# 3800-PM-WSFR0011 Rev. 11/2011 COMMONWEALTH OF PE NNSYLVANIA

Permit DEPARTMENT OF ENVIRONMENTAL PROTECTION

BUREAU OF POINT AND NON-POINT SOURCE MANAGEMENT



# 1 

# AUTHORIZATION TO DISCHARGE UNDER THE

NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

DISCHARGE REQUIREMENTS FOR INDUSTRIAL WASTEWATER

FACILITIES

3800-PM-WSFR0011 Rev. 8/2009

NPDES PERMIT NO: PA0005037

Amendment No. 1

In compliance with the provisions of the Clean Wate r Act, 33 U.S.C. Section 1251 et seq. ("the Act") and

Pennsylvania's Clean Streams Law, as amended, 35 P. S. Section 691.1 et seq.

,

EME Homer City Generation L.P.

1750 Power Plant Road

Homer City, PA 15748-8009

is authorized to discharge from a facility known as Homer City Generating Station , located in Center Township,

Indiana County , to Cherry Run, Unnamed Tributaries of Two Lick Creek, Two Lick Creek, Unnamed Tributary

to Muddy Run, Unnamed Tributaries of Blacklick Cree k, Blacklick Creek in Watershed(s) 18-D in accordance

with effluent limitations, monitoring requirements and other conditions set forth in Parts A, B and C hereof.

THIS PERMIT SHALL BECOME EFFECTIVE ON July 26, 2012

THIS PERMIT SHALL EXPIRE AT MIDNIGHT ON July 31, 20 12

The authority granted by this permit is subject to the following further qualifications:

1. If there is a conflict between the application, its supporting documents and/or amendments and the terms and

conditions of this permit, the terms and conditions shall apply.

2. Failure to comply with the terms, conditions or effluent limitations of this permit is grounds for enforcement action;

for permit termination, revocation and reissuance, or modification; or for denial of a permit renewal application.

(40 CFR 122.41(a))

3. A complete application for renewal of this permi t, or notice of intent to cease discharging by the expiration date,

must be submitted to DEP at least 180 days prior to the above expiration date (unless permission has b een granted by DEP for submission at a later date), usi ng the appropriate NPDES permit application form. ( 40 CFR

122.41(b), 122.21(d)(2))

In the event that a timely and complete application for renewal has been submitted and DEP is unable, through

no fault of the permittee, to reissue the permit be fore the above expiration date, the terms and condi tions of this

permit, including submission of the Discharge Monit oring Reports (DMRs), will be automatically continu ed and

will remain fully effective and enforceable against the discharger until DEP takes final action on the pending

permit application. (25 Pa. Code 92a.7 (b), (c))

4. This NPDES permit does not constitute authorizat ion to construct or make modifications to wastewate r treatment

facilities necessary to meet the terms and conditio ns of this permit.

