ML12110A229

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Environmental Report, Enclosure 2, Book 8 of 11
ML12110A229
Person / Time
Site: Limerick  Constellation icon.png
Issue date: 02/28/2012
From:
Exelon Nuclear
To:
Office of Nuclear Reactor Regulation
References
Download: ML12110A229 (272)


Text

Limerick Generating Station Units 1 & 2 License Renewal Project Environmental Report Response to Request for Additional Information (RAI) for the Review of LGS LRA ER, Dated February 28, 2012 Enclosure 2 Book 8 of 11

E2-22: Enclosure 2: Hydrology, item C Provide a summary of the results of groundwater monitoring performed for tritium, strontium-90, and gamma-emitting radionuclides since 2006 (i.e., groundwater protection program reports).

Exelon Response Copies of the Annual Radiological Groundwater Protection Program Reports for 2006 through 2010 are being provided.

1. Exelon Nuclear. 2007. Limerick Generating Station Units 1 and 2 Annual Radiological GroundwaterProtection ProgramReport, 1 JanuaryThrough 31 December2006. Prepared by Teledyne Brown Engineering Environmental Services. April.
2. Exelon Nuclear. 2008. Limerick GeneratingStation Units 1 and 2 Annual Radiological GroundwaterProtection ProgramReport, 1 January Through 31 December2007. Prepared by Teledyne Brown Engineering Environmental Services. April.
3. Exelon Nuclear. 2009. Limerick GeneratingStation Units 1and 2 Annual Radiological GroundwaterProtectionProgram Report, 1 January Through 31 December2008. Prepared by Teledyne Brown Engineering Environmental Services. April.
4. Exelon Nuclear. 2010. Limerick GeneratingStation Units 1and 2 Annual Radiological GroundwaterProtectionProgram Report, 1 January Through 31 December 2009. Prepared by Teledyne Brown Engineering Environmental Services. April.
5. Exelon Nuclear. 2011. Limerick GeneratingStation Units 1and 2 Annual Radiological GroundwaterProtection ProgramReport, 1 Januaiy Through 31 December 2010. Prepared by Teledyne Brown Engineering Environmental Services. April.

Docket No: 50-352 50-353 LIMERICK GENERATING STATION UNITS 1 and 2 Annual Radiological Groundwater Protection Program Report 1 January Through 31 December 2006 Prepared By Teledyne Brown Engineering Environmental Services Exelepn..

Nuclear Limerick Generating Station Sanatoga, PA 19464 April 2007

APPENDIX F ANNUAL RADIOLOGICAL GROUNDWATER PROTECTION PROGRAM REPORT (ARGPPR)

Table Of Contents I. Sum mary and Conclusions ........................................................................................ 1 II. Introduction ..................................................................................................................... 3 A. Objectives of the RG PP ................................................................................. 3 B. Implementation of the Objectives .................................................................. 3 C. Program Description ...................................................................................... 4 D. Characteristics of Tritium (H-3) ...................................................................... 5 I1l. Program Description ................................................................................................ 5 A. Sam ple Analysis .................................................................................. I............... 6 B. Data Interpretation ......................................................................................... 6 C. Background Analysis ...................................................................................... 7

1. Background Concentrations of Tritium ..................................................... 8 IV. Results and Discussion ............................................................................................ 10 A. Groundwater Results .................................................................................... 10 B. Surface Water Results .................................. 11 C. Drinking W ater W ell Survey .......................................................................... 11 D. Summary of Results - Inter-laboratory Comparison Program ..................... 12 E. Leaks, Spills, and Releases .......................................................................... 12 F. Trends ........................................................................................................... 12 G. Investigations .............................................................................................. 12 H. Actions Taken .............................................................................................. 13 V. References .................................................................................................................. 13

Appendices Appendix A Location Designation TablAs-Table A-i Radiological Groundwater Protection Program - Sampling Locations, Distance and Direction, Limerick Generating Station, 2006 Figure 1 Phase 2 Well Water and Surface Water Sample Locations for the Radiological Groundwater Protection Program, Limerick Generating Station, 2006 Appendix B Data Tables Iablpas Table B-1.1 Concentrations of Tritium and Stronium-90 in Well Water Samples Collected as Part of the Radiological Groundwater Protection Program, Limerick Generating Station, 2006.

Table B-1.2 Concentrations of Gamma Emitters in Well Water Samples Collected as Part of the Radiological Groundwater Protection Program, Limerick Generating Station, 2006.

Table B-11.1 Concentrations of Tritium and Stronium-90 in Surface Water Samples Collected as Part of the Radiological Groundwater Protection Program, Limerick Generating Station, 2006.

Table B-11.2 Concentrations of Gamma Emitters in Surface Water Samples Collected as Part of the Radiological Groundwater Protection Program, Limerick Generating Station, 2006.

ii

I. Summary and Conclusions This report on the Radiological Groundwater Protection Program (RGPP) conducted for the Limerick Generating Station (LGS) by Exelon Nuclear covers the period 01 January 2006 through 31 December 2006.

In 2006, Exelon instituted a comprehensive program to evaluate the impact of station operations on groundwater and surface water in the vicinity of Limerick Generating Station. This evaluation involved numerous station personnel and contractor support personnel.

This is the first in a series of annual reports on the status of the RGPP conducted at LGS. This report covers groundwater and surface water samples, collected from the environment, both on and off station property in 2006. During that time period, 179 analyses were performed on 64 samples from 29 locations.

The monitoring was conducted in two phases. Phase 1 of the monitoring was part of a comprehensive study initiated by Exelon to determine whether groundwater or surface water at and in the vicinity of Limerick Generating Station had been adversely impacted by any releases of radionuclides.

Phase 1 was conducted by Conestoga Rovers and Associates (CRA) and the conclusions were made available to state and federal regulators as well as the public on an Exelon web site www.exeloncorp.com/ourcompanies/powergen/nucl;ar/Tritium.htm Phase 2 of the RGPP was conducted by Exelon corporate and station personnel to initiate follow up of Phase 1 and to begin long-term monitoring at groundwater and surface water locations selected during Phase 1. All analytical results from both the Phase 1 and Phase 2 monitoring are reported herein.

In assessing all the data gathered for this report, it was concluded that the operation of Limerick Generating Station had no adverse radiological impact on the environment offsite of LGS. There are no know active releases into the groundwater at Limerick Generating Station.

Gamma-emitting radionuclides associated with licensed plant operations were not detected at concentrations greater than their respective Lower Limits of Detection (LLDs) as specified in the Offsite Dose Calculation Manual (ODCM) in any of the groundwater or surface water samples. In the case of tritium, Exelon specified that it's laboratories achieve a lower limit of detection 10 times lower than that required by federal regulation.

Strontium-90 was not detected at a concentration greater than the LLD of 2.0 picoCuries per liter (pCi/L) in any of the groundwater or surface water samples tested.

Tritium was not detected in any of the groundwater or surface water samples at concentrations greater than the United States Environmental Protection Agency (USEPA) drinking water standard (and the Nuclear Regulatory Commission Reporting Limit) of 20,000 pCi/L. Low levels of tritium were detected at concentrations greater than the LLD of 200 pCi/L in 10 of 29 groundwater monitoring locations. The tritium concentrations ranged from 158 +/- 103 pCi/L to 4,360 +/- 494 pCi/L. Most of the tritium that was detected in groundwater at the Station is on the west side of the Turbine building. It is likely that the tritium has migrated from the Unit 1 Condensate Storage Tank and or the auxiliary heating steam pipe leak to the monitoring well. The dose via the drinking water pathway was calculated at 0.451 mrem to a child (total body), which was 7.52% of the 10 CFR 50, Appendix I dose limit. All results for Sr-90 and gamma emitting nuclides were less than MDC.

II. Introduction The Limerick Generating Station (LGS), consisting of two 3458 MWt boiling water reactors owned and operated by Exelon Corporation, is located adjacent to the Schuylkill River in Montgomery County, Pennsylvania. Unit No. 1 went critical on 22 December 1984. Unit No. 2 went critical on 11 August 1989. The site is located in Piedmont countryside, transversed by numerous valleys containing small tributaries that feed into the Schuylkill River. On the eastern river bank elevation rises from approximately 110 to 300 feet mean sea level (MSL). On the western river bank elevation rises to approximately 50 feet MSL to the western site boundary.

This report covers those analyses performed by Teledyne Brown Engineering (TBE) on samples collected in 2006.

A. Objective of the RGPP The long-term objectives of the RGPP are as follows:

1. Identify suitable locations to monitor and evaluate potential impacts from station operations before significant radiological impact to the environment and potential drinking water sources.
2. Understand the local hydrogeologic regime in the vicinity of the station and maintain up-to-date knowledge of flow patterns on the surface and shallow subsurface.
3. Perform routine water sampling and radiological analysis of water from selected locations.
4. Report new leaks, spills, or other detections with potential radiological significance to stakeholders in a timely manner.
5. Regularly assess analytical results to identify adverse trends.
6. Take necessary corrective actions to protect groundwater resources.

B. Implementation of the Objectives The objectives identified have been implemented at Limerick Generating Station as discussed below:

1. Exelon and its consultant identified locations as described in the Phase 1 study. Phase 1 studies were conducted by Connestoga Rovers and Associates (CRA) and the results and conclusions were made available to state and federal regulators as well as the public on an Exelon web site in station specific reports.

www-exeloncorp-com/ouroom pniesfpowearen/nucle r/Tritiu htm

2. The Limerick Generating Station reports describe the local hydrogeologic regime. Periodically, the flow patterns on the surface and shallow subsurface are updated based on ongoing measurements.
3. Limerick Generating Station will continue to perform routine sampling and radiological analysis of water from selected locations.
4. Limerick Generating Station has implemented new procedures to identify and report new leaks, spills, or other detections with potential radiological significance in a timely manner.
5. Limerick Generating Station staff and consulting hydrogeologist assess analytical results on an ongoing basis to identify adverse trends.

C. Program Description Samples for the LGS RGPP Phase 1 were collected for Exelon Nuclear by Conestoga Rovers and Associates (CRA) and samples for Phase 2 were collected by on-site personnel and Normandeau Associates, RMC Environmental Services Division (RMC). This section describes the general collection methods used to obtain environmental samples for the LGS RGPP in 2006. Sample locations can be found in Table A-i, Appendix A.

1. Sample Collection Groundwater and Surface Water Samples of water were collected,. managed, transported and analyzed in accordance with approved procedures following EPA methods. Both groundwater and surface water were collected.

Sample locations, sample collection frequencies and analytical frequencies were controlled in accordance with approved station procedures. Contractor and/or station personnel were trained in the collection, preservation management, and shipment of samples, as well as in documentation of sampling events.

Analytical laboratories were subject to internal quality assurance programs, industry cross-check programs, as well as nuclear industry audits. Station personnel reviewed and evaluated all analytical data deliverables as data were received.

Analytical data results were reviewed by both station personnel and an independent hydrogeologist for adverse trends or changes to hydrogeologic conditions.

D. Characteristics of Tritium (H-3)

Tritium (chemical symbol H-3) is a radioactive isotope of hydrogen. The most common form of tritium is tritium oxide, which is also called "tritiated water." The chemical properties of tritium are essentially those of ordinary hydrogen.

Tritiated water behaves the same as ordinary water in both the environment and the body. Tritium can be taken into the body by drinking water, breathing air, eating food, or absorption through skin. Once tritium enters the body, it disperses quickly and is uniformly distributed throughout the body. Tritium is excreted primarily through urine with a clearance rate characterized by an effective biological half-life of about 14 days. Within one month or so after ingestion, essentially all tritium is cleared. Organically bound tritium (tritium that is incorporated in organic compounds) can remain in the body for a longer period.

Tritium is produced naturally in the upper atmosphere when cosmic rays strike air molecules. Tritium is also produced during nuclear weapons explosions, as a by-product in reactors producing electricity, and in special production reactors, where the isotopes lithium-7 and/or boron-1 0 are activated to produce tritium. Like normal water, tritiated water is colorless and odorless. Tritiated water behaves chemically and physically like non-tritiated water in the subsurface, and therefore tritiated water will travel at the same velocity as the average groundwater velocity.

Tritium has a half-life of approximately 12.3 years. It decays spontaneously to helium-3 (3He). This radioactive decay releases a beta particle (low-energy electron). The radioactive decay of tritium is the source of the health risk from exposure to tritium. Tritium is one of the least dangerous radionuclides because it emits very weak radiation and leaves the body relatively quickly. Since tritium is almost always found as water, it goes directly into soft tissues and organs. The associated dose to these tissues is generally uniform and is dependent on the water content of the specific tissue.

Ill. Program Description A. Sample Analysis This section describes the general analytical methodologies used by TBE to analyze the environmental samples for radioactivity for the Limerick Generating Station RGPP in 2006.

In order to achieve the stated objectives, the current program includes the following analyses:

1. Concentrations of gamma emitters in groundwater and surface water.
2. Concentrations of strontium in groundwater and surface water.
3. Concentrations of tritium in groundwater and surface water.

B. Data Interpretation The radiological data collected prior to Limerick Generating Station becoming operational were used as a baseline with which these operational data were compared. For the purpose of this report, Limerick Generating Station was considered operational at initial criticality. Several factors were important in the interpretation of the data:

1. Lower Limit of Detection And Minimum Dntetabhle Concentration The lower limit of detection (LLD) is defined as the smallest concentration of radioactive material in a sample that would yield a net count (above background) that would be detected with only a 5% probability of falsely concluding that a blank observation represents a "real" signal. The LLD is intended as a before the fact estimate of a system (including instrumentation, procedure and sample type) and not as an after the fact criterion for the presence of activity. All analyses were designed to achieve the required LGS detection capabilities for environmental sample analysis.

The minimum detectable concentration (MDC) is defined above with the exception that the measurement is an after the fact estimate of the presence of activity.

2. Laboratorv Measurements Uncertainty The estimated uncertainty in measurement of tritium in environmental samples is frequently on the order of 50% of the measurement value.

Statistically, the exact value of a measurement is expressed as a range with a stated level of confidence. The convention is to report results with a 95% level of confidence. The uncertainty comes from calibration standards, sample volume or weight measurements, sampling uncertainty and other factors. Exelon reports the uncertainty of a measurement created by statistical process (counting error) as well as all sources of error (Total Propagated Uncertainty or TPU). Each result has two values calculated. Exelon reports the TPU by following the result with plus or minus +/- the estimated sample standard deviation, as TPU, that is obtained by propagating all sources of analytical uncertainty in measurements.

Analytical uncertainties are reported at the 95% confidence level in this report for reporting consistency with the AREOR.

C. Background Analysis A pre-operational radiological environmental monitoring program (pre-operational REMP) was conducted to establish background radioactivity levels prior to operation of the Station. The environmental media sampled and analyzed during the pre-operational REMP were atmospheric radiation, fall-out, domestic water, surface water, aquatic life, and foodstuffs. The results of the monitoring were detailed in the report entitled, Pre-operational Radiological Environmental Monitoring Program Report, Limerick Generating Station Units 1 and 2, 1 January 1982 through 21 December 1984, Teledyne Isotopes and Radiation Management Corporation.

The pre-operational REMP contained analytical results from samples collected from both surface water and groundwater.

Monthly surface water sampling began in 1982, and the samples were analyzed for tritium as well as other radioactive analytes. During the preoperational program tritium was detected at a maximum concentration of 420 pCi/L, indicating that these preoperational results were from nuclear weapons testing and are radioactively decaying as predicted.

Gamma isotopic results from the preoperational program were all less than or at the minimum detectable concentration (MDC) level.

1. Background Concentrations of Tritium The purpose of the following discussion is to summarize background measurements of tritium in various media performed by others. Additional detail may be found by consulting references.
a. Tritium Production Tritium is created in the environment from naturally occurring processes both cosmic and subterranean, as well as from anthropogenic (i.e., man-made) sources. In the upper atmosphere, "Cosmogenic" tritium is produced from the bombardment of stable nuclides and combines with oxygen to form tritiated water, which will then enter the hydrologic cycle. Below ground, "lithogenic" tritium is produced by the bombardment of natural lithium present in crystalline rocks by neutrons produced by the radioactive decay of naturally abundant uranium and thorium. Lithogenic production of tritium is usually negligible compared to other sources due to the limited abundance of lithium in rock. The lithogenic tritium is introduced directly to groundwater.

A major anthropogenic source of tritium and strontium-90 comes from the former atmospheric testing of thermonuclear weapons. Levels of tritium in precipitation increased significantly during the 1950s and early 1960s, and later with additional testing, resulting in the release of significant amounts of tritium to the atmosphere. The Canadian heavy water nuclear power reactors, other commercial power reactors, nuclear research and weapons production continue to influence tritium concentrations in the environment.

b. Precipitation Data Precipitation samples are routinely collected at stations around the world for the analysis of tritium and other radionuclides. Two publicly available databases that provide tritium concentrations in precipitation are Global Network of Isotopes in Precipitation (GNIP) and USEPA's RadNet database. GNIP provides tritium precipitation concentration data for samples collected world wide from 1960 to 2006.

RadNet provides tritium precipitation concentration data for samples collected at stations through out the. U.S. from 1960 up to and including 2006. Based on GNIP data for sample stations located in the U.S. Midwest, tritium concentrations peaked around 1963. This peak, which approached 10,000 pCi/L for some stations, coincided with the atmospheric testing of thermonuclear weapons. Tritium concentrations in surface water showed a sharp decline up until 1975 followed by a gradual decline since that time. Tritium concentrations in have typically been below 100 pCi/L since around 1980.

Tritium concentrations in wells may still be above the 200 pCi/L detection limit from the external causes described above. Water from previous years was naturally captured in groundwater. As a result, some well water sources today are affected by the surface water from the 1960s that contained elevated tritium activity.

c. Surface Water Data Tritium concentrations are routinely measured in the Schuylkill and Delaware Rivers. Pennsylvania surface water data are typically less than 100 pCi/L.

The USEPA RadNet surface water data typically has a reported 'Combined Standard Uncertainty' of 35 to 50 pCi/L.

According to USEPA, this corresponds to a +/-70 to 100 pCi/L 95% confidence bound on each given measurement.

Therefore, the typical background data provided may be subject to measurement uncertainty of approximately +/-70 to 100 pCi/L.

The radio-analytical laboratory is counting tritium results to an Exelon specified LLD of 200 pCi/L. Typically, the lowest positive measurement will be reported within a range of 40 -

240 pCi/L or 140 +/- 100 pCi/L. Clearly, these sample results cannot be distinguished as different from background at this concentration.

IV. Results and Discussion Gamma spectroscopy results for groundwater and surface water sample were reported for twelve nuclides (Mn-54, Co-58, Fe-59, Co-60, Zn-65, Nb-95, Zr-95, 1-131, Cs-134, Cs-137, Ba-140 and La-140).

A. Groundwater Results Samples were collected from onsite wells throughout the year in accordance with the station radiological groundwater protection program.

Analytical results and anomalies are discussed below.

Samples from 16 locations were analyzed for tritium activity (Table B-l.1, Appendix B). Tritium values ranged from <165 to 4,360 pCi/L. Well P-12 had the highest value of 4,360 pCi/L. After the results from well P-12 were confirmed well MW-LR-9 was dug directly over P-12 to the aquifer depth. Results from well MW-LR-9 ranged from <171 to 1,500 pCi/L. It was likely that tritium had migrated from the Unit 1 Condensate Storage Tank and or the auxiliary heating steam pipe leak to monitoring wells P-12 and MW-LR-9. The tritium migration pathway could be directly from the Unit 1 Condensate Storage Tank dike through bedrock fractures to P-12 and MW-LR-9. However, a more likely pathway is from the Unit 1 Condensate Storage Tank dike and or the auxiliary heating steam pipe leak through bedrock fractures to the drain system around the power block and into the Power Block Foundation Sump. From the drain system, the tritiated water could then migrate through bedrock fractures to P-12 and MW-LR-9. No other wells showed any elevated tritium results indicated that this contamination was localized to wells P-12 and MW-LR-

9. The dose via the drinking water pathway was calculated at 0.451 mrem to a child (total body), which was 7.52% of the 10 CFR 50, Appendix I dose limit.

Straontum No Sr-90 activity was detected in any of the ground water samples analyzed (Table B-1.1, Appendix B).

Gamma Emitters Potassium-40 was detected in four of 38 samples. The concentrations ranged from 58 pCi/Liter to 119 pCi/Liter. No other gamma emitting nuclides were detected (Table B-1.2, Appendix B).

B. Surface Water Results In accordance with the Station's radiological groundwater protection program surface water samples were collected from streams that transverses the site, as well as, from other water bodies that could influence the tritium concentration at Limerick. Analytical results and anomalies are discussed below.

Samples from 13 locations were analyzed for tritium activity (Table B-1.3, Appendix B). Tritium values ranged from <141 to 2,020 pCi/L The Foundation Power Block Sump (FPBS) had the highest value of 2,020 pCiIL. The FPBS is located in the general area of wells P-12 and MW-LR-9.

Stro2ntiuma No Sr-90 activity was detected in any of surface water samples analyzed (Table B-1.3, Appendix B).

Gamma EImitters No gamma emitting nuclides were detected in any of the surface water samples analyzed (Table B-1.4, Appendix B).

C. Drinking Water Well Survey A drinking water well survey was conducted during the summer 2006 by CRA (CRA 2006) around the Limerick Generating Station. CRA reviewed the Pennsylvania Groundwater Information System database to identify wells within a 1-mile radius from the center of the Station. Forty-six domestic withdrawal wells, two industrial wells, two commercial wells, and one institutional well were identified within the specified radius. The well depths range from 78 to 345 feet bgs, and they yield between 8 and 100 gallons per minute (gpm). All wells are completed in the Brunswick Formation.

The Station has one potable supply well and one fire water well. The potable supply well is constructed as an open-rock borehole. Groundwater was measured at a depth 102 feet bgs during a well pump replacement in 2004 (personal communication with Station, 2006). The pump was placed at a depth of approximately 294 feet bgs. The total well depth and the depth of the steel casing are unknown. The well is located approximately 175 feet east of the Reactor Building. The Station estimates that the well is pumped at approximately 2 gpm. The fire water well is constructed as an open-rock borehole. Groundwater was encountered at 121 feet bgs during a well pump replacement in 2004. The well pump was placed at a depth of approximately 399 feet bgs. The total well depth and the depth of the steel casing are unknown. The well is located approximately 500 feet east of the cooling towers. The well is used only in an emergency fire situation; therefore, water use is estimated to be zero.

D. Summary of Results - Inter-Laboratory Comparison Program Inter-Laboratory Comparison Program results for TBE are presented in the Annual Radiological Environmental Operating Report.

E. Leaks, Spills, and Releases The Station records inadvertent release of radioactive liquids in accordance with 10 CFR 50.75)g). As part of the fleet wide assessment, a third party environmental engineering firm was contracted to evaluate historic releases, and determine ifa potential pathway to the environment existed. Those releases that were determined to have potentially impacted groundwater were subsequently investigated as part of the fleet wide assessment. The hydrogeologic investigation determined that there is currently one radiological impacts to groundwater that is limited to the LGS site protected area boundary.

F. Trends No trends have been identified.

G. Investigations Conclusions from the Phase 1 report have been made available to state and federal regulators and to the public. Currently no investigations are on going.

H. Actions Taken

1. Compensatory Actions There have been no station events requiring compensatory actions at the Limerick Generating Station.
2. Installation of Monitoring Wells After phase 1 was completed two additional wells were added to the program. Wells MW-LR-8 and MW-LR-9 were drilled near the Unit 1 condensate storage tank dike to monitor groundwater tritium levels in that area. No new wells were required to be installed as a result of the phase 2 study.
3. Actions to Recover/Reverse Plumes No actions were required to recover or reverse groundwater plumes.

V. References

1. Conestoga Rovers and Associates, Fleetwide Assessment, Limerick Generating
  • Station, Sanatoga, Pennsylvania, Ref. No. 045136(17), September 2006
2. Pre-operational Radiological Environmental Monitoring Program Report, Limerick Generating Station Units 1 and 2, 1 January 1982 through 21 December 1984, Teledyne Isotopes and Radiation Management Corporation.

