Report Report
Net Total Phosphorus Report Report

   The proposed final effluent limits for Outfall 001 for a design flow of 0.600 mgd are:

AverageAverageInstantaneous
Parameter 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)1836
   (11-1 to 4-30) Monitor and Report
Total Residual Chlorine 0.5 1.6
Total Phosphorus 1.0 2.0
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) 2,000/100 ml as a Geometric Average
Chesapeake Bay Requirements
Concentration (mg/l) Mass (lbs)
Monthly Average Monthly Annual
Ammonia-N Report Report Report**
Kjeldahl-N Report Report
Nitrate-Nitrite as N Report Report
Total Nitrogen Report Report Report
Total Phosphorus Report Report Report
Net Total Nitrogen Report 7,306*
Net Total Phosphorus Report 799*

   *  The permit contains conditions which authorize the permittee to apply nutrient reduction credits, to meet the Net Total Nitrogen and Net Total Phosphorus effluent limits, under the Department of Environmental Protection's Trading of Nutrient and Sediment Reduction Credits Policy and Guidelines (392-0900-001, December 30, 2006). The conditions include the requirement to report application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.

   *  Net Total Nitrogen and Net Total Phosphorus limits compliance date will begin on October 1, 2012. Since these reporting requirements are annual loads, reporting on compliance with the annual limitations will be required on the Supplemental DMR--Annual Nutrient Summary. The facility is required to monitor and report for Net Total Nitrogen and Net Total Phosphorus from the effective date of the permit until October 1, 2012.

   **  Total Annual Ammonia Load will be required to be reported on the Supplemental DMR--Annual Nutrient Summary.

   Persons 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.


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

   PA0002062, Industrial Waste, SIC 4911, Reliant Energy Northeast Management Company, 121 Champion Way, Canonsburg, PA 15317. This application is for renewal of an NPDES permit to discharge treated process water, sewage and untreated stormwater from Keystone Generating Station in Plumcreek Township, Armstrong County.

   The following effluent limitations are proposed for discharge to the receiving waters, Allegheny River, Crooked and Plum Creeks, classified as WWF, WWF and TSF, respectively with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is Buffalo Township Municipal Authority located in Freeport, PA, approximately 10 miles below the discharge point on the Allegheny River.

   Outfall 001: New discharge to Allegheny River, average discharge flow of 0.648 mgd.

Mass (lb/day) Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow (mgd) Monitor and Report
Suspended Solids 30100
Oil and Grease 152030
BOD5 2550
Aluminum Monitor and Report
Arsenic Monitor and Report
Beryllium 0.1 0.2
Boron Monitor and Report
Cadmium Monitor and Report
Chromium IIIMonitor and Report
Chlorides Monitor and Report
Copper 0.10.2
Lead 0.10.2
Manganese Monitor and Report
Mercury 0.0040.008
Nickel Monitor and Report
Selenium 2.5 5.0
Silver 0.10.2
Zinc Monitor and Report
Iron, total Monitor and Report
Iron, dissolved Monitor and Report
Temperature 110° F
pHnot less than 6.0 nor greater than 9.0 Standard Units

   Outfall 002: Existing, 0.05 mgd discharge to Plum Creek.

Mass (lb/day) Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow (mgd) Monitor and Report
Debris collected on the intake trash racks shall not be returned to the waterway.

   Outfall 103: Existing, intermittent discharge to Outfall 003.

Mass (lb/day) Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow (mgd) Monitor and Report
TSS 30 100
Oil and Grease 1520
pHnot less than 6.0 nor greater than 9.0 Standard Units

   Outfall 203: Existing, intermittent discharge to Outfall 003.

Mass (lb/day) Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow (mgd) Monitor and Report
Suspended Solids 30 100
Oil and Grease 15 20
Free Available Chlorine 0.20.5
Total Residual Chlorine 0.51.0
pHnot less than 6.0 nor greater than 9.0 Standard Units

   Outfall 303: Existing, 0.04 mgd discharge to Outfall 003.