DATE PERMIT ISSUED July 26, 2012 ISSUED BY /s/

Samuel C. Harper

DATE PERMIT AMENDMENT ISSUED July 26, 2012 Clean W ater Program Manager

Southwest Regional Office3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-12PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI.A.For Internal Outfall126Discharging to Unnamed Tributary of Two Lick Creekvia Outfall 026which receives wastewater from overflow from unit#1 cooling tower1. The permittee is authorized to discharge duringthe period from Permit Amendment Effective Date through Permit Expiration Date.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 2/discharge MeasuredpH (S.U.) XXX XXX 6.0 XXX XXX 9.0 2/discharge GrabFree Available Chlorine XXX XXX XXX 0.2 0.5 XXX 2/discharge GrabTemperature (oF)Jan 1 – 31 XXX XXX XXX XXX 77.5 XXX 2/discharge I-STemperature (oF)Feb 1 – 29 XXX XXX XXX XXX 74.6 XXX 2/discharge I-STemperature (oF)Mar 1 – Jun 15 XXX XXX XXX XXX 110 XXX 2/dischargeI-STemperature (oF)Jun 16 – 30 XXX XXX XXX XXX 97 XXX 2/discharge I-STemperature (oF)Jul 1-31 XXX XXX XXX XXX 82.3 XXX 2/discharge I-STemperature (oF)Aug 1 – 15 XXX XXX XXX XXX 106.9 XXX 2/dischargeI-S3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-13Internal Outfall 126, Continued (from Permit Amendment Effective Date through Permit Expiration Date)ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumTemperature (oF)Aug 16 – Oct 15 XXX XXX XXX XXX 110 XXX 2/dischargeI-STemperature (oF)Oct 16 – 31 XXX XXX XXX XXX 101.6 XXX 2/discharge I-STemperature (oF)Nov 1 – 15 XXX XXX XXX XXX 101.8 XXX 2/discharge I-STemperature (oF)Nov 16 – 30 XXX XXX XXX XXX 85.8 XXX 2/discharge I-STemperature (oF)Dec 1 – 31 XXX XXX XXX XXX 74.5 XXX 2/discharge I-STotal Chromium XXX XXX XXX 0.2 0.2 XXX 2/dischargeGrabTotal Zinc XXX XXX XXX 1.0 1.0 XXX 2/discharge GrabTotal Aluminum XXX XXX XXX Report Report XXX 2/discharge GrabTotal Iron XXX XXX XXX Report Report XXX 2/discharge GrabTotal Manganese XXX XXX XXX Report Report XXX 2/discharge GrabTotal Dissolved Solids XXX XXX XXX Report Report XXX 2/discharge GrabSamples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the overflow from the clarifier.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-14PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI.B.For Internal Outfall226,Discharging to Unnamed Tributary of Two Lick Creekvia Outfall 026which receives wastewater from overflow from unit#2 cooling tower1. The permittee is authorized to discharge duringthe period from Permit Amendment Effective Date through Permit Expiration Date.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 2/discharge MeasuredpH (S.U.) XXX XXX 6.0 XXX XXX 9.0 2/discharge GrabFree Available Chlorine XXX XXX XXX 0.2 0.5 XXX 2/discharge GrabTemperature (oF)Jan 1 – 31 XXX XXX XXX XXX 77.5 XXX 2/discharge I-STemperature (oF)Feb 1 – 29 XXX XXX XXX XXX 74.6 XXX 2/discharge I-STemperature (oF)Mar 1 – Jun 15 XXX XXX XXX XXX 110 XXX 2/dischargeI-STemperature (oF)Jun 16 – 30 XXX XXX XXX XXX 97 XXX 2/discharge I-STemperature (oF)Jul 1-31 XXX XXX XXX XXX 82.3 XXX 2/discharge I-STemperature (oF)Aug 1 – 15 XXX XXX XXX XXX 106.9 XXX 2/dischargeI-S3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-15Internal Outfall 226, Continued (from Permit Amendment Effective Date through Permit Expiration Date)ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumTemperature (oF)Aug 16 – Oct 15 XXX XXX XXX XXX 110 XXX 2/dischargeI-STemperature (oF)Oct 16 – 31 XXX XXX XXX XXX 101.6 XXX 2/discharge I-STemperature (oF)Nov 1 – 15 XXX XXX XXX XXX 101.8 XXX 2/discharge I-STemperature (oF)Nov 16 – 30 XXX XXX XXX XXX 85.8 XXX 2/discharge I-STemperature (oF)Dec 1 – 31 XXX XXX XXX XXX 74.5 XXX 2/discharge I-STotal Chromium XXX XXX XXX 0.2 0.2 XXX 2/dischargeGrabTotal Zinc XXX XXX XXX 1.0 1.0 XXX 2/discharge GrabTotal Aluminum XXX XXX XXX Report Report XXX 2/discharge GrabTotal Iron XXX XXX XXX Report Report XXX 2/discharge GrabTotal Manganese XXX XXX XXX Report Report XXX 2/discharge GrabTotal Dissolved Solids XXX XXX XXX Report Report XXX 2/discharge GrabSamples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the overflow from the clarifier.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-16PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. C. For Outfall001,Latitude40°30’ 40.00”,Longitude79°11’ 00.00”,River Mile Index3.23,Stream Code44073Discharging to Two Lick Creekwhich receives wastewater from cooling tower blowdown from towers 1, 2, and 31. The permittee is authorized to discharge duringthe period from Permit Amendment Effective Date through three years after Permit Amendment EffectiveDate.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD)Jan 1 – Mar 31 XXX 4.08 XXX XXX XXX XXX ContinuousRecordedFlow (MGD)Apr 1 – Jun 30 XXX 2.97 XXX XXX XXX XXX ContinuousRecordedFlow (MGD)Jul 1 – Jul 31 XXX 1.69 XXX XXX XXX XXX ContinuousRecordedFlow (MGD)Aug 1 – Nov 30 XXX 2.97 XXX XXX XXX XXX ContinuousRecordedFlow (MGD)Dec 1 – 31 XXX 3.46 XXX XXX XXX XXX Continuous RecordedpH (S.U.) XXX XXX 6.0 XXX XXX 9.0 1/week GrabFree Available Chlorine XXX XXX XXX 0.2 0.5 XXX 2/year* GrabTemperature (oF)Jan 1 – 31 XXX XXX XXX XXX 77.5 XXX 1/week I-STemperature (oF)Feb 1 – 29 XXX XXX XXX XXX 74.6 XXX 1/week I-STemperature (oF)Mar 1 – Jun 15 XXX XXX XXX XXX 110 XXX 1/week I-STemperature (oF)Jun 16 – 30 XXX XXX XXX XXX 97 XXX 1/week I-STemperature (oF)Jul 1 – 31 XXX XXX XXX XXX 82.3 XXX 1/week I-S3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-17Outfall 001, Continued (from Permit Amendment Effective Date through three years after Permit Amendment Effective Date)ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumTemperature (oF)Aug 1 – 15 XXX XXX XXX XXX 106.9 XXX 1/week I-STemperature (oF)Aug 16 – Oct 15 XXX XXX XXX XXX 110 XXX 1/week I-STemperature (oF)Oct 16 – 31 XXX XXX XXX XXX 101.6 XXX 1/week I-STemperature (oF)Nov 1 – 15 XXX XXX XXX XXX 101.8 XXX 1/week I-STemperature (oF)Nov 16 – 30 XXX XXX XXX XXX 85.8 XXX 1/week I-STemperature (oF)Dec 1 – 31 XXX XXX XXX XXX 74.5 XXX 1/week I-STotal Chromium XXX XXX XXX 0.2 0.2 XXX 2/year*24-HrCompositeTotal Zinc XXX XXX XXX 1.0 1.0 XXX 2/year*24-HrCompositeTotal Dissolved Solids XXX XXX XXX Report Report XXX 1/week24-HrCompositeTotal Aluminum XXX XXX XXX Report Report XXX 1/week24-HrCompositeTotal Iron XXX XXX XXX Report Report XXX 1/week24-HrCompositeTotal Manganese XXX XXX XXX Report Report XXX 1/week24-HrCompositeTotal Mercury** XXX XXX XXX Report Report XXX 2/month24-HrCompositeTotal Silver** XXX XXX XXX Report Report XXX 2/month24-HrComposite*Samples must be taken during the same calendar month.**See Part C, Condition No. 25Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the discharge pipe.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-18PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. D. For Outfall001,Latitude40°30’ 40.00”,Longitude79°11’ 00.00”,River Mile Index3.23,Stream Code44073Discharging to Two Lick Creekwhich receives wastewater from cooling tower blowdown from towers 1, 2, and 31. The permittee is authorized to discharge duringthe period from three years after Permit AmendmentEffective Date through Permit Renewal EffectiveDate.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD)Jan 1 – Mar 31 XXX 4.08 XXX XXX XXX XXX ContinuousRecordedFlow (MGD)Apr 1 – Jun 30 XXX 2.97 XXX XXX XXX XXX ContinuousRecordedFlow (MGD)Jul 1 – Jul 31 XXX 1.69 XXX XXX XXX XXX ContinuousRecordedFlow (MGD)Aug 1 – Nov 30 XXX 2.97 XXX XXX XXX XXX ContinuousRecordedFlow (MGD)Dec 1 – 31 XXX 3.46 XXX XXX XXX XXX Continuous RecordedpH (S.U.) XXX XXX 6.0 XXX XXX 9.0 1/week GrabFree Available Chlorine XXX XXX XXX 0.2 0.5 XXX 2/year* GrabTemperature (oF)Jan 1 – 31 XXX XXX XXX XXX 77.5 XXX 1/week I-STemperature (oF)Feb 1 – 29 XXX XXX XXX XXX 74.6 XXX 1/week I-STemperature (oF)Mar 1 – Jun 15 XXX XXX XXX XXX 110 XXX 1/week I-STemperature (oF)Jun 16 – 30 XXX XXX XXX XXX 97 XXX 1/week I-STemperature (oF)Jul 1 – 31 XXX XXX XXX XXX 82.3 XXX 1/week I-S3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-19Outfall 001, Continued (from Permit Amendment Effective Date through three years after Permit Amendment Effective Date)ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumTemperature (oF)Aug 1 – 15 XXX XXX XXX XXX 106.9 XXX 1/week I-STemperature (oF)Aug 16 – Oct 15 XXX XXX XXX XXX 110 XXX 1/week I-STemperature (oF)Oct 16 – 31 XXX XXX XXX XXX 101.6 XXX 1/week I-STemperature (oF)Nov 1 – 15 XXX XXX XXX XXX 101.8 XXX 1/week I-STemperature (oF)Nov 16 – 30 XXX XXX XXX XXX 85.8 XXX 1/week I-STemperature (oF)Dec 1 – 31 XXX XXX XXX XXX 74.5 XXX 1/week I-STotal Chromium XXX XXX XXX 0.2 0.2 XXX 2/year*24-HrCompositeTotal Zinc XXX XXX XXX 1.0 1.0 XXX 2/year*24-HrCompositeTotal Dissolved Solids XXX XXX XXX Report Report XXX 1/week24-HrCompositeTotal Aluminum*** XXX XXX XXX 0.48 0.75 XXX 1/week24-HrCompositeTotal Iron*** XXX XXX XXX 1.50 2.34 XXX 1/week24-HrCompositeTotal Manganese*** XXX XXX XXX 0.64 1.00 XXX 1/week24-HrCompositeTotal Mercury** XXX XXX XXX Report Report XXX 2/month24-HrCompositeTotal Silver** XXX XXX XXX Report Report XXX 2/month24-HrComposite*Samples must be taken during the same calendar month.**See Part C, Condition No. 25***See Part C, Condition No. 24Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the discharge pipe.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-110PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. E. For Outfall002,Latitude40°30’ 45.00”,Longitude79°11’ 00.00”,River Mile Index3.24,Stream Code44073Discharging to Two Lick Creekwhich receives wastewater from intake screen backwash water1. The permittee is authorized to discharge duringthe period from Permit Effective Date through Permit Expiration Date.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 1/week EstimateDebris collected on the intake rack shall not be returned to the waterway.Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at Outfall 0023800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-111PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. F. For Outfall003,Latitude40°30’ 50.00”,Longitude79°11’ 50.00”,River Mile Index0.77,Stream Code44075Discharging to Unnamed Tributary of Two Lick Creekwhich receives wastewater from Industrial Waste Treatment (Coal pile desilting basins, roof drains, parking lot drains, water treatment plant wastes, units 1, 2and 3 tower drains)1. The permittee is authorized to discharge duringthe period from Permit Effective Date through Permit Expiration Date.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX ContinuousRecordedpH (S.U.) XXX XXX 6.0 XXX XXX 9.0 1/week GrabTemperature (oF) XXX XXX XXX XXX 110 XXX 1/week I-STotal Suspended Solids XXX XXX XXX 30 100 XXX 1/week24-HrCompositeOil and Grease XXX XXX XXX 15 20 30 1/week3 Grabs/24HoursSamples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the discharge from the sand filters.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-112PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. G. For Outfall004,Latitude40°31’ 10.00”,Longitude79°12’ 04.00”,River Mile Index0.67,Stream Code44071Discharging to Unnamed Tributary of Blacklick Creekwhich receives wastewater from coal combustion waste landfill leachate wastewater treatment facility(leachate collection, surge pond effluent, and areastorm water runoff)1. The permittee is authorized to discharge duringthe period from Permit Amendment Effective Date through three years after Permit Amendment EffectiveDate.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) 0.32 Report XXX XXX XXX XXX Continuous RecordedpH (S.U.) XXX XXX 6.0 XXX XXX 9.0 1/week GrabTotal Suspended Solids XXX XXX XXX 30 100 XXX 1/week24-HrCompositeTotal Dissolved Solids XXX XXX XXX Report Report XXX 1/week24-HrCompositeOil and Grease XXX XXX XXX 15 20 30 1/week3 Grabs/24HoursTotal Aluminum XXX XXX XXX Report Report XXX 1/week24-HrCompositeTotal Arsenic XXX XXX XXX Report Report XXX 1/week24-HrCompositeTotal Boron XXX XXX XXX Report Report XXX 1/week24-HrCompositeTotal Cadmium XXX XXX XXX Report Report XXX 1/week24-HrComposite3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-113Outfall 004, Continued (from Permit Amendment Effective Date through three years after Permit Amendment Effective Date)ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumDissolved Iron XXX XXX XXX 2.0 4.0 XXX 1/week24-HrCompositeTotal Iron XXX XXX XXX Report Report XXX 1/week24-HrCompositeTotal Manganese XXX XXX XXX 2.0 4.0 XXX 1/week24-HrCompositeTotal Nickel XXX XXX XXX Report Report XXX 1/week24-HrCompositeTotal Thallium XXX XXX XXX Report Report XXX 1/week24-HrCompositeHexavalent Chromium* XXX XXX XXX Report Report XXX1/week24-HrCompositeFree Available Cyanide* XXX XXX XXX Report Report XXX 1/week24-HrCompositeTotal Lead* XXX XXX XXX Report Report XXX 1/week24-HrCompositeTotal Mercury* XXX XXX XXX Report Report XXX 1/week24-HrCompositeTotal Selenium* XXX XXX XXX Report Report XXX 1/week24-HrCompositeTotal Silver* XXX XXX XXX Report Report XXX 1/week24-HrComposite*See Part C, Condition No. 25Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at overflow from settling pond No. 3.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-114PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. H. For Outfall004,Latitude40°31’ 10.00”,Longitude79°12’ 04.00”,River Mile Index0.67,Stream Code44071Discharging to Unnamed Tributary of Blacklick Creekwhich receives wastewater from coal combustion waste landfill leachate wastewater treatment facility(leachate collection, surge pond effluent, and areastorm water runoff1. The permittee is authorized to discharge duringthe period from three years after Permit AmendmentEffective Date through Permit Renewal EffectiveDate.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) 0.32 Report XXX XXX XXX XXX Continuous RecordedpH (S.U.) XXX XXX 6.0 XXX XXX 9.0 1/week GrabTotal Suspended Solids XXX XXX XXX 30 100 XXX 1/week24-HrCompositeTotal Dissolved Solids XXX XXX XXX Report Report XXX 1/week24-HrCompositeOil and Grease XXX XXX XXX 15 20 30 1/week3 Grabs/24HoursTotal Aluminum**XXX XXX XXX 0.48 0.75 XXX 1/week24-HrCompositeTotal Arsenic* XXX XXX XXX 0.010 0.016 XXX 1/week24-HrCompositeTotal Boron* XXX XXX XXX 1.60 2.49 XXX 1/week24-HrCompositeTotal Cadmium* XXX XXX XXX 0.00025 0.00040 XXX 1/week24-HrComposite3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-115Outfall 004, Continued (from three years after Permit Amendment Effective Date through Permit RenewalEffective Date)ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumDissolved Iron* XXX XXX XXX 0.19 0.30 XXX 1/week24-HrCompositeTotal Iron** XXX XXX XXX 1.50 2.34 XXX 1/week24-HrCompositeTotal Manganese** XXX XXX XXX 0.64 1.00 XXX 1/week24-HrCompositeTotal Nickel* XXX XXX XXX 0.052 0.080 XXX 1/week24-HrCompositeTotal Thallium* XXX XXX XXX 0.00024 0.00038 XXX 1/week24-HrCompositeHexavalent Chromium*** XXX XXX XXX Report Report XXX 1/week24-HrCompositeFree Available Cyanide*** XXX XXX XXX Report ReportXXX 1/week24-HrCompositeTotal Lead*** XXX XXX XXX Report Report XXX 1/week24-HrCompositeTotal Mercury*** XXX XXX XXX Report Report XXX 1/week24-HrCompositeTotal Selenium*** XXX XXX XXX Report Report XXX 1/week24-HrCompositeTotal Silver*** XXX XXX XXX Report Report XXX 1/week24-HrComposite*See Part C, Condition No. 22 – Toxics ReductionEvaluation**See Part C, Condition No. 24***See Part C, Condition No. 25Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at overflow from settling pond No. 3.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-116PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. I. For Outfall005,Latitude40°30’ 51.00”,Longitude79°11’ 56.00”,River Mile Index1.20,Stream Code44076Discharging to Unnamed Tributary of Two Lick Creekwhich receives wastewater from ash recycle clearwell overflow handling ash transport water, sludges from various clarifiers, west side yard drainage andashsilo wash water1. The permittee is authorized to discharge duringthe period from Permit Effective Date through Permit Expiration Date.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX ContinuousRecordedpH (S.U.) XXX XXX 6.0 XXX XXX 9.0 1/week GrabTotal Suspended Solids XXX XXX XXX 30 100 XXX 1/week24-HrCompositeOil and Grease XXX XXX XXX 15 20 30 1/week3 Grabs/24HoursSamples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the structure on the west side of the ash recycle clearwell3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-117PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. J. For Outfall007,Latitude40°30’ 57.00”,Longitude79°11’ 37.00”,River Mile Index0.85,Stream Code44075Discharging to Unnamed Tributary of Two Lick Creekwhich receives wastewater from Units 1 and 2 sewage treat plant effluent1. The permittee is authorized to discharge duringthe period from Permit Effective Date through Permit Expiration Date.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) 0.015 Report XXX XXX XXX XXX ContinuousRecordedpH (S.U.) XXX XXX 6.0 XXX XXX 9.0 2/month GrabDissolved Oxygen XXX XXX 5.0 XXX XXX XXX 2/month GrabTotal Residual Chlorine XXX XXX XXX 1.4 XXX 3.3 2/month GrabCBOD5 XXX XXX XXX 25 XXX 50 2/month24-HrCompositeTotal Suspended Solids XXX XXX XXX 30 XXX 60 2/month24-HrCompositeFecal Coliform (CFU/100 ml)May 1 - Sep 30 XXX XXX XXX200Geo Mean XXX 1,000 2/month GrabFecal Coliform (CFU/100 ml)Oct 1 - Apr 30 XXX XXX XXX2,000Geo Mean XXX XXX 2/month GrabSee Part C, Condition No. 6Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the overflow from the chlorine contact tank prior to mixing with any other water.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-118PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. K. For Outfall008,Latitude40°30’ 40.00”,Longitude79°11’ 49.00”,River Mile Index0.77,Stream Code44076Discharging to Unnamed Tributary to Two Lick Creekwhich receives wastewater from Unit 3 sewage treatment plant effluent1. The permittee is authorized to discharge duringthe period from Permit Effective Date through Permit Expiration Date.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) 0.016 Report XXX XXX XXX XXX ContinuousRecordedpH (S.U.) XXX XXX 6.0 XXX XXX 9.0 2/month GrabDissolved Oxygen XXX XXX 5.0 XXX XXX XXX 2/month GrabTotal Residual Chlorine XXX XXX XXX 1.4 XXX 3.3 2/month GrabCBOD5 XXX XXX XXX 25 XXX 50 2/month24-HrCompositeTotal Suspended Solids XXX XXX XXX 30 XXX 60 2/month24-HrCompositeFecal Coliform (CFU/100 ml)May 1 - Sep 30 XXX XXX XXX200Geo Mean XXX 1,000 2/month GrabFecal Coliform (CFU/100 ml)Oct 1 - Apr 30 XXX XXX XXX2,000Geo Mean XXX XXX 2/month GrabSee Part C, Condition No. 6Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the overflow from the chlorine contact tank prior to mixing with any other water.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-119PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. L. For Outfall011,Latitude40°30’ 58.00”,Longitude79°12’ 04.00”,River Mile Index1.3,Stream Code44076Discharging to Unnamed Tributary of Two Lick Creekwhich receives wastewater from coal pile desiltingbasin #1 overflow from 10-year, 24 hour storm1. The permittee is authorized to discharge duringthe period from Permit Effective Date through Permit Expiration Date.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 1/discharge EstimatepH (S.U.) XXX XXX 6.0 XXX XXX 9.0 2/discharge GrabSee Part C, Condition No. 9 regarding design requirements for 10-year, 24-hour storm water bypass systems.Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the overflow from the coal pile desilting basin#13800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-120PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. M. For Outfall012,Latitude40°30’ 56.00”,Longitude79°11’ 59.00”,River Mile Index1.24,Stream Code44076Discharging to Unnamed Tributary of Two Lick Creekwhich receives wastewater from coal pile desiltingbasin #2 overflow from 10 year-24 hour storm1. The permittee is authorized to discharge duringthe period from Permit Effective Date through Permit Expiration Date.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 1/discharge EstimatepH (S.U.) XXX XXX 6.0 XXX XXX 9.0 2/discharge GrabSee Part C, Condition No. 9 regarding design requirements for 10-year, 24-hour storm water bypass systems.Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the overflow from coal pile desilting basin #2.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-121PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. N. For Outfall013,Latitude40°31’ 5.00”,Longitude79°12’ 46.00”,River Mile Index0.67,Stream Code44071Discharging to Unnamed Tributary of Blacklick Creekwhich receives wastewater from coal combustion waste landfill storm water runoff diversion ditch andInternal Outfalls 020 and 113 – 9131. The permittee is authorized to discharge duringthe period from Permit Amendment Effective Date through three years after Permit Amendment EffectiveDate.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 1/week MeasuredpH (S.U.) XXX XXX 6.0 XXX XXX 9.0 1/week GrabTotal Dissolved Solids XXX XXX XXX Report Report XXX 1/week GrabTotal Aluminum XXX XXX XXX Report Report XXX 1/weekGrabTotal Iron XXX XXX XXX Report Report XXX 1/week GrabTotal Manganese XXX XXX XXX Report Report XXX 1/week GrabSamples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the discharge location prior to mixing with anyother water.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-122PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. O. For Outfall013,Latitude40°31’ 5.00”,Longitude79°12’ 46.00”,River Mile Index0.67,Stream Code44071Discharging to Unnamed Tributary of Blacklick Creekwhich receives wastewater from coal combustion waste landfill storm water runoff diversion ditch andInternal Outfalls 020 and 113 – 9131. The permittee is authorized to discharge duringthe period from three years after Permit AmendmentEffective Date through Permit Renewal EffectiveDate.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximumAverageMonthlyAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 1/week MeasuredpH (S.U.) XXX XXX 6.0 XXX XXX 9.0 1/week GrabTotal Dissolved Solids XXX XXX XXX Report Report XXX 1/week GrabTotal Aluminum* XXX XXX XXX 0.48 0.75 XXX 1/week GrabTotal Iron* XXX XXX XXX 1.50 2.34 XXX 1/week GrabTotal Manganese* XXX XXX XXX 0.64 1.00 XXX 1/week Grab*See Part C, Condition No. 24Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the discharge location prior to mixing with anyother water.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-123PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI.P.For Internal Outfall020Discharging to Unnamed Tributary of Blacklick Creekvia Outfall 013which receives wastewater from ash site surge pond10-year, 24-hour storm water emergency overflow1. The permittee is authorized to discharge duringthe period from Permit Amendment Effective Date through three years after Permit Amendment EffectiveDate.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 2/discharge MeasuredpH (S.U.) XXX XXX 6.0 XXX XXX 9.0 2/discharge GrabTotal Suspended Solids XXX XXX XXX 30 100 XXX 2/discharge GrabTotal Dissolved Solids XXX XXX XXX Report Report XXX 2/discharge GrabOil and Grease XXX XXX XXX 15 20 30 2/discharge GrabTotal Aluminum XXX XXX XXX Report Report XXX 2/discharge GrabTotal Arsenic XXX XXX XXX Report Report XXX 2/discharge GrabTotal Boron XXX XXX XXX Report Report XXX 2/discharge GrabTotal Cadmium XXX XXX XXX Report Report XXX 2/discharge Grab3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-124Internal Outfall 020, Continued (from Permit Amendment Effective Date through three years after PermitAmendment Effective Date)ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumDissolved Iron XXX XXX XXX 2.0 4.0 XXX 2/dischargeGrabTotal Iron XXX XXX XXX Report Report XXX 2/discharge GrabTotal Manganese XXX XXX XXX 2.0 4.0 XXX 2/dischargeGrabTotal Nickel XXX XXX XXX Report Report XXX 2/discharge GrabTotal Thallium XXX XXX XXX Report Report XXX 2/discharge GrabHexavalent Chromium* XXX XXX XXX Report Report XXX2/discharge GrabFree Available Cyanide* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Lead* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Mercury* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Selenium* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Silver* XXX XXX XXX Report Report XXX 2/discharge Grab*See Part C, Condition No. 25Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the overflow.