Intentionally Left Blank APPENDIX A LOCATION DESIGNATION

TABLE A-1: Radiological Groundwater Protection Program - Sampling locations for the Limerick Generating Station, 2006 I ,,L*% tfi Tuuia niafanfýg% Qf"Fl Phnom

%# g of - X MW-LR-1 Monitoring Well Onsite 1,2 MW-LR-2 Monitoring Well Onsite 1,2 MW-LR-3 Monitoring Well Onsite 1,2 MW-LR-4 Monitoring Well Onsite 1,2 MW-LR-5 Monitoring Well Onsite 1,2 MW-LR-6 Monitoring Well Onsite 1,2 MW-LR-7 Monitoring Well Onsite 1,2 MW-LR-8 Monitoring Well Onsite 1,2 MW-LR-9 Monitoring Well Onsite 2 Pll Monitoring Well Onsite 2 P12 Monitoring Well Onsite 1 P14 Monitoring Well Onsite 1,2 P16 Monitoring Well Onsite 1,2 P17 Monitoring Well Onsite 1,2 P3 Monitoring Well Onsite 1,2 SP22 Monitoring Well Onsite 1,2 SW-LR-1 Surface Water Of fsite 1,2 SW-LR-2 Surface Water Offsite 1 SW-LR-3 Surface Water Offsite 1 SW-LR-4 Surface Water Offsite 1 SW-LR-5 Surface Water Offsite 1 SW-LR-6 Surface Water Offsite 1 SW-LR-7 Surface Water Onsite 1 SW-LR-8 Surface Water Onsite 1,2 SW-LR-9 Surface Water Onsite 1,2 POWER BLOCK SUMP Surface Water Onsite 1 STILL CREEK Surface Water Offsite 1 BRADSHAW RESERVE Surface Water Offsite 1 WADESVILLE MINE Surface Water Offsite 1 A-1

Figure 1 Phase 2 Well Water and Surface Water Sample Locations for the Radiological Groundwater Protection Program, Limerick Generating Station, 2006 A-2

APPENDIX B DATA TABLES

TABLE B-4.1 CONCENTRATIONS OF TRITIUM AND STRONIUM-90 IN WELL WATER SAMPLES COLLECTED AS PART OF THE RADIOLOGICAL GROUNDWATER PROTECTION PROGRAM, LIMERICK GENERATING STATION 2006 RESULTS IN UNITS OF PCI/LITER +/- 2 SIGMA COLLECTION H-3 SR-90 STC DATE MW-LR-1 05/17/06 183 < 0.72 MW-LR-1 10/17/06 181 < 0.91 MW-LR-2 05/18/06 184 < 0.9 MW-LR-2 DUP 05/18/06 169 < 1.41 MW-LR-2 10/16/06 181 *

< 1.35 MW-LR-2 10/17/06 185 < 0.92 MW-LR-3 .05/18/06 170 < 1.18 MW-LR-3 10/18/06 180 t

< 1.33 MW-LR-4 05/19/06 222 +/- 118 < 0.8 MW-LR-4 10/17/06 < 185 * < 1.4 MW-LR-5 05/19/06 305 +/- 121 < 0.79 MW-LR-5 10/18/06 < 183 < 1.11 MW-LR-5 10/18/06 236 +/- 118* < 1.49 MW-LR-5 10/18/06 275 +/- 137* < 1.42 MW-LR-5 10/18/06 247 +/- 118*

MW-LR-5 10/18/06 209 +/- 129*

MW-LR-6 05/17/06 182 1.35 MW-LR-6 10/16/06 180 1.35 MW-LR-6 10/17/06 175 1.34 MW-LR-7 05/18/06 166 1.16 MW-LR-7 10/16/06 181 1.49 MW-LR-7 10/18/06 167 1.47 MW-LR-8 06/28/06 184 +/- 116 MW-LR-8 07/07/06 244 + 116*

MW-LR-8 08/16/06 246 +/- 124* < 1.56 MW-LR-8 10/18/06 < 180 < 1.37

  • INDICATES DISTILLED ANALYSIS B-i

TABLE B-1.1 CONCENTRATIONS OF TRITIUM AND STRONIUM-90 IN WELL WATER SAMPLES COLLECTED AS PART OF THE RADIOLOGICAL GROUNDWATER PROTECTION PROGRAM, LIMERICK GENERATING STATION 2006 RESULTS IN UNITS OF PCI/LITER +/- 2 SIGMA COLLECTION LOCATION DATE H-3 SR-90 MW-LR-9 08/16/06 1500 +/- 210* 1.24 MW-LR-9 10/19/06 < 171

  • 1.33 MW-LR-9 10/19/06 238 +/- 120" 1.36 MW-LR-9 10/19/06 172 MW-LR-9 10/19/06 180 Pll 05/18/06 < 184 < 1.35 P1l 10/17/06 204 +/- 118* < 1.48 P1l 10/17/06 < 187 * < 0.81 P11 DUP 05/18/06 < 185 P12 05/18/06 4360 +/- 494 < 1.3 P12 05/18/06 4350 +/- 199 P14 05/18/06 185 0.89 P14 10/17/06 180 t 1.36 P16 05/18/06 < 182 < 0.94 P17 05/17/06 183 1.37 P17 10/18/06 174 1.48 P3 05/18/06 170 1.12 P3 10/19/06 178 1.46 SP22 05/19/06 165 0.55 SP22 10/17/06 185 1.4
  • INDICATES DISTILLED ANALYSIS B-2

TABLE B-1.2 CONCENTRATIONS OF GAMMA EMITTERS INWELL WATER SAMPLES COLLECTED AS PART OF THE RADIOLOGICAL GROUNDWATER PROTECTION PROGRAM, MMERICK GENERATING STATION 2006 RESULTS IN UNITS OF PCI/UTER +/- 2 SIGMA COLLECTION STC DATE BE-7 K-40 MN-54 CO-58 FE-59 CO-60 ZN-65 NB-95 ZR-95 1-131 CS-134 CS-137 BA-140 LA-140 ZN-65 NS-95 ZR-95 MW-LR-1 05/17/06 < 25 < 29K-40 <3 <3 <6 CO-60

<3 < 10 <4 <5 <4 <6 < 3 < 12 <4 MW-LR-1 10/17/06 < 37 <33 <4 <5 <9 <6 < 10 <5 <9 <12 <4 <4 < 26 <7 MW-LR-2 05/18/06 41 < 43 <5 5 <9 5 16 6 9 8 <8 5 22 7 MW-LR-2 10/16/06 43 58 +/-46 <5 5 < 10 6 9 6 9 14 <4 5 30 12 MW-LR-2 10/17/06 33 < 61 <3 3 <7 3 6 4 6 9 <3 4 23 8 MW-LR-2 DUP 05/18/06 29 < 31 <3 3 <6 3 12 4 6 5 <7 4 14 5 MW-LR-3 05/18/06 < 45 < 56 <5 <6 <11 <6. <16 <6 <9 <8 <8 <6 <22 <<8 MW-LR-3 10/18/06 < 51 < 52 <5 <5 <11 <4 <11 <6 <9 <14 <4 <5 <36 <11 MW-LR-4 05/19/06 < 45 < 56 <6 <5 <12 <5 <14 <6 <9 <8 <6 <5 <24 < 9 MW-LR-4 10/17/06 < 39 < 85 <4 <4 <8 <4 <8 <4 <7 <12 <4 <4 < 28 < 11 MW-LR-5 05/19/06 50 < 72 <6 < 6 < 11 6 22 7 9 9 < 10 <6 24 8 MW-LR-5 10/18/06 48 < 74 <4 < 4 <8 5 10 5 8 14 <4 <5 30 12 MW-LR-5 10/18/06 40 < 99 < 4 < 4 <7 4 8 5 8 15 <4 <4 33 10 MW-LR-5 10/18/06 38 < 42 < 5 < 5 < 11 7 8 5 9 15 <4 <4 32 11 MW-LR-6 05/17/06 27 < 50 < 3 < 3 <6 4 9 4 6 4 <5 <4 13 5 MW-LR-6 10/16/06 49 < 50 < 4 < 5 < 14 5 11 6 9 16 <4 <5 35 9 MW-LR-6 10/17/06 43 119 +/- 61 < 5 < 6 < 11 7 10 5 10 16 <6 <6 35 12 MW-LR-7 05/18/06 < 29 < 49 <3 <3 <7 <3 <12 <4 <6 <5 <6 <4 <15 <5 MW-LR-7 10/16/06 < 20 < 18 <2 <2 <5 <3 <4 <2 <4 <7 <2 <2 <15 <5 MW-LR-7 10/18/06 < 45 < 93 <5 <5 <12 <7 <10 <6. <9 <14 <5 <6 <31 <8 B-3

TABLE B-I.2 CONCENTRATIONS OF GAMMA EMrITERS IN WELL WATER SAMPLES COLLECTED AS PART OF THE RADIOLOGICAL GROUNDWATER PROTECTION PROGRAM, UMERICK GENERATING STATION 2006 RESULTS IN UNITS OF PCI/LITER +/- 2 SIGMA STc DATE BE-7 K-40 MN-54 CO-58 FE-59 CO-60 ZN-65 NB-95 ZR-95 1-131 CS-134 CS-137 BA-140 LA,140 MVW-LR-8 08/16/06 < 45 < 62 <6 <6 <13 <7 <10 <7 <10 <7 <5 <6 <25 <7 MW-LR-8 10/18/06 < 32 < 29 <3 <3 <8 <3 <6 <4 <6 <12 <3 <3 <26 <6 MW-LR-9 08/16/06 < 39 61 +/- 55 <5 <5 <10 <4 <8 <6 <7 <5 <4 <5 <17 <6 MW-LR-9 10/19/06 < 38 < 87 <4 <4 <12 <5 <7 <5 <9 <14 <4 <5 <31 <9 MW-LR-9 10/19/06 < 35 < 79 <3 <4 <9 <4 <5 <4 <7 <12 <4 <4 <27 <7 Pl1 05/18/06 < 48 < 48 <5 <5 <11 <6 <15 <7 <9 <8 <7 <6 <23 <7 P1l 10/17/06 < 43 79 +/- 49 <5 <4 <11 <4 <10 <5 <8 <16 <4 <4 < 29 < 14 P11 DUP 05/18/06 < 43 < 52 <5 <5 <10 <5 <16 <5 <9 <8 <8 <6 <22 <8 P12 05/18/06 < 39 < 76 <5 <5 <8 <4 <14 <5 <8 <7 <7 <5 <21 <6 P14 05/18/06 < 46 < 56 < 5 <5 <10 <6 <13 <6 <9 <8 <6 <6 <25 <8 P14 10/17/06 < 43 < 116 <4 <5 <10 <3 < 10 <5 < 10 < 16 <4 <5 <33 <12 P16 05/18(06 < 47 < 50 < 5 <6 < 13 <6 <16 <6 <9 <9 <7 <6 <22 <9 P17 05/17/06 < 33 < 62 <4 <4 <8 <4 <9 <4 <7 <5 <5 <4 <16 <5 P17 10/18/06 < 52 < 97 <5 <5 <10 <5 <8 <6 < 10 < 13 <5 <5 <34 <12 P3 05/18/06 < 38 < 46 <5 <5 <9 <4 <13 <5 <8 <6 <6 <5 <20 <7 P3 10/19/06 < 42 < 40 <4 <5 <10 <5 <10 <5 <7 <12 <4 <4 <29 <10 SP22 05/19/06 < 53 < 52 <5 <6 <12 <6 < 14 <6 < 10 <9 <7 <6 <27 <9 SP22 10/17/06 < 42 < 74 <4 <5 <11 <5 <9 <6 <8 <16 <4 <4 <34 <13 B-4

TABLE B-11.1 CONCENTRATIONS OF TRITIUM AND STRONIUM-90 IN SURFACE WATER SAMPLES COLLECTED AS PART OF THE RADIOLOGICAL GROUNDWATER PROTECTION PROGRAM, LIMERICK GENERATING STATION 2006 RESULTS IN UNITS OF PCI/LITER +/- 2 SIGMA COLLECTION LOCATION DATE H-3 SR-90 SW-LR-1 05/22/06 < 150 < 1.5 SW-LR-1 10/16/06 < 187 * < 1.59 SW-LR-2 05/22/06 < 152 < 1.46 SW-LR-3 05/22/06 < 154 < 1.59 SW-LR-4 05/22/06 158 +/- 103 < 1.49 SW-LR-5 05/22/06 < 141 < 1.23 SW-LR-5 DUP 05/22/06 < 152 < 1.89 SW-LR-6 05/22/06 184 +/- 108 < 1.35 SW-LR-7 05/22/06 < 150 < 1.84 SW-LR-8 05/19/06 523 +/- 137 < 0.7 SW-LR-8 10/16/06 < 176 < 1.26 SW-LR-9 05/19/06 < 166 < 1.15 SW-LR-9 10/16/06 < 183 * < 1.5 SW-LR-9 DUP 05/19/06 < 172 < 0.89 BRADSHAW RESERVOIR 05/31/06 < 166 < 1.73 POWER BLOCK SUMP 05/31/06 2020 + 154 < 1.83 STILL CREEK 05/31/06 < 165 < 1.63 WADESVILLE MINE 05/31/06 < 165 < 1.28

  • INDICATES DISTILLED ANALYSIS B-5

TABLE B-II.2 CONCENTRATIONS OF GAMMA EMITTERS INSURFACE WATER SAMPLES COLLECTED AS PART OF THE RADIOLOGICAL GROUNDWATER PROTECTION PROGRAM, UMERICK GENERATING STATION 2006 RESULTS INUNITS OF PCI/LITER +/- 2 SIGMA COLLECTION LOCATION DATE BE-7 K-40 MN-54 CO-58 FE-59 CO-60 ZN-65 NB-95 ZR-95 1-131 CS-134 CS-137 BA-140 LA-140 SW-LR-1 05/2206 < 16 < 19 <2 <2 <4 <2 <5 <2 <3 <3 <2 <2 <9 <3 SW-LR-1 10/16'06 < 37 < 76 <4 <4 <8 <4 <8 <4 <7 <12 <4 <4 <27 <6 SW-LR-2 05/22/06 < 48 < 47 <5 <5 <9 <5 <11 <5 <10 <9 <6 <5 <23 <8 SW-LR-3 05/22/06 < 30 < 33 <3 <3 <7 <4 <7 <3 <6 <6 -<4 <3 < 17 <5 SW-LR-4 05/22/06 < 30 < 33 <3 <4 <7 <3 <8 <4 <6 <6 <4 <4 < 16 <5 SW-LR-5 05/22/06 < 43 < 46 <5 <5 <9 <5 <10 <5 <9 <9 <5 <5 <23 <8 SW-LR-5 DUP 05/22/06 < 34 < 65 <4 <4 <8 <4 <9 <4 <7 <7 <5 <4 <:20 <6 SW-LR-6 05/22/06 < 43 < 45 <6 <5 <11 <5 <14 <6 <9 <10 <6 <5 <26 <8 SW-LR-7 05/22/06 < 48 < 87 < 5 <5 <10 <5 <12 <5 <9 <10 <5 <5 <25 <9 SW-LR-8 05/19/06 < 45 < 49 <4 <5 <9 <5 <11 <5 <8 <8 <5 <5 <22 <7 SW-LR-8 10/16/06 < 40 < 117 <4 <4 <9 <3 <8 <4 <10 <16 <4 <4 <35 <11 SW-LR-9 05/19/06 < 51 .< 50 <6 <6 <13 <6 <12 <6 <10 <9 <5 <7 < 27 <8 SW-LR-9 10/16(06 < 61 < 57 <6 <7 <15 <6 <14 <7 <8 <22 <6 <7 <53 <11 SW-LR-9 DUP 05/19/06 < 39 < 42 <5 <5 <10 <5 <10 <5 <8 <7 <5 <5 < 21 <7 BRADSHAW 05(31/06 < 56 < 53 <5 <6 <12 <5 <11 <6 <10 <20 <6 <6 <40 < 12 RESERVOIR POWER BLOCK 05/31/06 < 49 < 47 <5 <5 <12 <5 <12 <5 <10 <16 <6 <5 <37 < 12 SUMP STILL CREEK 05/31/06 < 49 < 46 <5 <5 <12 <5 <11 <6 <9 <17 <6 <5 <38 <12 WADESVI LLE MINE 05/31/06 < 47 < 40 <5 <5 <11 <4 <10 <5 <9 <16 <5 <5 <35 <11 B-6

Docket No: 50-352 50-353 LIMERICK GENERATING STATION UNITS I and 2 Annual Radiological Groundwater Protection Program Report 1 January Through 31 December 2007 Prepared By Teledyne Brown Engineering Environmental Services Exeltn Nuclear Limerick Generating Station Sanatoga, PA 19464 April 2008

Table Of Contents I. Sum m ary and Conclusions ................................................................................................ 1 II. Introduction ........................................................................................................................ 2 A. Objectives of the RGPP ................................... 2 B. Implem entation of the O bjectives .......................................................................... 2 C. Program Description ................................................. ..................................... 3 D. Characteristics of Tritium (H-3) ......................................................................... 4 Ill. Program Description ................................................................................................. 4 A. Sam ple Analysis ................................................................................................ 4 B. Data Interpretation ................................................................................................. 5 C. Background Analysis ........................................................................................ 6

1. Background Concentrations of Tritium .................................................. 6 IV. Results and Discussion .................................................... ....................................... 8 A. G roundwater Results ........................................................................................ 8 B. Surface Water Results ...................................................................................... 9 C. Drinking W ater Well Survey ............................................................................. 9 D. Summary of Results - Inter-laboratory Comparison Program ....................... 10 E. Leaks, Spills, and Releases ........................................................................... 10 F. Trends .............................. * .......... .................... ............................................. 11 G . Investigations ........................................................................... 11 H. Actions Taken ............................................................ .................................. 11 V. References ...................................................................................................................... 11 i

Appendices Appendix A Location Designation TableA Table A-I Radiological Groundwater Protection Program - Sampling Locations for the Limerick Generating Station, 2007 Figure 1 Figure 1 Routine Well Water and Surface Water Sample Locations for the Radiological Groundwater Protection Program, Limerick Generating Station, 2007 Appendix B Data Tables Table B-1.1 Concentrations of Tritium and Stronium-90 in Well Water Samples Collected as Part of the Radiological Groundwater Protection Program, Limerick Generating Station, 2007.

Table B-1.2 Concentrations of Gamma Emitters in Well Water Samples Collected as Part of the Radiological Groundwater Protection Program, Limerick Generating Station, 2007.

Table B-11.1 Concentrations of Tritium and Stronium-90 in Surface Water Samples Collected as Part of the Radiological Groundwater Protection Program, Limerick Generating Station, 2007.

Table B-11.2 Concentrations of Gamma Emitters in Surface Water Samples Collected as Part of the Radiological Groundwater Protection Program, Limerick Generating Station, 2007.

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I. Summary and Conclusions This report on the Radiological Groundwater Protection Program (RGPP) conducted for the Limerick Generating Station (LGS) by Exelon Nuclear covers the period 01 January 2007 through 31 December 2007.

In 2006, Exelon instituted a comprehensive program to evaluate the impact of station operations on groundwater and surface water in the vicinity of Limerick Generating Station. This evaluation involved numerous station personnel and contractor support personnel.

This report covers groundwater and surface water samples, collected from the environment, both on and off station property in 2007. During that time period, 90 analyses were performed on 36 samples from 21 locations.

In assessing all the data gathered for this report, it was concluded that the operation of Limerick Generating Station had no adverse radiological impact on the environment offsite of LGS. There are no know active releases into the groundwater at Limerick Generating Station.

Gamma-emitting radionuclides associated with licensed plant operations were not detected at concentrations greater than their respective Lower Limits of Detection (LLDs) as specified in the Offsite Dose Calculation Manual (ODCM) in any of the groundwater or surface water samples. In the case of tritium, Exelon specified that it's laboratories achieve a lower limit of detection 10 times lower than that required by federal regulation.

Strontium-90 was not detected at a concentration greater than the LLD of 2.0 picoCuries per liter (pCi/L) in any of the groundwater or surface water samples tested.

Tritium was not detected in any of the groundwater or surface water samples at concentrations greater than the United States Environmental Protection Agency (USEPA) drinking water standard (and the Nuclear Regulatory Commission Reporting Limit) of 20,000 pCi/L. Low levels of tritium were detected at concentrations greater than the LLD of 200 pCi/L in 4 of 15 groundwater monitoring locations. The tritium concentrations ranged from 201 to 309 pCi/L.

Although no drinking water pathway is available from groundwater, the dose via the drinking water pathway was calculated at 0.032 mrem to a child (total body),

which was 0.553% of the 10 CFR 50, Appendix I dose limit. All results for Sr-90 and gamma emitting nuclides were less than MDC.

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II. Introduction The Limerick Generating Station (LGS), consisting of two 3458 MWt boiling water reactors owned and operated by Exelon Corporation, is located adjacent to the Schuylkill River in Montgomery County, Pennsylvania. Unit No. 1 went critical on 22 December 1984. Unit No. 2 went critical on 11 August 1989. The site is located in Piedmont countryside, transversed by numerous valleys containing small tributaries that feed into the Schuylkill River. On the eastern river bank elevation rises from approximately 110 to 300 feet mean sea level (MSL). On the western river bank elevation rises to approximately 50 feet MSL to the western site boundary.

This report covers those analyses performed by Teledyne Brown Engineering (TBE) on samples collected in 2007.

A. Objective of the RGPP The long-term objectives of the RGPP are as follows:r

1. Identify suitable locations to monitor and evaluate potential impacts from station operations before significant radiological impact to the environment and potential drinking water sources.
2. Understand the local hydrogeologic regime in the vicinity of the station and maintain up-to-date knowledge of flow patterns on the surface and shallow subsurface.
3. Perform routine water sampling and radiological analysis of water from selected locations.
4. Report new leaks, spills, or other detections with potential radiological significance to stakeholders in a timely manner.
5. Regularly assess analytical results to identify adverse trends.
6. Take necessary corrective actions to protect groundwater resources.

B. Implementation of the Objectives The objectives identified have been implemented at Limerick Generating Station as discussed below:

1. Exelon and its consultant identified locations as described in the 2006 Phase 1 study. The Phase 1 study results and conclusions were made available to state and federal regulators as well as the public on an Exelon web site in station specific reports.

www.exeloncorgo.com/ourcompanie*.powerfen/nucrlear/Tritium-htm 2

2. The Limerick Generating Station reports describe the local hydrogeologic regime. Periodically, the flow patterns on the surface and shallow subsurface are updated based on ongoing measurements.
3. Limerick Generating Station will continue to perform routine sampling and radiological analysis of water from selected locations.
4. Limerick Generating Station has implemented new procedures to identify and report new leaks, spills, or other detections with potential radiological significance in a timely manner.
5. Limerick Generating Station staff and consulting hydrogeologist assess analytical results on an ongoing basis to identify adverse trends.

C. Program Description Samples for the ongoing ground water monitoring program were collected for Exelon Nuclear by Normandeau Associates, lnc.(NAI). This section describes the general collection methods used to obtain environmental samples for the LGS RGPP in 2007. Sample locations can be found in Table A-i, Appendix A.

1. Sample Collection Grnundwater and Surfare Water Samples of water were collected, managed, transported and analyzed in accordance with approved procedures following EPA methods. Both groundwater and surface water were collected.

Sample locations, sample collection frequencies and analytical frequencies were controlled in accordance with approved station procedures. Contractor and/or station personnel were trained in the collection, preservation management, and shipment of samples, as well as in documentation of sampling events. Analytical laboratories were subject to internal quality assurance programs, industry cross-check programs, as well as nuclear industry audits.

Station personnel reviewed and evaluated all analytical data deliverables as data were received.

Analytical data results were reviewed by both station personnel and an independent hydrogeologist for adverse trends or changes to hydrogeologic conditions.

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D. Characteristics of Tritium (H-3)

Tritium (chemical symbol H-3) is a radioactive isotope of hydrogen. The most common form of tritium is tritium oxide, which is also called "tritiated water." The chemical properties of tritium are essentially those of ordinary hydrogen.

Tritiated water behaves the same as ordinary water in both the environment and the body. Tritium can be taken into the body by drinking water, breathing air, eating food, or absorption through skin. Once tritium enters the body, it disperses quickly and is uniformly distributed throughout the body. Tritium is excreted primarily through urine with a clearance rate characterized by an effective biological half-life of about 14 days. Within one month or so after ingestion, essentially all tritium is cleared. Organically bound tritium (tritium that is incorporated in organic compounds) can remain in the body for a longer period.

Tritium is produced naturally in the upper atmosphere when cosmic rays strike air molecules. Tritium is also produced during nuclear weapons explosions, as a by-product in reactors producing electricity, and in special production reactors, where the isotopes lithium-7 and/or boron-10 are activated to produce tritium. Like normal water, tritiated water is colorless and odorless. Tritiated water behaves chemically and physically like non-tritiated water in the subsurface, and therefore tritiated water will travel at the same velocity as the average groundwater velocity.