Mass (lb/day) Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow (mgd)0.04
CBOD525 50
Suspended Solids 30 60
Total Residual Chlorine 2.4 4.2
Fecal Coliforms
   (5-1 to 9-30) 200/100 ml 1,000/100 ml
   (10-1 to 4-30) 2,000/100 ml
Chloroform Monitor and Report
Chlorodibromomethane Monitor and Report
Dichlorobromomethane Monitor and Report
pH not less than 6.0 nor greater than 9.0 Standard Units

   Outfall 403: Existing, 1.5 mgd discharge to Outfall 003.

Mass (lb/day) Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow (mgd) Monitor and Report
Suspended Solids 30 100
Oil and Grease 1520
Free Available Chlorine 0.20.5
Total Residual Chlorine 0.51.0
pHnot less than 6.0 nor greater than 9.0 Standard Units

   Outfall 503: Existing, 4.7 mgd discharge to Outfall 003.

Mass (lb/day) Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow (mgd) Monitor and Report
Suspended Solids 30100
Oil and Grease 15 20
Free Available Chlorine 0.20.5
Total Residual Chlorine 0.5 1.0
pH not less than 6.0 nor greater than 9.0 Standard Units

   Outfall 603: Existing, intermittent discharge to Outfall 003.

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

   Outfall 703: Existing, 0.023 mgd discharge to Outfall 003.

Mass (lb/day) Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow (mgd) Monitor and Report
Iron 3.06.0
Manganese Monitor and Report
Total Suspended Solids 3060
pH not less than 6.0 nor greater than 10.0 Standard Units

   Outfall 803: Existing, 0.2 mgd discharge to Outfall 003.

Mass (lb/day) Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow (mgd) Monitor and Report
Debris collected on the intake trash racks shall not be returned to the waterway.

   Outfall 903: Existing, intermittent stormwater discharge to Outfall 003.

Mass (lb/day) Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
This discharge shall consist solely of uncontaminated stormwater runoff.

   Outfall 003: Interim limits, existing, 6.6 mgd discharge to Crooked Creek.

Mass (lb/day) Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow (mgd) Monitor and Report
Suspended Solids 30 100
Oil and Grease 152030
Total Residual Chlorine 0.190.33
Chloroform Monitor and Report
Temperature
   (7-1 to 12-31) Heat rejection to the waterway shall not exceed a daily maximum of
7.0 x 108 Btu/day.
   (1-1 to 6-30) Heat rejection to the waterway shall not exceed a daily maximum of
14.0 x 108 Btu/day.
Mercury 0.0000980.0002
Thallium 0.0030.006
1,2 Dichloroethane 0.00070.0014
Cadmium Monitor and Report
Lead Monitor and Report
Selenium Monitor and Report
pH not less than 6.0 nor greater than 9.0 Standard Units

   Outfall 003: Final limits, existing, 6.6 mgd discharge to Crooked Creek.

Mass (lb/day) Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow (mgd)Monitor and Report
Suspended Solids 30 100
Oil and Grease 152030
Total Residual Chlorine 0.190.33
Chloroform Monitor and Report
Temperature
   (7-1 to 12-31) Heat rejection to the waterway shall not exceed a daily maximum of
7.0 x 108 Btu/day.
   (1-1 to 6-30)Heat rejection to the waterway shall not exceed a daily maximum of
14.0 x 108 Btu/day.
Mercury 0.0000980.0002
Thallium 0.0030.006
1,2 Dichloroethane 0.00070.0014
Cadmium 0.00050.001
Lead 0.006 0.012
Selenium 0.01 0.02
pHnot less than 6.0 nor greater than 9.0 Standard Units

   Outfall 004: Existing, intermittent stormwater discharge to Plum Creek.