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-125PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI.Q.For Internal Outfall020Discharging to Unnamed Tributary of Blacklick Creekvia Outfall 013which receives wastewater from ash site surge pond10-year, 24-hour storm water emergency overflow1. The permittee is authorized to discharge duringthe period from three years after Permit AmendmentEffective Date through Permit Renewal EffectiveDate.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 2/discharge MeasuredpH (S.U.) XXX XXX 6.0 XXX XXX 9.0 2/discharge GrabTotal Suspended Solids XXX XXX XXX 30 100 XXX 2/discharge GrabTotal Dissolved Solids XXX XXX XXX Report Report XXX 2/discharge GrabOil and Grease XXX XXX XXX 15 20 30 2/discharge GrabTotal Aluminum XXX XXX XXX 0.48 0.75 XXX 2/discharge GrabTotal Arsenic XXX XXX XXX 0.010 0.016 XXX 2/discharge GrabTotal Boron XXX XXX XXX 1.60 2.49 XXX 2/discharge GrabTotal Cadmium XXX XXX XXX 0.00025 0.00040 XXX 2/discharge Grab3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-126Internal Outfall 020, Continued (from three years after Permit Amendment Effective Date through PermitRenewal Effective Date)ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumDissolved Iron XXX XXX XXX 0.19 0.30 XXX 2/discharge GrabTotal Iron XXX XXX XXX 1.50 2.34 XXX 2/discharge GrabTotal Manganese XXX XXX XXX 0.64 1.00 XXX 2/discharge GrabTotal Nickel XXX XXX XXX 0.052 0.080 XXX 2/discharge GrabTotal Thallium XXX XXX XXX 0.00024 0.00038 XXX 2/discharge GrabHexavalent Chromium* XXX XXX XXX Report Report XXX2/discharge GrabFree Available Cyanide* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Lead* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Mercury* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Selenium* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Silver* XXX XXX XXX Report Report XXX 2/discharge Grab*See Part C, Condition No. 25Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the overflow.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-127PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI.R.For InternalOutfall113Discharging to Unnamed Tributary of Blacklick Creekvia Outfall 013which receives wastewater from emergency overflowfrom Leachate Storage Impoundment 2 (L-2)1. The permittee is authorized to discharge duringthe period from Permit Amendment Effective Date through three years after Permit Amendment EffectiveDate.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 2/discharge MeasuredpH (S.U.) XXX XXX 6.0 XXX XXX 9.0 2/discharge GrabTotal Suspended Solids XXX XXX XXX 30 100 XXX 2/discharge GrabTotal Dissolved Solids XXX XXX XXX Report Report XXX 2/discharge GrabOil and Grease XXX XXX XXX 15 20 30 2/discharge GrabTotal Aluminum XXX XXX XXX Report Report XXX 2/discharge GrabTotal Arsenic XXX XXX XXX Report Report XXX 2/discharge GrabTotal Boron XXX XXX XXX Report Report XXX 2/discharge GrabTotal Cadmium XXX XXX XXX Report Report XXX 2/discharge Grab3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-128Internal Outfall 113, Continued (from Permit Amendment Effective Date through three years after PermitAmendment Effective Date)ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumDissolved Iron XXX XXX XXX 2.0 4.0 XXX 2/dischargeGrabTotal Iron XXX XXX XXX Report Report XXX 2/discharge GrabTotal Manganese XXX XXX XXX 2.0 4.0 XXX 2/dischargeGrabTotal Nickel XXX XXX XXX Report Report XXX 2/discharge GrabTotal Thallium XXX XXX XXX Report Report XXX 2/discharge GrabHexavalent Chromium* XXX XXX XXX Report Report XXX2/discharge GrabFree Available Cyanide* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Lead* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Mercury* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Selenium* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Silver* XXX XXX XXX Report Report XXX 2/discharge Grab*See Part C, Condition No. 25Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the emergency overflow.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-129PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI.S.For InternalOutfall113Discharging to Unnamed Tributary of Blacklick Creekvia Outfall 013which receives wastewater from emergency overflowfrom Leachate Storage Impoundment 2 (L-2)1. The permittee is authorized to discharge duringthe period from three years after Permit AmendmentEffective Date through Permit Renewal EffectiveDate.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 2/discharge MeasuredpH (S.U.) XXX XXX 6.0 XXX XXX 9.0 2/discharge GrabTotal Suspended Solids XXX XXX XXX 30 100 XXX 2/discharge GrabTotal Dissolved Solids XXX XXX XXX Report Report XXX 2/discharge GrabOil and Grease XXX XXX XXX 15 20 30 2/discharge GrabTotal Aluminum XXX XXX XXX 0.48 0.75 XXX 2/discharge GrabTotal Arsenic XXX XXX XXX 0.010 0.016 XXX 2/discharge GrabTotal Boron XXX XXX XXX 1.60 2.49 XXX 2/discharge GrabTotal Cadmium XXX XXX XXX 0.00025 0.00040 XXX 2/discharge Grab3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-130Internal Outfall 113, Continued (from three years after Permit Amendment Effective Date through PermitRenewal Effective Date)ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumDissolved Iron XXX XXX XXX 0.19 0.30 XXX 2/discharge GrabTotal Iron XXX XXX XXX 1.50 2.34 XXX 2/discharge GrabTotal Manganese XXX XXX XXX 0.64 1.00 XXX 2/discharge GrabTotal Nickel XXX XXX XXX 0.052 0.080 XXX 2/discharge GrabTotal Thallium XXX XXX XXX 0.00024 0.00038 XXX 2/discharge GrabHexavalent Chromium* XXX XXX XXX Report Report XXX2/discharge GrabFree Available Cyanide* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Lead* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Mercury* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Selenium* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Silver* XXX XXX XXX Report Report XXX 2/discharge Grab*See Part C, Condition No. 25Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the emergency overflow.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-131PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI.T.For Internal Outfall213Discharging to Unnamed Tributary of Blacklick Creekvia Outfall 013which receives wastewater from Sedimentation Basin1 Prinicpal Outlet (uncontaminated storm water runoff from the coal combustion waste landfill area)1. The permittee is authorized to discharge duringthe period from Permit Amendment Effective Date through Permit Expiration Date.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 2/month MeasuredpH (S.U.) XXX XXX 6.0 XXX XXX 9.0 2/month GrabTotal Suspended Solids XXX XXX XXX 30 60 XXX 2/month GrabTotal Aluminum XXX XXX XXX Report Report XXX 2/month GrabTotal Iron XXX XXX XXX Report Report XXX 2/month GrabTotal Manganese XXX XXX XXX Report Report XXX 2/month GrabSee Part C, Condition No. 23Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the Sedimentation Basin outlet.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-132PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI.U.For Internal Outfall313Discharging to Unnamed Tributary of Blacklick Creekvia Outfall 013which receives wastewater from Sedimentation Basin1 Emergency Overflow1. The permittee is authorized to discharge duringthe period from Permit Amendment Effective Date through Permit Expiration Date.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 2/discharge EstimatepH (S.U.) XXX XXX 6.0 XXX XXX 9.0 2/discharge GrabTotal Suspended Solids XXX XXX XXX 30 60 XXX 2/discharge GrabTotal Aluminum XXX XXX XXX Report Report XXX 2/discharge GrabTotal Iron XXX XXX XXX Report Report XXX 2/discharge GrabTotal Manganese XXX XXX XXX Report Report XXX 2/discharge GrabSamples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the emergency overflow.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-133PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI.V.For InternalOutfall413Discharging to Unnamed Tributary of Blacklick Creekvia Outfall 013which receives wastewater from emergency overflowfrom Leachate Storage Impoundment 3 (L-3)1. The permittee is authorized to discharge duringthe period from Permit Amendment Effective Date through three years after Permit Amendment EffectiveDate.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 2/discharge MeasuredpH (S.U.) XXX XXX 6.0 XXX XXX 9.0 2/discharge GrabTotal Suspended Solids XXX XXX XXX 30 100 XXX 2/discharge GrabTotal Dissolved Solids XXX XXX XXX Report Report XXX 2/discharge GrabOil and Grease XXX XXX XXX 15 20 30 2/discharge GrabTotal Aluminum XXX XXX XXX Report Report XXX 2/discharge GrabTotal Arsenic XXX XXX XXX Report Report XXX 2/discharge GrabTotal Boron XXX XXX XXX Report Report XXX 2/discharge GrabTotal Cadmium XXX XXX XXX Report Report XXX 2/discharge Grab3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-134Internal Outfall 413, Continued (from Permit Amendment Effective Date through three years after PermitAmendment Effective Date)ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumDissolved Iron XXX XXX XXX 2.0 4.0 XXX 2/dischargeGrabTotal Iron XXX XXX XXX Report Report XXX 2/discharge GrabTotal Manganese XXX XXX XXX 2.0 4.0 XXX 2/dischargeGrabTotal Nickel XXX XXX XXX Report Report XXX 2/discharge GrabTotal Thallium XXX XXX XXX Report Report XXX 2/discharge GrabHexavalent Chromium* XXX XXX XXX Report Report XXX2/discharge GrabFree Available Cyanide* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Lead* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Mercury* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Selenium* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Silver* XXX XXX XXX Report Report XXX 2/discharge Grab*See Part C, Condition No. 25Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the emergency overflow.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-135PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI.W.For InternalOutfall413Discharging to Unnamed Tributary of Blacklick Creekvia Outfall 013which receives wastewater from emergency overflowfrom Leachate Storage Impoundment 3 (L-3)1. The permittee is authorized to discharge duringthe period from three years after Permit AmendmentEffective Date through Permit Renewal EffectiveDate.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 2/discharge MeasuredpH (S.U.) XXX XXX 6.0 XXX XXX 9.0 2/discharge GrabTotal Suspended Solids XXX XXX XXX 30 100 XXX 2/discharge GrabTotal Dissolved Solids XXX XXX XXX Report Report XXX 2/discharge GrabOil and Grease XXX XXX XXX 15 20 30 2/discharge GrabTotal Aluminum XXX XXX XXX 0.48 0.75 XXX 2/discharge GrabTotal Arsenic XXX XXX XXX 0.010 0.016 XXX 2/discharge GrabTotal Boron XXX XXX XXX 1.60 2.49 XXX 2/discharge GrabTotal Cadmium XXX XXX XXX 0.00025 0.00040 XXX 2/discharge Grab3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-136Internal Outfall 413, Continued (from three years after Permit Amendment Effective Date through PermitRenewal Effective Date)ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumDissolved Iron XXX XXX XXX 0.19 0.30 XXX 2/discharge GrabTotal Iron XXX XXX XXX 1.50 2.34 XXX 2/discharge GrabTotal Manganese XXX XXX XXX 0.64 1.00 XXX 2/discharge GrabTotal Nickel XXX XXX XXX 0.052 0.080 XXX 2/discharge GrabTotal Thallium XXX XXX XXX 0.00024 0.00038 XXX 2/discharge GrabHexavalent Chromium* XXX XXX XXX Report Report XXX2/discharge GrabFree Available Cyanide* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Lead* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Mercury* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Selenium* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Silver* XXX XXX XXX Report Report XXX 2/discharge Grab*See Part C, Condition No. 25Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the emergency overflow.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-137PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI.X.For Internal Outfall513Discharging to Unnamed Tributary of Blacklick Creekvia Outfall 013which receives wastewater from Sedimentation Basin2 Emergency Overflow1. The permittee is authorized to discharge duringthe period from Permit Amendment Effective Date through Permit Expiration Date.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 2/discharge EstimatepH (S.U.) XXX XXX 6.0 XXX XXX 9.0 2/discharge GrabTotal Suspended Solids XXX XXX XXX 30 60 XXX 2/discharge GrabTotal Aluminum XXX XXX XXX Report Report XXX 2/discharge GrabTotal Iron XXX XXX XXX Report Report XXX 2/discharge GrabTotal Manganese XXX XXX XXX Report Report XXX 2/discharge GrabSamples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the emergency overflow.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-138PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI.Y.For Internal Outfall613Discharging to Unnamed Tributary of Blacklick Creekvia Outfall 013which receives wastewater from Sedimentation Basin2 Prinicpal Outlet (uncontaminated storm water runoff from the coal combustion waste landfill area)1. The permittee is authorized to discharge duringthe period from Permit Amendment Effective Date through Permit Expiration Date.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 2/month MeasuredpH (S.U.) XXX XXX 6.0 XXX XXX 9.0 2/month GrabTotal Suspended Solids XXX XXX XXX 30 60 XXX 2/month GrabTotal Aluminum XXX XXX XXX Report Report XXX 2/month GrabTotal Iron XXX XXX XXX Report Report XXX 2/month GrabTotal Manganese XXX XXX XXX Report Report XXX 2/month GrabSee Part C, Condition No. 23Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the Sedimentation Basin outlet.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-139PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI.Z.For Internal Outfall713Discharging to Unnamed Tributary of Blacklick Creekvia Outfall 013which receives wastewater from Sedimentation Basin3 Emergency Overflow1. The permittee is authorized to discharge duringthe period from Permit Amendment Effective Date through Permit Expiration Date.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 2/discharge EstimatepH (S.U.) XXX XXX 6.0 XXX XXX 9.0 2/discharge GrabTotal Suspended Solids XXX XXX XXX 30 60 XXX 2/discharge GrabTotal Aluminum XXX XXX XXX Report Report XXX 2/discharge GrabTotal Iron XXX XXX XXX Report Report XXX 2/discharge GrabTotal Manganese XXX XXX XXX Report Report XXX 2/discharge GrabSamples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the emergency overflow.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-140PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI.AA.For Internal Outfall813Discharging to Unnamed Tributary of Blacklick Creekvia Outfall 013which receives wastewater from Sedimentation Basin3 Principal Outlet (uncontaminated storm water runoff from the coal combustion waste landfill area)1. The permittee is authorized to discharge duringthe period from Permit Amendment Effective Date through Permit Expiration Date.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 2/month MeasuredpH (S.U.) XXX XXX 6.0 XXX XXX 9.0 2/month GrabTotal Suspended Solids XXX XXX XXX 30 60 XXX 2/month GrabTotal Aluminum XXX XXX XXX Report Report XXX 2/month GrabTotal Iron XXX XXX XXX Report Report XXX 2/month GrabTotal Manganese XXX XXX XXX Report Report XXX 2/month GrabSee Part C, Condition No. 23Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the Sedimentation Basin outlet.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-141PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI.BB.For InternalOutfall913Discharging to Unnamed Tributary of Blacklick Creekvia Outfall 013which receives wastewater from emergency overflowfrom Leachate Storage Impoundment 4 (L-4)1. The permittee is authorized to discharge duringthe period from Permit Amendment Effective Date through three years after Permit Amendment EffectiveDate.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 2/discharge MeasuredpH (S.U.) XXX XXX 6.0 XXX XXX 9.0 2/discharge GrabTotal Suspended Solids XXX XXX XXX 30 100 XXX 2/discharge GrabTotal Dissolved Solids XXX XXX XXX Report Report XXX 2/discharge GrabOil and Grease XXX XXX XXX 15 20 30 2/discharge GrabTotal Aluminum XXX XXX XXX Report Report XXX 2/discharge GrabTotal Arsenic XXX XXX XXX Report Report XXX 2/discharge GrabTotal Boron XXX XXX XXX Report Report XXX 2/discharge GrabTotal Cadmium XXX XXX XXX Report Report XXX 2/discharge Grab3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-142Internal Outfall 913, Continued (from Permit Amendment Effective Date through three years after PermitAmendment Effective Date)ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumDissolved Iron XXX XXX XXX 2.0 4.0 XXX 2/dischargeGrabTotal Iron XXX XXX XXX Report Report XXX 2/discharge GrabTotal Manganese XXX XXX XXX 2.0 4.0 XXX 2/dischargeGrabTotal Nickel XXX XXX XXX Report Report XXX 2/discharge GrabTotal Thallium XXX XXX XXX Report Report XXX 2/discharge GrabHexavalent Chromium* XXX XXX XXX Report Report XXX2/discharge GrabFree Available Cyanide* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Lead* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Mercury* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Selenium* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Silver* XXX XXX XXX Report Report XXX 2/discharge Grab*See Part C, Condition No. 25Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the emergency overflow.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-143PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI.CC.For InternalOutfall913Discharging to Unnamed Tributary of Blacklick Creekvia Outfall 013which receives wastewater from emergency overflowfrom Leachate Storage Impoundment 4 (L-4)1. The permittee is authorized to discharge duringthe period from three years after Permit AmendmentEffective Date through Permit Renewal EffectiveDate.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 2/discharge MeasuredpH (S.U.) XXX XXX 6.0 XXX XXX 9.0 2/discharge GrabTotal Suspended Solids XXX XXX XXX 30 100 XXX 2/discharge GrabTotal Dissolved Solids XXX XXX XXX Report Report XXX 2/discharge GrabOil and Grease XXX XXX XXX 15 20 30 2/discharge GrabTotal Aluminum XXX XXX XXX 0.48 0.75 XXX 2/discharge GrabTotal Arsenic XXX XXX XXX 0.010 0.016 XXX 2/discharge GrabTotal Boron XXX XXX XXX 1.60 2.49 XXX 2/discharge GrabTotal Cadmium XXX XXX XXX 0.00025 0.00040 XXX 2/discharge Grab3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-144Internal Outfall 913, Continued (from three years after Permit Amendment Effective Date through PermitRenewal Effective Date)ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumDissolved Iron XXX XXX XXX 0.19 0.30 XXX 2/discharge GrabTotal Iron XXX XXX XXX 1.50 2.34 XXX 2/discharge GrabTotal Manganese XXX XXX XXX 0.64 1.00 XXX 2/discharge GrabTotal Nickel XXX XXX XXX 0.052 0.080 XXX 2/discharge GrabTotal Thallium XXX XXX XXX 0.00024 0.00038 XXX 2/discharge GrabHexavalent Chromium* XXX XXX XXX Report Report XXX2/discharge GrabFree Available Cyanide* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Lead* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Mercury* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Selenium* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Silver* XXX XXX XXX Report Report XXX 2/discharge Grab*See Part C, Condition No. 25Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the emergency overflow.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-145PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. DD. For Outfall014,Latitude40°30’ 50.00”,Longitude79°10’ 53.00”,River Mile Index0.21,Stream Code44080Discharging to Cherry Runwhich receives wastewater from final settling pondNo. 3 overflow handling river intake dredging pondeffluent1. The permittee is authorized to discharge duringthe period from Permit Effective Date through Permit Expiration Date2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 1/discharge EstimateTotal Suspended Solids XXX XXX XXX 30 XXX 60 2/discharge GrabSamples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the overflow.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-146PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. EE. For Outfall015,Latitude40°30’ 51.00”,Longitude79°11’ 35.00”,River Mile Index0.77,Stream Code44075Discharging to Unnamed Tributary of Two Lick Creekwhich receives wastewater from Emergency bypass ofthe IWT sand filter building1. The permittee is authorized to discharge duringthe period from Permit Effective Date through Permit Expiration Date.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 1/discharge EstimatepH (S.U.) XXX XXX 6.0 XXX XXX 9.0 1/discharge GrabTemperature (oF) XXX XXX XXX XXX 110 XXX 1/discharge I-STotal Suspended Solids XXX XXX XXX 30 100 XXX 1/discharge GrabOil and Grease XXX XXX XXX 15 20 30 1/discharge GrabSamples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the overflow3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-147PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. FF. For Outfall016,Latitude40°30’ 47.00”,Longitude79°11’ 35.00”,River Mile Index0.75,Stream Code44075Discharging to Unnamed Tributary of Two Lick Creekwhich receives wastewater from Emergency overflow from IWT equalization pond No. 21. The permittee is authorized to discharge duringthe period from Permit Effective Date through Permit Expiration.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 1/discharge EstimatepH (S.U.) XXX XXX 6.0 XXX XXX 9.0 1/discharge GrabTemperature (oF) XXX XXX XXX XXX 110 XXX 1/discharge I-STotal Suspended Solids XXX XXX XXX 30 100 XXX 1/discharge GrabOil and Grease XXX XXX XXX 15 20 30 1/discharge GrabSamples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the overflow3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-148PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. GG. For Outfall018,Latitude40°30’ 58.00”,Longitude79°11’ 50.00”,River Mile Index1.0,Stream Code44075Discharging to Unnamed Tributary of Two Lick Creekwhich receives wastewater from overflow from cooling tower clarifier clearwell (river intake water, HCCCP leachate and sludge dewatering filtrate)1. The permittee is authorized to discharge duringthe period from Permit Amendment Effective Date through three years after Permit Amendment EffectiveDate.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 1/week MeasuredpH (S.U.) XXX XXX 6.0 XXX XXX 9.0 1/week GrabTotal Suspended Solids XXX XXX XXX 30 70 XXX 1/weekGrabTotal Dissolved Solids XXX XXX XXX Report Report XXX 1/week GrabOil and Grease XXX XXX XXX 15 20 30 1/week GrabDissolved Iron XXX XXX XXX Report Report XXX 1/weekGrabTotal Aluminum XXX XXX XXX Report Report XXX 1/weekGrabTotal Iron XXX XXX XXX 3.5 7.0 XXX 1/week GrabTotal Manganese XXX XXX XXX 2.0 4.0 XXX 1/week GrabSamples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the overflow3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-149PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. HH. For Outfall018,Latitude40°30’ 58.00”,Longitude79°11’ 50.00”,River Mile Index1.0,Stream Code44075Discharging to Unnamed Tributary of Two Lick Creekwhich receives wastewater from overflow from cooling tower clarifier clearwell (river intake water, HCCCP leachate and sludge dewatering filtrate)1. The permittee is authorized to discharge duringthe period from three years after Permit AmendmentEffective Date through Permit Renewal EffectiveDate.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 1/week MeasuredpH (S.U.) XXX XXX 6.0 XXX XXX 9.0 1/week GrabTotal Suspended Solids XXX XXX XXX 30 70 XXX 1/weekGrabTotal Dissolved Solids XXX XXX XXX Report Report XXX 1/week GrabOil and Grease XXX XXX XXX 15 20 30 1/week GrabDissolved Iron XXX XXX XXX Report Report XXX 1/weekGrabTotal Aluminum* XXX XXX XXX 0.48 0.75 XXX 1/week GrabTotal Iron* XXX XXX XXX 1.50 2.34 XXX 1/week GrabTotal Manganese* XXX XXX XXX 0.64 1.00 XXX 1/week Grab*See Part C, Condition No.24Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the overflow3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-150PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. II. For Outfall023,Latitude40°31’ 5.00”,Longitude79°12’ 24.00”,River Mile Index0.45,Stream Code44072Discharging to Unnamed Tributary of Blacklick Creekwhich receives wastewater from storm water runofffrom coal truck gate entrance and dust control water runoff1. The permittee is authorized to discharge duringthe period from Permit Effective Date through Permit Expiration Date.