Tritium has a half-life of approximately 12.3 years. It decays spontaneously to helium-3 (3He). This radioactive decay releases a beta particle (low-energy electron). The radioactive decay of tritium is the source of the health risk from exposure to tritium. Tritium is one of the least dangerous radionuclides because it emits very weak radiation and leaves the body relatively quickly. Since tritium is almost always found as water, it goes directly into soft tissues and organs. The associated dose to these tissues is generally uniform and is dependent on the water content of the specific tissue.

Ill. Program Description A. Sample Analysis This section describes the general analytical methodologies used by TBE to analyze the environmental samples for radioactivity for the Limerick Generating Station RGPP in 2007.

In order to achieve the stated objectives, the current program includes the following analyses:

4

1. Concentrations of gamma emitters in groundwater and surface water.
2. Concentrations of strontium in groundwater and surface water.
3. Concentrations of tritium in groundwater and surface water.

B. Data Interpretation The radiological data collected prior to Limerick Generating Station becoming operational were used as a baseline with which these operational data were compared. For the purpose of this report, Limerick Generating Station was considered operational at initial criticality. Several factors were important in the interpretation of the data:

1. Lower Limit of Detection and Minimum Detectable Concentration The lower limit of detection (LLD) is defined as the smallest concentration of radioactive material in a sample that would yield a net count (above background) that would be detected with only a 5% probability of falsely concluding that a blank observation represents a "real" signal. The LLD is intended as a before the fact estimate of a system (including instrumentation, procedure and sample type) and not as an after the fact criterion for the presence of activity. All analyses were designed to achieve the required LGS detection capabilities for environmental sample analysis.

The minimum detectable concentration (MDC) is defined above with the exception that the measurement is an after the fact estimate of the presence of activity.

2. Laboratory Measurements Uncertainty The estimated uncertainty in measurement of tritium in environmental samples is frequently on the order of 50% of the measurement value.

Statistically, the exact value of a measurement is expressed as a range with a stated level of confidence. The convention is to report results with a 95% level of confidence. The uncertainty comes from calibration standards, sample volume or weight measurements, sampling uncertainty and other factors. Exelon reports the uncertainty of a measurement created by statistical process (counting error) as well as all sources of error (Total Propagated Uncertainty or TPU). Each result has two values calculated.

Exelon reports the TPU by following the result with plus or minus +/-

5

the estimated sample standard deviation, as TPU, that is obtained by propagating all sources of analytical uncertainty in measurements.

Analytical uncertainties are reported at the 95% confidence level in this report for reporting consistency with the AREOR.

C. Background Analysis A pre-operational radiological environmental monitoring program (pre-operational REMP) was conducted to establish background radioactivity levels prior to operation of the Station. The environmental media sampled and analyzed during the pre-operational REMP were atmospheric radiation, fall-out, domestic water, surface water, aquatic life, and foodstuffs. The results of the monitoring were detailed in the report entitled, Pre-operational Radiological Environmental Monitoring Program Report, Limerick Generating Station Units 1 and 2, 1 January 1982 through 21 December 1984, Teledyne Isotopes and Radiation Management Corporation.

The pre-operational REMP contained analytical results from samples collected from both surface water and groundwater.

Monthly surface water sampling began in 1982, and the samples were analyzed for tritium as well as other radioactive analytes. During the preoperational program tritium was detected at a maximum concentration of 420 pCi/L, indicating that these preoperational results were from nuclear weapons testing and are radioactively decaying as predicted.

Gamma isotopic results from the preoperational program were all less than or at the minimum detectable concentration (MDC) level.

1. Background Concentrations of Tritium The purpose of the following discussion is to summarize background measurements of tritium in various media performed by others. Additional detail may be found by consulting references.
a. Tritium Production Tritium is created in the environment from naturally occurring processes both cosmic and subterranean, as well as from anthropogenic (i.e., man-made) sources. In the upper atmosphere, "Cosmogenic" tritium is produced from the bombardment of stable nuclides and combines with oxygen to form tritiated water, which will then enter the hydrologic cycle. Belowground,%"lithogenic" tritium is produced by the 6

bombardment of natural lithium present in crystalline rocks by neutrons produced by the radioactive decay of naturally abundant uranium and thorium. Lithogenic production of tritium is usually negligible compared to other sources due to the limited abundance of lithium in rock. The lithogenic tritium is introduced directly to groundwater.

A major anthropogenic source of tritium and strontium-90 comes from the former atmospheric testing of thermonuclear weapons. Levels of tritium in precipitation increased significantly during the 1950s and early 1960s, and later with additional testing, resulting in the release of significant amounts of tritium to the atmosphere. The Canadian heavy water nuclear power reactors, other commercial power reactors, nuclear research and weapons production continue to influence tritium concentrations in the environment.

b. Precipitation Data Precipitation samples are routinely collected at stations around the world for the analysis of tritium and other radionuclides. Two publicly available databases that provide tritium concentrations in precipitation are Global Network of Isotopes in Precipitation (GNIP) and USEPA's RadNet database. GNIP provides tritium precipitation concentration data for samples collected world wide since 1960. RadNet provides tritium precipitation concentration data for samples collected at stations through out the U.S. Based on GNIP data for sample stations located in the U.S. Midwest, tritium concentrations peaked around 1963. This peak, which approached 10,000 pCi/L for some stations, coincided with the atmospheric testing of thermonuclear weapons. Tritium concentrations in surface water showed a sharp decline up until 1975 followed by a gradual decline since that time.

Tritium concentrations in have typically been below 100 pCi/L since around 1980. Tritium concentrations in wells may still be above the 200 pCi/L detection limit from the external causes described above. Water from previous years was naturally captured in groundwater. As a result, some well water sources today are affected by the surface water from the 1960s that contained elevated tritium activity.

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c. Surface Water Data Tritium concentrations are routinely measured in the Schuylkill and Delaware Rivers. Pennsylvania surface water data are typically less than 100 pCi/L.

The USEPA RadNet surface water data typically has a reported 'Combined Standard Uncertainty' of 35 to 50 pCi/L.

According to USEPA, this corresponds to a +/-70 to 100 pCi/L 95% confidence bound on each given measurement.

Therefore, the typical background data provided may be subject to measurement uncertainty of approximately +/- 70 to 100 pCi/L.

The radio-analytical laboratory is counting tritium results to an Exelon specified LLD of 200 pCi/L. Typically, the lowest positive measurement will be reported within a range of 40 -

240 pCi/L or 140 +/- 100 pCi/L. Clearly, these sample results cannot be distinguished as different from background at this concentration.

IV. Results and Discussion Gamma spectroscopy results for groundwater and surface water sample were reported for twelve nuclides (Mn-54, Co-58, Fe-59, Co-60, Zn-65, Nb-95, Zr-95, I-131, Cs-134, Cs-137, Ba-140 and La-140).

A. Groundwater Results Samples were collected from onsite wells throughout the year in accordance with the station radiological groundwater protection program.

Analytical results and anomalies are discussed below.

Samples from fifteen locations were analyzed for tritium activity (Table B-1.1, Appendix B). Tritium values ranged from non detectable to 309 pCi/L.

Well MW-LR-5 had the highest value of 309 pCi/L. Although no drinking water pathway is available from groundwater, the dose via the drinking water pathway was calculated at 0.032 mrem to a child (total body), which was 0.553% of the 10 CFR 50, Appendix I dose limit.

Strontium No Sr-90 activity was detected in any of the ground water samples analyzed (Table B-4.1, Appendix B).

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Gamma Fmittars Potassium-40 was detected in one of 15 samples at a concentration of 155 pCi/Liter. No other gamma emitting nuclides were detected (Table B-1.2, Appendix B).

B. Surface Water Results In accordance with the Station's radiological groundwater protection program surface water samples were collected from streams that transverses the site, as well as, from other water bodies that could influence the tritium concentration at Limerick. Analytical results and anomalies are discussed below.

Samples from six locations were analyzed for tritium activity No tritium activity was detected in any surface water samples analyzed (Table B-1.3, Appendix B).

No Sr-90 activity was detected in any of surface water samples analyzed (Table B-1.3, Appendix B).

Gamma Imitters No gamma emitting nuclides were detected in any of the surface water samples analyzed (Table B-1.4, Appendix B).

C. Drinking Water Well Survey A drinking water well survey was conducted during the summer 2006 by CRA (CRA 2006) around the Limerick Generating Station. CRA reviewed the Pennsylvania Groundwater Information System database to identify wells within a 1-mile radius from the center of the Station. Forty-six domestic withdrawal wells, two industrial wells, two commercial wells, and one institutional well were identified within the specified radius. The well depths range from 78 to 345 feet bgs, and they yield between 8 and 100 gallons per minute (gpm). All wells are completed in the Brunswick Formation.

The Station has one potable supply well and one fire water well. The potable supply well is constructed as an open-rock borehole. Groundwater was measured at a depth 102 feet bgs during a well pump replacement in 2004 (personal communication with Station, 2006). The pump was placed at a depth of approximately 294 feet bgs. The total well depth and the 9

depth of the steel casing are unknown. The well is located approximately 175 feet east of the Reactor Building. The Station estimates that the well is pumped at approximately 2 gpm. The fire water well is constructed as an open-rock borehole. Groundwater was encountered at 121 feet bgs during a well pump replacement in 2004. The well pump was placed at a depth of approximately 399 feet bgs. The total well depth and the depth of the steel casing are unknown. The well is located approximately 500 feet east of the cooling towers. The well is used only in an emergency fire situation; therefore, water use is estimated to be zero.

D. Summary of Results - Inter-Laboratory Comparison Program Inter-Laboratory. Comparison Program results for TBE are presented -in the Annual Radiological Environmental Operating Report.

E. Leaks, Spills, and Releases Tritium was discovered in the "C" aux boiler on 11/17/2007 (IR 700944)..

Activity found was 4030 pCi/L. Subsequent sampling of the Refuel Water Storage Tank (RWST) and the telltale indicator for the guard pipe from the condensate return line of the steam heat to the circulating water pump house (gooseneck) showed positive tritium, as well. The gooseneck was discharging directly to the ground, which resulted in a notification to the PA DEP per the Exelon radiological groundwater protection program procedure. Total time that tritiated water was being discharged to the ground was three days. On 11/20/2007 the discharge from the gooseneck was redirected to a drain that goes through the oil interceptors, oily waste separators, hold pond and then to radwaste discharge line to outfall 001.

The release rate was determined by operations as 2.9 gallons/minute.

Total volume released to the ground was calculated as 47,423 liters for the three days of discharge. The highest activity observed during that time period was 4850 pCi/L. Based upon this information a total of 2.3E+08 pCi were discharged to the ground. There is no drinking water pathway that could become contaminated from this release. Monitoring well P-1 1 is the closes well to the release. The maximum dose via the drinking water pathway was calculated at 0.502 mrem to a child (total body), which was 8.369% of the 10 CFR 50, Appendix I dose limit.

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F. Trends No trends have been identified.

G. Investigations Conclusions from the Phase I report have been made available to state and federal regulators and to the public. Currently no investigations are on going.

H. Actions Taken

1. Compensatory Actions There have been no station events requiring compensatory actions at the Limerick Generating Station.
2. Installation of Monitoring Wells No new wells have been installed in 2007
3. Actions to Recover/Reverse Plumes No actions were required to recover or reverse groundwater plumes.

V. References

1. Conestoga Rovers and Associates, Fleetwide Assessment, Limerick Generating Station, Sanatoga, Pennsylvania, Ref. No. 045136(17), September 2006
2. Pre-operational Radiological Environmental Monitoring Program Report, Limerick Generating Station Units I and 2, 1 January 1982 through 21 December 1984, Teledyne Isotopes and Radiation Management Corporation.

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APPENDIX A LOCATION DESIGNATION

TABLE A-1: Radiological Groundwater Protection Program - Sampling Locations for the Limerick Generating Station, 2007 Location Type Distance MW-LR-1 Monitoring Well Onsite MW-LR-2 Monitoring Well Onsite MW-LR-3 Monitoring Well Onsite MW-LR-4 Monitoring Well Onsite MW-LR-5 Monitoring Well Onsite MW-LR-6 Monitoring Well Onsite MW-LR-7 Monitoring Well Onsite MW-LR-8 Monitoring Well Onsite MW-LR-9 Monitoring Well Onsite Pll .Monitoring Well Onsite P14 Monitoring Well Onsite P16 Monitoring Well *Onsite P17 Monitoring Well Onsite P3 Monitoring Well Onsite SP22 Monitoring Well Onsite SW-LR-2 Surface Water Offsite SW-LR-4 Surface Water Offsite SW-LR-6 Surface Water Offsite SW-LR-7 Surface Water Onsite SW-LR-8 Surface Water Onsite SW-LR-9 Surface Water Onsite A-1

Figure I Routine Well Water and Surface Water Sample Locations for the Radiological Groundwater Protection Program, Limerick Generating Station, 2007 A-2

APPENDIX B DATA TABLES

TABLE B-I.1 CONCENTRATIONS OF TRITIUM AND STRONTIUM-90 IN WELL WATER SAMPLES COLLECTED AS PART OF THE RADIOLOGICAL GROUNDWATER PROTECTION PROGRAM, LIMERICK GENERATING STATION, 2007 RESULTS IN UNITS OF PCI/LITER +/- 2 SIGMA COLLECTION SITE DATE H-3 SR-90 MW-LR-1 05/02/07 < 162 MW-LR-1 10130/07 'C 178 < 1.8 MW-LR-2 05/01/07 < 164 MW-LR-2 10/31/07 <189

  • 0.8 MW-LR-3 05/02/07
  • 166 MW-LR-3 10/31/07
  • 196 < 1.4 MW-LR-4 05/01/07
  • 163 MW.LR-4 10/30/07 179 < 1.3 MW-LR-5 05102/07 309 +/- 117 MW-LR-5 11/01/07 281 +/- 125 < 0.8 MW-LR-5F 11/01/07 201 + 126 < 0.7 MW-LR-5 SPLIT 11/01/07 222 + 101 < 0.6 MW-LR-6 05/02/07 < 166 MW-LR-6 10/31/07 c 194 < 1.8 MW-L8-7 05/02107 < 163 MW-LR-7 10/30/07 191 < 1.3 MW-LR-8 05/03/07 281 +/- 114 MW-LR-8 10/30/07 < 188 < 1.0 MW-LR-8M 10/30107 215 +/- 128
  • 1.2 MW-LR-8 SPLIT 10/30/07 < 175 < 0.5 MW-LR-9 05/03/07 308 +/- 117 MW-LR-9 DUP 05/03/07 209  : 112 MW-LR-9 10/30/07 269 +/- 131 < 1.3 MW-LR-9M 10/30/07 250 +/- 127 < 1.5 MW-LR-9 SPLIT 10/30/07 < 175 < 0.4 P-1Il 05/01107 < 163 P-1Il 10/30/07 < 194 < 1.6 P-14 05/03/07 < 165 P-14 10/30/07 < 196 < 1.3 P-16 05/03/07 < 167 P-16 DUP 05/03/07
  • 164 P-16 10/30/07 213 +/- 122 < 1.7 P-17 05/01/07
  • 164 P-17 10/30/07 < 199 < 1.4 P-3 05/01/07 < 158 P-3 10/31/07
  • 194
  • 159 SP-22 10/30/07 < 194 < 0.8 SAMPLES ARE DISTILLED FOR H-3 ANALYSIS B-1

TABLE B-I.2 CONCENTRATIONS OF GAMMA EMITTERS INWELL WATER SAMPLES COLLECTED AS PART OF THE RADIOLOGICAL GROUNDWATER PROTECTION PROGRAM, LIMERICK GENERATING STATION, 2007 RESULTS IN UNITS OF PCI/LITER +/- 2 SIGMA STC COLLECTION Be-7 K-40 Mn-54 Co-58 Fe-59 Co-60 Zn-65 Nb-95 Zr-95 1-131 Cs-134 Cs-137 Ba-140 La-140 PERIOD MW-LR-1 10/30/07 < 44 < 92 <4 -c4 <c11 < 4 < 11 < 5 < 9 <c17 <5 < 5 < 35 <10 MW-LR-2 10/31/07 < 44 < 45 <4 <5 <10 <5 <11 <6 <9 <14 <5 <4 <36 '12 MW-LR-3 10/31/07 < 43 < 98 <5 <6 <10 <4 <9 <6 <8 <13 <4 <5 <29 <14 MW-LR-4 10/30/07 < 36 < 78 <4 <4 <8 <4 < 7 <4 <7 <12 <3 <4 <24 < 10 MW-LR-5 11/01/07 < 31 < 73 <3 <3 <8 <3 <7 <3 <7 <9 <3 '4 <24 <8 MW-LR-5F 11/01/07 < 41 < 36 <5 <5 < 11 <5 < 11 <6 < 10 < 14 <5 '5 <30 < 12 MW-LR-5 SPLIT 11/01/07 < 27 < 65 <2 <2 <4 <3 <7 <3 <6 <7 <3 <3 <11 <5 MW-LR-6 10/31/07 < 42 < 101 <5 <6 <12 <5 <11 <5 <10 <13 <5 <5 <35 <13 MW-LR-7 10/30/07 < 44 < 92 <5 <4 <11 <5 <9 <6 <8 <14 <4 <5 <33 <9 MW-LR-8 10/30/07 < 44 < 95 <5 <5 <12 <5 <9 6 <10 <15 <4 <5 <39 <12 MW-LR-8M 10/30/07 < 36 < 78 <4 <4 <9 <4 <7 <4 <7 '12 <3 <4 <29 <8 MW-LR-8 SPLIT 10/30/07 < 28 < 69 <3 <2 <3 <2 <5 <2 '4 <6 '2 <2 <11 '3 MW-LR-9 10/30/07 < 46 < 92 <5 <5 <10 <5 <13 <6 <10 <18 '5 <5 <41 <14 MW-LR-9M 10/30/07 < 31 < 36 <3 <4 <8 <4 <7 <4 <7 <11 <3 <4 <25 <9 MW-LR-9 SPLIT 10/30/07 < 28 < 76 <2 <3 <8. <1 <5 <4 <5 <8 <2 <3 <13 <3 P-11 10130/07 < 51 < 47 <5 <5 <11 <7 <11 <6 <10 <17 <4 <5 <35 <12 P-14 10/30/07 < 37 155 145 <4 < 4 <8 '3 <8 <4 <7 <12 '44 <4 <26 <8 P-16 10/30/07 < 27 < 28 <3 <3 < 7 <3 <7 <3 '6 <11 <3 <3 <24 -<7 P-17 10/30/07 < 30 < 31 <3 <3 <7 <4 <6 '4 <6 <11 <3 <3 <23 <7 P-3 10/31/07 < 35 < 70 <4 <4 < 9 <3 <7 '4 <7 <12 <4 <4 <29 <10 SP-22 10/30/07 < 25 < 53 < 3 < 3 < 6 <2 <5 <3 <5 < 9 <3 <3 <21 <7

TABLE B-1.1 CONCENTRATIONS OF TRITIUM AND STRONIUM-90 IN SURFACE WATER SAMPLES COLLECTED AS PART OF THE RADIOLOGICAL GROUNDWATER PROTECTION PROGRAM, LIMERICK GENERATING STATION 2007 RESULTS IN UNITS OF PCI/LITER +/-2 SIGMA COLLECTION SITE DATE H-3 SR-90 SW-LR-2 4/30107

  • 164 SW-LR-2 10129/07
  • 197 < 0.7 SW-LR-4 10/29/07
  • 195 SW-LR-6 10/29/07
  • 194 SW-LR-7 4/30/07
  • 166 SW-LR-7 10/30/07 < 181 < 1.5 SW-LR-8 10/31/07 < 192 SW-LR-9 10/31/07 < 191 SAMPLES ARE DISTILLED FOR H-3 ANALYSIS B-3

TABLE B-II.2 CONCENTRATIONS OF GAMMA EMITTERS IN SURFACE WATER SAMPLES COLLECTED AS PART OF THE RADIOLOGICAL GROUNDWATER PROTECTION PROGRAM, LIMERICK GENERATING STATION, 2007 RESULTS IN UNITS OF PCI/LITER +/- 2 SIGMA STC COLLECTION Be-7 K-40 Mn-54 Co-58 Fe-59 Co-60 Zn-65 Nb-95 Zr-95 1-131 Cs-134 Cs-137 Ba-140 La-140 PERIOD SW-LR-2 10/29/07 < 38 < 35 <4 <4 < 9 <4 <7 <5 < 7 < 14 <4 <4 < 31 < 10 SW-LR-7 10/30/07 < 34 < 74 < 4 <4 < 8 <4 <7 <4 <7 < 13 < 3 <4 < 28 <9

Docket No: 50-352 50 - 353 LIMERICK GENERATING STATION UNITS I and 2 Annual Radiological Groundwater Protection Program Report 1 January Through 31 December 2008 Prepared By Teledyne Brown Engineering Environmental Services Exel 6n.

Nuclear Limerick Generating Station Sanatoga, PA 19464 April 2009

Table Of Contents I. Sum mary and Conclusions ........................................................................................... I II. Introduction ........................................................................................................................ 2 A. Objectives of the RGPP ................................................................................... 2 B. Implementation of the Objectives ................................................................... 2 C. Program Description ........................................................................................ 3 D. Characteristics of Tritium (H-3) ......................................................................... 4 I1l. Program Description ................................................................................................... 4 A. Sam ple Analysis ................................................................................................ 4 B. Data Interpretation ........................................................................................... 5 C. Background Analysis ......................................................................................... 6

1. Background Concentrations of Tritium ........................... 6 IV. Results and Discussion ............................................................................................. 8 A. Groundwater Results ....................................................................................... 8 B. Surface Water Results ...................................................................................... 9 C. Drinking Water W ell Survey ............................................................................ 9 D. Summary of Results - Inter-laboratory Comparison Program ....................... 10 E. Leaks, Spills, and Releases ........................................................................... 10 F. Trends ............................................................................................................. 10 G. Investigations ................................................................................................ 10 H. Actions Taken................................................................................................ 10 V. References ...................................................................................................................... 11 i

Appendices Appendix A Location Designation Tables Table A-1 Radiological Groundwater Protection Program - Sampling Locations for the Limerick Generating Station, 2008 Figures Figure 1 Routine Well Water and Surface Water Sample Locations for the Radiological Groundwater Protection Program, Limerick Generating Station, 2008 Appendix B Data Tables Tables Table B-I.1 Concentrations of Tritium and Stronium-90 in Well Water Samples Collected as Part of the Radiological Groundwater Protection Program, Limerick Generating Station, 2008.

Table B-1.2 Concentrations of Gamma Emitters in Well Water Samples Collected as Part of the Radiological Groundwater Protection Program, Limerick Generating Station, 2008.

Table B-11.1 Concentrations of Tritium and Stronium-90 in Surface Water Samples Collected as Part of the Radiological Groundwater Protection Program, Limerick Generating Station, 2008.

Table B-11.2 Concentrations of Gamma Emitters in Surface Water Samples Collected as Part of the Radiological Groundwater Protection Program, Limerick Generating Station, 2008.

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I. Summary and Conclusions This report on the Radiological Groundwater Protection Program (RGPP) conducted for the Limerick Generating Station (LGS) by Exelon Nuclear covers the period 01 January 2008 through 31 December 2008. During that time period, 103 analyses were performed on 58 samples from 21 groundwater and surface water locations collected from the environment, both on and off station property in 2008.

There was one known release into the groundwater at Limerick Generating Station that occurred from a cooling tower overflow while a Radwaste discharge was in progress. The discharge was secured and no radioactivity was found in the water sample obtained.

Gamma-emitting radionuclides associated with licensed plant operations were not detected at concentrations greater than their respective Lower Limits of Detection (LLDs) as specified in the Offsite Dose Calculation Manual (ODCM) in any of the groundwater or surface water samples.

Strontium-90 was not detected at a concentration greater than the LLD of 2.0 picoCuries per liter (pCi/L) in any of the groundwater or surface water samples tested.

Tritium was not detected in any of the groundwater or surface water samples at concentrations greater than the United States Environmental Protection Agency (USEPA) drinking water standard (and the Nuclear Regulatory Commission Reporting Limit) of 20,000 pCi/L. Low levels of tritium were detected at concentrations greater than the LLD of 200 pCi/L in 5 of 15 groundwater monitoring locations and 1 of 6 surface water monitoring locations. The tritium concentrations ranged from 208 to 902 pCi/L. Although no drinking water pathway is available from groundwater, the dose via the drinking water pathway was calculated at 0.053 mrem to a child (total body), which was 0.89% of the 10 CFR 50, Appendix I dose limit.