Mass (lb/day) Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow (mgd) Monitor and Report
Aluminum Monitor and Report
Iron, Total Monitor and Report
Manganese Monitor and Report
Total Suspended Solids Monitor and Report
Sulfate Monitor and Report
pH Monitor and Report

   Outfall 005: Existing, intermittent stormwater discharge to Crooked Creek.

Mass (lb/day) Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
This discharge shall consist solely of uncontaminated stormwater runoff.

   Outfall 006: Existing, intermittent stormwater discharge to Crooked Creek.

Mass (lb/day) Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow (mgd) Monitor and Report
Aluminum Monitor and Report
Chromium Monitor and Report
Iron Monitor and Report
Manganese Monitor and Report
Nickel Monitor and Report
Titanium Monitor and Report
Zinc Monitor and Report
pH Monitor and Report

   Outfall 107: Existing, 0.024 mgd discharge to Outfall 007.

Mass (lb/day) Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow (mgd) Monitor and Report
AluminumMonitor and Report
Iron, Total 3.57.0
Manganese2.04.0
Total Suspended Solids 35.0 70.0
Sulfate Monitor and Report
pH not less than 6.0 nor greater than 9.0 Standard Units

   Outfall 007: Existing, 0.018 mgd discharge to Crooked Creek.

Mass (lb/day) Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow (mgd) Monitor and Report
Aluminum Monitor and Report
Iron, Total Monitor and Report
Manganese Monitor and Report
Total Suspended Solids Monitor and Report
Sulfate Monitor and Report
pH Monitor and Report

   Outfall 008: Existing, intermittent discharge to Plum Creek.

Mass (lb/day) Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly DailyMaximum
Flow (mgd) Monitor and Report
Iron, Total Monitor and Report
Manganese Monitor and Report
Total Suspended Solids Monitor and Report
Sulfate Monitor and Report
Barium Monitor and Report
Arsenic Monitor and Report
Aluminum Monitor and Report
Chromium Monitor and Report
Titanium Monitor and Report
Zinc Monitor and Report
Nickel Monitor and Report
pH Monitor and Report

   Outfall 009: Existing stormwater discharge to Plum Creek.

Mass (lb/day) Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
Flow (mgd) Monitor and Report
Iron, Total Monitor and Report
Manganese Monitor and Report
Total Suspended Solids Monitor and Report
Sulfate Monitor and Report
Barium Monitor and Report
Arsenic Monitor and Report
Aluminum Monitor and Report
Chromium Monitor and Report
Titanium Monitor and Report
Zinc Monitor and Report
Nickel Monitor and Report
pH Monitor and Report

   Outfalls 010--012: Existing, intermittent discharges to Crooked Creek.

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
Iron3.57.0
Aluminum Monitor and Report
Manganese2.04.0
Nickel Monitor and Report
Zinc Monitor and Report
pH not less than 6.0 nor greater than 9.0 Standard Units

   Outfall 013: Existing, 0.0017 mgd discharge to Crooked Creek.

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
Total Suspended Solids Monitor and Report
Sulfate Monitor and Report
Barium Monitor and Report
Arsenic Monitor and Report
pHnot less than 6.0 nor greater than 9.0 Standard Units

   Outfall 014: Existing, 0.0061 mgd discharge to Crooked Creek.

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
Total Suspended Solids Monitor and Report
Sulfate Monitor and Report
Barium Monitor and Report
Arsenic Monitor and Report
pH not less than 6.0 nor greater than 9.0 Standard Units

   Outfalls 015--020: Existing, intermittent stormwater discharges to Crooked Creek.

Mass (lb/day) Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameter Monthly Daily Monthly Daily Maximum
These discharges shall consist solely of uncontaminated stormwater runoff.

   Other Conditions: Conditions relating to stormwater associated with the construction activities, Toxic Reduction Evaluation, Wetland Treatment System Operation and Maintenance and Total Residual Chlorine Minimization.

   The EPA waiver is not in effect.

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