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 2/month MeasuredpH (S.U.) XXX XXX 6.0 XXX XXX 9.0 2/month GrabTotal Suspended Solids XXX XXX XXX 35 70 90 2/monthGrabTotal Aluminum XXX XXX XXX Report Report XXX 2/month GrabTotal Iron* XXX XXX XXX 1.5 3.0 3.75 2/month GrabTotal Manganese XXX XXX XXX Report Report XXX 2/month Grab*See Part C, Condition No. 21Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at sediment pond outfall3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-151PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. JJ. For Outfall027,Latitude40°28’ 54.00”,Longitude79°11’ 36.00”,River Mile Index10.72,Stream Code43979Discharging to Blacklick Creekwhich receives wastewater from flue gas desulfurization wastewater treatment plant1. The permittee is authorized to discharge duringthe period from Permit Effective Date through Permit Expiration Date.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluentLimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX ContinuousRecordedpH (S.U.) XXX XXX 6.0 XXX XXX 9.0 1/week GrabTemperature (oF) XXX XXX XXX XXX 110 XXX 1/week I-SCBOD5 XXX XXX XXX 25 50 XXX 1/week24-HrCompositeTotal Suspended Solids XXX XXX XXX 30 100 XXX 1/week24-HrCompositeTotal Dissolved Solids XXX XXX XXX Report Report XXX 1/week24-HrCompositeOsmotic Pressure (mOs/kg) XXX XXX XXX Report ReportXXX 1/week24-HrCompositeOil and Grease XXX XXX XXX 15 20 XXX 1/week GrabTotal Beryllium XXX XXX XXX 0.8 1.6 XXX 1/week24-HrComposite3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-152Outfall 027, Continued (from Permit Effective Datethrough Permit Expiration Date)ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumTotal Boron XXX XXX XXX Report Report XXX 1/week24-HrCompositeTotal Lead XXX XXX XXX 0.1 0.2 XXX 1/week24-HrCompositeTotal Selenium XXX XXX XXX 0.8 1.6 XXX 1/week24-HrCompositeMBAS XXX XXX XXX Report Report XXX 1/week24-HrCompositeSamples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the effluent tank3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-153PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. KK. For Outfall029,Latitude40°31’ 5.00”,Longitude79°12’ 46.00”,River Mile Index0.67,Stream Code44071Discharging to Unnamed Tributary of Blacklick Creekwhich receives wastewater from coal combustion waste landfill storm water runoff diversion ditch andInternal Outfall 1291. The permittee is authorized to discharge duringthe period from Permit Amendment Effective Date through three years after Permit Amendment EffectiveDate.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 1/week MeasuredpH (S.U.) XXX XXX 6.0 XXX XXX 9.0 1/week GrabTotal Dissolved Solids XXX XXX XXX Report Report XXX 1/week GrabTotal Aluminum XXX XXX XXX Report Report XXX 1/weekGrabTotal Iron XXX XXX XXX Report Report XXX 1/week GrabTotal Manganese XXX XXX XXX Report Report XXX 1/week GrabSamples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the discharge location prior to mixing with anyother water.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-154PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. LL. For Outfall029,Latitude40°31’ 5.00”,Longitude79°12’ 46.00”,River Mile Index0.67,Stream Code44071Discharging to Unnamed Tributary of Blacklick Creekwhich receives wastewater from coal combustion waste landfill storm water runoff diversion ditch andInternal Outfall 1291. The permittee is authorized to discharge duringthe period from three years after Permit AmendmentEffective Date through Permit Renewal EffectiveDate.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximumAverageMonthlyAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 1/week MeasuredpH (S.U.) XXX XXX 6.0 XXX XXX 9.0 1/week GrabTotal Dissolved Solids XXX XXX XXX Report Report XXX 1/week GrabTotal Aluminum* XXX XXX XXX 0.48 0.75 XXX 1/week GrabTotal Iron* XXX XXX XXX 1.50 2.34 XXX 1/week GrabTotal Manganese* XXX XXX XXX 0.64 1.00 XXX 1/week GrabSee Part C, Condition No. 24Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the discharge location prior to mixing with anyother water.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-155PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI.MM.For InternalOutfall129Discharging to Unnamed Tributary of Blacklick Creekvia Outfall 029which receives wastewater from emergency overflowfrom Leachate Storage Impoundment 1 (L-1)1. The permittee is authorized to discharge duringthe period from Permit Amendment Effective Date through three years after Permit Amendment EffectiveDate.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 2/discharge MeasuredpH (S.U.) XXX XXX 6.0 XXX XXX 9.0 2/discharge GrabTotal Suspended Solids XXX XXX XXX 30 100 XXX 2/discharge GrabTotal Dissolved Solids XXX XXX XXX Report Report XXX 2/discharge GrabOil and Grease XXX XXX XXX 15 20 30 2/discharge GrabTotal Aluminum XXX XXX XXX Report Report XXX 2/discharge GrabTotal Arsenic XXX XXX XXX Report Report XXX 2/discharge GrabTotal Boron XXX XXX XXX Report Report XXX 2/discharge GrabTotal Cadmium XXX XXX XXX Report Report XXX 2/discharge Grab3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-156Internal Outfall 129, Continued (from Permit Amendment Effective Date through three years after PermitAmendment Effective Date)ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations(mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumDissolved Iron XXX XXX XXX 2.0 4.0 XXX 2/dischargeGrabTotal Iron XXX XXX XXX Report Report XXX 2/discharge GrabTotal Manganese XXX XXX XXX 2.0 4.0 XXX 2/dischargeGrabTotal Nickel XXX XXX XXX Report Report XXX 2/discharge GrabTotal Thallium XXX XXX XXX Report Report XXX 2/discharge GrabHexavalent Chromium* XXX XXX XXX Report Report XXX2/discharge GrabFree Available Cyanide* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Lead* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Mercury* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Selenium* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Silver* XXX XXX XXX Report Report XXX 2/discharge Grab*See Part C, Condition No. 25Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the emergency overflow.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-157PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI.NN.For InternalOutfall129Discharging to Unnamed Tributary of Blacklick Creekvia Outfall 029which receives wastewater from emergency overflowfrom Leachate Storage Impoundment 1 (L-1)1. The permittee is authorized to discharge duringthe period from three years after Permit AmendmentEffective Date through Permit Renewal EffectiveDate.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 2/discharge MeasuredpH (S.U.) XXX XXX 6.0 XXX XXX 9.0 2/discharge GrabTotal Suspended Solids XXX XXX XXX 30 100 XXX 2/discharge GrabTotal Dissolved Solids XXX XXX XXX Report Report XXX 2/discharge GrabOil and Grease XXX XXX XXX 15 20 30 2/discharge GrabTotal Aluminum XXX XXX XXX 0.48 0.75 XXX 2/discharge GrabTotal Arsenic XXX XXX XXX 0.010 0.016 XXX 2/discharge GrabTotal Boron XXX XXX XXX 1.60 2.49 XXX 2/discharge GrabTotal Cadmium XXX XXX XXX 0.00025 0.00040 XXX 2/discharge Grab3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-158Internal Outfall 129, Continued (from three years after Permit Amendment Effective Date through PermitRenewal Effective Date)ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumDissolved Iron XXX XXX XXX 0.19 0.30 XXX 2/discharge GrabTotal Iron XXX XXX XXX 1.50 2.34 XXX 2/discharge GrabTotal Manganese XXX XXX XXX 0.64 1.00 XXX 2/discharge GrabTotal Nickel XXX XXX XXX 0.052 0.080 XXX 2/discharge GrabTotal Thallium XXX XXX XXX 0.00024 0.00038 XXX 2/discharge GrabHexavalent Chromium* XXX XXX XXX Report Report XXX2/discharge GrabFree Available Cyanide* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Lead* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Mercury* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Selenium* XXX XXX XXX Report Report XXX 2/discharge GrabTotal Silver* XXX XXX XXX Report Report XXX 2/discharge Grab*See Part C, Condition No. 25Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the emergency overflow.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-159PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. OO. For Outfall030, Latitude40°31’ 30.00”,Longitude79°12’ 58.00”,River Mile Index0.5,Stream Code44033Discharging to Unnamed Tributary to Muddy Runwhich receives wastewater from Sedimentation Basin5 principal outlet (uncontaminated storm water runoff from the coal combustion waste landfill area)1. The permittee is authorized to discharge duringthe period from Permit Amendment Effective Date through three years after Permit Amendment EffectiveDate.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 1/week MeasuredpH (S.U.) XXX XXX 6.0 XXX XXX 9.0 1/week GrabTotal Suspended Solids XXX XXX XXX 30 60 XXX 1/weekGrabTotal Dissolved Solids XXX XXX XXX Report Report XXX 1/week GrabTotal Aluminum XXX XXX XXX Report Report XXX 1/weekGrabTotal Iron XXX XXX XXX Report Report XXX 1/week GrabTotal Manganese XXX XXX XXX Report Report XXX 1/week GrabSee Part C, Condition No. 23Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at sedimentation basin principal outlet3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-160PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. PP. For Outfall030, Latitude40°31’ 30.00”,Longitude79°12’ 58.00”,River Mile Index0.5,Stream Code44033Discharging to Unnamed Tributary to Muddy Runwhich receives wastewater from Sedimentation Basin5 principal outlet (uncontaminated storm water runoff from the coal combustion waste landfill area)1. The permittee is authorized to discharge duringthe period from three years after Permit AmendmentEffective Date through Permit Renewal EffectiveDate.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 1/week MeasuredpH (S.U.) XXX XXX 6.0 XXX XXX 9.0 1/week GrabTotal Suspended Solids XXX XXX XXX 30 60 XXX 1/weekGrabTotal Dissolved Solids XXX XXX XXX Report Report XXX 1/week GrabTotal Aluminum* XXX XXX XXX 0.48 0.75 XXX 1/week GrabTotal Iron* XXX XXX XXX 1.50 2.34 XXX 1/week GrabTotal Manganese* XXX XXX XXX 0.64 1.00 XXX 1/week Grab**See Part C, Condition No. 24See Part C, Condition No. 23Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at sedimentation basin principal outlet3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-161PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. QQ. For Outfall031,Latitude40°31’ 30.00”,Longitude79°12’ 57.00”,River Mile Index0.5,Stream Code44033Discharging to Unnamed Tributary to Muddy Runwhich receives wastewater from Sedimentation Basin5 Emergency Overflow1. The permittee is authorized to discharge duringthe period from Permit Amendment Effective Date through three years after Permit Amendment EffectiveDate.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoringRequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 2/discharge EstimatepH (S.U.) XXX XXX 6.0 XXX XXX 9.0 2/discharge GrabTotal Suspended Solids XXX XXX XXX 30 60 XXX 2/discharge GrabTotal Dissolved Solids XXX XXX XXX Report Report XXX 2/discharge GrabTotal Aluminum XXX XXX XXX Report Report XXX 2/discharge GrabTotal Iron XXX XXX XXX Report Report XXX 2/discharge GrabTotal Manganese XXX XXX XXX Report Report XXX 2/discharge GrabSamples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the emergency overflow3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-162PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. RR. For Outfall031,Latitude40°31’ 30.00”,Longitude79°12’ 57.00”,River Mile Index0.5,Stream Code44033Discharging to Unnamed Tributary to Muddy Runwhich receives wastewater from Sedimentation Basin5 Emergency Overflow1. The permittee is authorized to discharge duringthe period from three years after Permit AmendmentEffective Date through Permit Renewal EffectiveDate.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 2/discharge EstimatepH (S.U.) XXX XXX 6.0 XXX XXX 9.0 2/discharge GrabTotal Suspended Solids XXX XXX XXX 30 60 XXX 2/discharge GrabTotal Dissolved Solids XXX XXX XXX Report Report XXX 2/discharge GrabTotal Aluminum XXX XXX XXX 0.48 0.75 XXX 2/discharge GrabTotal Iron XXX XXX XXX 1.50 2.34 XXX 2/discharge GrabTotal Manganese XXX XXX XXX 0.64 1.00 XXX 2/discharge GrabSamples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the emergency overflow3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-163PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. SS. For Outfall032,Latitude40°31’ 47.00”,Longitude79°12’ 58.00”,River Mile Index0.25,Stream Code44033Discharging to Unnamed Tributary to Muddy Runwhich receives wastewater from Sedimentation Basin4 principal outlet (uncontaminated storm water runoff from the coal combustion waste landfill area)1. The permittee is authorized to discharge duringthe period from Permit Amendment Effective Date through three years after Permit Amendment EffectiveDate.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 1/week MeasuredpH (S.U.) XXX XXX 6.0 XXX XXX 9.0 1/week GrabTotal Suspended Solids XXX XXX XXX 30 60 XXX 1/weekGrabTotal Dissolved Solids XXX XXX XXX Report Report XXX 1/week GrabTotal Aluminum XXX XXX XXX Report Report XXX 1/weekGrabTotal Iron XXX XXX XXX Report Report XXX 1/week GrabTotal Manganese XXX XXX XXX Report Report XXX 1/week GrabSee Part C, Condition No. 23Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at sedimentation basin principal outlet3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-164PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. TT. For Outfall032,Latitude40°31’ 47.00”,Longitude79°12’ 58.00”,River Mile Index0.25,Stream Code44033Discharging to Unnamed Tributary to Muddy Runwhich receives wastewater from Sedimentation Basin4 principal outlet (uncontaminated storm water runoff from the coal combustion waste landfill area)1. The permittee is authorized to discharge duringthe period from three years after Permit AmendmentEffective Date through Permit Renewal EffectiveDate.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report Report XXX XXX XXX 1/weekMeasuredpH (S.U.) XXX XXX 6.0 XXX XXX 9.0 1/week GrabTotal Suspended Solids XXX XXX XXX 30 60 XXX 1/weekGrabTotal Dissolved Solids XXX XXX XXX Report Report XXX 1/week GrabTotal Aluminum* XXX XXX XXX 0.48 0.75 XXX 1/week GrabTotal Iron* XXX XXX XXX 1.50 2.34 XXX 1/week GrabTotal Manganese* XXX XXX XXX 0.64 1.00 XXX 1/week Grab*See Part C, Condition No. 24See Part C, Condition No. 23Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at sedimentation basin principal outlet3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-165PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. UU. For Outfall033,Latitude40°31’ 47.00”,Longitude79°12’ 57.00”,River Mile Index0.25,Stream Code44033Discharging to Unnamed Tributary to Muddy Runwhich receives wastewater from Sedimentation Basin4 Emergency Overflow1. The permittee is authorized to discharge duringthe period from Permit Amendment Effective Date through three years after Permit Amendment EffectiveDate.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 2/discharge EstimatepH (S.U.) XXX XXX 6.0 XXX XXX 9.0 2/discharge GrabTotal Suspended Solids XXX XXX XXX 30 60 XXX 2/discharge GrabTotal Dissolved Solids XXX XXX XXX Report Report XXX 2/discharge GrabTotal Aluminum XXX XXX XXX Report Report XXX 2/discharge GrabTotal Iron XXX XXX XXX Report Report XXX 2/discharge GrabTotal Manganese XXX XXX XXX Report Report XXX 2/discharge GrabSamples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the emergency overflow3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-166PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. VV. For Outfall033,Latitude40°31’ 47.00”,Longitude79°12’ 57.00”,River Mile Index0.25,Stream Code44033Discharging to Unnamed Tributary to Muddy Runwhich receives wastewater from Sedimentation Basin4 Emergency Overflow1. The permittee is authorized to discharge duringthe period from three years after Permit AmendmentEffective Date through Permit Renewal EffectiveDate.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 2/discharge EstimatepH (S.U.) XXX XXX 6.0 XXX XXX 9.0 2/discharge GrabTotal Suspended Solids XXX XXX XXX 30 60 XXX 2/discharge GrabTotal Dissolved Solids XXX XXX XXX Report Report XXX 2/discharge GrabTotal Aluminum XXX XXX XXX 0.48 0.75 XXX 2/discharge GrabTotal Iron XXX XXX XXX 1.50 2.34 XXX 2/discharge GrabTotal Manganese XXX XXX XXX 0.64 1.00 XXX 2/discharge GrabSamples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the emergency overflow3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-167PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. WW. For Outfall006,Latitude40°30’ 31.00”,Longitude79°11’ 52.00”,River Mile Index0.68,Stream Code44076Discharging to Unnamed Tributary of Two Lick Creekwhich receives wastewater from Construction desilting basin and storm water runoff from south side ofUnit #31. The permittee is authorized to discharge duringthe period from Permit Effective Date through Permit Expiration Date.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumSee Part C, Condition No. 11.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-168PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. XX. For Outfall009,Latitude40°30’ 45.00”,Longitude79°11’ 53.00”,River Mile Index1.0,Stream Code44076Discharging to Unnamed Tributary of Two Lick Creekwhich receives wastewater from storm water runofffrom the north and south areas of the Unit 3 FGD scrubber area1. The permittee is authorized to discharge duringthe period from Permit Effective Date through Permit Expiration Date.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumSee Part C, Condition No. 11.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-169PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. YY. For Outfall017,Latitude40°30’ 57.00”,Longitude79°11’ 36.00”,River Mile Index0.77,Stream Code44075Discharging to Unnamed Tributary of Two Lick Creekwhich receives wastewater from storm water runofffrom substation area1. The permittee is authorized to discharge duringthe period from Permit Effective Date through Permit Expiration Date.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumSee Part C, Condition No. 11.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-170PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. ZZ. For Outfall019,Latitude40°30’ 55.00”,Longitude79°11’ 36.00”,River Mile Index0.77,Stream Code44075Discharging to Unnamed Tributary of Two Lick Creekwhich receives wastewater from storm water runofffrom parking lot and roof drains at manhole N-131. The permittee is authorized to discharge duringthe period from Permit Effective Date through Permit Expiration Date.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumSee Part C, Condition No. 11.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-171PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. AAA. For Outfall021,Latitude40°30’ 49.00”,Longitude79°11’ 01.00”,River Mile Index0.18,Stream Code44080Discharging to Cherry Runwhich receives wastewater from make-up clarifier areas storm water runoff to Cherry Run1. The permittee is authorized to discharge duringthe period from Permit Effective Date through Permit Expiration Date.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumSee Part C, Condition No. 11.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-172PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. BBB. For Outfall022,Latitude40°30’ 30.00”,Longitude79°11’ 27.00”,River Mile Index0.38,Stream Code44075Discharging to Unnamed Tributary of Two Lick Creekwhich receives wastewater from storm water runoffby Power Plant Road at the bottom of King’s Hill1. The permittee is authorized to discharge duringthe period from Permit Effective Date through Permit Expiration Date.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumSee Part C, Condition No. 11.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-173PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. CCC. For Outfall024,Latitude40°30’ 51.00”,Longitude79°11’ 57.00”,River Mile Index1.15,Stream Code44076Discharging to Unnamed Tributary of Two Lick Creekwhich receives wastewater from storm water runoffat Power Plant Road by ash recycle overflow1. The permittee is authorized to discharge duringthe period from Permit Effective Date through Permit Expiration Date.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumSee Part C, Condition No. 11.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-174PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. DDD. For Outfall025,Latitude40°30’ 50.00”,Longitude79°11’ 35.00”,River Mile Index0.77,Stream Code44075Discharging to Unnamed Tributary of Two Lick Creekwhich receives wastewater from storm water runofffrom industrial waste treatment area1. The permittee is authorized to discharge duringthe period from Permit Amendment Effective Date through three years after Permit Amendment EffectiveDate.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumSee Part C, Condition No. 11.3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-175PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. EEE. For Outfall026,Latitude40°30’ 46.00”,Longitude79°11’ 32.00”,River Mile Index0.90,Stream Code44075Discharging to Unnamed Tributary of Two Lick Creekwhich receives wastewater from storm water runofffrom Units #1 and #2 cooling tower area and internal outfalls 126 and 2261. The permittee is authorized to discharge duringthe period from Permit Amendment Effective Date through three years after Permit Amendment ExpirationDate.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 1/week MeasuredpH (S.U.) XXXXXX 6.0 XXX XXX 9.0 1/week GrabTotal Dissolved Solids XXX XXX XXX Report Report XXX 1/week GrabTotal Aluminum XXX XXX XXX Report Report XXX 1/weekGrabTotal Iron XXX XXX XXX Report Report XXX 1/week GrabTotal Manganese XXX XXX XXX Report Report XXX 1/week GrabSamples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the outfall3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-176PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. FFF. For Outfall026,Latitude40°30’ 46.00”,Longitude79°11’ 32.00”,River Mile Index0.90,Stream Code44075Discharging to Unnamed Tributary of Two Lick Creekwhich receives wastewater from storm water runofffrom Units #1 and #2 cooling tower area and internal outfalls 126 and 2261. The permittee is authorized to discharge duringthe period from three years after Permit AmendmentEffective Date through Permit Renewal EffectiveDate.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumFlow (MGD) Report Report XXX XXX XXX XXX 1/week MeasuredpH (S.U.) XXX XXX 6.0 XXX XXX 9.0 1/week GrabTotal Dissolved SolidsXXX XXX XXX Report Report XXX 1/week GrabTotal Aluminum* XXX XXX XXX 0.48 0.75 XXX 1/week GrabTotal Iron* XXX XXX XXX 1.50 2.34 XXX 1/week GrabTotal Manganese* XXX XXX XXX 0.64 1.00 XXX 1/week Grab*See Part C, Condition No. 24Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):at the outfall3800-PM-WSFR0011 Rev. 11/2011PermitPermit No. PA0005037 A-177PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKEEPING AND REPORTING REQUIREMENTSI. GGG. For Outfall028,Latitude40°30’ 41.00”,Longitude79°11’ 52.00”,River Mile Index0.8,Stream Code44076Discharging to Unnamed Tributary of Two Lick Creekwhich receives wastewater from storm water runoff/emergency overflows from limestone storage area1. The permittee is authorized to discharge duringthe period from Permit Effective Date through Permit Expiration Date.2. Based on the anticipated wastewater characteristics and flows described in the permit application and its supporting documents and/or amendments, thefollowing effluent limitations and monitoring requirements apply (see also Additional Requirements, Footnotes and Supplemental Information).ParameterEffluent LimitationsMonitoring RequirementsMass Units (lbs/day)(1)Concentrations (mg/L)Minimum(2)MeasurementFrequencyRequiredSampleTypeAverageMonthlyDailyMaximum MinimumAverageMonthlyDailyMaximumInstant.MaximumSee Part C, Condition No. 11.