In assessing all the data gathered for this report, it was concluded that the operation of Limerick Generating Station had no adverse radiological impact on the environment offsite of LGS.

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II. Introduction The Limerick Generating Station (LGS), consisting of two 3458 MWt boiling water reactors owned and operated by Exelon Corporation, is located adjacent to the Schuylkill River in Montgomery County, Pennsylvania. Unit No. 1 went critical on 22 December 1984. Unit No. 2 went critical on 11 August 1989. The site is located in Piedmont countryside, transversed by numerous valleys containing small tributaries that feed into the Schuylkill River. On the eastern river bank elevation rises from approximately 110 to 300 feet mean sea level (MSL). On the western river bank elevation rises to approximately 50 feet MSL.

This report covers those analyses performed by Teledyne Brown Engineering (TBE) on samples collected in 2008.

In 2006, Exelon instituted a comprehensive program to evaluate the impact of station operations on groundwater and surface water in the vicinity of Limerick Generating Station. This evaluation involved numerous station personnel and contractor support personnel.

A. Objective of the RGPP The long-term objectives of the RGPP are as follows:

1. Identify suitable locations to monitor and evaluate potential impacts from station operations before significant radiological impact to the environment and potential drinking water sources.
2. Understand the local hydrogeologic regime in the vicinity of the station and maintain up-to-date knowledge of flow patterns on the surface and shallow subsurface.
3. Perform routine water sampling and radiological analysis of water from selected locations.
4. Report new leaks, spills, or other detections with potential radiological significance to stakeholders in a timely manner.
5. Regularly assess analytical results to identify adverse trends.
6. Take necessary corrective actions to protect groundwater resources.

B. Implementation of the Objectives The objectives identified have been implemented at Limerick Generating Station as discussed below:

1. Exelon and its consultant identified locations as described in the 2006 Phase 1 study. The Phase 1 study results and conclusions 2

were made available to state and federal regulators as well as the public on an Exelon web site in station specific reports.

www.exeloncorp.com/ourcompanies/power-en/nuclearlTritium.htm

2. The Limerick Generating Station reports describe the local hydrogeologic regime. Periodically, the flow patterns on the surface and shallow subsurface are updated based on ongoing measurements.
3. Limerick Generating Station will continue to perform routine sampling and radiological analysis of water from selected locations.
4. Limerick Generating Station has implemented new procedures to identify and report new leaks, spills, or other detections with potential radiological significance in a timely manner.
5. Limerick Generating Station staff and consulting hydrogeologist assess analytical results on an ongoing basis to identify adverse trends. -

C. Program Description Samples for the ongoing ground water monitoring program were collected for Exelon Nuclear by Normandeau Associates, Inc.(NAI). This section describes the general collection methods used to obtain environmental samples for the LGS RGPP in 2008. Sample locations can be found in Table A-1, Appendix A.

1. Sample Collection Groundwater and Surface Water Samples of water were collected, managed, transported and analyzed in accordance with approved procedures following EPA methods. Both groundwater and surface water were collected.

Sample locations, sample collection frequencies and analytical frequencies were controlled in accordance with approved station procedures. Contractor and/or station personnel were trained in the collection, preservation management, and shipment of samples, as well as in documentation of sampling events. Analytical laboratories were subject to internal quality assurance programs, industry cross-check programs, as well as nuclear industry audits.

Station personnel reviewed and evaluated all analytical data deliverables as data were received.

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Both station personnel and an independent hydrogeologist reviewed analytical data results for adverse trends or changes to hydrogeologic conditions.

D. Characteristics of Tritium (H-3)

Tritium (chemical symbol H-3) is a radioactive isotope of hydrogen. The most common form of tritium is tritium oxide, which is also called "tritiated water." The chemical properties of tritium are essentially those of ordinary hydrogen.

Tritiated water behaves the same as ordinary water in both the environment and the body. Tritium can be taken into the body by drinking water, breathing air, eating food, or absorption through skin. Once tritium enters the body, it disperses quickly and is uniformly distributed throughout the body. Tritium is excreted primarily through urine with a clearance rate characterized by an effective biological half-life of about 14 days. Within one month or so after ingestion, essentially all tritium is cleared. Organically bound tritium (tritium that is incorporated in organic compounds) can remain in the body for a longer period.

Tritium is produced naturally in the upper atmosphere when cosmic rays strike air molecules. Tritium is also produced during nuclear weapons explosions, as a by-product in reactors producing electricity, and in special production reactors, where the isotopes lithium-7 and/or boron-10 are activated to produce tritium. Like normal water, tritiated water is colorless and odorless. Tritiated water behaves chemically and physically like non-tritiated water in the subsurface, and therefore tritiated water will travel at the same velocity as the average groundwater velocity.

Tritium has a half-life of approximately 12.3 years. It decays spontaneously to helium-3 (3He). This radioactive decay releases a beta particle (low-energy electron). The radioactive decay of tritium is the source of the health risk from exposure to tritium. Tritium is one of the least dangerous radionuclides because it emits very weak radiation and leaves the body relatively quickly. Since tritium is almost always found as water, it goes directly into soft tissues and organs.. The associated dose to these tissues is generally uniform and is dependent on the water content of the specific tissue.

Ill. Program Description A. Sample Analysis This section describes the general analytical methodologies used by TBE to analyze the environmental samples for radioactivity for the Limerick 4

Generating Station RGPP in 2008.

In order to achieve the stated objectives, the current program includes the following analyses:

1. Concentrations of gamma emitters in groundwater and surface water.
2. Concentrations of strontium in groundwater and surface water.
3. Concentrations of tritium in groundwater and surface water.

B. Data Interpretation The radiological data collected prior to Limerick Generating Station becoming operational were used as a baseline with which these operational data were compared. For the purpose of this report, Limerick Generating Station was considered operational at initial criticality. Several factors were important in the interpretation of the data:

1. Lower Limit of Detection and Minimum Detectable Concentration The lower limit of detection (LLD) is defined as the smallest concentration of radioactive material in a sample that would yield a net count (above background) that would be detected with only a 5% probability of falsely concluding that a blank observation represents a "real" signal. The LLD is intended as a before the fact estimate of a system (including instrumentation, procedure and sample type) and not as an after the fact criterion for the presence of activity. All analyses were designed to achieve the required LGS detection capabilities for environmental sample analysis.

The minimum detectable concentration (MDC) is defined above with the exception that the measurement is an after the fact estimate of the presence of activity.

2. Laboratory Measurements Uncertainty The estimated uncertainty in measurement of tritium in environmental samples is frequently on the order of 50% of the measurement value.

Statistically, the exact value of a measurement is expressed as a range with a stated level of confidence. The convention is to report results with a 95% level of confidence. The uncertainty comes from calibration standards, sample volume or weight measurements, sampling uncertainty and other factors. Exelon reports the 5

uncertainty of a measurement created by statistical process (counting error) as well as all sources of error (Total Propagated Uncertainty or TPU). Each result has two values calculated.

Exelon reports the TPU by following the result with plus or minus +

the estimated sample standard deviation, as TPU, that is obtained by propagating all sources of analytical uncertainty in measurements.

Analytical uncertainties are reported at the 95% confidence level in this report for reporting consistency with the AREOR.

C. Background Analysis A pre-operational radiological environmental monitoring program (pre-operational REMP) was conducted to establish background radioactivity levels prior to operation of the Station. The environmental media sampled and analyzed during the pre-operational REMP were atmospheric radiation, fall-out, domestic water, surface water, aquatic life, and foodstuffs. The results of the monitoring were detailed in the report entitled, Pre-operational Radiological Environmental Monitoring Program Report, Limerick Generating Station Units 1 and 2, 1 January 1982 through 21 December 1984, Teledyne Isotopes and Radiation Management Corporation.

The pre-operational REMP contained analytical results from samples collected from both surface water and groundwater.

Monthly surface water sampling began in 1982, and the samples were analyzed for tritium as well as other radioactive analytes. During the preoperational program tritium was detected at a maximum concentration of 420 pCi/L, indicating that these preoperational results were from nuclear weapons testing and are radioactively decaying as predicted.

Gamma isotopic results from the preoperational program were all less than or at the minimum detectable concentration (MDC) level.

1. Background Concentrations of Tritium The purpose of the following discussion is to summarize background measurements of tritium in various media performed by others. Additional detail may be found by consulting references.
a. Tritium Production Tritium is created in the environment from naturally occurring processes both cosmic and subterranean, as well as from anthropogenic (i.e., man-made) sources. In the upper 6

atmosphere, "Cosmogenic" tritium is produced from the bombardment of stable nuclides and combines with oxygen to form tritiated water, which will then enter the hydrologic cycle. Below ground, "lithogenic" tritium is produced by the bombardment of natural lithium present in crystalline rocks by neutrons produced by the radioactive decay of naturally abundant uranium and thorium. Lithogenic production of tritium is usually negligible compared to other sources due to the limited abundance of lithium in rock. The lithogenic tritium is introduced directly to groundwater.

A major anthropogenic source of tritium and strontium-90 comes from the former atmospheric testing of thermonuclear weapons. Levels of tritium in precipitation increased significantly during the 1950s and early 1960s, and later with additional testing, resulting in the release of significant amounts of tritium to the atmosphere. The Canadian heavy water nuclear power reactors, other commercial power reactors, nuclear research and weapons production continue to influence tritium concentrations in the environment.

b. Precipitation Data Precipitation samples are routinely collected at stations around the world for the analysis of tritium and other radionuclides. Two publicly available databases that provide tritium concentrations in precipitation are Global Network of Isotopes in Precipitation (GNIP) and USEPA's RadNet database. GNIP provides tritium precipitation concentration data for samples collected world wide since 1960. RadNet provides tritium precipitation concentration data for samples collected at stations through out the U.S. Based on GNIP data for sample stations located in the U.S. Midwest, tritium concentrations peaked around 1963. This peak, which approached 10,000 pCi/L for some stations, coincided with the atmospheric testing of thermonuclear weapons. Tritium concentrations in surface water showed a sharp decline up until 1975 followed by a gradual decline since that time.

Tritium concentrations in have typically been below 100 pCi/L since around 1980. Tritium concentrations in wells may still be above the 200 pCi/L detection limit from the external causes described above. Water from previous years was naturally captured in groundwater. As a result, some well water sources today are affected by the surface water from the 1960s that contained elevated tritium activity.

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C. Surface Water Data Tritium concentrations are routinely measured in the Schuylkill and Delaware Rivers. Pennsylvania surface water data are typically less than 100 pCi/L.

The USEPA RadNet surface water data typically has a reported 'Combined Standard Uncertainty' of 35 to 50 pCi/L.

According to USEPA, this corresponds to a +/-70 to 100 pCi/L 95% confidence bound on each given measurement.

Therefore, the typical background data provided may be subject to measurement uncertainty of approximately +/- 70 to 100 pCi/L.

The radio-analytical laboratory is counting tritium results to an Exelon specified LLD of 200 pCi/L. Typically, the lowest positive measurement will be reported within a range of 40 -

240.pCi/L or 140 +/- 100 pCi/L. Clearly, these sample results cannot be distinguished as different from background at this concentration.

IV. Results and Discussion Gamma spectroscopy results for groundwater and surface water sample were reported for twelve nuclides (Mn-54, Co-58, Fe-59, Co-60, Zn-65, Nb-95, Zr-95, I-131, Cs-134, Cs-137, Ba-140 and La-140).

A. Groundwater Results Samples were collected from onsite wells throughout the year in accordance with the station radiological groundwater protection program.

Analytical results and anomalies are discussed below.

Tritium Samples from fifteen locations were analyzed for tritium activity (Table B-1.1, Appendix B). Tritium values ranged from non detectable to 902 pCi/L.

Well MW-LR-5 had the highest value of 902 pCi/L. Although no drinking water pathway is available from groundwater, the dose via the drinking water pathway was calculated at 0.053 mrem to a child (total body), which was 0.889% of the 10 CFR 50, Appendix I dose limit.

Strontium No Sr-90 activity was detected in any of the ground water samples analyzed (Table B-1.1, Appendix B).

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Gamma Emitters No gamma emitting nuclides were detected (Table B-1.2, Appendix B).

B. Surface Water Results In accordance with the Station's radiological groundwater protection program surface water samples were collected from streams that transverses the site, as well as, from other water bodies that could influence the tritium concentration at Limerick. Analytical results and anomalies are discussed below.

Tritium Samples from six locations were analyzed for tritium activity Tritium activity was detected in station SW-LR-6 at a concentration of 208 pCi/Liter (Table B-1.3, Appendix B).

Strontium No Sr-90 activity was detected in any of surface water samples analyzed (Table B-1.3, Appendix B).

Gamma Emitters Potassium-40 was detected in two of six samples. Potassium-40 values ranged from 54 pCi/Liter to 69 pCi/Liter. No other gamma emitting nuclides were detected (Table B-1.4, Appendix B).

C. Drinking Water Well Survey A drinking waterwell survey was conducted during the summer 2006 by CRA (CRA 2006) around the Limerick Generating Station. CRA reviewed the Pennsylvania Groundwater Information System database to identify wells within a 1-mile radius from the center of the Station. Forty-six domestic withdrawal wells, two industrial wells, two commercial wells, and one institutional well were identified within the specified radius. The well depths range from 78 to 345 feet blow ground surface (bgs), and they yield between 8 and 100 gallons per minute (gpm). All wells are completed in the Brunswick Formation.

The Station has one potable supply well and one fire water well. The potable supply well is constructed as an open-rock borehole. Groundwater was measured at a depth 102 feet bgs during a well pump replacement in 2004 (personal communication with Station, 2006). The pump was placed at a depth of approximately 294 feet bgs. The total well depth and the depth of the steel casing are unknown. The well is located approximately 9

175 feet east of the Reactor Building. The Station estimates that the well is pumped at approximately 2 gpm. The fire water well is constructed as an open-rock borehole. Groundwater was encountered at 121 feet bgs during a well pump replacement in 2004. The well pump was placed at a depth of approximately 399 feet bgs. The total well depth and the depth of the steel casing are unknown. The well is located approximately 500 feet east of the cooling towers. The well is used only in an emergency fire situation; therefore, water use is estimated to be zero.

D. Summary of Results - Inter-Laboratory Comparison Program Inter-Laboratory Comparison Program results for TBE are presented in the Annual Radiological Environmental Operating Report.

E. Leaks, Spills, and Releases There was one known release into the groundwater at Limerick Generating Station that occurred from a cooling tower overflow on March 20, 2008, while a Radwaste discharge was in progress (IR752414). The discharge was secured and no radioactivity was found in the water sample obtained; however tritium was identified in a nearby well as part of the RGPP.

F. Trends No trends have been identified.

G. Investigations Conclusions from the Phase 1 report have been made available to state and federal regulators and to the public. Currently no investigations are on going.

H. Actions Taken

1. Compensatory Actions There have been no station events requiring compensatory actions at the Limerick Generating Station.
2. Installation of Monitoring Wells No new wells have been installed in 2007
3. Actions to Recover/Reverse Plumes No actions were required to recover or reverse groundwater plumes.

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V. References

1. Conestoga Rovers and Associates, Fleetwide Assessment, Limerick Generating Station, Sanatoga, Pennsylvania, Ref. No. 045136(17), September 2006
2. Pre-operational Radiological Environmental Monitoring Program Report, Limerick Generating Station Units 1 and 2, 1 January 1982 through 21 December 1984, Teledyne Isotopes and Radiation Management Corporation.

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Intentionally Left Blank 12

APPENDIX A LOCATION DESIGNATION

TABLE A-i: Radiological Groundwater Protection Program - Sampling Locations for the Limerick Generating Station, 2008 Location Type Distance MW-LR-1 Monitoring Well Onsite MW-LR-2 Monitoring Well Onsite MW-LR-3 Monitoring Well Onsite MW-LR-4 Monitoring Well Onsite MW-LR-5 Monitoring Well Onsite MW-LR-6 Monitoring Well Onsite MW-LR-7 Monitoring Well Onsite MW-LR-8 Monitoring Well Onsite MW-LR-9 Monitoring Well Onsite P1l Monitoring Well Onsite P14 Monitoring Well Onsite P16 Monitoring Well Onsite P17 Monitoring Well Onsite P3 Monitoring Well Onsite SP22 Monitoring Well Onsite SW-LR-2 Surface Water Offsite SW-LR-4 Surface Water Offsite SW-LR-6 Surface Water Offsite SW-LR-7 Surface Water Onsite SW-LR-8 Surface Water Onsite SW-LR-9 Surface Water Onsite A-1

Figure 1 Routine Well Water and Surface Water Sample Locations for the Radiological Groundwater Protection Program, Limerick Generating Station, 2008 A-2

APPENDIX B DATA TABLES

TABLE B-I.1 CONCENTRATIONS OF TRITIUM AND STRONTIUM-90 INWELL WATER SAMPLES COLLECTED AS PART OF THE RADIOLOGICAL GROUNDWATER PROTECTION PROGRAM, LIMERICK GENERATING STATION, 2008 RESULTS IN UNITS OF PCI/LITER +/-2 SIGMA COLLECTION SITE DATE H-3 SR-90 MW-LR-1 04/29/08 < 186 MW-LR-1 10/08/08 < 143 < 1.0 MW-LR-2 04/30/08 < 187 MW-LR-2 10/09/08 < 146 < 0.9 MW-LR-3 04/30/08 < 187 MW-LR-3 10/09/08 < 138 < 1.1 MW-LR-4 04/30/08 < 190 MW-LR-4 10/08/08 < 143 < 1.0 MW-LR-5 ORIGINAL 04/28/08 902 +/- 180 MW-LR-5 RERUN 04/28/08 832 +/- 171 MW-LR-5 ORIGINAL 04/29/08 806 +/- 171 MW-LR-5 RERUN 04/29/08 791 +/- 166 MW-LR-5 ORIGINAL 07/21/08 < 196 MW-LR-5 RERUN 07/21/08 275 +/- 110 MW-LR-5 DUPLICATE 07121/08 366 +/- 138 MW-LR-5 ORIGINAL 08/18/08 420 +/- 133 MW-LR-5 RERUN 08/18/08 425 +/- 136 MW-LR-5 ORIGINAL 09/17/08 375 +/- 106 MW-LR-5 RERUN. 09117/08 432 +/- 106 MW-LR-5 ORIGINAL 10/09/08 167 +/- 93.6 < 1.3 MW-LR-5 DUPLICATE 10/09/08 < 147 < 0.9 MW-LR-6 04/30/08 < 190 MW-LR-6 10/09/08 < 140 < 0.9 MW-LR-7 04/30/08 < 187 MW-LR-7 10/09/08 < 144 < 0.8 MW-LR-8 ORIGINAL 04/29/08 241 +/- 124 MW-LR-8 RERUN 04/29/08 230 +/- 131 MW-LR-8 10/08/08 218 +/- 97 < 0.7 MW-LR-9 04/28/08 < 186 MW-LR-9 04/29/08 < 186 MW-LR-9 10108/08 240 +/- 108 < 0.9 P3 04/29/08 < 188 P3 10/09/08 < 139 < 0.7 P11 ORIGINAL 04/29/08 256 +/- 125 P11 RERUN 04/29/08 222 +/- 130 P11 ORIGINAL 10/08/08 185 +/- 94 < 0.9 P11 DUPLICATE 10/08/08 197 +/- 103 < 1.6 P14 04/29/08 < 187 P14 10/08/08 212 +/- 98 < 0.8 P16 04/30/08 < 189 P16 10/09/08 < 139 P17 04/29108 < 184 P17 10/08/08 < 136 < 1.3 SP22 04/29/08 < 186 SP22 10108/08 < 150 < 0.9 Samples are distilled for H-3 analysis B-1

TABLE B-I.2 CONCENTRATIONS OF GAMMA EMITTERS IN WELL WATER SAMPLES COLLECTED AS PART OF THE RADIOLOGICAL GROUNDWATER PROTECTION PROGRAM, LIMERICK GENERATING STATION, 2008 RESULTS IN UNITS OF PCI/LITER +/- 2 SIGMA STC COLLECTION Be-7 K-40 Mn-54 Co-58 " Fe-59 Co-60 Zn-65 Nb-95 Zr-95 1-131 Cs-134 Cs-137 Ba-140 La-140 PERIOD MW-LR-1 10108/08 < 32 < 23 <3 <4 <8 <3 <5 <3 <6 <19 <3 <3 <33 <10 MW-LR-2 10/09/08 < 34 < 28 <3 <4 <8 <3 <6 <4 <6 <20 <3 <3 <33 <11 MW-LR-3 10/09/08 < 26 < 59 <2 <3 <6 <3 <5 <3 <5 <15 <2 <3 <27 <7 MW-LR-4 10/08/08 < 34 <63 <3 <4 <8 <3 <6 <4 <6 <21 <3 <3 <35 <12 MW-LR-5 07/21/08 < 52 < 54 <6 <6 <12 <6 <11 <8 <10 <10 <5 <7 <28 <8 MW-LR-5 10/09108 < 35 < 32 <3 <3 <9 <3 <5 <5 <7 <23 <3 <4 <37 <11 MW-LR-5 10/09/08 < 27 < 25 <2 <.3 <7 <3 <5 <3 <5 <22 <2 <3 <30 <10 MW-LR-6 10/09/08 < 30 < 70 <3 <4 <8 <3 <6 <4 <7 <17 <3 <3 <33 <12 MW-LR-7 10109/08 < 33 < 28 <4 <4 <8 <3 <8 <4 <7 <19 <3 <4 <34 <11 MW-LR-8 10/08/08 < 39 < 32 <3 <4 <9 <4 <7 <5 <8 <26 <3 <4 <38 <13 MW-LR-9 10/08/08 < 34 < 25 <3 <4 <7 <3 <7 <4 <6 <21 <3 <3 <37 <9 P11 10/08/08 <41 <34 <3 <4 <10 <3 <8 <5 <8 <34 <3 <4 <51 <15

<34 <34 <3 <4 <7 <3 <6 <4 <7 <19 <3 <3 <34 <10 P14 10/08/08 < 26 < 21 <2 <3 <7 <3 <5 <3 <5 <17 <2 <3 <29 <<9 P-16 10/08108 (1)

P17 10/08/08 <34 <57 <3 <4 <9 <3 <7 <4 <8 <29 <3 <4 <42 <15' P3 10/09/08 < 22 < 45 <2 <2 <5 <2 <4 <3 <4 <13 <2 <2 <24 <7 SP22 10/08/08 < 28 < 24 <3 <3 <6 <3 <6 <3 <5 <17 <3 <3 <30 <11 (1) INSUFFICIENT VOLUME FOR GAMMA ANALYSIS B-2

TABLE B-4.1 CONCENTRATIONS OF TRITIUM AND STRONTIUM-90 IN SURFACE WATER SAMPLES COLLECTED AS PART OF THE RADIOLOGICAL GROUNDWATER PROTECTION PROGRAM, LIMERICK GENERATING STATION, 2008 RESULTS IN UNITS OF PCI/LITER +/- 2 SIGMA COLLECTION SITE DATE H-3 SR-90 m

SW-LR-2 04/28/08 < 186 SW-LR-2 04/28/08 < 190 SW-LR-2 10/07/08 < 142 < 1.3 SW-LR-4 04/28/08 < 185 SW-LR-4 10/07/08 < 147 < 1.0 SW-LR-6 04128108 < 183 SW-LR-6 10/07/08 208 + 102 < 0.9 SW-LR-7 04/28/08 < 186 SW-LR-7 10/07/08 < 131 < 1.1 SW-LR-8 04/28/08 < 186 SW-LR-8 10/09/08 < 145 < 1.0 SW-LR-9 04/28/08 < 190 SW-LR-9 10!10/08 < 166 < 1.7 SAMPLES ARE DISTILLED FOR H-3 ANALYSIS B-3

TABLE B-11.2 CONCENTRATIONS OF GAMMA EMITTERS IN SURFACE WATER SAMPLES COLLECTED AS PART OF THE RADIOLOGICAL GROUNDWATER PROTECTION PROGRAM, LIMERICK GENERATING STATION, 2008 RESULTS IN UNITS OF PCI/LITER +/- 2 SIGMA STC COLLECTION Be-7 K-40 Mn-54 Co-58 Fe-59 Co-60 Zn-65 Nb-95 Zr-95 1-131 Cs-134 Cs-137 Ba-140 La-140 PERIOD SW-LR-2 10/07108 < 31 54 +/- 33 < 3 <3 <8 <3 <6 <3 <6

  • 20 <3 <3 <34 < 10 SW-LR-4 10/07/08 < 37 < 60 <3 <4 <10 <3 <6 <5 <7 < 23 <3 <3 < 35 < 12 SW-LR-6 10/07/08 < 28 69 +/- 32 < 3 <3 <7 <3 <5 <3 <6
  • 19 <2 <3 < 31 < 10 SW-LR-7 10/07/08 < 33 < 33 <3 <4 <8 <3 <6 <4 <7
  • 21 <3 <4 < 38 < 12 SW-LR-8 10/09/08 < 34 < 27 <3 <4 <7 <3 <7 <3 <6 < 18 <3 <3 <32 < 11 SW-LR-9 10110108 < 20 < 29 <1 <2 <5 <1 <3 <2 <4 < 54 <1 <1 <48 < 14 B-4

Docket No: 50- 352 50-353 LIMERICK GENERATING STATION UNITS 1 and 2 Annual Radiological Groundwater Protection Program Report 1 January Through 31 December 2009 Prepared By Teledyne Brown Engineering Environmental Services Nuclear Limerick Generating Sanatoga, PA April 2010

Table Of Contents I. Summary and Conclusions ............................................................................................. 1 II. Introduction ................ ................................. 3 A. Objectives of the RGPP .................................................................................. 3 B. Implementation of the Objectives ................................................................. 3 C. Program Description ................................. I........................................................ 4 D. Characteristics of Tritium (H-3) ....................................................................... 5 Ill. Program Description ................................................................................................. 6 A. Sample Analysis ........................................................................................... 6 B. Data Interpretation ......................................................................................... 6 C. Background Analysis ...................................... 7

1. Background Concentrations of Tritium ................................................. 8 IV. Results and Discussion. .......................................................................................... 10 A. Groundwater Results .................................................................................... 10 B. Surface Water Results ..................................... 11 C. Drinking W ater W ell Survey ......................................................................... 12 D. Summary of Results - Inter-laboratory Comparison Program ..................... 12 E. Leaks, Spills, and Releases ......................................................................... 12 F. Trends ................ G ......................................................................................... 13 G. Investigations ................................................................................................. 13 H. Actions Taken .............................................................................................. 13 V. References ................................................................................................................... 14

Appendices Appendix A Location Designation Tables  ; .