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78 PART A - EFFLUENT LIMITATIONS, MONITORING, RECORDKE EPING AND REPORTING REQUIREMENTS

(Continued)

Additional Requirements

The permittee may not discharge:

1. Floating solids, scum, sheen or substances that result in observed deposits in the receiving water. (25 Pa

Code 92a.41(c))

2. Oil and grease in amounts that cause a film or s heen upon or discoloration of the waters of this

Commonwealth or adjoining shoreline, or that exceed 15 mg/l as a daily average or 30 mg/l at any time (or

lesser amounts if specified in this permit). (25 P a. Code 92a.47(a)(7) and 95.2(2))

3. Substances in concentration or amounts sufficien t to be inimical or harmful to the water uses to be protected

or to human, animal, plant or aquatic life. (25 Pa Code 93.6(a))

4. Foam or substances that produce an observed chan ge in the color, taste, odor or turbidity of the re ceiving

water, unless those conditions are otherwise contro lled through effluent limitations or other requirem ents in

this permit. (25 Pa Code 92a.41(c))

Footnotes

(1) When sampling to determine compliance with mass effluent limitations, the discharge flow at the ti me of sampling

must be measured and recorded.

(2) This is the minimum number of sampling events r equired. Permittees are encouraged, and it may be

advantageous in demonstrating compliance, to perfor m more than the minimum number of sampling events.

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79 II. DEFINITIONS

At Outfall (XXX) means a sampling location in outfall line XXX belo w the last point at which wastes are added

to outfall line (XXX), or where otherwise specified

.

Average refers to the use of an arithmetic mean, unless ot herwise specified in this permit. (40 CFR

122.41(l)(4)(iii))

Best Management Practices (BMPs) means schedules of activities, prohibitions of practices, maintenance

procedures and other management practices to preven t or reduce the pollution to surface waters of the

Commonwealth. BMPs also include treatment requirem ents, operating procedures and practices to control

plant site runoff, spillage or leaks, sludge or was te disposal, or drainage from raw material storage. (25 Pa.

Code 92a.2)

Bypass means the intentional diversion of waste streams f rom any portion of a treatment facility. (40 CFR

122.41(m)(1)(i))

Calendar Week

is defined as the seven consecutive days from Sund ay through Saturday, unless the permittee

has been given permission by DEP to provide weekly data as Monday through Friday based on showing

excellent performance of the facility and a history of compliance. In cases when the week falls in two separate

months, the month with the most days in that week s hall be the month for reporting.

Clean Water Act means the Federal Water Pollution Control Act, as a mended. (33 U.S.C.A. §§1251 to 1387).

Chemical Additive means the chemicals that are used to control corros ion, algae, slime, fouling, oxygen or

other blow down discharges in systems within a faci lity that might be present in its wastewater discha rge.

Other chemicals that would be included in this cate gory include by are not limited to polymers, water softeners,

flocculants, coagulants, emulsion breakers, dispers ants, other oxygen scavenger or possible known

carcinogens.

Composite Sample

(for all except GC/MS volatile organic analysis) m eans a combination of individual samples

(at least eight for a 24-hour period or four for an 8-hour period) of at least 100 milliliters (mL) ea ch obtained at

spaced time intervals during the compositing period . The composite must be flow-proportional; either the

volume of each individual sample is proportional to discharge flow rates, or the sampling interval is proportional

to the flow rates over the time period used to prod uce the composite. (EPA Form 2C)

Composite Sample

(for GC/MS volatile organic analysis) consists of at least four aliquots or grab samples

collected during the sampling event (not necessaril y flow proportioned). The samples must be combined in the

laboratory immediately before analysis and then one analysis is performed. (EPA Form 2C)

Daily Average Temperature means the average of all temperature measurements made, or the mean value

plot of the record of a continuous automated temper ature recording instrument, either during a calenda r day or

during the operating day if flows are of a shorter duration.

Daily Discharge

means the discharge of a pollutant measured during a calendar day or any 24-hour period that

reasonably represents the calendar day for purposes of sampling. For pollutants with limitations expr essed in

units of mass, the "daily discharge" is calculated as the total mass of the pollutant discharged over the day.

For pollutants with limitations expressed in other units of measurement, the "daily discharge" is calc ulated as

the average measurement of the pollutant over the d ay. (25 Pa. Code 92a.2 and 40 CFR 122.2)

Daily Maximum Discharge Limitation means the highest allowable "daily discharge."

Discharge Monitoring Report (DMR) means the DEP or EPA supplied form(s) for th e reporting of selfmonitoring results by the permittee. (25 Pa. Code 9 2a.2 and 40 CFR 122.2)

Estimated Flow

means any method of liquid volume measurement base d on a technical evaluation of the

sources contributing to the discharge including, bu t not limited to, pump capabilities, water meters a nd batch

discharge volumes.

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80 Geometric Mean

means the average of a set of n sample results giv en by the nth root of their product.

Grab Sample

means an individual sample of at least 100 mL coll ected at a randomly selected time over a

period not to exceed 15 minutes. (EPA Form 2C)

Hazardous Substance

means any substance designated under 40 CFR Part 1 16 pursuant to Section 311 of

the Clean Water Act. (40 CFR 122.2)

Hauled-In Wastes

means any waste that is introduced into a treatmen t facility through any method other than a

direct connection to the sewage collection system. The term includes wastes transported to and dispos ed of

within the treatment facility or other entry points within the collection system.

Immersion Stabilization (i-s) means a calibrated device is immersed in the wastewater until the reading is

stabilized.

Instantaneous Maximum Effluent Limitation means the highest allowable discharge of a concentr ation or mass

of a substance at any one time as measured by a gra b sample. (25 Pa. Code 92a.2)

Measured Flow

means any method of liquid volume measurement, the accuracy of which has been previously

demonstrated in engineering practice, or for which a relationship to absolute volume has been obtained

.

Monthly Average Discharge Limitation means the highest allowable average of "daily disc harges" over a

calendar month, calculated as the sum of all "daily discharges" measured during a calendar month divid ed by

the number of "daily discharges" measured during th at month. (25 Pa. Code 92a.2)

Non-contact Cooling Water means water used to reduce temperature which does not come in direct contact

with any raw material, intermediate product, waste product (other than heat), or finished product.

Severe Property Damage means substantial physical damage to property, dam age to the treatment facilities

that causes them to become inoperable, or substanti al and permanent loss of natural resources that can

reasonably be expected to occur in the absence of a bypass. Severe property damage does not mean

economic loss caused by delays in production. (40 C FR 122.41(m)(1)(ii))

Stormwater

means the runoff from precipitation, snow melt run off, and surface runoff and drainage. (25 Pa.

Code 92a.2)

Stormwater Associated With Industrial Activity means the discharge from any conveyance that is us ed for

collecting and conveying stormwater and that is dir ectly related to manufacturing, processing, or raw materials

storage areas at an industrial plant, and as define d at 40 CFR 122.26(b)(14) (i) - (ix) & (xi) and 25 Pa. Code

92a.2.

Total Dissolved Solids means the total dissolved (filterable) solids as d etermined by use of the method

specified in 40 CFR Part 136.

Toxic Pollutant

means those pollutants, or combinations of polluta nts, including disease-causing agents, which

after discharge and upon exposure, ingestion, inhal ation or assimilation into any organism, either dir ectly from

the environment or indirectly by ingestion through food chains may, on the basis of information availa ble to

DEP cause death, disease, behavioral abnormalities, cancer, genetic mutations, physiological malfuncti ons,

including malfunctions in reproduction, or physical deformations in these organisms or their offspring . (25 Pa.

Code 92a.2)

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81 III. SELF-MONITORING, REPORTING AND RECORDKEEPING

A. Representative Sampling (40 CFR 122.4(j)(1))

1. Samples and measurements taken for the purpose o f monitoring shall be representative of the

monitored activity.

2. Records Retention (40 CFR 122.41(j)(2))

Except for records of monitoring information requir ed by this permit related to the permittee's sludge

use and disposal activities which shall be retained for a period of at least 5 years, all records of

monitoring activities and results (including all or iginal strip chart recordings for continuous monito ring

instrumentation and calibration and maintenance rec ords), copies of all reports required by this permi t,

and records of all data used to complete the applic ation for this permit shall be retained by the

permittee for 3 years from the date of the sample m easurement, report or application, unless a longer

retention period is required by the permit. The 3- year period shall be extended as requested by DEP

or the EPA Regional Administrator.

3. Recording of Results (40 CFR 122.41(j)(3))

For each measurement or sample taken pursuant to th e requirements of this permit, the permittee

shall record the following information:

a. The exact place, date and time of sampling or me asurements.

b. The person(s) who performed the sampling or meas urements.

c. The date(s) the analyses were performed.

d. The person(s) who performed the analyses.

e. The analytical techniques or methods used; and t he associated detection level.

f. The results of such analyses.

4. Test Procedures (40 CFR 122.41(j)(4))

Facilities that test or analyze environmental sampl es used to demonstrate compliance with this permit

shall be in compliance with laboratory accreditatio n requirements of Act 90 of 2002 (27 Pa. C.S.

§§4101-4113) and 25 Pa. Code Chapter 252, relating to environmental laboratory accreditation.

Unless otherwise specified in this permit, the test procedures for the analysis of pollutants shall be

those approved under 40 CFR Part 136 (or in the cas e of sludge use or disposal, approved under 40

CFR Part 136, unless otherwise specified in 40 CFR Part 503 or Subpart J of 25 Pa. Code Chapter

271), or alternate test procedures approved pursuan t to those parts, unless other test procedures have

been specified in this permit.

5. Quality/Assurance/Control

In an effort to assure accurate self-monitoring ana lyses results:

a. The permittee, or its designated laboratory, sha ll participate in the periodic scheduled quality

assurance inspections conducted by DEP and EPA. (40 CFR 122.41(e), 122.41(i)(3))

b. The permittee, or its designated laboratory, sha ll develop and implement a program to assure the

quality and accurateness of the analyses performed to satisfy the requirements of this permit, in

accordance with 40 CFR Part 136. (40 CFR 122.41(j)( 4))

B. Reporting of Monitoring Results

1. The permittee shall effectively monitor the oper ation and efficiency of all wastewater treatment an d

control facilities, and the quantity and quality of the discharge(s) as specified in this permit. (40 CFR

122.41(e),122.44(i)(1))

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82 2. Unless instructed otherwise in Part C of this pe rmit, properly completed DMR(s) must be received by

the agency(ies) below within 28 days after the end of each reporting period. The permittee shall

complete all Supplemental Reporting forms (Suppleme ntal DMRs) provided by DEP in this permit (or

an approved equivalent), and submit the signed, com pleted forms as an attachment to the DMR(s). If

the permittee elects to use DEP’s electronic DMR (e DMR) system, one electronic submission may be

made for DMRs and Supplemental DMRs. If paper form s are used, the completed forms shall be

mailed to:

a

Department of Environmental Protection

Clean Water Program

400 Waterfront Drive

Pittsburgh, PA 15222-4745

NPDES Enforcement Branch (3WP42)

Office of Permits & Enforcement

Water Protection Division

U.S. EPA - Region III

1650 Arch Street

Philadelphia, PA 19103-2029

3. If the permittee elects to begin using DEP's eDM R system to submit DMRs required by the permit, the

permittee shall, to assure continuity of business o perations, continue using the eDMR system to

submit all DMRs and Supplemental Reports required b y the permit, unless the following steps are

completed to discontinue use of eDMR:

a. The permittee shall submit written notification to the regional office that issued the permit that it

intends to discontinue use of eDMR. The notificatio n shall be signed by a principal executive

officer or authorized agent of the permittee.

b. The permittee shall continue using eDMR until th e permittee receives written notification from

DEP's Central Office that the facility has been rem oved from the eDMR system, and electronic

report submissions are no longer expected.

4. The completed DMR Form shall be signed and certi fied by either of the following applicable persons,

as defined in 25 Pa. Code 92a.22:

- For a corporation - by a principal executive offi cer of at least the level of vice president, or an

authorized representative, if the representative is responsible for the overall operation of the facil ity

from which the discharge described in the NPDES for m originates.

- For a partnership or sole proprietorship - by a g eneral partner or the proprietor, respectively.

- For a municipality, state, federal or other publi c agency - by a principal executive officer or rank ing

elected official.

If signed by a person other than the above, written notification of delegation of DMR signatory author ity

must be submitted to DEP in advance of or along wit h the relevant DMR form. (40 CFR 122.22(b))

5. If the permittee monitors any pollutant at monit oring points as designated by this permit, using

analytical methods described in Part A III.A.4. her ein, more frequently than the permit requires, the

results of this monitoring shall be incorporated, a s appropriate, into the calculations used to report selfmonitoring data on the DMR. (40 CFR 122.41(l)(4)( ii))

C. Reporting Requirements

1. Planned Changes to Physical Facilities – The per mittee shall give notice to DEP as soon as possible of

any planned physical alterations or additions to th e permitted facility. A permit under 25 Pa. Code

Chapter 91 may be required for these situations pri or to implementing the planned changes. A permit

application, or other written submission to DEP, ca n be used to satisfy the notification requirements of

this section. Notice is required when:

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83 a. The alteration or addition to a permitted facili ty may meet one of the criteria for determining

whether a facility is a new source in 40 CFR §122.2 9(b). (40 CFR 122.41(l)(1)(i))

b. The alteration or addition could significantly c hange the nature or increase the quantity of

pollutants discharged. This notification applies t o pollutants which are not subject to effluent

limitations in this permit. (40 CFR 122.41(l)(1)(i i))

c. The alteration or addition results in a signific ant change in the permittee's sludge use or disposa l

practices, and such alteration, addition, or change may justify the application of permit conditions

that are different from or absent in the existing p ermit, including notification of additional use or

disposal sites not reported during the permit appli cation process or not reported pursuant to an

approved land application plan. (40 CFR 122.41(l)( 1)(iii))

d. The planned change may result in noncompliance w ith permit requirements. (40 CFR 122.41(l)(2))

e. The facility is proposing an expansion or modifi cations to its treatment processes. (25 Pa. Code

92a.24(a))

1. Planned Changes to Waste Stream – Under the auth ority of 25 Pa. Code 92a.24(a), the permittee shall

provide notice to DEP as soon as possible but no la ter than 45 days prior to any changes in the

volume or pollutant concentration of its influent w aste stream as a result of indirect discharges or

hauled-in wastes, as specified in paragraphs 2.a. a nd 2.b., below. Notice shall be provided on the

“Planned Changes to Waste Stream” Supplemental Repo rt (3800-FM-WSFR0482), available on DEP’s

web site. The permittee shall provide information on the quality and quantity of waste introduced int o

the facility, and any anticipated impact of the cha nge on the quantity or quality of effluent to be

discharged from the facility. The Report shall be sent via Certified Mail or other means to confirm

DEP’s receipt of the notification. DEP will determ ine if the submission of a new application and rece ipt

of a new or amended permit is required.

a. Introduction of New Pollutants (25 Pa. Code 92a. 24(a))

New pollutants are defined as parameters that meet one or more of the following criteria:

(i) Were not detected in the facilities’ influent w aste stream as reported in the permit application,

or were otherwise not analyzed in the influent and reported to DEP prior to permit issuance;

(ii) Have not been previously approved to be includ ed in the permittee’s influent waste stream by

DEP in writing.