Table A-1 - .,.Radiologicai Groundwater Protection Program - Sampling Locations for j the Limerick Generating Station, 2009 Figures Figure 1 *Routine Well Water and Surface Water Sample Locations for the

. Radiological Groundwater ProtectionProgram, Limerick Generating Station, 2009 1:

Appendix B Data Tables -::,., , .. .

Tables Table B-1.1 Concentration's of Tritiurn, Strontium-90, Gross Alpha and Gross Beta in Well Water Samples Collected as Part of the Radiological Groundwater Protection, Program,' Limerick Generating Station, 2009.

Table B-1.2 Concentrations of Gamma Emitters in Well Water Samples (ollected as Part of the Radiological: Groundwater Protection Program, Limerick Generating Station;!2009.

Table B-1.3 ConcentrationSof Hard-To-Detects in Well Water Samples C6llected as Part,;f the Radiological Groundwater Protection Program, Limerick

"" Gene ralting Station, .2009.  :...

Tab le B-ll11 Concentrationso6f Tritium, 'Strontiurn-90,bross Alpha and Gross Beta in Surfade Water Samples'Collected as Part'of the Radiological Groundwater Protection Program, LEimerick, Generating Station, 2009.

Tablle B-11.2 Concentrations of Gamma Emitters 'ihn Surface Water Samples

...Collected as Pa.rt of the.RadiolQgical Groundwater Protection Program, Limerick Generating Station,,2009.

  • I ii

I. Summary and Conclusions This report on the Radiological Groundwater Protection Program (RGPP) conducted for the Limerick Generating Station (LGS) by Exelon Nuclear covers

  • the period 01 January 2008 through 31 December 2008. During that time period, 264 analyses were performed on 44 samples from. 15 groundwater and 7 surface water locations collected from the environment, both on and off station property in 2009.

There was one known release into the groundwater at the Limerick Generating Station that occurred from a leak from the exterior walls of both Ul and U2 condenser bays. The condensation was observed dripping directly to open-ground and asphalt, One well (LM-MW-9),located near-the Unit 1 Condensate Storage Tank had a tritium value as high as 1750 pCi/L.

Tritium was not detected in any of the groundwater or surface water samples at concentrations greater than the United States Environmental Protection Agency (USEPA) drinking water standard (and the Nuclear Regulatory Commission Reporting Limit) of 20,000 pCi/L. Low levels of tritium were detected at three of -

the 15 groundwater m onitoring locations. The tritium concentrations ranged from 189 to 1750 pCi/L. .

Strontium-90 was not detected in either the, groundwater or surface water samples. . . .

Gross Alpha and Gross Beta analyses:in the dissolvedand suspended fractions performed on groundwater surface water samples during the second sampling in 2009. Gross Alpha (dissolved) was detected in.9 of 15 groundwater and 1 of 7 surface water. locations. The concentrations ranged from 2.1 to 9.1 pCi/L. Gross Alpha (suspended) was detected in 5 of 1'5 groundwater.lo'cations. The concentrations ranged from 1.6 to 7.5 pCi/L. Gross Beta (dissolved) was detected in all 15 groundwater and 6 of 7 surface water locations. The concentrations ranged from.2.6 to l7 pCi/L. Grpss Beta (suspended) was.

detected in 3 of 15 locations. The concentrations ranged from 4.3 to 11, pCi/L.

Gamma-emitting radionuclides associated with licensed plant operations were not detected in either groundwater or surface water samples.

Hard-To-Detect analyses were performed on a select group of groundwater locations to establish background levels. -The analyses inclUded Fe-55, Ni-63, Am-241, Cm-242, Cm-243/244, Pu-238, Pu-239/240, U-233/234, U-235 and U-238. The isotopes Of U-233/234 and U-238 were detected in four of five groundwater monitoring locations. The U-233/234 concentrations ranged from 0.9 to 2.3 pCi/L and the U-238 concentrations ranged from 0.5 to 1.8 pCi/L. The levels detected are considered background.

All other hard-to-detect nuclides were not detected at concentrations greater than their respective MDCs.

1

Although no drinking water pathway is available from groundwater, the dose via the drinking water pathway was calculated at 0.18.1 mrem to a child (total ,body),

which was3.20% of.thel 0 CFR 50, Appendix I'dose limit.

In assessing all the data gathered for this report, it was concluded that the operation of Limerick.Generating Station had no adverse radiological impact on the environment offsite of. LGS.:

  • 1*

.7 . -.

2

II. :Introduction The Limerick Generating Station (LGS), consisting of two 3458. MWt boiling water reactors owned and operated by Exelon'Corporation, is located adjacent to the Schuylkill River in Montgomery County,- Pennsylvania. Unit No. 1 went critical-on. 22 December .1984. Unit No. 2 wentcriticalon 11 August 1989. The site is located in Piedmont countryside, transversed by numerous valleys containing small tributaries that feed into the Schuylkill River. On the eastern river bank elevation rises from approximately 110 to 300 feet mean sea level (MSL). On the western river bank elevation rises to approximately 50 feet MSL.

This report covers those analyses performed by Teledyne Brown Engineering (TBE) on samples collected in 2009.

In 2006, Exelon instituted a comprehensive program to evaluate the impact of station operations on groundwater and surface water in the vicinity of Limerick Generating Station. This evaluation involved numerous station personnel and contractor support personnel.

A. Objective of the RGPP The long-term objectives of the RGPP are as follows:

1. Identify suitable locations to monitor and evaluate potential impacts from station operations before significant radiological impact to the environment and potential drinking water sources.
2. Understand the local hydrogeologic regime in the vicinity of the station and maintain up-to-date knowledge of flow patterns on the surface and shallow subsurface.
3. Perform routine water sampling and radiological analysis of water from selected locations.
4. Report new leaks, spills, or other detections with potential radiological significance to stakeholders in a timely manner.
5. Regularly assess analytical results to identify adverse trends.
6. Take necessary corrective actions to protect groundwater resources.

B. Implementation of the Objectives The objectives identified have been implemented at Limerick Generating Station as discussed below:

1. Exelon and its consultant identified locations as described in the 2006 Phase 1 study. The Phase 1 study results and conclusions 3

were made available to state andfederal regulators as wel! as the public-on an Exelon web-site in station specific,reports.

wWw.exeloncorp.com/ourcompanies/powergen/n uclear/Tritium .htm'

2. The Limerick Generating Station reports describe the local hydrogeologic regime. Periodically, the flow patterns on the surface and shallow, subsurfaceare updated based. on ongoing measurements.
3. Limerick Generating Station will continue to perform routine sampling and radiological analysis of water from selected locations.
4. Limerick Generating Station has, implemented new procedures to
  • identify and report. new leaks, spills,.,or.other detections with

- .potential radiological significance in a timely manner.

5. Limerick Generating$ tation staf,.and.(on .'sulting hydrogeologist assess analytical results on an ongoing basisto ideniify adverse trends.

C. Program Description Samples for the ,ongoiig ground Water niriitoring program were collected for Exelon Nuclearby Normande6u A-ssociates, Inc. (NAI). This section describes the general collfction meth0.ds used to., Obtain environmental samples for the LGS RGPP in";2009.',9: Sample locations can be found in Table A-i, Appendix. A..

1. Sample Collection Groundwater and Surface Water SSamples of both gr~oundwater and'surface water were collected,

'managed; transported and analyzed in accordance with approved S' 'procedures' following EPA methods. Sample locations, sample collection frequenicies and ahalýtic'ai frequencies were controlled in accordance with approved statiOn pioceddUres. Contractor: and/or

-station personnel were trained in the collection, preservation

.  : :management, and shipment of samples, as well as in documentation of sampling events. Analytical laboratories were subject to internal quality assurance programs, industry cross-check programs, as well as nuclear industry audits. Station personnel reviewed and evaluated all analytical data deliverables as data were received.

4

'Both station personnel and. an independent hydrogeologist reviewed analytical data results for adverse trends or changes to hydrogeologic conditions.

D. 'Characteristics of Tritium (H-3)

. Tritium.(chemical symbol H-3) is a radioactive isotope of hydrogen. The most common form of tritium is tritium oxide, which is-also called "tritiated water." The chemical properties of tritium are essentially those of ordinary

-hydrogen.

Tritiated water behaves the same as ordinary water in both the

- environment and the body. Tritium can be taken into the body by drinking water, breathing air, eating food, oir absorption through skin. Once tritium enters the body, it disperses quickly and is uniformly distributed throughout the body. Tritium is excreted primarily through urine with a 6',lea.rar rate charActerized by an effedtive biological half-life of about 14 da'ys: Wit'in'6ne m0nth' o so after ingestion, essentially all tritium is cleared. Organically bound tritium (tritium that is incorporated in organic compounds) can remain in the body for a longer period.

Tritium is produced naturallyin the upper atmosphere when cosmic rays strike'air molecules. Tritidurm is also produced during nuclear weapons explosions, as a by-product in reactors producing electricity, and in special production reactors, wh're the'isotopes lithium-7 and/or boron-10 are activated to pr6duce tritium. Like normal 'water, tritiated water is colorless and odorless. Tritiated water behaves chemically and physically like non-tritiated water in the subsurface, and therefore tritiated water will travel at the same velocity as the average groundwater velocity.

Tritium has a half-life of approxirriately 12.3 years. It decays spontaneously to helium-3 (3 He). This radioactive decay releases a beta particle (low-energy electron). The ,radioactive decay of tritium is the source of the ,health-risk from exposure to tritium... Tritium is one of the least dangerous radionuclides because it emits very weak radiation and leaves the body relatively quickly. Since,,tritium is almost always found as water, it goes directly into.soft tissues and.organs. The associated dose to these tissues is generally uniform and is dependent on the water content of the specific tissue.

5

Ill. Program Description A. Sample Analysis . ,.

This section describes the.:*general analytical methodologies used. by TBE toanalyze the environmental. samples for radioactivity for the Limerick Generating Station RGPP in 2009.

In order to achieve the stated objectives,, the current program includes the following analyses:

1. Concentrations of tritium in groundwater and surface water.
2. Concentrations of.Gross Alpha, Dissolved and Suspendediand Gross Beta, Dissolved and Suspended in.groundwater and surface water.
3. Concentrationsof gamma emitters in-groundwater and surface water. .
4. Concentrations of strontium iri gro.undwater and surface wa"ter.
5. Concentrations of Am.-.241;ig.rondwat.r...
6. Co'ncentratioris of Cm'-242'and'trm-243/244 in groundwater.
7. Concentratiohs of Pu-238.*aýnd PU-239/240 in groundwater.
8. Concentrations of U-233/234; U-235 and U-238 in groundwater.
9. Concentrations of Fe-55 in groundwater.

10.- Concentrations of Ni-63 in groundwater.

B. Data Interpretation .

.The. radiological data. collected priorto Limerick Generating Station becoming operationalwere used .as a&.baselineowith which these operational data were compared.. For the purpose of this report, Limerick

-Generating: Stationhwasconsidered -operational at initial criticality. Several factors were important in the interpretation of the data:

1. Lower Limit of Detection and Minimum Detectable Concentration The lower limit of detection (LLD) is defined as the smallest concentration of radioactive material in a sample that would yield a net count (above background) that would be detected with only a 6

5% prObability of falsely concluding that a -blank observation represents a "real" signal. The LLD is intended as a before the fact estimate of a'system (including instrumentation,' procedure and sample type) and not as an after the fact criterion for the presence of -activity.Ali'analyses-were designed to achieve the required LGS

.detection capabilities for environmental sample analysis.

., - The minimum detectable concentration (MDC) is defined above with the exception that the measurement is an after the fact estimate of the presence of activity. -

2. Laboratory Measurements'Undertainty

-, Theeestimated uncertainty in measurement of tritium in enviro,nmental samples is frequently on the order of 50% of the measurement value.

. . Statisticabily, the exa6ct-value of a measurement is expressed as a rangewith a stated level of confidence. The convention is to report results with a 95% level of confidence. The uncertainty comes from calibration standards,'safnpie volume or weight measurements, sampling uncertainty and other factors. Exelon reports the 'uncertaihty of a measurement created by statistical process (counting error) as. well as all sources of error (Total

-Propagated Uncertainty Or TPU). Each result has two values calcula'ted; Exelon reports the TPU by following the result with plus or minus,+/- the estimated sample standard deviation, as TPU, that is obtained by:propagating all sources of analytical uncertainty in measurements.

Analytical uncertainties are reported at the 95% confidence level in this report for.reporting consistency with the AREOR.

C. Background Analysis A pre-operational radiological environmental monitoring program (pre-operational REMP);was conducted to establish.background- radioactivity levels prior. to operation of the Station. The environmental media sampled and analyzed during the pre-operational REMP were atmospheric radiation, fall-out, domestic water, surface water, aquatic life,, and foodstuffs. The results of the monitoring were detailed in the report entitled, Pre-operational Radiological Environmental Monitoring Program Report, Limerick Generating Station Units 1 and 2, 1 January 1982 through 21 December 1984, Teledyne Isotopes and Radiation Management Corp6ration.

7

The pre-operational REMP contained analytical results from samples collected from both surface water and groundwater. ,

Monthly surface water sampling began in 1982, and the samples were analyzed for tritium as well as other radioactive analytes. During the preoperational program tritium was detected at a maximum concentration of 420.pCi/L, indicating thatthese preoperational results were from nuclear weapons testing-and is radioactively decaying as predicted.

Gamma isotopic results from the preoperational program were all less than or at the minimum detectable concentration (MDC) level.

1. Background Concentrations of Tritium.,

The purpose of the following discussion is to summarize ii background measLurements of tritium in various media performed by others. Additional detail may be found by consulting references.

a: Tritiumr Production".'

Tritium is created in the envirorment from naturally occurring

-  : processes both coshimic and subterranean, as well asj0rom

-anthropogenic (iLe., man made) sources. In the upper atmosphere, "Cosmogenic" tritium is produced from the bombardment of stable nublides' and combines with oxygen to form tritiated water, which will then enter the hydrollogic cycle. Below ground, "lithogenic" tritium is produced by the bombardment of natural litIhium present in crystalline Irocks by neutrons produced by* the" radioactive r decay of naturally

. It

.abundant uranium and thorium,. Lithogenic production of

' tritium is usually negligible.compared to other sources due to S,,the limited abundance oflithium in rock. The lithogenic

..tritium

, is .introduced directly-to groundwater.

A major anthropogenic source of tritium and strontium-90 comes from the'former atmospheric testing of thermonuclear weapons. Levels of tritium in precipitation increased significantly during the 1950s and early 1960s, and later with additional testing, resulting in the, release of significant amounts of tritium to the atmosphere. The Canadiantheavy water nuclear power reactors, other commercial powerJI reactors, nuclear research and weapons production continue to influence tritium concentrations in the environment.d

b. Precipitation Data Precipitation samples are routinely collected at stations 8 I'
  • around the world for theanalysis of tritium and other

,.radionuclides. Two publicly available databases that provide tritium concentrations in precipitation are Global Network of database. GNIP provides tritium precipitation concentration data for samples collected world wide since.1960. RadNet provides tritium precipitation concentration data for samples collected at stations through out the U.S. Based on GNIP data for sample stations located in the U.S. Midwest, tritium concentrations peaked around 1.963. This peak, which approached 10,000 pCi/L for some stations, coincided with the atmospheric testing ofIhermbiutlear weapons. Tritium concentrations in surface water showed a sharp decline up until 1975 followed by a gradual decline since that time.

Tritium concentrations have typically been below 100 pCi/L siinde approximately 1980. Tritiu~m concentrations in wells may still be above the 200 pCi/L detection limit from the external causes described above. Water from previous years was naturally captured in groundwater. As a result, some well water sources today are affected by the surface c.. water from the 1.960s that contained elevated tritium activity.

c. Surface Water Data Tritium concentrations are routinely measured in the Schuylkill and Delaware Rivers. Pennsylvania surface water data are typically less than 1:00'pCi/L.

'The USEPA RadNet surface water data typically has a

  • reported 'Combined Standard'Uncertainty' of 35 to 50 pCi/L.

According toUSEPA, this corresponds to a +/-70 to 100 pCi/L

' 95% confidence bound on each given measurement.

Therefore, the typical background data provided may be

  • subject to measurement uncertainty of approximately +/- 70 to

-"100pCi/L.

The radioanalytical laboratory.is counting tritium results to an Exelon specified LLD of-200 pCi/L. Typically, the lowest positive measurement Will be -reported within a range of 40 -

240 pCi/L or 140 +/- 100 pCi/L. Clearly, these sample results cannot be distinguished as different from background at this concentration.

9

IV. Results and Discussion Gamma spectroscopy results for groundwater and surface water sample were reported for twelve nuclides (Mn-54, Co-58, Fe-59, Co-60, Zn.-65, Nb-95', Zr-95, 1-131; Cs-134, Cs-137, Ba-140 and LaT140).

A. Groundwater Results Samples were collected from onsite wells throughout the year in accordance with the station radiological goundwater protection program.

Analytical results and anomalies'are discussed below.

Tritium Samples from fifteen locations were analyzed for tritium activity (Table B-1.1, Appendix B).. Tritium values ranged from non detectable to 1,750 pCi/L. Well MW-LR'-9.had the.i.1est value of .1,75Q pCi.L. Although no drinking water pathway is available from grounnwl~wt~e,:it theoretical dose via the drinking water pathway was calculated at 0.181 mrem to a child (total body), which represents,3.02% of the, 10 CFR 50, Appendix I dose limit of 6 mrem.

Strontium No Sr-90 activity wa's detected in any of the ground water samples analyzed (Table B-1.1, Appendix B)...,

Gross Alpha and Gross Beta (dissolved and suspended)

-GrossAlpha and Gross Beta analyses in the dissolved and suspended fractions were performed on groundwater surf.ace water samples during the second sampling in 2009. Gross Alpha (dissolved) was detected in 9 of 15 groundwater locations.. The concentrations ranged from 2.1 tto 9.1 pCi/L. Gross Alpha (suspended) was detecte d in 5 of 15 groundwater

- locations. The.concentrations ranged from 1:6 to 7.5 pCi/L. Gross Beta

-(dissolved).:was detected in all 15-groundwater locations: The concentrations.lranged from 2.6.to,17 pCi/L. Gross Beta (suspended) was detected, in 3 of .15 groundwater locations. The concentrations ranged from 4.3ato.11 pCi/L (Table B-l.l1,Appendix.B). -

Gamma Emitters Potassium-40 was detected on three of 15 groundwater locations with a range of 72 to 120 pCi/L. No other gamma emitting nuclides were detected (Table B-1.2, Appendix B).

10

Hard-To-Detect

" Hard-To-Detect analyses were performed on a select group of groundwater locations to establish background levels. The analyses included Fe-55, Ni-63, Am.;241, Cm-242, Cm-243/244, Pu-238, Pu-239/240, U-233/234, U-235 and U-238. The isotopes of U-233/234 and U-238 were detected in four of five groundwater monitoring locations. The U-233/234 concentrations ranged from 0.9 to 2.3 pCi/L and the U-238 concentrations ranged from 0.5 to 1.8 pCi/L (Table B-1.3, Appendix B).

The concentrations detected are considered background.

All other hard-to-detect nuclides were not detected at concentrations greater than their respective MDCs.

B. Surface Water Results.

In acc6rdanc&ewith the Siation's radio0logical groundwater protection program surface water sampies were collected from streams that ttansveises t-e site, as well as, from other water bodies that could influence the tritibm concentration at Limerick. Analytical results and anomalies are discussed below.

Tritium Samples from seven locations were analyzed for tritium activity Tritium activity was detected in station'SW-LR-8 at a concentration of 198 pCi/Liter (Table B-11.1, Appendix B).

Strontium .--.

'No Sr-90 activi ty was detecied in any of surface water samples analyzed (Table B-II.1, Appendix B).,

Gross Alpha and Gross Beta (dissolved and suspended)

Gross Alpha and Gross Beta analyses in the diss6lved and suspended fractions were performed on surface water samples during the second

,sampling'in 2009... Gross Alpha (dissolved) was-detected in one of seven surface water locations. The concentration was 3.9 pCi/L. Gross Alpha and Gross Beta (suspended) was not detected in any surface water location. Gross Beta (dissolved) was detected in six of seven surface water locations. The concentrations ranged.from 2.6.to 17 pCi/L (Table B-11.1, Appendix B).

11

Gamma Emitters No gamma emitting nuclides were detected (Table B-11.2, Appendix B).

C. Drinking Water Well.SurVey A drinking, water well survey was conducted during the sumqmer 2006 by CRA (CRA 2006) around the Limerick Generating Station."CRA reviewed the Pennsylvania Groundwater Information System database to identify wells within a 1-mile radius from the.center of .the Station. Forty-six domestic: withdrawal wells: ,two industrial wells, two commercial wells, and one institutional well were identified within:.the specified radius. The well depths range from 78 to 345 feet blow ground surface (bgs), and they yield between 8 and 100 gallons per minute (gpm). All wells are completed in the Brunswick Formation..

The, Station has-one potable supplywell and:.one fireiwater well. The potable supply well is, constructed as an*open,-rock borehole. Groundwater was measured at a depth 102 feet bgs during a well pump replacement in 2004 (personal communication with Station, 2006). Thepump was placed at a depth of approximately 294 feet bgs. The total well depth and the depth of the steel casing are unknowi.-The well is!located. approximately 175 feet east of the Reactor Building. The Station estimates that the well is pumped at approximately 2 gpm. The fire water well is construqted as an open-rock borehole. Groundwater was encountered at 121 feef bgs during a well pump replacement in 2004 The well iumhp was placed at a

'depth of "pproximately 399 feet bgs.IThe total well depth and the depth of the steel casing are unknown. The well is located approximately 500 feet east of the cooling towers. The well is used only in an emergency fire situation; therefore, water use is estimated to be zero.

D. Summary of Results - Inter-Laboratory Comparison Program inter-i'Laboratnry Comparison Program re'sults for TBE are presented in the Annual Radiological Environmental'Operating Report.

E. Leaks, Spills, and Releases On February 13, 2009 a leak from the exterior walls of both U1 and U2 condenser bays was discovered via operator rounds (IR880716). The condensation was observed dripping directly to open ground and asphalt.