The permittee shall provide notification of the in troduction of new pollutants in accordance with

paragraph 2 above. The permittee may not authorize the introduction of new pollutants until the

permittee receives DEP’s written approval.

b. Increased Loading of Approved Pollutants (25 Pa. Code 92a.24(a))

Approved pollutants are defined as parameters that meet one or more of the following criteria:

(i) Were detected in the facilities’ influent waste stream as reported in the permittee’s permit

application or were otherwise analyzed and reported to DEP prior to permit issuance;

(ii) Have an effluent limitation or monitoring requ irement in this permit;

(iii) Have been previously approved for the permitt ee’s influent waste stream by DEP in writing.

The permittee shall provide notification of the in troduction of increased influent loading (lbs/day) of

approved pollutants in accordance with paragraph 2 above when (1) the cumulative increase in

influent loading (lbs/day) exceeds 10% of the maxim um loading reported in the permit application,

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84 or a loading previously approved by DEP, or (2) may cause an exceedance in the effluent of

Effluent Limitation Guidelines (ELGs) or limitation s in Part A of this permit, or (3) may cause

interference or pass through at the facility, or (4 ) may cause exceedances of the applicable water

quality standards in the receiving stream. Unless specified otherwise in this permit, if DEP does

not respond to the notification within 30 days of i ts receipt, the permittee may proceed with the

increase in loading. The acceptance of increased l oading of approved pollutants may not result in

an exceedance of ELGs or effluent limitations and m ay not cause exceedances of the applicable

water quality standards in the receiving stream.

3. Reporting Requirements for Hauled-In Wastes

a. Receipt of Residual Waste

(i) The permittee shall document the receipt of all hauled-in residual wastes (including but not

limited to wastewater from oil and gas wells, food processing waste, and landfill leachate)

received for processing at the treatment facility. The permittee shall report hauled-in residual

wastes on a monthly basis to DEP on the “Hauled In Residual Wastes” Supplemental Report

(3800-FM-WSFR0450) as an attachment to the DMR. If no residual wastes were received

during a month, submission of the Supplemental Repo rt is not required.

The following information is required by the Supple mental Report. The information used to

develop the Report shall be retained by the permitt ee for five years from the date of receipt

and must be made available to DEP or EPA upon reque st.

(1) The dates that residual wastes were received.

(2) The volume (gallons) of wastes received.

(3) The license plate number of the vehicle transpo rting the waste to the treatment facility.

(4) The permit number(s) of the well(s) where resid ual wastes were generated, if applicable.

(5) The name and address of the generator of the re sidual wastes.

(6) The type of wastewater.

(7) Documentation of whether or not a chemical anal ysis of the residual wastes were reported

on a Residual Waste Form 26R, or a separate waste c haracterization using the

parameters from Form 26R.

The transporter of residual waste must maintain the se and other records as part of the daily

operational record (25 Pa. Code 299.219). If the t ransporter is unable to provide this

information, the residual wastes shall not be accep ted by the permittee until such time as the

transporter is able to provide the required informa tion.

(ii) The following conditions apply to the characte rization of residual wastes received by the

permitted treatment facility:

(1) The permitted facility must receive and maintai n on file a characterization of the residual

wastes it receives from the generator, as required by 25 Pa. Code 287.54. The

characterization shall conform to the Bureau of Was te Management’s Form 26R except as

noted in paragraph (2), below. Each load of residu al waste received must be

characterized accordingly.

(2) For wastewater generated from hydraulic fractur ing operations (“frac wastewater”) within

the first 30 production days of a well site, the ch aracterization may be a general frac

wastewater characterization approved by DEP. There after, the characterization must be

waste-specific and reported on the Form 26R.

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85 b. Receipt of Municipal Waste

(i) The permittee shall document the receipt of all hauled-in municipal wastes (including but not

limited to septage and liquid sewage sludge) receiv ed for processing at the treatment facility.

The permittee shall report hauled-in municipal wast es on a monthly basis to DEP on the

“Hauled In Municipal Wastes” Supplemental Report (3 800-FM-WSFR0437) as an attachment

to the DMR. If no municipal wastes were received d uring a month, submission of the

Supplemental Report is not required.

The following information is required by the Supple mental Report:

(1) The dates that municipal wastes were received.

(2) The volume (gallons) of wastes received.

(3) The BOD 5 

# concentration (mg/l) and load (lbs) for the wastes received.

(4) The location(s) where wastes were disposed of w ithin the treatment facility.

(ii) Sampling and analysis of hauled-in municipal w astes must be completed to characterize the

organic strength of the wastes, unless composite sa mpling of influent wastewater is performed

at a location downstream of the point of entry for the wastes.

4. Unanticipated Noncompliance or Potential Polluti on Reporting

a. Immediate Reporting - The permittee shall immedi ately report any incident causing or threatening

pollution in accordance with the requirements of 25 Pa. Code Sections 91.33 and 92a.41(b).

(i) If, because of an accident, other activity or i ncident a toxic substance or another substance

which would endanger users downstream from the disc harge, or would otherwise result in

pollution or create a danger of pollution or would damage property, the permittee shall

immediately notify DEP by telephone of the location and nature of the danger. Oral notification

to the Department is required as soon as possible, but no later than 4 hours after the permittee

becomes aware of the incident causing or threatenin g pollution.

(ii) If reasonably possible to do so, the permittee shall immediately notify downstream users of the

waters of the Commonwealth to which the substance w as discharged. Such notice shall

include the location and nature of the danger.

(iii) The permittee shall immediately take or cause to be taken steps necessary to prevent injury to

property and downstream users of the waters from po llution or a danger of pollution and, in

addition, within 15 days from the incident, shall r emove the residual substances contained

thereon or therein from the ground and from the aff ected waters of this Commonwealth to the

extent required by applicable law.

b. The permittee shall report any noncompliance whi ch may endanger health or the environment in

accordance with the requirements of 40 CFR 122.41(l )(6). These requirements include the

following obligations:

(i) 24 Hour Reporting - The permittee shall orally report any noncompliance with this permit which

may endanger health or the environment within 24 ho urs from the time the permittee becomes

aware of the circumstances. The following shall be included as information which must be

reported within 24 hours under this paragraph:

(1) Any unanticipated bypass which exceeds any eff luent limitation in the permit;

(2) Any upset which exceeds any effluent limitatio n in the permit; and

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86 (3) Violation of the maximum daily discharge limita tion for any of the pollutants listed in the

permit as being subject to the 24-hour reporting re quirement. (40 CFR 122.44(g))

(ii) Written Report - A written submission shall al so be provided within 5 days of the time the

permittee becomes aware of any noncompliance which may endanger health or the

environment. The written submission shall contain a description of the noncompliance and its

cause; the period of noncompliance, including exact dates and times, and if the

noncompliance has not been corrected, the anticipat ed time it is expected to continue; and

steps taken or planned to reduce, eliminate, and pr event reoccurrence of the noncompliance.

(iii) Waiver of Written Report - DEP may waive the written report on a case-by-case basis if the

associated oral report has been received within 24 hours from the time the permittee becomes

aware of the circumstances which may endanger healt h or the environment. Unless such a

waiver is expressly granted by DEP, the permittee s hall submit a written report in accordance

with this paragraph. (40 CFR 122.41(l)(6)(iii))

5. Other Noncompliance

The permittee shall report all instances of noncomp liance not reported under paragraph C.4 of this

section or specific requirements of compliance sche dules, at the time DMRs are submitted, on the

Non-Compliance Reporting Form (3800-FM-WSFR0440). T he reports shall contain the information

listed in paragraph C.4.b.(ii) of this section. (40 CFR 122.41(l)(7))

D. Specific Toxic Pollutant Notification Levels (fo r Manufacturing, Commercial, Mining, and Silvicultu ral Direct

Dischargers) - The permittee shall notify DEP as so on as it knows or has reason to believe the followi ng:

(40 CFR 122.42(a))

1. That any activity has occurred, or will occur, w hich would result in the discharge of any toxic pol lutant

which is not limited in this permit, if that discha rge on a routine or frequent basis will exceed the

highest of the following "notification levels": (40 CFR 122.42(a)(1))

a. One hundred micrograms per liter.

b. Two hundred micrograms per liter for acrolein an d acrylonitrile.

c. Five hundred micrograms per liter for 2,4-dinitr ophenol and 2-methyl-4,6-dinitrophenol.

d. One milligram per liter for antimony.

e. Five times the maximum concentration value repor ted for that pollutant in this permit application.

f. Any other notification level established by DEP.

2. That any activity has occurred or will occur whi ch would result in any discharge, on a nonroutine o r

infrequent basis, of a toxic pollutant which is not limited in this permit, if that discharge will exc eed the

highest of the following "notification levels": (40 CFR 122.42(a)(2))

a. Five hundred micrograms per liter.

b. One milligram per liter for antimony.

c. Ten times the maximum concentration value report ed for that pollutant in the permit application.

d. Any other notification level established by DEP.

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87 PART B

I. MANAGEMENT REQUIREMENTS

A. Compliance Schedules (25 Pa. Code 92a.51 and 40 CFR 122.47(a))

1. The permittee shall achieve compliance with the terms and conditions of this permit within the time

frames specified in this permit.

2. The permittee shall submit reports of compliance or noncompliance, or progress reports as applicabl e,

for any interim and final requirements contained in this permit. Such reports shall be submitted no l ater

than 14 days following the applicable schedule date or compliance deadline. (40 CFR 122.47(a)(4))

B. Permit Modification, Termination, or Revocation and Reissuance

1. This permit may be modified, terminated, or revo ked and reissued during its term in accordance with

25 Pa. Code 92a.72 and 40 CFR 122.41(f).

2. The filing of a request by the permittee for a p ermit modification, revocation and reissuance, or

termination, or a notification of planned changes o r anticipated noncompliance, does not stay any

permit condition. (40 CFR 122.41(f))

3. In the absence of DEP action to modify or revoke and reissue this permit, the permittee shall compl y

with effluent standards or prohibitions established under Section 307(a) of the Clean Water Act for

toxic pollutants within the time specified in the r egulations that establish those standards or

prohibitions. (40 CFR 122.41(a)(1))

C. Duty to Provide Information

1. The permittee shall furnish to DEP, within a rea sonable time, any information which DEP may request

to determine whether cause exists for modifying, re voking and reissuing, or terminating this permit, o r

to determine compliance with this permit. (40 CFR 1 22.41(h))

2. The permittee shall furnish to DEP, upon request , copies of records required to be kept by this per mit.

(40 CFR 122.41(h))

3. Other Information - Where the permittee becomes aware that it failed to submit any relevant facts i n a

permit application, or submitted incorrect informat ion in a permit application or in any report to DEP , it

shall promptly submit the correct and complete fact s or information. (40 CFR 122.41(l)(8))

D. Proper Operation and Maintenance

The permittee shall at all times properly operate a nd maintain all facilities and systems of treatment and

control (and related appurtenances) which are insta lled or used by the permittee to achieve compliance

with the terms and conditions of this permit. Prop er operation and maintenance includes, but is not l imited

to, adequate laboratory controls including appropri ate quality assurance procedures. This provision a lso

includes the operation of backup or auxiliary facil ities or similar systems that are installed by the permittee,

only when necessary to achieve compliance with the terms and conditions of this permit. (40 CFR

122.41(e))

E. Duty to Mitigate

The permittee shall take all reasonable steps to mi nimize or prevent any discharge, sludge use or disp osal

in violation of this permit that has a reasonable l ikelihood of adversely affecting human health or th e

environment. (40 CFR 122.41(d))

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88 F. Bypassing

1. Bypassing Not Exceeding Permit Limitations - The permittee may allow a bypass to occur which does

not cause effluent limitations to be exceeded, but only if it also is for essential maintenance to ass ure

efficient operation. These bypasses are not subjec t to the provisions in paragraphs two, three and fo ur

of this section. (40 CFR 122.41(m)(2))

2. Other Bypassing - In all other situations, bypas sing is prohibited and DEP may take enforcement

action against the permittee for bypass unless:

a. A bypass is unavoidable to prevent loss of life, personal injury or "severe property damage." (40

CFR 122.41(m)(4)(i)(A))

b. There are no feasible alternatives to the bypass , such as the use of auxiliary treatment facilities

, retention of untreated wastes, or maintenance durin g normal periods of equipment downtime. This

condition is not satisfied if adequate backup equip ment should have been installed in the exercise

of reasonable engineering judgment to prevent a byp ass which occurred during normal periods of

equipment downtime or preventive maintenance. (40 C FR 122.41(m)(4)(i)(B))

c. The permittee submitted the necessary notice req uired in F.4.a. and b. below. (40 CFR 122.41(m)

(4)(i)(C))

3. DEP may approve an anticipated bypass, after con sidering its adverse effects, if DEP determines tha t

it will meet the conditions listed in F.2. above. ( 40 CFR 122.41(m)(4)(ii))

4. Notice

a. Anticipated Bypass – If the permittee knows in a dvance of the need for a bypass, it shall submit

prior notice, if possible, at least 10 days before the bypass. (40 CFR 122.41(m)(3)(i))

b. Unanticipated Bypass

(i) The permittee shall submit immediate notice of an unanticipated bypass causing or threatening

pollution. The notice shall be in accordance with P art A III.C.3.a.

(ii) The permittee shall submit oral notice of any other unanticipated bypass within 24 hours,

regardless of whether the bypass may endanger healt h or the environment or whether the

bypass exceeds effluent limitations. The notice sha ll be in accordance with Part A III.C.3.b.

II. PENALTIES AND LIABILITY

A. Violations of Permit Conditions

Any person violating Sections 301, 302, 306, 307, 3 08, 318 or 405 of the Clean Water Act or any permit

condition or limitation implementing such sections in a permit issued under Section 402 of the Act is

subject to civil, administrative and/or criminal pe nalties as set forth in 40 CFR §122.4l(a)(2).

Any person or municipality, who violates any provis ion of this permit; any rule, regulation or order o f DEP;

or any condition or limitation of any permit issued pursuant to the Clean Streams Law, is subject to c riminal

and/or civil penalties as set forth in Sections 602 , 603 and 605 of the Clean Streams Law.

B. Falsifying Information

Any person who does any of the following:

- Falsifies, tampers with, or knowingly renders ina ccurate any monitoring device or method required to

be maintained under this permit, or

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89 - Knowingly makes any false statement, representatio n, or certification in any record or other document

submitted or required to be maintained under this p ermit (including monitoring reports or reports of

compliance or noncompliance)

Shall, upon conviction, be punished by a fine and/o r imprisonment as set forth in 18 Pa.C.S.A § 4904 and

40 CFR §122.41(j)(5) and (k)(2).

C. Liability

Nothing in this permit shall be construed to reliev e the permittee from civil or criminal penalties fo r

noncompliance pursuant to Section 309 of the Clean Water Act or Sections 602, 603 or 605 of the Clean

Streams Law.

Nothing in this permit shall be construed to preclu de the institution of any legal action or to reliev e the

permittee from any responsibilities, liabilities or penalties to which the permittee is or may be subj ect to

under the Clean Water Act and the Clean Streams Law

.

D. Need to Halt or Reduce Activity Not a Defense

It shall not be a defense for the permittee in an e nforcement action that it would have been necessary to

halt or reduce the permitted activity in order to m aintain compliance with the conditions of this perm it. (40

CFR 122.41(c))

III. OTHER RESPONSIBILITIES

A. Right of Entry

Pursuant to Sections 5(b) and 305 of Pennsylvania's Clean Streams Law, and Title 25 Pa. Code Chapter

92 and 40 CFR §122.41(i), the permittee shall allow authorized representatives of DEP and EPA, upon th e

presentation of credentials and other documents as may be required by law:

1. To enter upon the permittee's premises where a r egulated facility or activity is located or conduct ed, or

where records must be kept under the conditions of this permit; (40 CFR 122.41(i)(1))

2. To have access to and copy, at reasonable times, any records that must be kept under the conditions

of this permit; (40 CFR 122.41(i)(2))

3. To inspect at reasonable times any facilities, e quipment (including monitoring and control equipmen t),

practices or operations regulated or required under this permit; and (40 CFR 122.41(i)(3))

4. To sample or monitor at reasonable times, for th e purposes of assuring permit compliance or as

otherwise authorized by the Clean Water Act or the Clean Streams Law, any substances or

parameters at any location. (40 CFR 122.41(i)(4))

B. Transfer of Permits

1. Transfers by modification. Except as provided i n paragraph 2 of this section, a permit may be

transferred by the permittee to a new owner or oper ator only if this permit has been modified or

revoked and reissued, or a minor modification made to identify the new permittee and incorporate such

other requirements as may be necessary under the Cl ean Water Act. (40 CFR 122.61(a))

2. Automatic transfers. As an alternative to trans fers under paragraph 1 of this section, any NPDES

permit may be automatically transferred to a new pe rmittee if:

a. The current permittee notifies DEP at least 30 d ays in advance of the proposed transfer date in

paragraph 2.b. of this section; (40 CFR 122.61(b)(1 ))

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90 b. The notice includes the appropriate DEP transfer form signed by the existing and new permittees

containing a specific date for transfer of permit r esponsibility, coverage and liability between them;

(40 CFR 122.61(b)(2))

c. DEP does not notify the existing permittee and t he proposed new permittee of its intent to modify

or revoke and reissue this permit, the transfer is effective on the date specified in the agreement

mentioned in paragraph 2.b. of this section; and (4 0 CFR 122.61(b)(3))

d. The new permittee is in compliance with existing DEP issued permits, regulations, orders and

schedules of compliance, or has demonstrated that a ny noncompliance with the existing permits

has been resolved by an appropriate compliance acti on or by the terms and conditions of the

permit (including compliance schedules set forth in the permit), consistent with 25 Pa. Code

92a.51 (relating to schedules of compliance) and ot her appropriate DEP regulations. (25 Pa. Code

92a.71)

3. In the event DEP does not approve transfer of th is permit, the new owner or controller must submit a

new permit application.

C. Property Rights

The issuance of this permit does not convey any pro perty rights of any sort, or any exclusive privileg e. (40

CFR 122.41(g))

D. Duty to Reapply

If the permittee wishes to continue an activity reg ulated by this permit after the expiration date of this

permit, the permittee must apply for a new permit. (40 CFR 122.41(b))

E. Other Laws

The issuance of this permit does not authorize any injury to persons or property or invasion of other private

rights, or any infringement of state or local law o r regulations.

IV. ANNUAL FEES

Permittees shall pay an annual fee in accordance wi th 25 Pa. Code § 92a.62. Annual fee amounts are

specified in the following schedule and are due on each anniversary of the effective date of the most recent

new or reissued permit. All flows identified in the schedule are annual average design flows. (25 Pa. Code 92a.

62)

Minor IW Facility without ELG (Effluent Limitation Guideline) $500

Minor IW Facility with ELG $1,500

Major IW Facility < 250 MGD (million gallons per da y) $5,000

Major IW Facility ≥ 250 MGD $25,000

IW Stormwater Individual Permit $1,000

CAAP (Concentrated Aquatic Animal Production Facili ty) $0

As of the effective date of this permit, the facili ty covered by the permit is classified in the follo wing fee

category: Major IW Facility <250 MGD

.

Invoices for annual fees will be mailed to permitte es approximately three months prior to the due date . In the

event that an invoice is not received, the permitte e is nonetheless responsible for payment. Througho ut a five

year permit term, permittees will pay four annual f ees followed by a permit renewal application fee in the last

year of permit coverage. Permittees may contact th e DEP at 717-787-6744 with questions related to ann ual

fees.

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91 Payment for annual fees shall be remitted to DEP at the address below by the anniversary date. Checks

should be made payable to the Commonwealth of Penns ylvania.

PA Department of Environmental Protection

Bureau of Point and Non-Point Source Management

Re: Chapter 92a Annual Fee

P.O. Box 8466

Harrisburg, PA 17105-8466

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92 PART C

OTHER REQUIREMENTS



# 1. In accordance with Part A.III.B of this permit, the permittee shall submit a copy of

the Discharge Monitoring Reports to each of the fol lowing:

Department of Environmental Protection

Water Management

400 Waterfront Drive

Pittsburgh, PA 15222-4745

U.S. EPA - Region III

NPDES Enforcement Branch (3WP42)

1650 Arch Street

Philadelphia, PA 19103-2029

Attn: Water Quality Specialist

Department of Environmental Protection

Cambria Office

286 Industrial Park Road

Ebensburg, PA 15931-4119

2. Effluent limitations, monitoring requirements, a nd other standard and special conditions

which relate to the discharge of pollutants authori zed by this permit and which are

contained in Water Quality Management Permit(s)

No. 368S039 issued on November 1, 1968

No. 3269201 issued on February 4, 1969

No. 3272203 issued on April 3, 1973

No. 3273404 issued on October 11, 1973

No. 3274407 issued on August 12, 1974

or any subsequent amendments or transfers are super seded by the terms and conditions

of this permit, unless specifically noted otherwise herein.

3. Collected screenings, slurries, sludges and oth er solids shall be handled and disposed of

in compliance with 25 Pa. Code, Chapters 271, 273, 275, 283, and 285 (related to permits

and requirements for landfilling, land application, incineration and storage of sewage

sludge) Federal Regulations 40 CFR 257, and the Fed eral Clean Water Act and its

amendments.

4. Sludges and other solids shall be handled and di sposed of in compliance with the Solid

Waste Management Act of 1980 (Act 97) and with 25 P a. Code, Chapters 287, 291, and

299 (relating to residual waste generators) and 288 and 289 (relating to residual waste

landfills and impoundments) and the Federal Clean W ater Act and its amendments.

5. All discharges of floating materials, oil, greas e, scum and substances which produce

tastes, odors, turbidity or settle to form deposits shall be controlled at levels which will not

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# be inimical or harmful to the water uses to be prot ected or to human, animal, plant or

aquatic life.

6. Effective disinfection to control disease produc ing organisms shall be the production of an

effluent which will contain a concentration of feca l coliform organisms not greater than

a. 200/100 ml as a monthly geometric mean, nor grea ter than 1000/100 ml in more

than ten percent of the samples examined during any month from May through

September inclusive.

b. 2000/100 ml as a monthly geometric mean based on five consecutive samples

collected on different days during any month from O ctober through April inclusive.

7. In no case shall the arithmetic means of the eff luent values of the biochemical oxygen

demand (BOD-5 Day) and suspended solids discharged during a period of 30 consecutive

days exceed 15 percent of respective arithmetic mea ns of the influent values for those

parameters during the same time period except as sp ecifically authorized by the

Department.

8. There shall be no net addition of pollutants to non-contact cooling water over intake values

except for heat and water conditioning additives fo r which complete information was

submitted in the application or is required to be s ubmitted as a condition of this permit.

9. Any overflow, increase in volume of a discharge or discharge from a bypass system

caused by precipitation or snowmelt equal to or gre ater than the volume of runoff

associated with 10 year-24 hour event shall be moni tored at Outfalls 011 and 012. The

permittee shall have the burden of demonstrating th at the facility is designed, constructed

and maintained to contain or treat the volume of wa ter which would fall on the areas

covered by this permit during a l0-year 24-hour pre cipitation event (or snowmelt of

equivalent volume).

10. The discharge may not change the temperature of the receiving stream by more than 2 ° F

in any one hour period.

11. Storm Water Discharges

A. Except as provided in Section B of this conditio n, all storm water discharges shall

be composed entirely of uncontaminated storm water.

B. The following non-storm water discharges are aut horized provided the non-storm

water component of the discharge is in compliance w ith Section C of this condition:

discharges from firefighting activities, fire hydra nt flushings, potable water sources

including waterline flushings, irrigation drainage, lawn watering, routine external

building washdown which does not use detergents or other compounds, pavement

washwaters where spills or leaks of toxic or hazard ous materials have not occurred

(unless all spilled material has been removed) and where detergents are not used,

air conditioning condensate, springs, uncontaminate d ground water, and foundation

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# or footing drains where flows are not contaminated with process materials such as

solvents.

C. This permit does not authorize any discharge (st orm water or non-storm water)

which contains any pollutant that may cause or cont ribute to an impact on aquatic

life or pose a substantial hazard to human health o r the environment due to its

quantity or concentration.

D. This permit does not authorize the discharge of any pollutant resulting from an onsite spill, any such occurrence is subject to Secti ons A.3.c or d of this permit.

E. Preparedness, Prevention and Contingency Plans ( PPC)

1. Operators of facilities shall review and revise as appropriate the PPC Plan for

the site in accordance with 25 PA Code Section 101. 3 to address storm

water. The PPC Plan shall identify potential sourc es of pollution which may

reasonably be expected to affect the quality of sto rm water discharges from

the facility. Each of the following shall be evalu ated for the reasonable

potential for contributing pollutants to runoff: l oading and unloading

operations, outdoor storage activities, outdoor man ufacturing or processing

activities, significant dust or particulate generat ing process, and on-site

waste disposal practices. Factors to consider incl ude the toxicity of

chemicals; quantity of chemicals used, produced or discharged; the

likelihood of contact with storm water; and history of significant leaks or spills

of toxic or hazardous pollutants. In addition, the PPC Plan shall describe the

implementation of practices which are to be used to reduce the pollutants in

storm water discharges ensuring compliance with the terms and conditions of

this permit.

2. Facilities subject to SARA Title III, Section 31 3 reporting requirements for

releases of Section 313 water priority chemicals th at have occurred within

the last three years shall include a description of such releases in the PPC

Plan.

3. Qualified personnel shall conduct site complianc e evaluations at least once a

year. A report summarizing the evaluation and any required follow-up

actions shall be prepared and kept on-site. Such e valuations shall include

the items in 3.a of this condition.

a. Areas contributing to a storm water discharge sh all be visually

inspected for evidence of, or the potential for, po llutants entering the

drainage system. Measures to reduce pollutant load ings shall be

evaluated to determine whether they are adequate an d properly

implemented in accordance with the terms of the per mit or whether

additional control measures are needed. Structural storm water

management measures, sediment and erosion control m easures, and

other structural pollution prevention measures iden tified in the plan

shall be observed to ensure that they are operating correctly.

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# b. Based on the results of the inspection, the desc ription of potential

pollutant sources and pollution prevention measures and controls

identified in the PPC Plan shall be revised as appr opriate and shall

provide for implementation of any changes to the pl an in a timely

manner.

F. Sampling Requirements

If storm water samples are required by Part A of th is permit, they shall be collected

as a grab sample during the first 30 minutes of the discharge. Analytical results of

the sampling event shall be summarized on the attac hed Discharge Monitoring

Reports (DMR) and submitted to the Department. If it is not practicable to collect

samples due to adverse climatic conditions, or othe r circumstances beyond the

permittee's control, the discharger must submit an explanation with the DMR as to

exactly why the samples could not be collected.

12. Total Residual Chlorine (TRC) Minimization

The permittee will ensure that applied chlorine dos ages, used for disinfection or other

purposes, are optimized to the degree necessary suc h that the total residual chlorine in the

discharge does not cause an adverse stream impact. In doing so, the permittee shall

consider relevant factors affecting chlorine dosage , such as wastewater characteristics,

mixing and contact times, desired result of chlorin ation, and expected impact on the

receiving water body.

To reduce or eliminate the amount of chlorine disch arged into water bodies, the permittee

must: (1) improve/adjust process controls and (2) improve operation/maintenance

practices.

If the Department determines or receives documented evidence levels of TRC in the

permittee's effluent are causing adverse impacts in the receiving water, the permittee shall

institute necessary additional steps to reduce or e liminate such impact.

13. Usage rates of any chemical additives used at t his facility that may be discharged and

blow-down rates shall be controlled by the permitte e to prevent any impairments to

receiving water uses and/or effluent limit violatio ns. Chemical additives include, but are

not limited to, any chemicals added to water for co ntrol of corrosion, scaling, algae, slime

or fouling in cooling, boiler, or process water sys tems. Chemical additives also include,

but are not limited to agents used to aid in treatm ent such as water softeners, flocculants,

coagulants, emulsion breakers, anti-foaming agents, dispersants, oxygen scavengers, pH

stabilizers, and regenerants. Usage rates shall be limited to the minimum amount

necessary to accomplish the intended purpose of the chemical addition.

Accurate and complete records of chemical usage and discharge volumes must be

maintained and summarized on a monthly basis using the attached form and kept on-site

by the permittee. These records must be produced u pon request by the Department. The

"allowable usage rate" is the rate specified in the information submitted as required below

unless notified otherwise by the Department.

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# The information described below must be submitted w ithin ninety (90) days of the effective

date of this permit (with 2 copies) for all chemica l additives currently in use at this facility.

a. Trade name of the additive.

b. Name, address and phone number of the chemical a dditive manufacturer.

c. A list of all the active and inactive ingredient s.

d. The additive usage rate (in lb/day or gal/day).

e. The conditioned water discharge rate (MGD).

f. The "in-system" concentration of whole product w hich the usage rate in item d.

above will produce (mg/l). Include the product den sity (lb/gal) for liquids used to

convert usage rate (gal/day) to concentration (mg/ l).

g. Any available data regarding in-system degradati on or decomposition of the additive

and any other data or information that would be hel pful to the Department in

completing its review.

h. The expected concentration of the product at the final outfall.

i. The analytical test method that could be used to verify final outfall concentrations

and the associated minimum analytical detection lev el.

j. A flow diagram showing the point of chemical add ition and the affected outfalls.

k. 96 hour - LC50 bioassay data on the whole produc t for at least one species of

freshwater fish (mg/l).

l. The MSDS and any mammalian toxicity data that is available for the whole product.

If the additive is currently in use at the facility , it may continue to be used at the maximum

rate reported pursuant to item d. above unless the permittee is notified otherwise.

Whenever a change in chemical additives or an incre ase in usage rates is desired by the

permittee, a complete written notification shall be submitted at least sixty (60) days prior to

the proposed use of the chemical. This notificatio n, at a minimum shall include the

information outlined above. If the information is complete, and its use is not specifically

denied, use of the proposed chemical additive is al lowed 60 days after notification. The

usage rate shall not exceed the maximum rate report ed pursuant to item d. above.

Use of additives that contain one or more ingredien ts that are carcinogens are generally

prohibited, and should be substituted with alternat ive products. If no alternatives are

available, the permittee must submit written docume ntation with the information required

above that no alternatives are available and that t he carcinogen involved will be "not

detectable" in the final effluent using the most se nsitive analytical method available.

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# Based on the information submitted, the Department will determine if any effluent

limitations or other restrictions are necessary to protect water quality standards for aquatic

life or human health. The permittee is responsible for preventing impairments to receiving

water uses independent of the Department's review o f this material.

14. For Outfall 001, 126 and 226, neither free avai lable chlorine nor total residual chlorine may

be discharged from any unit for more than two hours in any one day and not more than

one unit in any plant may discharge free available or total residual chlorine at any one time

unless the utility can demonstrate to the Bureau th at the units in a particular location

cannot operate at or below this level of chlorinati on.

15. The permittee shall maintain warning signs at o utfall 001 in a clearly visible location

reading "CAUTION! WATER MAY BE HOT! AVOID CONTACT !"

16. In accordance with part A.III.B.2 of this permi t, the permittee shall submit a copy of the

attached Supplemental Sewage Sludge Report to accom pany each copy of the monthly

Discharge Monitoring Reports to the addresses as sp ecified above, with the exception that

the Supplemental Sewage Sludge report shall not be submitted to the Environmental

Protection Agency. This form must be submitted eve n if sewage sludge is not hauled in a

given month, in this event enter "no sludge hauled. "

17. When collecting samples that are to be analyzed for any of the priority pollutants, the

permittee shall collect the sample type required by Part A of this permit, and the permittee

shall use the methods and techniques in the attache d instructions "Department of

Environmental Resources, Water Quality Management - Sampling and Analytical Testing

Instruction" (October 1988). For each priority pol lutant, the permittee shall use a method

that will quantifiably measure the priority polluta nt at or below the effluent limitation in Part

A of this permit.

18. There shall be no discharge of polychlorinated biphenyl (PCB) compounds such as those

commonly used for transformer fluid.

19. Outfalls 001, 126 and 226 shall have no detecta ble amount of the 126 priority pollutants

(as shown in Appendix A of 40 CFR 423) contained in chemicals added for cooling tower

maintenance, except for chromium and zinc as shown in Part A of the permit.

20. The discharge of hydrostatic test water from an y existing petroleum product storage tanks

and/or new tanks is approved on an as-needed basis and is subject to the following

conditions:

a. Use of chlorinated water such as a municipal sup ply should be avoided as the

source of test water. If municipal water must be u sed, the water must be retained in

the tank for at least 24 hours prior to discharge. If surface waters are used as the

source of test water, the water withdrawn from the stream must be less than 25% of

the stream flow and the discharge cannot increase t he flow of the stream by more

than 25%. When testing multiple tanks, the test wa ter must be conveyed from the

smallest tank to the largest tank adding water as n eeded, then drain the last tank in

accordance with this approval.

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# b. All tanks must be thoroughly cleaned prior to hy drostatic testing to remove any

contaminants to the best practicable extent.

c. Water shall be discharged through an energy diss ipater (bales of straw, geotech

mesh, etc.) at a controlled rate to minimize erosio n. The permittee shall comply

with Chapter 102 of the Department's Rules and Regu lations and the Department's

"Soil Erosion and Sedimentation Control Manual". T he water shall be discharged to

the outfall without passing through the oil/water s eparators to prevent washout of

removed materials.

d. The discharge shall not contain any substances i n concentration or amount

sufficient to be harmful to water uses protected or to human, animal, plant or

aquatic life. The discharger is responsible for an y impairment of water use that

occurs as a result of this discharge. The Departme nt reserves the right to require

that the discharge be discontinued.

e. All water discharged must be properly directed s o that it causes no nuisance

conditions and does not pool or pond prior to reach ing a surface water.

f. The discharge of hydrostatic test water must com ply with the following effluent

limitations and monitoring requirements:

Instantaneous Sampling Sam ple

Parameter Maximum (mg/l) 1 

# Frequency 1 

# Type__

Flow (gpm) Monitor/Report 2/discharge measured

Duration (hours) Monitor/Report continuous N/A

Dissolved Oxygen Minimum of 5 2/discharge grab

Suspended Solids 60 2/discharge grab

Oil and Grease 30 2/discharge grab

Iron 7.0 2/discharge g rab

Benzene 4 

# 0.0025 2/discharge gr ab

BTEX 2,4 

# 0.25 2/discharge grab

Ethylbenzene 4 

# Monitor/Report 2/discharge gra b

Toluene 4 

# Monitor/Report 2/discharge gra b

Xylenes (tot) 4 

# Monitor/Report 2/discharge gra b

Total Residual Chlorine 3 

# 0.05 2/discharge grab

pH standard units Between 6 and 9 at all times 2/discharge grab

1 

# One grab is to be collected from the onset of t he discharge; the second at the midpoint of the

discharge. The results of any single grab sample m ust comply with the instantaneous

maximum limitation.