Water samples were collected and analyzed for gamma isotopic and tritium. No gamma emitting nuclides were identified; however, tritium was identified at a concentration of 3.90E-03 uCi/ml (3.90E+06 pCi/L).

12

Sampling of NPDES outfalls verified that no offsite'releaseof tritium occurred. The release to ground occurred for up to six days until catch containments were installed. The total release of tritium to the ground was conservatively estimated at 1.23E-03 Curies. Groundwater sampling, as part of the radiological groundwNater protection program (RGPP), has identified tritium in one down gradient well, MW-LM-9, at a maximum co*ncentration'of 1750 pCi/L, which is below the envirornmenrtal lower limit of detection (.LLD) of 2000"pCi/L.

The leaks al6ng the condenser bay joints Were sealed. with'caulk and periodic inspections for future leakihg has been addied to bperator rounds.

All data related'6othis release was added to the Stations i0 CFR 50.75(g) decommissioning file.

On April 3, 2009 the water from the catch containn'ents was released to the station's holding pond. The holding pond releases through the normal liquid effilent.relebae"point-'at outfa'll001. The~catch bontainment water contained approximnately 747 uCi of triti6m.

F. Trends No trends have-been identified.,

G. Investigations Conclusions from the Phase 1 report have been made available to state and federal regulators and to the public. Currently no.investigations are on going. ., <, -

H. Actions Taken

1. Compensatory Actions There have been no station events requiring compensatory actions at the Limerrick Generating Station..
2. Installation of Monitoring Wells - .

No new wells have been installed in 2009

3. Actions to Recover/Reverse Flumes

-No actionis were required to recover or reverse groundwater plumes.

13

V. References

1. Conestoga Rovers and Associates, Fleetwide Assessment, Limerick Generating Station, Sanatoga, Pennsylvania, Ref. No. 045136(17), September 2006
2. Pre-operational Radiological Environmental Monitoring Program Reportd Limerick Generating Station Units 1 and 2, 1 January 1982 through 21 December 1984, Teledyne Isotopes and Radiation Management Corporation.

i I'

i 14

APPENDIX A LOCATION DESIGNATION

TABLE A-I: Radiological Groundwater Protection Program - Sampling Locations for the Limerick Generating Station, 2009 Location Type Distance MW-LR-1 Monitoring Well Onsite MW-LR-2 Monitoring Well Onsite MW-LR-3 Monitoring Well Onsite MW-LR-4 Monitoring Well Onsite MW-LR-5 Monitoring Well Onsite MW-LR-6 Monitoring Well Onsite MW-LR-7 Monitoring Well Onsite MW-LR-8 Monitoring Well Onsite MW-LR-9 Monitoring Well Onsite.

P11 Monitoring Well Onsite P14 Monitoring Well Onsite P16 Monitoring Well Onsite P17 Monitoring Well Onsite P3 Monitoring Well Onsite SP22 Monitoring Well Onsite SW-LR-2 Surface Water Offsite SW-LR-4 Surface Water Offsite SW-LR-6 Surface Water Offsite SW-LR-7 Surface Water Onsite SW-LR-8 Surface Water Onsite SW-LR-9 Surface Water Onsite SW-LR-9 Surface Water Onsite SW-LR-10 Surface Water Onsite A-1

S0 500 1,000 1,500 2F000

/ ' . . nFeet' Figure 1 Routine Well Water and Surface Water Sample Locations for the Radiological Groundwater Protection Program, Limerick Generating Station, 2009 A-2

APPENDIX B DATA TABLES

TABLE B-I.1 CONCENTRATIONS OF TRITIUM, STRONTIUM-90, GROSS ALPHA, AND GROSS BETA IN WELL WATER SAMPLES COLLECTED AS PART OF THE RADIOLOGICAL GROUNDWATER PROTECTION PROGRAM, LIMERICK GENERATING STATION, 2009 RESULTS IN UNITS OF PCI/LITER +/-2 SIGMA COLLECTION SITE DATE H-3 SR-90 GR-A (DIS) GR-A (SUS) GRAB (DIS) GR-B (SUS)

DATE H-3 SR-90 .

MW-L .R-1 U4/28I/0UU < 13.9 MW-L R-1 10/28/2009 < 181 < 0.6 4.2 +/- 2.5 < 1.5 3.2 +/- 2.1 < 2.4 Mean + 2 SD 3.23,2 4.2 MW-LR-2 04/30/2009 < 165 MW-LR-2 10/28/2009 < 185 < 0.7 6.6 +/- 2.5 2.8 +/- 1.1 8.2 +/- 2.3 < 1.9 Mean + 2 SD 6.6 2.8 8.2 -

MW-LR-3 04/30/2009 < 168 MW-LR-3 10/28/2009 < 182 < 0.7 6.2 +/-2.8 <0.8 4.1 +/-2.4 < 1.8 Mean + 2 SD 6.6 4.1 MW-LR-4 04/28/2009 < 166 MW-LR-4 10/29/2009 < 185 < 0.6 3.5 +/- 1.5 7.5 t1.9 17 +/- 3.8 5.9 +/- 1.6 Mean + 2 SD 3.5 7.5 17 5.9 MW-LR-5 TBE 04/30/2009 189 +/- 110 MW-LR-5 TBE 04/30/2009 191 +/- 110 MW-LR-5 EIML 04/30/2009 375 +/- 97 MW-LR-5 TBE 10/29/2009 < 184 < 0.9 6.2 +/- 2.8 2.4 +/- 1.0 9.0 +/- 2.4 < 1.9 MW-LR-5 TBE 10/29/2009 < 178 < 0.8 7.6 +/-.3.0 1.6 +/- 0.9 8.1 +/-2.3 <1.7 MW-LR-5 EIML 10/29/2009 < 152 < 0.6 Mean + 2 SD 252 +/- 214 6.9 +/- 2.0 2.0 +/- 1.1 8.6 +/-1.3 -

MW-LR-6 04/30/2009 < 168 MW-LR-6 10/28/2009 < 183 < 0.7 2.4 +/- 1.2 -2.4 +/- 1.2 3.5 +/- 2.1 <2.1 Mean + 2 SD 2.4 2.4 3.5 -

MW-LR-7 04/30/2009 < 168 MW-LR-7 10/28/2009 < 182 < 1.0 < 2.9 < 0.8 3.9 +/- 1.9 < 1.8 Mean + 2 SD 3.9 MW-LR-8 04/28/2009 < 169 MW-LR-8 10/30/2009 < 182 < 0.4 2.1 +/-1.2 <0.8 5.6 +/- 2.0 < 1.8 Mean + 2 SD 2.1 5.6 Samples are distilled for H-3 analysis B-i

TABLE B-I.1 CONCENTRATIONS OF TRITIUM, STRONTIUM-90, GROSS ALPHA, AND GROSS BETA IN WELL WATER SAMPLES COLLECTED AS PART'OF THE RADIOLOGICAL GROUNDWATER PROTECTION PROGRAM, LIMERICK GENERATING STATION, 2009 RESULTS IN UNITS OF PCI/LITER +/- 2 SIGMA ¢ COLLECTION SITE DATE H-3 SR-9'0 . GR-A (DIS) GR-A (SUS) GR-B (DIS) GR-B (SUS)

MW-LR-9 02/24/2009 434 +/- 138 MW-LR-9 ORIGINAL 04/28/2009 658 +/- 135.

MW-LR-9 RERUN 04/28/2009 821 +/- 148 MW-LR-9 ORIGINAL 04/28/2009 794 +/- 147 MW-LR-9 RERUN 04/28/2009 830 +/- 151 MW-LR-9 EIML 04/28/2009 803 +/- 115 MW-LR-9 06/11/2009 1190 +/- 190 MW-LR-9 07/14/2009 1750 +/- 215 MW-LR-9 08/18/2009 582 +/- 161 MW-LR-9 09/17/2009 545 +/- 133 MW-LR-9 10/30/2009 708 +/- 145 < 0.7 4.1 +/-'1.5 < 1.2 8.8 +/- 2.6 4.3 +/- 1.6 MW-LR-9 10/30/2009 864 +/- 152 <0.5 9.1 +/-3.2 < 2.0 9.7 +/-2.4 11 +/-2.1 MW-LR-9 EIML 10/30/2009 961 +/- 120 <0.6 Mean + 2 SD 842 +/-668 6.6 +/- 7.1 9.2 +/- 1.3 .7.4 +/- 8.8 P1l 02/24/2009 375 +/- 136 P1l 04/28/2009 187 +/- 110 P1l 04/28/2009 200 +/- 110 P11 EIML 04/28/2009 343 +/- 96 P11 10/28/2009 < 181 <.0.8 P11 10/28/2009 < 172 < 0.9 4.0 +/-'2.3 < 0.8 17 +/-3.0 < 1.7 P11 EIML 10/30/2009 < 152 < 0.6 Mean + 2 SD 276 +/- 1,93 -- - 4.0 17 ."

I..

P14 02/24/2009 < 180 P14 04/28/2009 < 165 P14 10/30/2009 < 181 '< 1.0 Mean + 2 SD P16 04/28/2009 < 168 P16 10/30/2009 < 181 <'0.6 Mean + 2 SD P17 04/28/2009 < 140 P17 10/27/2009 < 182 < 0.6 Mean + 2 SD P3 04/28/2009 < 167 P3 10/27/2009 < 180 < 0.7 Mean + 2 SD SP22 04/28/2009 < 140 SP22 10/28/2009 < 181 < 0.7 Mean + 2 SD Samples are distilled for H-3 analysis B-2

TABLE B-I.2 CONCENTRATIONS OF GAMMA EMITTERS IN WELL WATER SAMPLES COLLECTED AS PART OF THE RADIOLOGICAL GROUNDWATER PROTECTION PROGRAM, LIMERICK GENERATING STATION, 2009 RESULTS IN UNITS OF PCI/LITER +/- 2 SIGMA ST( COLLECTION Be-7 K-40 Mn-54 Co-58 Fe-59 Co-60 Zn-65 Nb-95 Zr-95 1-131 Cs-134 Cs-137 Ba-140 La-140' PERIOD MW-LR-1 10/28/09 < 43 <45 <5 <4 <9 < 3 <9 <6 <7 <9 <4 < 5 < 23 < p -....

MW-LR-2 10/28/09 < 60 < 71 <6 <7 < 15 <8 < 15 <9 < 10 < 13 <6 <7 <35 <9

<13 MW-LR-3 10/28/09 < 47 < 99 <5 <6 < 12 <7 <11 <6 < 10 <11 <6 <6 < 29 <,9 MW-LR-4 10/29/09 < 46 < 36 <4 <5 <9 <4 <11 <6 <9 <11 <5 <7 < 29 MW-LR-5 TBE 10/29/09 < 38 < 65 <4 <4 <9 <5 <9 <<5 <8 <9 <4 <4 < 23 <8-MW-LR-5 TBE 10/29/09 <52 < 60 <5 <5 < 11 <5 <11 <6 < 10 < 11 <4 <5 < 26 <7 MW-LR-5 EIML 10/29/09 < 29 105. +/- 27 <3 <3 <8 <3 <7 <5 <5 <6 <4 <4 < 19 MW-LR-6 10/28/09 <50 < 71 <5 <5 <9 <5 <9 <6 < 10 k<9 <5 <5 < 25 <8 MW-LR-7 10/28/09 < 48 < 58 <7 <6 < 13 <6 < 12 <7 < 10 <10 <5 <5 S< 30 <9 MW-LR-8 10/30/09 < 43 <92 <5 <4 < 12 <5 < 10 <6 < 10 4<7 <5 <5 < 28 <.<9 MW-LR-9 06/11/09 < 36 < 62 <4 <3 <8 <4 <7 <4 <7 <7 <4 <4 < 22 <6 MW-LR-9 10/30/09 < 59 < 69 <6 <7 < 14 <7 < 16 <8 < 13 < 12 <7 <8 < 33. < 14 MW-LR-9 10/30/09 < 31 < 111 <5 <3 <4 <5 <6 <5 <9 <6 <4 <5 < 17 S<5 MW-LR-9 EIML 10/30/09 < 35 120 +41 <3 <2 <4 <3 "<7

<4 <8 <6 <4 <4 <20 <'5 P1l 10/28/09 < 56 < 51 <6 <6 < 14 <6 <13 <8 < 11 -< 14 <5 <6 < 35 < 10 Pll 10/28/09 < 50 < 110 <7 <5 < 10 <7 < 12 <.5 <8 < 11 <4 <6 < 27.

Pl1 EIML .<4 ",< 8 .;< 3 10/30/09 < 34 104 +/- 35 <4 <3 <4 <2 <5 <4 <22 <6 P14 10/30/09 < 25 72 +/- 39 <3 <3 <6 <3 <7 <3 <5' <.6 * .<3 '<3 < 15. .. <5 P16. 10/30/09 < 20 <44 <2 <2 <5 <2 <5 <-2 <<4 <4 < 2 <2 < 12 <4 P17 10/27/09 < 44 < 41 <5 <5 < 10 <5 < 10 <5 <9 < 11 <5 <6 < 27 <7 P3 10/27/09 < 50 < 53 <5 <5 < 12 <6 < 11 <7 < 10 < 12 <5 <5 .< 29- <8 SP22 10/28/09 <46 < 34 <4 <5 <10 <4 <8 <5 <8 <9 <5 <5 < 27 .<7 B-3

TABLE B-II.3 CONCENTRATIONS OF HARD TO DETECTS IN GROUNDWATER SAMPLES COLLECTED AS PART OF THE RADIOLOGICAL GROUNDWATER PROTECTION PROGRAM, LIMERICK GENERATING STATION, 2009 RESULTS IN UNITS OF PCI/LITER +/-2 SIGMA U-STC OOLLECTION FE-55 NI-63 AM-241 CM-242 CM-243/244 PU-238 PU-239/240 U-233W234 U-235 U-238 PERIOD MW-LR-1 10)28/2009 < 199 < 2.9 ,*0.1 < 0.05 < 0.02 < 0.1 <0.1 < 0.03 < 02 < 02 MW-LR-8 10)30/2009 < 87 < 4.8 < 0.1 <0.1 < 0.1 <0.1 < 0.1 2.3 +/- .0.3 < 0.1 1.3 + 02 MW-LR-9 10/30/2009 < 163 < 42 <0.1 < 0.2 < 0.1 < 0.2 < 0.2 1.3

  • 0.5 < 0.1 0.6 +/- 0.3 Pll 10/28/2009 < 124 < 3.7 <0.1 <0.1 < 0.1 < 0.1 < 0.02 0.9 +/- 0.3 < 0.1 0.5 +/- 02 P14 10)30/2009 < 108 < 4.8 < 0.1 < 0.05 < 0.05 < 0.1 <0.1 1.9 +/- 0.7 < 0.1 1.8 +/- 0.7 i, *~1 B-4

TABLE B-I1.1 CONCENTRATIONS OF TRITIUM, STRONTIUM-90, GROSS ALPHA, AND GROSS BETA IN SURFACE WATER SAMPLES COLLECTED AS PART OF THE RADIOLOGICAL GROUNDWATER PROTECTION PROGRAM, LIMERICK GENERATING STATION, 2009 RESULTS IN UNITS OF PCI/LITER +/- 2 SIGMA COLLECTION SITE DATE H-3 SR-90 GR-A (DIS) GR-A (SUS) GR-B (DIS) GR-B (SUS)

SW-L R-2 4/28/2009 < 140 SW-L R-2 10/27/2009 < 178 < 0.6 < 1.6 < 0.9 3.0 +/- 1.7 < 1.9 Mean + 2 SD 3.0 SW-LR-4 4/30/2009 < 169 SW-LR-4 10/27/2009 < 179 < 0.9 <2.2 " <0.8 4.4 +/- 1.9 <.1.8 Mean + 2 SD 4.4 SW-LR-6 4/30/2009 < 167 SW-LR-6 10/27/2009 < 182 < 0.9 < 1.7 < 0.8  !. < 2.4 <' 1.8 Mean + 2 SD 2.4 SW-LR-7 4/28/2009 < 138 SW-LR-7 10/27/2009 < 169 < 1.0 3.9 +/- 2.3 < 0.8 6.8 +/- 2.1 < 1.7 Mean + 2 SD 3.9 6.8 SW-LR-8 5/1/2009 < 159 SW-LR-8 10/28/2009 198 +/- 119 < 0.8 < 1.6 < 0.9 2.6 +/- 1.5 < 1.8 Mean + 2 SD 198 2.6 SW-LR-9 5/1/2009 < 157 SW-LR-9 10/28/2009 < 166 < 0.6 < 2.9 < 0.8.- 17 +/- 3.1 < 1.7 Mean + 2 SD 17 SW-LR-10 2/24/2009 < 186 SW-LR-10 4/28/2009 < 141 SW-LR-10 10/27/2009 < 171 < 0.7 < 1.7 1.5 0.9 4.1 1.6 < 1.8 Mean + 2 SD 4-SAMPLES ARE DISTILLED FOR H-3 ANALYSIS B-5

TABLE B-II.2 CONCENTRATIONS OF GAMMA EMITTERS IN SURFACE WATER SAMPLES COLLECTED AS PART OF THE RADIOLOGICAL GROUNDWATER PROTECTION PROGRAM, LIMERICK GENERATING STATION, 2009 RESULTS IN UNITS OF PCI/LITER +2 SIGMA STC COLLECTION Be-7 K-40 Mn-54 Co-58 Fe-59 Co-60 Zn-65 Nb-95 Zr-95 1-131 Cs-134 Cs-137 Ba-140 La-140 PERIOD SW-LR-2 10/27/2009 <49 <53 <5 <4 <11 <5 <11 <5 <8 <13 <5 <6 <27 <9 SW-LR-4 10/27/2009 <44 <41 <5 <6 <14 <6 <11 <6 <9 <12 <5 <6 <29 <11 SW-LR-6 10/27/2009 <52 <65 <6 <7 <13 <6 <15 <6 <8 <12 <6 <6 <34 <12 SW- LR-7 10/27/2009 <42 <51 <5 <5 <8 <5 <11 <6 <9 <12 <5 <5 <32 <9 SW-LR-8 10/28/2009 <58 <73 <6 <5 <13 <5 <11 <6 <10 <13 <6 <6 <32 <11 SW- LR-9 10/28/2009 <51 <50 <5 <5 <12 <5 <10 <6 <9 <12 <5 <6 <29 <7 SW-LR-10 10/27/2009 <45 <46 <4 <4 <10 <5 <9 <5 <10 <11 <4 <5 <28 <9 B-6

Docket No: 50- 352 50-353 LIMERICK GENERATING STATION UNITS I and 2 Annual Radiological Groundwater Protection Program Report 1 January Through 31 December 2010 Prepared By Teledyne Brown Engineering Environmental Services Exelkon.

Nuclear Limerick Generating Station Sanatoga, PA 19464 April 2011

Table Of Contents I. Sum m ary and Conclusions ................................................................................................ 1 I1. Introduction ........................................................................................................................ 3 A. O bjectives of the RG PP ................................................................................... 3 B. Implem entation of the Objectives ..................................................................... 3 C . Program Description .......................................................................................... 4 D. Characteristics of Tritium (H-3) ........................................................................ 5 Ill. Program Description ......................................................................................................... 6 A. Sam ple Analysis .............................................................................................. 6 B. Data Interpretation ............................................................................................ 6 C . Background Analysis ....................................................................................... 7

1. Background Concentrations of Tritium ................................................. 8 IV. Results and Discussions ............................................................................................ 10 A. Groundw ater Results ....................................................................................... 10 B. Surface Water Results ..................................................................................... 11 C. Drinking W ater W ell Survey .......................................................................... 12 D. Summary of Results - Inter-laboratory Comparison Program ...................... 12 E. Leaks, Spills, and Releases .......................................................................... 12 F. Trends ............................................................................................................. 12 G. Investigations ................................................................................................ 13 H. Actions Taken ................................................................................................. 13 V. References ...................................................................................................................... 13

Appendices Appendix A Location Designation Tables Table A-1 Radiological Groundwater Protection Program - Sampling Locations for the Limerick Generating Station, 2010 Figures Figure 1 Routine Well Water and Surface Water Sample Locations for the Radiological Groundwater Protection Program, Limerick Generating Station, 2010 Appendix B Data Tables Tables Table B-1.1 Concentrations of Tritium, Strontium-90, Gross Alpha and Gross Beta in Well Water Samples Collected as Part of the Radiological Groundwater Protection Program, Limerick Generating Station, 2010.

Table B-1.2 Concentrations of Gamma Emitters in Well Water Samples Collected as Part of the Radiological Groundwater Protection Program, Limerick Generating Station, 2010.

Table B-1.3 Concentrations of Hard-To-Detects in Well Water Samples Collected as Part of the Radiological Groundwater Protection Program, Limerick Generating Station, 2010.

Table B-11.1 Concentrations of Tritium, Strontium-90, Gross Alpha and Gross Beta in Surface Water Samples Collected as Part of the Radiological Groundwater Protection Program, Limerick Generating Station, 2010.

Table B-11.2 Concentrations of Gamma Emitters in Surface Water Samples Collected as Part of the Radiological Groundwater Protection Program, a Limerick Generating Station, 2010.

ii

1. Summary and Conclusions This report on the Radiological Groundwater Protection Program (RGPP) conducted for the Limerick Generating Station (LGS) by Exelon Nuclear covers the period 01 January 2010 through 31 December 2010. During that time period, 481 analyses were performed on 76 samples from 15 groundwater and 7 surface water locations collected from the environment, both on and off station property in 2010.

There were no spills that could affect the ground water monitoring program in 2010.

Tritium was not detected in any of the groundwater or surface water samples at concentrations greater than the United States Environmental Protection Agency (USEPA) drinking water standard (and the Nuclear Regulatory Commission Reporting Limit) of 20,000 pCi/L. Low levels of tritium were detected at two of the 15 groundwater monitoring locations. The tritium concentrations ranged from 238 to 1,320 pCi/L.

Strontium-90 was not detected in either the groundwater or surface water samples.

Gross Alpha and Gross Beta analyses in the dissolved and suspended fractions performed on groundwater surface water samples during the second sampling in 2010. Gross Alpha (dissolved) was detected at 5 of 15 groundwater locations.

The concentrations ranged from 2.9 to 6.2 pCi/L. Gross Alpha (suspended) was detected at 8 of 15 groundwater and 2 of 7 surface water locations. The concentrations ranged from 1.1 to 60.0 pCi/L. Gross Beta (dissolved) was detected at 14 of 15 groundwater and all 7 surface water locations. The concentrations ranged from 2.1 to 38.5 pCi/L. Gross Beta (suspended) was detected at 11 of 15 groundwater and 5 of 7 locations. The concentrations ranged from 1.7 to 124.0 pCi/L.

Gamma-emitting radionuclides associated with licensed plant operations were not detected in either groundwater or surface water samples.

Hard-To-Detect analyses were performed on a select group of groundwater locations to establish background levels. The analyses included Fe-55, Ni-63, Am-241, Cm-242, Cm-243/244, Pu-238, Pu-239/240, U-233/234, U-235 and U-238. The isotopes of U-233/234, and U-238 were detected at four of six groundwater monitoring locations. The U-233/234 concentrations ranged from 1.4 to 2.7 pCi/L and the U-238 concentrations ranged from 0.8 to 1.2 pCi/L. The levels detected are considered background.

All other hard-to-detect nuclides were not detected at concentrations greater than their respective MDCs.

1

Although no drinking water pathway is available from groundwater, the dose via the drinking water pathway was calculated at 0.08 mrem to a child (total body),

which was 1.30% of the 10 CFR 50, Appendix I dose limit.

In assessing all the data gathered for this report, itwas concluded that the operation of Limerick Generating Station had no adverse radiological impact on the environment offsite of LGS.

a 2

II. Introduction The Limerick Generating Station (LGS), consisting of two 3458 MWt boiling water reactors owned and operated by Exelon Corporation, is located adjacent to the Schuylkill River in Montgomery County, Pennsylvania. Unit No. 1 went critical on 22 December 1984. Unit No. 2 went critical on 11 August 1989. The site is located in Piedmont countryside, transversed by numerous valleys containing small tributaries that feed into the Schuylkill River. On the eastern river bank elevation rises from approximately 110 to 300 feet mean sea level (MSL). On the western river bank elevation rises to approximately 50 feet MSL.

This report covers those analyses performed by Teledyne Brown Engineering (TBE) on samples collected in 2010.