2 

# BTEX is the sum of analytical results for Benze ne, Toluene, Ethylbenzene and Xylenes

3 

# Only if chlorinated water is used as the source of test water.

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# These limits and monitoring requirements do not apply to newly constructed tanks which have

not yet stored any product or raw material.

g. The results of the effluent analyses required ab ove, including all individual grab

samples, must be summarized on the attached reporti ng form and submitted to the

address in Part C.1 above within 30 days of the dis charge. The permittee is

required to notify the Department and the Pennsylva nia Fish Commission 30 days

in advance of the discharge.

h. Sludges and other solids accumulated during thes e tests shall be handled and

disposed of in accordance with the Solid Waste Mana gement Act of 1980 (Act 97)

and with 25 Pa. Code Chapters 287, 291 and 299 (rel ating to residual waste

generators) and 288 and 289 (relating to residual w aste landfills and

impoundments) and the Federal Clean Water Act and i ts amendments.

21. Toxics Reduction Evaluation (TRE)

A. Water Quality-Based Effluent Limitations (WQBELs )

1. Based on the discharge and stream data currently available to the

Department, the WQBELs for iron on Page 47 is neces sary to protect the

receiving stream uses designated in the Department' s Rules and

Regulations.

2. Within 60 days of the permit effective date (PED ), the permittee must submit

notification to the Department verifying one of the following options has been

selected.

a. The permittee accepts the Department's data, ass umptions and water

quality modeling which was the basis for the WQBELs and will not

proceed with optional site-specific data collection activities described

in Section C of this condition. The WQBELs will be considered final

and enforceable three years after the PED and shoul d be used as the

basis for conducting Phase II of the TRE.

b. During the period following permit issuance, and prior to the WQBELs

becoming final, the permittee agrees to conduct sit e-specific discharge

and/or stream data collection and provide the Depar tment with data to

verify or refine the WQBELs in accordance with the schedule in

Section B.2, herein. If warranted, modified WQBELs will be

established through a permit amendment. Any such p ermit

amendment shall be considered a formal permitting a ction of the

Department subject to applicable permit modificatio n procedures.

If the permittee fails to select one of these optio ns within 60 days of

permit effective date, option A.2.a. is selected by default. If the

permittee selects option A.2.b. and conducts TRE ac tions within the

schedule in Section B.2 of this condition of the pe rmit, herein, the

Department will issue a written decision by letter or permit

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# amendment. The permittee will have 30 days from th e date of receipt

of such written Department letter or decision to fi le an appeal of the

final WQBELs.

3. In either case, the Permittee must conduct a TRE as outlined below. Phase I

of the TRE has both required and optional component s.

B. TRE Submission Requirements

1. The TRE shall be developed to:

a. confirm and quantify the presence of the polluta nts in the discharge

with WQBELs.

b. verify or refine the modeling data and/or assump tions used to develop

the WQBELs.

c. identify sources of the pollutants with final WQ BELs.

d. recommend management practices, wastewater treat ment

technologies, or other control techniques to reduce or eliminate these

pollutants.

2. A copy of the Department's "Guidelines for Condu cting a Toxics Reduction

Evaluation" is enclosed for your use. The TRE and associated reports shall

be completed and submitted in accordance with the f ollowing schedule:

Action Date

a. submit notification specified within 60 days of PED

in A.2 above

b. submit work plan for within 90 days of PED

conducting Phase I

c. start Phase I within 120 days of PED

d. submit complete Phase I within 18 months of P ED

report (3 copies)

e. start Phase II within 30 days of notice

from the Department to

proceed with Phase II

f. submit complete Phase II report within 180 days of notice

to proceed with Phase II

g. progress reports every three months

starting 120 days after PED

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# C. Phase I TRE Requirements

1. The permittee is required to submit Phase I of t he TRE consisting of the

following components:

a. influent and effluent quality review

b. source inventory and evaluation

c. source reduction evaluation

d. implementation of pollution prevention, sound ho usekeeping practices,

and other management practices.

2. The permittee has the option of providing all orsome of the following sitespecific data as part of Phase I for use in verifyi ng and refining the WQBELs:

- discharge hardness

- discharge pollutant concentration and variabilit y - design discharge flow

- discharge mixing characteristics

- pollutant fate characteristics

- stream width, depth and slope

- stream velocity

- ambient stream data for pollutants, pH, temperat ure

- instream hardness

- water intake quality and quantity

- treatment plant influent pollutant concentration s

- chemical translators

- Water Effects Ratio (WER)

The permittee should contact the Department for gui dance in determining

which of the above data will have a significant imp act on the WQBELs and

also for protocols on collecting and submitting the data. The Department will

determine the adequacy of any site-specific data su bmitted and advise the

permittee accordingly. If initial review of the su bmitted data suggests that

additional data collection is necessary, the Depart ment will so advise the

permittee. The Department will notify the permitte e what effect, if any, the

data have on the WQBELs using the procedure outline d in A.2 above.

3. Site-Specific Criteria

The permittee may request an opportunity to demonst rate alternative, sitespecific criteria for any pollutants with WQBELs. T he procedures for carrying

out such demonstrations must receive written approv al in advance by the

Department and must be in accordance with the requi rements of Section

93.8 of the Department's Rules and Regulations.

If the permittee chooses this option, requests for alternative, site-specific

criteria must be submitted to the Department as par t of the Phase I TRE

report. Where the demonstration results in more str ingent limitations than

those previously established by the Department, the more stringent limitation

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# will apply. Any less stringent limitations which a re approved by the

Department shall not violate any other applicable w ater criteria.

4. Alternative Site Specific Method Detection Limit s (MDL)

In some cases, the WQBEL may be less than the Metho d Detection Level

(MDL) in the Department's Policy, 25 PA Code 16. I n this event, the

permittee has the option to demonstrate alternative , facility-specific MDLs to

account for analytical matrix interference associat ed with the wastewater in

question. The procedures for determining MDLs, pub lished as Appendix B in

40 CFR 136 must be followed and complete documentat ion provided. The

request for approval of alternative facility-specif ic MDLs including all

documentation required to support such a request mu st be submitted to the

Department with the Phase I TRE report. The Depart ment may grant a

facility specific MDL by specifying "not detectable " as a WQBEL and

including the numeric alternate MDL value for compl iance purposes through

the permit modification or renewal process.

D. Phase II TRE Requirements

The permittee should not proceed with Phase II unti l notified by the Department to

do so. Depending on the results of Phase I the WQB ELs may need to be modified

or Phase II may not be necessary.

1. Source Reduction Evaluation

In addition to those items in C.1 above, as part of Phase II, the permittee

must conduct source reduction evaluations including recycle, reuse, and

process/chemical substitution. The intent of this portion of the TRE is to

investigate and implement all low-cost, non-structu ral alternatives to reduce

pollutants.

2. Final WQBEL Compliance Strategies and Schedule

A complete TRE report must consist of identificatio n and assessment of all

available pollution control options (Best Managemen t Practices and/or

treatment technologies and other structural alterna tives) and their ability to

comply with the final WQBELs or other WQBELs identi fied in response to

Phase I. The permittee must select a specific poll ution control option that will

achieve the applicable WQBELs and specify a schedul e for the

implementation of this option.

3. Section 95.4 Time Extension Requests

In some cases, the final WQBEL may not be technolog ically achievable using

any combination of control options. In this event, the permittee has the

option of requesting an extension of time to achiev e the WQBEL, provided

the permittee demonstrates eligibility for time ext ension under the

requirements contained in 25 Pa. Code 95, Section 9 5.4 of the Department's

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# Rules and Regulations. If the permittee elects to submit the 95.4 time

extension request, the request must be submitted wi th Phase II of the TRE

report. Forms are available from the Department to be used for any such

requests.

22. Toxics Reduction Evaluation (TRE)

A. Water Quality-Based Effluent Limitations (WQBELs )

1. Based on the discharge and stream data currently available to the

Department, the WQBELs for arsenic, boron, cadmium, dissolved iron, nickel

and thallium on Pages 14 and 15, are necessary to p rotect the receiving

stream designated water uses in the Department's Ru les and Regulations.

2. Within 60 days of the permit amendment effective date (PAED), the

permittee must submit notification to the Departmen t verifying one of the

following options has been selected.

a. The permittee accepts the Department's data, ass umptions and water

quality modeling which was the basis for the WQBELs and will not

proceed with optional site-specific data collection activities described

in Section C of this condition. The WQBELs will be considered final

and enforceable three years after the PED and shoul d be used as the

basis for conducting Phase II of the TRE.

b. During the period following permit issuance, and prior to the WQBELs

becoming final, the permittee agrees to conduct sit e-specific discharge

and/or stream data collection and provide the Depar tment with data to

verify or refine the WQBELs in accordance with the schedule in

Section B.2, herein. If warranted, modified WQBELs will be

established through a permit amendment. Any such p ermit

amendment shall be considered a formal permitting a ction of the

Department subject to applicable permit modificatio n procedures.

If the permittee fails to select one of these optio ns within 60 days of

permit amendment effective date, option A.2.a. is s elected by default.

If the permittee selects option A.2.b. and conducts TRE actions within

the schedule in Section B.2 of this condition of th e permit, herein, the

Department will issue a written decision by letter or permit

amendment. The permittee will have 30 days from th e date of receipt

of such written Department letter or decision to fi le an appeal of the

final WQBELs.

3. In either case, the Permittee must conduct a TRE as outlined below. Phase I

of the TRE has both required and optional component s.

B. TRE Submission Requirements

1. The TRE shall be developed to:

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# a. confirm and quantify the presence of the polluta nts in the discharge

with WQBELs.

b. verify or refine the modeling data and/or assump tions used to develop

the WQBELs.

c. identify sources of the pollutants with final WQ BELs.

d. recommend management practices, wastewater treat ment

technologies, or other control techniques to reduce or eliminate these

pollutants.

2. A copy of the Department's "Guidelines for Condu cting a Toxics Reduction

Evaluation" is enclosed for your use. The TRE and associated reports shall

be completed and submitted in accordance with the f ollowing schedule:

Action Date

a. submit notification specified within 60 days of PAED

in A.2 above

b. submit work plan for within 90 days of PAED

conducting Phase I

c. start Phase I within 120 days of PAED

d. submit complete Phase I within 18 months of PA ED

report (3 copies)

e. start Phase II within 30 days of notice

from the Department to

proceed with Phase II

f. submit complete Phase II report within 180 days of notice

to proceed with Phase II

g. progress reports every three months

starting 120 days after PAED

C. Phase I TRE Requirements

1. The permittee is required to submit Phase I of t he TRE consisting of the

following components:

a. influent and effluent quality review

b. source inventory and evaluation

c. source reduction evaluation

d. implementation of pollution prevention, sound ho usekeeping practices,

and other management practices.

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# 2. The permittee has the option of providing all orsome of the following sitespecific data as part of Phase I for use in verifyi ng and refining the WQBELs:

- discharge hardness

- discharge pollutant concentration and variabilit y - design discharge flow

- discharge mixing characteristics

- pollutant fate characteristics

- stream width, depth and slope

- stream velocity

- ambient stream data for pollutants, pH, temperat ure

- instream hardness

- water intake quality and quantity

- treatment plant influent pollutant concentration s

- chemical translators

- Water Effects Ratio (WER)

The permittee should contact the Department for gui dance in determining

which of the above data will have a significant imp act on the WQBELs and

also for protocols on collecting and submitting the data. The Department will

determine the adequacy of any site-specific data su bmitted and advise the

permittee accordingly. If initial review of the su bmitted data suggests that

additional data collection is necessary, the Depart ment will so advise the

permittee. The Department will notify the permitte e what effect, if any, the

data have on the WQBELs using the procedure outline d in A.2 above.

3. Site-Specific Criteria

The permittee may request an opportunity to demonst rate alternative, sitespecific criteria for any pollutants with WQBELs. T he procedures for carrying

out such demonstrations must receive written approv al in advance by the

Department and must be in accordance with the requi rements of Section

93.8 of the Department's Rules and Regulations.

If the permittee chooses this option, requests for alternative, site-specific

criteria must be submitted to the Department as par t of the Phase I TRE

report. Where the demonstration results in more str ingent limitations than

those previously established by the Department, the more stringent limitation

will apply. Any less stringent limitations which a re approved by the

Department shall not violate any other applicable w ater criteria.

4. Alternative Site Specific Method Detection Limit s (MDL)

In some cases, the WQBEL may be less than the Metho d Detection Level

(MDL) in the Department's Policy, 25 PA Code 16. I n this event, the

permittee has the option to demonstrate alternative , facility-specific MDLs to

account for analytical matrix interference associat ed with the wastewater in

question. The procedures for determining MDLs, pub lished as Appendix B in

40 CFR 136 must be followed and complete documentat ion provided. The

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# request for approval of alternative facility-specif ic MDLs including all

documentation required to support such a request mu st be submitted to the

Department with the Phase I TRE report. The Depart ment may grant a

facility specific MDL by specifying "not detectable " as a WQBEL and

including the numeric alternate MDL value for compl iance purposes through

the permit modification or renewal process.

D. Phase II TRE Requirements

The permittee should not proceed with Phase II unti l notified by the Department to

do so. Depending on the results of Phase I the WQB ELs may need to be modified

or Phase II may not be necessary.

1. Source Reduction Evaluation

In addition to those items in C.1 above, as part of Phase II, the permittee

must conduct source reduction evaluations including recycle, reuse, and

process/chemical substitution. The intent of this portion of the TRE is to

investigate and implement all low-cost, non-structu ral alternatives to reduce

pollutants.

2. Final WQBEL Compliance Strategies and Schedule

A complete TRE report must consist of identificatio n and assessment of all

available pollution control options (Best Managemen t Practices and/or

treatment technologies and other structural alterna tives) and their ability to

comply with the final WQBELs or other WQBELs identi fied in response to

Phase I. The permittee must select a specific poll ution control option that will

achieve the applicable WQBELs and specify a schedul e for the

implementation of this option.

3. Section 95.4 Time Extension Requests

In some cases, the final WQBEL may not be technolog ically achievable using

any combination of control options. In this event, the permittee has the

option of requesting an extension of time to achiev e the WQBEL, provided

the permittee demonstrates eligibility for time ext ension under the

requirements contained in 25 Pa. Code 95, Section 9 5.4 of the Department's

Rules and Regulations. If the permittee elects to submit the 95.4 time

extension request, the request must be submitted wi th Phase II of the TRE

report. Forms are available from the Department to be used for any such

requests.

23. Within 90 days of commencement of the discharge s, the permittee shall submit storm

water sampling and analytical results consistent wi th the requirements of Module 13 of the

NPDES Application for Permit to Discharge Industria l Wastewater for Internal Outfalls 213,

613 and 813 and Outfalls 030 and 032. The permitte e shall provide written notification that

the discharges have commenced within 10 days of com mencement of the discharges from

Internal Outfalls 213, 613 and 813 and Outfalls 030 and 032.

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# 24. Total Maximum Daily Load (TMDL) Water Quality B ased Effluent Limitations (WQBELs)

1. Based on the January 29, 2010 EPA approved Final TMDL for the Kiskiminetas and

Conemaugh River Watersheds, the WQBELs for iron, al uminum and manganese on

Pages 9, 14, 15, 22, 49, 54, 60, 64, and 76 are nec essary to protect the receiving

stream designated water uses in the Department's Ru les and Regulations.

2. Prior to the effective date of the WQBELs, the p ermittee shall conduct a source

reduction evaluation. The purpose of the source re duction evaluation shall be to

investigate and implement all non-structural altern atives to reduce pollutants in the

discharges assigned WQBELs.

If implementation of source reduction measures doe s not result in iron, aluminum and

manganese effluent concentrations that are less tha n the WQBELs for iron, aluminum

and manganese, the permittee shall prepare a Water Quality Management Part II

permit application for the construction of wastewat er treatment systems designed to

achieve the WQBELs for iron, aluminum and manganese

.

3. The permittee shall conduct and implement the so urce reduction evaluation and

comply with the WQBELs according to the following s chedule:

a. Submit a work plan describing its Source Within 60 days of the Permit

Reduction Evaluation. Amendment Effective Date

b. Submit a Water Quality Management Within 2.5 ye ars of Permit

Part II Permit Application. Amendment Effective Date

c. Submit progress reports. Every three months s tarting 120

Reports shall include updates, attainment days a fter Permit Amendment

any progress made toward milestones, Effective Date

summary of results of any supplemental

sampling and a discussion of compliance

or non-compliance with interim and final

requirements.

d. Compliance with final limits. As soon as possi ble but no later

than 3 years after Permit

Amendment Effective Date

4. Site-Specific Criteria

The permittee may request an opportunity to demonst rate alternative, site-specific

criteria for iron, aluminum, and manganese. The pr ocedures for carrying out such

demonstrations must receive written approval in adv ance by the Department and

must be conducted in accordance with the requiremen ts of Section 93.8 of the

Department’s Rules and Regulations.

If the permittee chooses this option, any request f or alternative, site-specific criteria

must be submitted to the Department within 180 days of the Permit Amendment

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# Effective Date. Where the demonstration results in more stringent limitations than

those previously established by the Department, the more stringent limitation will

apply. Any less stringent limitations that are app roved by the Department shall not

violate any other applicable water quality criteria

.

25. The permittee shall use the following test proc edures and shall achieve the MDL for the

pollutants listed:

Parameter Name Required Analytical Test

Method MDL* (ug/l)

Mercury 1631E 0.0002

Selenium 200.9 0.6

Silver 200.7 2

Lead 200.9 0.7

Chromium VI 3120 7

Free Cyanide 4500-CN NA

*Method Detection Limit

If the detection limit listed cannot be met, the p ermittee may be granted case-specific

MDLs if they submit complete documentation demonstr ating a matrix effect in their

particular effluent. The permittee shall follow the procedure for determining MDLs

published as Appendix B of 40 CFR Part 136 (relatin g to guidelines establishing test

procedures).