In 2006, Exelon instituted a comprehensive program to evaluate the impact of station operations on groundwater and surface water in the vicinity of Limerick Generating Station. This evaluation involved numerous station personnel and contractor support personnel.

A. Objective of the RGPP The long-term objectives of the RGPP are as follows:

1. Identify suitable locations to monitor and evaluate potential impacts from station operations before significant radiological impact to the environment and potential drinking water sources.
2. Understand the local hydrogeologic regime in the vicinity of the station and maintain up-to-date knowledge of flow patterns on the surface and shallow subsurface.
3. Perform routine water sampling and radiological analysis of water from selected locations.
4. Report new leaks, spills, or other detections with potential radiological significance to stakeholders in a timely manner.
5. Regularly assess analytical results to identify adverse trends.
6. Take necessary corrective actions to protect groundwater resources.

B. Implementation of the Objectives The objectives identified have been implemented at Limerick Generating Station as discussed below:

1. Exelon and its consultant identified locations as described in the 2006 Phase 1 study. The Phase 1 study results and conclusions 3

were made available to state and federal regulators in station specific reports.

2. The Limerick Generating Station reports describe the local hydrogeologic regime. Periodically, the flow patterns on the surface and shallow subsurface are updated based on ongoing measurements.
3. Limerick Generating Station will continue to perform routine sampling and radiological analysis of water from selected locations.
4. Limerick Generating Station has implemented new procedures to identify and report new leaks, spills, or other detections with potential radiological significance in a timely manner.
5. Limerick Generating Station staff and consulting hydrogeologist assess analytical results on an ongoing basis to identify adverse trends.

C. Program Description Samples for the ongoing ground water monitoring program were collected for Exelon Nuclear by Normandeau Associates, Inc. (NAI). This section describes the general collection methods used to obtain environmental samples for the LGS RGPP in 2010. Sample locations can be found in Table A-i, Appendix A.

1. Sample Collection Groundwater and Surface Water Samples of both groundwater and surface water were collected, managed, transported and analyzed in accordance with approved procedures following EPA methods. Sample locations, sample collection frequencies and analytical frequencies were controlled in accordance with approved station procedures. Contractor and/or station personnel were trained in the collection, preservation management, and shipment of samples, as well as in documentation of sampling events. Analytical laboratories were subject to internal quality assurance programs, industry cross-check programs, as well as nuclear industry audits. Station personnel reviewed and evaluated all analytical data deliverables as data were received.

4

Both station personnel and an independent hydrogeologist reviewed analytical data results for adverse trends or changes to hydrogeologic conditions.

D. Characteristics of Tritium (H-3)

Tritium (chemical symbol H-3) is a radioactive isotope of hydrogen. The most common form of tritium is tritium oxide, which is also called "tritiated water." The chemical properties of tritium are essentially those of ordinary hydrogen.

Tritiated water behaves the same as ordinary water in both the environment and the body. Tritium can be taken into the body by drinking water, breathing air, eating food, or absorption through skin. Once tritium enters the body, it disperses quickly and is uniformly distributed throughout the body. Tritium is excreted primarily through urine with a clearance rate characterized by an effective biological half-life of about 14 days. Within one month or so after ingestion, essentially all tritium is cleared. Organically bound tritium (tritium that is incorporated in organic compounds) can remain in the body for a longer period.

Tritium is produced naturally in the upper atmosphere when cosmic rays strike air molecules. Tritium is also produced during nuclear weapons explosions, as a by-product in reactors producing electricity, and in special production reactors, where the isotopes lithium-7 and/or boron-10 are activated to produce tritium. Like normal water, tritiated water is colorless and odorless. Tritiated water behaves chemically and physically like non-tritiated water in the subsurface, and therefore tritiated water will travel at the same velocity as the average groundwater velocity.

Tritium has a half-life of approximately 12.3 years. It decays spontaneously to helium-3 (3He). This radioactive decay releases a beta particle (low-energy electron). The radioactive decay of tritium is the source of the health risk from exposure to tritium. Tritium is one of the least dangerous radionuclides because it emits very weak radiation and leaves the body relatively quickly. Since tritium is almost always found as water, it goes directly into soft tissues and organs. The associated dose to these tissues is generally uniform and is dependent on the water content of the specific tissue.

5

Ill. Program Description A. Sample Analysis This section describes the general analytical methodologies used by TBE to analyze the environmental samples for radioactivity for the Limerick Generating Station RGPP in 2010.

In order to achieve the stated objectives, the current program includes the following analyses:

1. Concentrations of tritium in groundwater and surface water.
2. Concentrations of Gross Alpha, Dissolved and Suspended and Gross Beta, Dissolved and Suspended in groundwater and surface water.
3. Concentrations of gamma emitters in groundwater and surface water.
4. Concentrations of strontium in groundwater and surface water.
5. Concentrations of Am-241 in groundwater.
6. Concentrations of Cm-242 and Cm-243/244 in groundwater.
7. Concentrations of Pu-238 and PU-239/240 in groundwater.
8. Concentrations of U-233/234, U-235 and U-238 in groundwater.
9. Concentrations of Fe-55 in groundwater.
10. Concentrations of Ni-63 in groundwater.

B. Data Interpretation The radiological data collected prior to Limerick Generating Station becoming operational were used as a baseline with which these operational data were compared. For the purpose of this report, Limerick Generating Station was considered operational at initial criticality. Several factors were important in the interpretation of the data:

1. Lower Limit of Detection and Minimum Detectable Concentration The lower limit of detection (LLD) is defined as the smallest concentration of radioactive material in a sample that would yield a net count (above background) that would be detected with only a 6

5% probability of falsely concluding that a blank observation represents a "real" signal. The LLD is intended as a before the fact estimate of a system (including instrumentation, procedure and sample type) and not as an after the fact criterion for the presence of activity. All analyses were designed to achieve the required LGS detection capabilities for environmental sample analysis.

The minimum detectable concentration (MDC) is defined above with the exception that the measurement is an after the fact estimate of the presence of activity.

2. Laboratory Measurements Uncertainty The estimated uncertainty in measurement of tritium in environmental samples is frequently on the order of 50% of the measurement value.

Statistically, the exact value of a measurement is expressed as a range with a stated level of confidence. The convention is to report results with a 95% level of confidence. The uncertainty comes from calibration standards, sample volume or weight measurements, sampling uncertainty and other factors. Exelon reports the uncertainty of a measurement created by statistical process (counting error) as well as all sources of error (Total Propagated Uncertainty or TPU). Each result has two values calculated.

Exelon reports the TPU by following the result with plus or minus +

the estimated sample standard deviation, as TPU, that is obtained by propagating all sources of analytical uncertainty in measurements.

Analytical uncertainties are reported at the 95% confidence level in this report for reporting consistency with the AREOR.

C. Background Analysis A pre-operational radiological environmental monitoring program (pre-operational REMP) was conducted to establish background radioactivity levels prior to operation of the Station. The environmental media sampled and analyzed during the pre-operational REMP were atmospheric radiation, fall-out, domestic water, surface water, aquatic life, and foodstuffs. The results of the monitoring were detailed in the report entitled, Pre-operational Radiological Environmental Monitoring Program Report, Limerick Generating Station Units 1 and 2, 1 January 1982 through 21 December 1984, Teledyne Isotopes and Radiation Management Corporation.

7

The pre-operational REMP contained analytical results from samples collected from both surface water and groundwater.

Monthly surface water sampling began in 1982, and the samples were analyzed for tritium as well as other radioactive analytes. During the preoperational program tritium was detected at a maximum concentration of 420 pCi/L, indicating that these preoperational results were from nuclear weapons testing and is radioactively decaying as predicted.

Gamma isotopic results from the preoperational program were all less than or at the minimum detectable concentration (MDC) level.

1. Background Concentrations of Tritium The purpose of the following discussion is to summarize background measurements of tritium in various media performed by others. Additional detail may be found by consulting references.
a. Tritium Production Tritium is created in the environment from naturally occurring processes both cosmic and subterranean, as well as from anthropogenic (i.e., man-made) sources. In the upper atmosphere, "Cosmogenic" tritium is produced from the bombardment of stable nuclides and combines with oxygen to form tritiated water, which will then enter the hydrologic cycle. Below ground, "lithogenic" tritium is produced by the bombardment of natural lithium present in crystalline rocks by neutrons produced by the radioactive decay of naturally abundant uranium and thorium. Lithogenic production of tritium is usually negligible compared to other sources due to the limited abundance of lithium in rock. The lithogenic tritium is introduced directly to groundwater.

A major anthropogenic source of tritium and strontium-90 comes from the former atmospheric testing of thermonuclear weapons. Levels of tritium in precipitation increased significantly during the 1950s and early 1960s, and later with additional testing, resulting in the release of significant amounts of tritium to the atmosphere. The Canadian heavy water nuclear power reactors, other commercial power reactors, nuclear research and weapons production continue to influence tritium concentrations in the environment.

b. Precipitation Data Precipitation samples are routinely collected at stations 8

around the world for the analysis of tritium and other radionuclides. Two publicly available databases that provide tritium concentrations in precipitation are Global Network of Isotopes in Precipitation (GNIP) and USEPA's RadNet database. GNIP provides tritium precipitation concentration data for samples collected world wide since 1960. RadNet provides tritium precipitation concentration data for samples collected at stations through out the U.S. Based on GNIP data for sample stations located in the U.S. Midwest, tritium concentrations peaked around 1963. This peak, which approached 10,000 pCi/L for some stations, coincided with the atmospheric testing of thermonuclear weapons. Tritium concentrations in surface water showed a sharp decline up until 1975 followed by a gradual decline since that time.

Tritium concentrations have typically been below 100 pCi/L since approximately 1980. Tritium concentrations in wells may still be above the 200 pCi/L detection limit from the external causes described above. Water from previous years was naturally captured in groundwater. As a result, some well water sources today are affected by the surface water from the 1960s that contained elevated tritium activity.

c. Surface Water Data Tritium concentrations are routinely measured in the Schuylkill and Delaware Rivers. Pennsylvania surface water data are typically less than 100 pCi/L.

The USEPA RadNet surface water data typically has a reported 'Combined Standard Uncertainty' of 35 to 50 pCi/L.

According to USEPA, this corresponds to a +/-70 to 100 pCi/L 95% confidence bound on each given measurement.

Therefore, the typical background data provided may be subject to measurement uncertainty of approximately +/- 70 to 100 pCi/L.

The radioanalytical laboratory is counting tritium results to an Exelon specified LLD of 200 pCi/L. Typically, the lowest positive measurement will be reported within a range of 40 -

240 pCi/L or 140 +/- 100 pCi/L. Clearly, these sample results cannot be distinguished as different from background at this concentration.

9

IV. Results and Discussion Gamma spectroscopy results for groundwater and surface water sample were reported for twelve nuclides (Mn-54, Co-58, Fe-59, Co-60, Zn-65, Nb-95, Zr-95, I-131, Cs-134, Cs-137, Ba-140 and La-140).

A. Groundwater Results Samples were collected from onsite wells throughout the year in accordance with the station radiological groundwater protection program.

Analytical results and anomalies are discussed below.

Tritium Samples from fifteen locations were analyzed for tritium activity (Table B-1.1, Appendix B). Tritium values ranged from non detectable to 1,320 pCi/L. Well MW-LR-9 had the highest value of 1,320 pCi/L. Although no drinking water pathway is available from groundwater, the theoretical dose via the drinking water pathway was calculated at 0.08 mrem to a child (total body), which represents 1.30% of the 10 CFR 50, Appendix I dose limit of 6 mrem.

Strontium No Sr-90 activity was detected in any of the ground water samples analyzed (Table B-1.1, Appendix B).

Gross Alpha and Gross Beta (dissolved and suspended)

Gross Alpha and Gross Beta analyses in the dissolved and suspended fractions were performed on groundwater surface water samples during the second sampling in 2010. Gross Alpha (dissolved) was detected in 5 of 15 groundwater locations. The concentrations ranged from 2.9 to 6.2 pCi/L. Gross Alpha (suspended) was detected in 8 of 15 groundwater locations. The concentrations ranged from 1.1 to 60.0 pCi/L. Gross Beta (dissolved) was detected in 14 of 15 groundwater locations. The concentrations ranged from 2.1 to 38.5 pCi/L. Gross Beta (suspended) was detected in 11 of 15 groundwater locations. The concentrations ranged from 1.7 to 124.0 pCi/L (Table B-1.1, Appendix B).

Gamma Emitters Potassium-40 was detected at four of 15 groundwater locations with a range of 77 to 136 pCi/L. No other gamma emitting nuclides were detected (Table B-1.2, Appendix B).

10

Hard-To-Detect Hard-To-Detect analyses were performed on a select group of groundwater locations to establish background levels. The analyses included Fe-55, Ni-63, Am-241, Cm-242, Cm-243/244, Pu-238, Pu-239/240, U-233/234, U-235 and U-238. The isotopes of U-233/234 and U-238 were detected at four of six groundwater monitoring locations. The U-233/234 concentrations ranged from 1.4 to 2.7 pCi/L and the U-238 concentrations ranged from 0.8 to 1.2 pCi/L (Table B-1.3, Appendix B).

The concentrations detected are considered background.

All other hard-to-detect nuclides were not detected at concentrations greater than their respective MDCs.

B. Surface Water Results In accordance with the Station's radiological groundwater protection program surface water samples were collected from streams that transverses the site, as well as, from other water bodies that could influence the tritium concentration at Limerick. Analytical results and anomalies are discussed below.

Tritium Samples from nine locations were analyzed for tritium activity. Tritium activity was detected in station SW-LR-8 at a concentration of 196 pCi/Liter (Table B-11.1, Appendix B).

Strontium No Sr-90 activity was detected in any of surface water samples analyzed (Table B-11.1, Appendix B).

Gross Alpha and Gross Beta (dissolved and suspended)

Gross Alpha and Gross Beta analyses in the dissolved and suspended fractions were performed on surface water samples during the second sampling in 2010. Gross Alpha (dissolved) was not detected in any surface water locations. Gross Alpha (suspended) was detected at 2 of 7 surface water locations. The concentration ranged from 1.3 to 1.9 pCi/L.

Gross Beta (dissolved) was detected at all surface water locations. The concentrations ranged from 2.6 to 25.7 pCi/L. Gross Beta (suspended) was detected at 5 of 7 surface water location. The concentration ranged from 1.8 to 6.5 pCi/L (Table B-11.1, Appendix B).

11

Gamma Emitters No gamma emitting nuclides were detected (Table B-I1.2, Appendix B).

C. Drinking Water Well Survey A drinking water well survey was conducted during the summer 2006 by CRA (CRA 2006) around the Limerick Generating Station. CRA reviewed the Pennsylvania Groundwater Information System database to identify wells within a 1-mile radius from the center of the Station. Forty-six domestic withdrawal wells, two industrial wells, two commercial wells, and one institutional well were identified within the specified radius. The well depths range from 78 to 345 feet blow ground surface (bgs), and they yield between 8 and 100 gallons per minute (gpm). All wells are completed in the Brunswick Formation.

The Station has one potable supply well and one fire water well. The potable supply well is constructed as an open-rock borehole. Groundwater was measured at a depth 102 feet bgs during a well pump replacement in 2004 (personal communication with Station, 2006). The pump was placed at a depth of approximately 294 feet bgs. The total well depth and the depth of the steel casing are unknown. The well is located approximately 175 feet east of the Reactor Building. The Station estimates that the well is pumped at approximately 2 gpm. The fire water well is constructed as an open-rock borehole. Groundwater was encountered at 121 feet bgs during a well pump replacement in 2004. The well pump was placed at a depth of approximately 399 feet bgs. The total well depth and the depth of the steel casing are unknown. The well is located approximately 500 feet east of the cooling towers. The well is used only in an emergency fire situation; therefore, water use is estimated to be zero.

D. Summary of Results - Inter-Laboratory Comparison Program Inter-Laboratory Comparison Program results for TBE are presented in the Annual Radiological Environmental Operating Report.

E. Leaks, Spills, and Releases There were no leaks, spills or releases to the ground that could impact the ground water.

F. Trends Well MW-LR-9 tritium concentration levels continue to decrease from the levels observed from the 2009 leak.

12

G. Investigations Conclusions from the Phase 1 report have been made available to state and federal regulators and to the public. Currently no investigations are on going.

H. Actions Taken

1. Compensatory Actions There have been no station events requiring compensatory actions at the Limerick Generating Station.
2. Installation of Monitoring Wells No new wells have been installed in 2010
3. Actions to Recover/Reverse Plumes No actions were required to recover or reverse groundwater plumes.

V. References

1. Conestoga Rovers and Associates, Fleetwide Assessment, Limerick Generating Station, Sanatoga, Pennsylvania, Ref. No. 045136(17), September 2006
2. Pre-operational Radiological Environmental Monitoring Program Report, Limerick Generating Station Units 1 and 2, 1 January 1982 through 21 December 1984, Teledyne Isotopes and Radiation Management Corporation.

13

Intentionally Left Blank APPENDIX A LOCATION DESIGNATION

TABLE A-I: Radiological Groundwater Protection Program - Sampling Locations for the Limerick Generating Station, 2010 Location Type Distance MW-LR-1 Monitoring Well Onsite MW-LR-2 Monitoring Well Onsite MW-LR-3 Monitoring Well Onsite MW-LR-4 Monitoring Well Onsite MW-LR-5 Monitoring Well Onsite MW-LR-6 Monitoring Well Onsite MW-LR-7 Monitoring Well Onsite MW-LR-8 Monitoring Well Onsite MW-LR-9 Monitoring Well Onsite Pll Monitoring Well Onsite P14 Monitoring Well Onsite P16 Monitoring Well Onsite P17 Monitoring Well Onsite P3 Monitoring Well Onsite SP22 Monitoring Well Onsite SW-LR-2 Surface Water Offsite SW-LR-4 Surface Water Offsite SW-LR-6 Surface Water Offsite SW-LR-7 Surface Water Onsite SW-LR-8 (Hold Pond) Surface Water Onsite SW-LR-9 (Spray Pond) Surface Water Onsite SW-LR-10 Surface Water Onsite A-1

SW SS SI Isw,,-. ------ 0 50D 1,000 1,500 2,000/

-IS Feet' Figure 1 Routine Well Water and Surface Water Sample Locations for the Radiological Groundwater Protection Program, Limerick Generating Station, 2010 A-2

APPENDIX B DATA TABLES

TABLE B-I.1 CONCENTRATIONS OF TRITIUM, STRONTIUM-90, GROSS ALPHA AND GROSS BETA IN WELL WATER SAMPLES COLLECTED AS PART OF THE RADIOLOGICAL GROUNDWATER PROTECTION PROGRAM, LIMERICK GENERATING STATION, 2010 RESULTS IN UNITS OF PCI/LITER 12 SIGMA COLLECTION SITE DATE H-3 SR-90 GR-A (DIS) GR-A (SUS) GR-B (DIS) GR-B (SUS)

I MW-LR-1 05/04/2010 < 172 < 3.9 < 0.9 14 +/- 3.8 3.8 +/- 1.4 MW-LR-1 08111/2010 < 180 < 0.6 2.9 + 1.9 < 2.2 39 +/- 1.9 < 3.2 MW-LR-1 10/1912010 < 179 < 2.0

  • 1.5 8.0 +/- 2.9 C 1.8 MW-LR-2 05/05/2010 < 173
  • 2.5 1.3 +/- 0.7 3.6 +/- 1.9 < 1.6 MW-LR-2 08113/2010 < 178 < 0.8 < 2.7 1.3 +/- 0.9 3.9 +/- 2.2 2.2 +/- 1.2 MW-LR-2 10119/2010 < 176 < 2.3 < 1.5 <3.1 2.4 +/- 1.3 MW-LR-3 05/0512010 < 174 < 2.3 1.5 1 0.9 5.1 1 2.3 11 +/-1.7 MW-LR-3 05/05/2010 < 174 < 3.0 < 0.6 6.0 +/- 2.5 < 1.6 MW-LR-3 08113/2010 < 174 < 0.8 < 2.6 1.7 +/- 1.0
  • 3.2 3.3 +/- 1.3 MW-LR-3 10/20/2010 < 175 < 2.0
  • 1.4 5.8 +/- 2.7 1.8 MW-LR-4 05104/2010 < 177 < 3.3 < 0.6 7.1 +/- 2.9
  • 1.6 MW-LR-4 08/13/2010 < 171 < 0.5 < 3.1
  • 0.9 < 3.9
  • 1.7 MW-LR-4 10/20/2010 < 175 < 2.6 1.5 5.4 +/- 3.0
  • 1.8 MW-LR-5 05/05/2010 < 175 3.1 +/- 2.0 2.7 +/- 1.0 5.6 +/- 2.1 4.1 +/- 1.3 MW-LR-5 08/13/2010 < 176 < 0.8 < 2.6 < 1.0 12 +/- 2.8 3.3 +/- 1.3 MW-LR-5 08/1312010 < 178 < 0.7 < 2.8 < 0.9 9.2 +/- 2.5 2.0 +/- 1.2 MW-LR-5 10/1912010 < 178 6.2 +/- 2.1 < 1.5 < 3.7
  • 1.8 MW-LR-6 05/05/2010 < 177 <0.5 1.6 +/- 0.8 2.1 +/- 1.1 1.9 +/-o1.1 MW-LR-6 08/13/2010 < 173 < 0.5 < 2.5 3.6 +/- 1.3 4.5 +/- 2.5 4.9 +/- 1.4 MW-LR-6 10/19/2010 < 181 < 2.3 < 1.7 3.7 +/- 2.2 < 2.0 MW-LR-7 05/05/2010 < 180 < 2.2 < 0.6 3.6 +/- 1.7
  • 1.6 MW-LR-7 08/13/2010 < 177 < 0.9 < 2.0 < 1.0 2.7 1.7
  • 1.7 MW-LR-7 10/19/2010 < 176 <1.1 < 4.0 14 +/- 2.4 < 2.6 MW-LR-8 05/04/2010 24 3 +/- 119 < 3.4 < 0.6 5.3 +/- 2.8 1.9 +/- 1.1 MW-LR-8 08/10/2010 24 5 +/- 115 < 0.6 < 2.8 < 0.9 < 3.8 1.7 +/- 1.1 MW-LR-8 10119/2010 23 8
  • 117 < 2.4 < 1.4 3.7 +/- 1.2
  • 1.8 MW-LR-8 10/19/2010 < 178 < 2.5 < 1.4 5.2 +/- 1.3 < 1.8 MW-LR-9 01/12/2010 132 0 +/- 180 (1) (1) (1) (1)

MW-LR-9 0510412010 96 4 +/-162 3.1 +/- 1.9 < 3.5 7.2 +/- 2.5 < 2.6 MW-LR-9 05/04/2010 79 3 +/- 145 < 2.3 11 +/-4.9 5.6 +/- 2.3 24 +/- 3.0 MW-LR-9 08110/2010 179 < 0.8 < 2.8 < 1.0 9.2 1 2.5

  • 1.7 MW-LR-9 08/10/2010 30 8 +/- 118 < 0.7 < 2.9 < 1.8 6.9 +/- 2.3 8.9 +/- 1.9 MW-LR-9 10/19/2010 45 5 t 127 4.0+/- 1.9 < 3.4 6.0 +/- 2.2 3.1 +/- 1.7 MW-LR-9 10/19/2010 54 7 t 126 < 2.3 4.4 +/- 2.6 6.2 +/- 2.3 10 +/- 2.1 P11 Pll 05104/2010 < 173 c 3.8 1.1 +/- 0.7 19 +/- 4.2 1.8 +/- 1.1 Pill 08/10/2010 <178 < 0.7 < 3.5 < 0.9 < 4.0 2.8 + 1.2 Pll 08/10/2010
  • 170 < 0.5 < 3.2 < 0.9 14 +/- 3.4 < 1.6 10/19/2010
  • 168 < 2.3
  • 1.4 15 +/- 3.5 <1.8 P11 10/19/2010
  • 171 < 2.3 1.5 13 +/- 3.4 1.8 P14 05/04/2010
  • 173 < 3.8 12 +/- 4.1 5.3 +/- 3.2 32 +/- 3.2 P14 08/11/2010
  • 170 < 0.6 < 3.6 19 +/- 6.4 < 4.0 28 t 3.2 P14 10/19/2010
  • 170 < 3.1 12 +/- 5.5 4.3 +/- 1.6 28 +/- 3.6 P16 05/05/2010
  • 173 < 8.7 60 +/- 10.4 18 +/- 8.0 124 +/- 9.3 P16 08/10/2010
  • 172 (2) (2) (2) (2)

P16 10/19/2010

  • 170 < 5.2 35 + 8.0 16 +/- 6.4 74 +/- 6.4 P17 05/04/2010
  • 169 < 2.4 < 0.5 < 3.6 < 1.5 P17 08/11/2010
  • 168 < 0.6 < 2.5 < 0.9 < 3.4 < 1.6 P17 10/19/2010
  • 176 < 2.0 < 1.4 < 3.8 < 1.8 (1) Analyses not added until May 2010 (2) Gross Alpha and Gross Beta analyses could not be performed due to low sample volume Samples are distilled for H-3 analysis B-1

TABLE B-1.1 CONCENTRATIONS OF TRITIUM, STRONTIUM-90, GROSS ALPHA AND GROSS BETA IN WELL WATER SAMPLES COLLECTED AS PART OF THE RADIOLOGICAL GROUNDWATER PROTECTION PROGRAM, LIMERICK GENERATING STATION, 2010 RESULTS IN UNITS OF PCI/LITER +/- 2 SIGMA COLLECTION SITE DATE H-3 SR-90 GR-A (DIS) GR-A (SUS) GR-B (DIS) GR-B (SUS)

P3 05/04/2010 < 168 < 2.3 < 0.5 8.4 +/- 2.5 < 1.5 P3 08/1112010 < 171 < 0.7 < 2.8 < 0.9 < 3.0 < 1.6 P3 10/19/2010 < 177 4.0 +/- 2.0 < 1.4 < 3.2 < 1.8 SP22 05/04/2010 < 171 < 2.4 < 0.5 6.7 1 2.8 < 1.5 SP22 08/11/2010 < 177 < 0.9 5,8 1 2.4 < 0.9 4.9

  • 2.7 3.3 t 1.2 SP22 10/19/2010 < 172 < 2.3 < 1.4 7.7 : 1.4 < 1.8 Samples are distilled for H-3 analysis A

B-2

TABLE B-1.2 CONCENTRATIONS OF GAMMA EMITTERS IN WELL WATER SAMPLES COLLECTED AS PART OF THE RADIOLOGICAL GROUNDWATER PROTECTION PROGRAM, LIMERICK GENERATING STATION, 2010 RESULTS IN UNITS OF PCI/LITER +/- 2 SIGMA STC COLLECTION Be-7 K-40 Mn-54 Co-58 Fe-59 Co-60 Zn-65 Nb-95 Zr-95 1-131 Cs-134 Cs-137 Ba-140 La-140 PERIOD MW-LR-1 081112010 <46 133 +/- 48 <4 < 5 < 10 <5 <10 <5 <8 <13 <5 <5 <31 <8 MW-LR-2 08113/2010 < 45 < 47 < 5 < 6 < 12 <4 <11 <6 <8 <1 3 < 5 < 5 < 34 < 12 MW-LR-3 08/13/2010 < 47 < 50 < 5 < 5 < 12 < 5 <8 <6 <9 < 12 < 5 < 5 < 29 < 10 MW-LR-4 08/13/2010 < 44 < 110 < 5 <6 < 10 < 9 <13 <6 < 10 <12 <5 <5 <30 <9 MW-LR-5 08/1312010 < 52 77 +/-149 < 4 < 4 < 10 < 4 <12 <5 <8 <11 <5 <5 <29 <10 MW-LR-5 08/13/2010 < 50 < 46 < 4 < 5 < 11 < 5 <8 <6 <9 < 13 < 5 < 5 < 33 < 10 MW-LR-6 08/13/2010 < 65 < 65 < 7 <7 < 15 < 7 < 15 < 10 < 13 <15 <6 <7 <36 <12 MW-LR-7 08/13/2010 < 52 < 94 < 6 < 7 < 12 < 6 <13 <7 < 11 <14 <7 <7 <36 <9 MW-LR-8 08/10/2010 < 34 < 54 < 4 < 3 < 7 <4 <7 <4 <6 <7 <3 <4 <21 <7 MW-LR-9 08110/2010 < 39 < 82 < 4 <4 < 9 <4 <8 <5 <9 <14 <4 <5 <30 <8 MW-LR-9 08/1012010 < 41 < 41 < 4 <4 < 8 <4 <8 <5 <8 <10 <4 <4 <23 <8 P11 08/10/2010 < 39 < 77 < 4 < 4 < 9 < 4 <9 <5 <7 <14 <4 <4 <30 <9 P1l 08/10/2010 < 43 < 32 < 4 < 4 < 9 < 3 <9 <5 <8 <11 <4 <6 <29 <8 P14 08/11/2010 <60 136 +/-66 <7 <4 < 13 < 7 <9 <7 <9 <12 <7 <6 <32 <13 P16 08/10/2010 < 52 < 41 < 5 < 5 < 12 < 5 <10 <6 < 10 <14 <6 <5 <33 <9 P17 08/11/2010 < 51 124 +/-54 < 5 <5 < 11 < 5 <9 <5 <8 <14 <5 <6 <33 <8 P3 08/11/2010 < 43 < 79 < 5 < 4 < 10 < 6 <9 <7 <9 <10 <5 <5 <28 <7 SP-22 08/11/2010 < 42 < 37 <4 < 4 < 8 < 4 <9 <5 <8 <13 <5 <4 <29 <8 B-3

0 TABLE B-1.3 CONCENTRATIONS OF HARD TO DETECTS IN GROUNDWATER SAMPLES COLLECTED AS PART OF THE RADIOLOGICAL GROUNDWATER PROTECTION PROGRAM, LIMERICK GENERATING STATION, 2010 RESULTS IN UNITS OF PCI/LITER +/- 2 SIGMA STC COLLECTION AM-241 CM-242 CM-2431244 PU-238 PU-239/240 U-233/234 U-235 U-238 FE-55 NI-63 PERIOD MW-LR-1 05/04/2010

  • 0.1 < 0.13 <0,11 < 0.2 < 0.1 < 0.1 < 0.06
  • 0.1 < 75 < 4.2 MW-LR-3 05/05/2010 < 0.1 < 0.10 <0.10 < 0.2 < 0.1 2.7 +/- 0.4 < 0.04 0.9 +/- 0.2
  • 141 < 4.3 MW-LR-7 05/05/2010 < 0.2 < 0.08 < 0.07 < 0.2 < 0.2 < 0.2 < 0.07 < 0.1 < 78 < 4.3 MW-LR-8 05/04/2010 < 0.1 < 0.05 < 0.02 < 0.1 < 0.2 2.1 +/- 0.3 .< 0.04 0.8 +/- 0.2 < 72 < 3.9 P-17 05/0412010 < 0.2 < 0.07 <c0.11 < 0.1 < 0.1 1.4 t 0.3 < 0.06 0.9 t 0.2
  • 146 < 4.2 P-3 05/04/2010 < 0.2 < 0.15 < 0.03 < 0.1 < 0.1 2,5
  • 0.4 < 0.02 .1.2 +/- 0.2
  • 179 < 4.2 B-4

°U . , .1 If t

TABLE B-II.1 CONCENTRATIONS OF TRITIUM, STRONTIUM-90, GROSS ALPHA AND GROSS BETA IN SURFACE WATER SAMPLES COLLECTED AS PART OF THE RADIOLOGICAL GROUNDWATER PROTECTION PROGRAM, LIMERICK GENERATING STATION, 2010 RESULTS IN UNITS OF PCI/LITER +/- 2 SIGMA COLLECTION SITE DATE H-3 SR-90 GR-A (DIS) GR-A (SUS) GR-B (DIS) GR-B (SUS)

SW-LR-2 05/03/2010 < 172

  • 1.2 1.9 + 1.1 3.6 t 1.5 3.3 1 1.4 SW-LR-2 08/12/2010 < 180 < 0.5 < 2.7 < 0.9 < 2.7 3.3 1.2 SW-LR-2 10/18f2010 < 171 < 1.3 < 1.5 < 2.7 < 1.8 SW-LR-4 0510412010 < 170 < 1.1 < 0.6 2.9 + 1.5 <1.6 SW-LR-4 08/12/2010 < 174 < 0.8 < 2.1 < 0.9 < 2.6 3.3 +/- 1.3 SW-LR-4 10/1812010 < 171 < 1.3 < 1.5 < 2.7 < 1.8 SW-LR-6 05/03/2010 < 176 < 1.4 1.3 t 0.8 2.6 1 1.5 2.9 + 1.3 SW-LR-6 08/1212010 < 179 < 0.6 < 2.8 < 0.9 < 2.8 2.9 + 1.2 SW-LR-6 10/18/2010 < 171 < 1.4 < 1.5 < 2.7 < 1.8 SW-LR-7 05/03/2010 < 172 < 1.6 < 0.6 3.9 +/- 1.7 1.8 +/- 1.1 SW-LR-7 08/1212010 < 172 < 0.6 < 2.8 < 0.9 5.2 + 2.2 < 1.6 SW-LR-7 10/18/2010 < 170 < 1.5 < 1.4 < 2.8 < 1.8 SW-LR-8 05/05/2010 < 171 < 2.3 < 0.9 9.6 +/- 2.7
  • 1.7 SW-LR-8 08/11/2010 < 171 < 0.5 < 2.5 < 0.9 20 +/- 3.6 < 1.7 SW-LR-8 10/20t2010 196 t 114 < 2.1 < 1.5 15 +/- 3.1 < 1.8 SW-LR-9 05/05/2010 < 175 < 2.3 < 0.9 11 +2.8 < 1.7 SW-LR-9 08/11/2010 < 172 < 0.5 < 2.9 < 1.0 26 +/- 4.0 < 1.7 SW-LR-9 10/20/2010 < 170 < 2.2 < 1.6 22
  • 3.9 < 1.9 SW-LR-10 05/0412010 < 171 < 2.3 < 0.9 3.8 +/- 2.0 < 1.7 SW-LR-10 05/0412010 < 172 < 2.2 < 0.9 4.5 +/- 2.0 < 1.7 SW-LR-10 08/1212010 < 181 < 0.7 < 2.7 < 0.9 < 3.1 6.5 +/- 1.4 SW-LR-10 10/18/2010 < 168 < 1.7 < 1.4 < 2.8 < 1.8 SAMPLES ARE DISTILLED FOR H-3 ANALYSIS B-5

0 TABLE B-II.2 CONCENTRATIONS OF GAMMA EMITTERS IN SURFACE WATER SAMPLES COLLECTED AS PART OF THE RADIOLOGICAL GROUNDWATER PROTECTION PROGRAM, LIMERICK GENERATING STATION, 2010 RESULTS IN UNITS OF PCI/LITER +/- 2 SIGMA STC COLLECTION Be-7 K-40 Mn-54 Co-58 Fe-59 Co-60 Zn-65 Nb-95 Zr-95 1-131 Cs-134 Cs-137 Ba-140 La-140 PERIOD SW-LR-2 08/12/2010 <40 171 +/-53 <5 <5 < 12 <8 < 12 <6 <9 < 10 <4 <5 <29 < 12 SW-LR-4 08/12/2010 <52 199 +/-59 <5 <5 < 12 <5 < 10 <7 < 10 < 13 <6 <5 <36 <7 SW-LR-6 08/1212010 < 27 < 44 <3 < 3 < 6 <2 < 7 < 3 < 6 < 10 < 3 <3 < 19 <6 SW-LR-7 08/212010 < 45 < 108 <5 < 6 <11 <4 < 10 < 6 < 10 < 14 < 5 <5 < 30 <9 SW-LR-8 08/11/2010 < 38 < 89 <4 <4 <9 <3 < 9 < 5 < 8 < 10 <4 <5 < 24 <8 SW-LR-9 08/1112010 < 50 < 95 <5 < 5 < 10 <5 < 9 < 5 < 9 < 11 < 5 < 6 < 26 <7 SW-LR-10 08/12/2010 < 46 < 88 <4 < 5 < 10 <5 < 9 < 6 < 9 < 13 < 4 < 5 < 31 <8 B-6 a

E2-23: Enclosure 2: Hydrology, item D NPDES permit renewal application for PA0051926 (minus Appendices A, B and C) and the administrative completeness letter received from PA DEP.

Exelon Response The requested documents are provided.

Nuclear NPDES Permit No. PA 0051926 September 23, 2010 Ms. Jenifer Fields, P.E., Regional Manager Water Management Pennsylvania Department of Environmental Protection Southeast Regional Office 2 East Main Street Norristown, PA 19401 Limerick Generating Station, Units 1 & 2

Subject:

Application for NPDES Permit Renewal

Dear Ms. Fields:

Enclosed are one original and three copies (including one copy for the DRBC) of a completed National Pollutant Discharge Elimination System (NPDES) permit renewal application (Application) for Exelon Generation Company, LLC's (Exelon) Limerick Generating Station (LGS), along with the required application fee of $500.

The Application includes sections containing the required forms and attachments, plus appendices containing a copy of the current PPC and SPCC Plans, Material Safety Data Sheets (MSDS) for chemical additives, laboratory analytical reports, evidence of required Act 14 and newspaper notifications, and other relevant information. The requirements for this submittal were discussed with the Department's Mr. Sohan Garg during a pre-application meeting held at your offices on June 14, 2010. Please note that the chemical additives information included in Module 1 is identical to our submittal to PADEP dated July 30, 2010 for changes to our chemical additives.

We wish to bring to your attention a number of specific requests identified in the additional information sheet included after Section 12 of the Application Form. Exelon requests that the Department take these items into consideration as it develops new LGS permit requirements. A rationale is provided for each request along with relevant past correspondence on the subject matter.

Also, please note that our 2005 renewal application included information required by 40 CFR § 122.21 (r) relating to Section 316(b) of the Clean Water Act for cooling water intake structures (CWIS) located at Phase II facilities. As you are aware, the U.S. Environmental Protection Agency on July 9, 2007 suspended the Phase II regulations (72 FR 37107-37109) and directed that, in the interim period until new regulations are issued, permits should include conditions developed on a Best Professional Judgment (BPJ) basis. Among the suspended regulation sections are § 122.21 (r)(1)(ii) and (5) and § 125.95, which discuss the scope and type information to be submitted in subsequent permit terms. Since these sections have been

suspended, we have not included a § 122.21 (r) information report with this application. We wish to point out, however, that based on our knowledge of the facility, the § 122.21(r) information provided with the previous application relating to the facility description and classification, and its source waters, CWIS, and cooling water system has not substantially changed.

There are no commitments contained in this report.

If you have any questions or require additional information, please do not hesitate to contact Chris Conroy at 610-718-2513, or by e-mail at Christopher.Conrov@exeloncorp.com.

Sincerely, ORIGINAL SIGNED BY Edward W. Callan Plant Manager, Limerick Generating Station

Enclosures:

1. $500 Check for Application Fee, Check No. 0059127637
2. NPDES Permit Renewal Application (Original and 3 copies)

bcc: C. Gibson - (MAROG Environmental files)-KSA w/ attachment P. Cowan - KSA 3-1 w/o attachment LGS NPDES files SSB 2-2 (C. Conroy) w/attachment J. Toro - SSB 4-2 w/attachment E. Callan - GML 5-1 w/o attachment W. Maguire- GML 5-1 w/o attachment J. Hunter III - SSB 2-4 w/attachment C. Cooney - SSB 2-2 w/o attachment L. Birkmire-SSB 2-2 w/o attachment A. Trojecki - MOB S 2 3 rd FI Legal w/o attachment T. Vogdes - SSB 3-Engineering w/o attachment

Nuclear Limerick Generating Station, Units 1 & 2 Limerick Township, Montgomery County, Pennsylvania NPDES Permit No. PA0051926 Renewal Application Submitted by:

Exelon Generation Company, LLC To:

Pennsylvania Department of Environmental Protection Southeast Regional Office 2 East Main Street Norristown, PA 19401 September 2010

CONTENTS SECTIONS SECTION 1 APPLICANT'S CHECKLIST SECTION 2 GENERAL INFORMATION FORM SECTION 3 NPDES PERMIT RENEWAL APPLICATION APPLICATION FORM

  • Outfall Locations Topo Map
  • Outfall Locations Continuation Sheet
  • Additional Information MODULES 1 - 11 (INDUSTRIAL WASTEWATER)
  • Information on Chemical Additives Continuation Sheets (with Module 1)
  • Line Drawing (with Module 1)
  • Industrial Wastewater Types (with Module 1)
  • New Additive Equivalency and Use MODULES 12 AND 13 (STORMWATER)
  • Drainage Areas (with Module 12)

APPENDICES APPENDIX A PPC AND SPCC PLANS [OMITTED, BUT ELECTRONICALLY AVAILABLE]

APPENDIX B MATERIAL SAFETY DATA SHEETS [ofr\L--Fy-u.T Ler-*noJ. 5 k\~) P. L- k.>LFE2 APPENDIX C LABORATORY REPORTS ao-F_

E -7TcL, APPENDIX D ACT 14 NOTIFICATIONS & NEWSPAPER NOTICES APPENDIX E RELEVANT CORRESPONDENCE WITH PADEP APPENDIX F HISTORICAL INFORMATION ON THERMAL DISCHARGE

3800-PM-WSFRO008c Rev. 3/2006 Checklist pennsylvania COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION Of ENVIRONMENTAL MENT PROnCTION BUREAU OF WATER STANDARDS AND FACILITY REGULATION APPLICATION FOR NPDES PERMIT FOR INDUSTRIAL DISCHARGERS APPLICANT'S V CHECKLIST

.APPLICANT NAME I Exelon Generation Company, LLC Please check the following list to make sure that you have included all the required information. Place a checkmark in the column provided for all items completed and/or provided.

Failure to provide all of the requested information will delay the processing of the application and may result in the application being placed on hold with no action or will be considered withdrawn and the application file closed.

Check If DEP Use Item Included Only

1. General Information Form (8000-PM-IT0001) 0]
2. One original and (2) copies of application package submitted [original must 0 be notarized]
3. Additional copy for Erie and Allegheny counties (if required) El
4. Additional copy for the river basin commission (if required) (DRBC) E]
5. Application Fee - $500 0_

-,6. Proper evidence of Act 14 municipality and county notification 0]

j7. Proof of local newspaper public notice (for new and substantially changed discharges only)

8. Topographic Map 0_
9. Industrial Wastewater - Module 1 0_
10. Wastewater Treatment Technologies - Module 2 0]
11. Sources Of Wastewater sheet(s) - Module 3 0_
12. Analysis Results Table(s) - Modules 4-9 E_
13. Hazardous Substance Table - Module 10 0]
14. Toxic Chemicals (Optional) - Module 11 0_
15. Stormwater (if required) - Module 12 0]
16. Stormwater Sampling Data Table (if required) - Module 13 0
17. No Exposure Certification (if required) - Module 14 El
18. Other: PPC & SPCC Plan; MSDS; Lab Reports; relevant past 0 correspondenc with PADEP; historical information on thermal discharge

8000-PM-IT0001 Rev. 10/2009 Form Spennsylvania 90W of EnonsytAovcnoa COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION GENERAL INFORMATION FORM - AUTHORIZATION APPLICATION Before completing this General Information Form (GIF), read the step-by-step instructions provided in this application package.

This version of the General Information Form (GIF) must be completed and returned with any program-specific application being submitted to the Department.

Related ID#s (If Known) DEP1USE?ONLYi Client ID# 147686 APS ID# Notes Date Received &General...

Site ID# 475812 Auth ID#

Facility ID# C*ir-N INFRMAIO DEP Client ID# Client Type / Code 147686 PACOR Organization Name or Registered Fictitious Name Employer ID# (EIN). Dun & Bradstreet ID#

Exelon Generation Company, LLC 23-3064219 19-674-8938 Individual Last Name First Name MI Suffix SSN Additional Individual Last Name First Name MI Suffix SSN Mailing Address Line 1 Mailing Address Line 2 Limerick Generating Station 3146 Sanatoga Road Address Last Line - City State ZIP+4 Country Pottstown PA 19464 Montgomery Client Contact Last Name First Name MI Suffix Conroy Christopher Client Contact Title Phone Ext v

  • ) Environmental Specialist 610-718-2513 Email Address FAX Christopher.Conroy@ exeloncor .com 610-718-2721 DEP Site ID# Site Name 475812 Exelon Generation LLC Limerick EPA ID# Estimated Number of Employees to be Present at Site 832 Description of Site Limerick Generating Station County Name Municipality City Boro Twp State Montogomery Limerick and Lower Pottsgrove LI EI 09 County Name Municipality City Boro Twp State Chester East Coventry [] El 0 Site Location Line 1 Site Location Line 2 3146 Sanatoga Road Site Location Last Line - City State ZIP+4 Pottstown PA 19464 Detailed Written Directions to Site Located off the Sanatoga Road Exit of US 422; west on Evergreen Road to plant entrance Site Contact Last Name First Name, MI Suffix Same as client contact Site Contact Title Site Contact Firm Mailing Address Line 1 Mailing Address Line 2

/" Mailing Address Last Line - City State ZIP+4 Page 1 of 7

8000-PM-IT0001 Rev. 10(2009 Phone Ext FAX Email Address NAICS Codes (Two- &Three-Digit Codes - List All That Apply) 6-Digit Code (Optional) 221 221113 Client to Site Relationship OWNOP FACILITY INFORMATION& 2 Modification of Existing Facility Yes No

1. Will this project modify an existing facility, system, or activity? Ql 0
2. Will this project involve an addition to an existing facility, system, or activity? LI S If "Yes" check all relevant facility types andprovide DEP facility identificationnumbers below.

Facility Type DEP Fac ID# Facility Type DEP Fac ID#

Li Air Emission Plant L] Industrial Minerals Mining Operation L] Beneficial Use (water) E] Laboratory Location Li Blasting Operation _ _ Land Recycling Cleanup Location Li Captive Hazardous Waste Operation _ _ MineDrainageTrmt/LandRecyProjLocation

[ Coal Ash Beneficial Use Operation E] Municipal Waste Operation Li Coal Mining Operation __ Oil & Gas Encroachment Location Li Coal Pillar Location _ _ Oil & Gas Location Li Commercial Hazardous Waste Operation _ _ Oil & Gas Water Poll Control Facility Li Dam Location _ _ Public Water Supply System F1 Deep Mine Safety Operation -Anthracite E] Radiation Facility E] Deep Mine Safety Operation -Bituminous _] Residual Waste Operation Li Deep Mine Safety Operation -Ind Minerals E] Storage Tank Location Li Encroachment Location (water, wetland) _ _ Water Pollution Control Facility E] Erosion & Sediment Control Facility _ _ Water Resource Li Explosive Storage Location Li Other:

Latitude/Longitude Latitude Longitude Point of Origin Degrees I Minutes I Seconds Degrees I Minutes 15Seconds Center of Plant 40 13 1-34 75 35 15 0 Horizontal Accuracy Measure Feet 101.3 --or-- Meters Horizontal Reference Datum Code 0 North American Datum of 1927 El North American Datum of 1983 El World Geodetic System of 1984 Horizontal Collection Method Code GISDR Reference Point Code CENTR Altitude Feet 215 --or-- Meters Altitude Datum Name 0 The National Geodetic Vertical Datum of 1929 E] The North American Vertical Datum of 1988 (NAVD88)

Altitude (Vertical) Location Datum Collection Method Code TOPO Geometric Type Code POINT Data Collection Date 07/19/2010 Source Map Scale Number 1 Inch(es) 2000 Feet

--or-- Centimeter(s) =Meters Project Name NPDES Permit Renewal Application Project Description Submittal of Application to PADEP to renew NPDES Permit to allow discharges of industrial wastewater and stormwater from Limerick Generating Station to surface waters to continue in a manner acceptable to PADEP.

Project Consultant Last Name First Name Ml SuffIx Dayman John M P.E.

Project Consultant Title Consulting Firm Sr. Project Engineer URS Corporation Mailing Address Line 1 Mailing Address Line 2 335 Commerce Drive Suite 300 Address Last Line - City State ZIP+4 Fort Washington PA 19034-2623 Page 2 of 7

8000-PM-ITO001 Rev. 10/2009 Phone Ext FAX Email Address 215-367-2570 215-367-1000 john-dayman @urscorp.com Time Schedules Project Milestone (Optional)

By 10/02/2010 Submittal of Application 03/31/2011 Expiration of current permit

1. Have you informed the surrounding community and addressed any [ Yes [I No concerns prior to submitting the application to the Department?
2. Is your project funded by state or federal grants? U Yes Z No Note: If"Yes", specify what aspect of the project is related to the grant and provide the grant source, contact person and grant expiration date.

Aspect of Project Related to Grant Grant Source:

Grant Contact Person:

Grant Expiration Date:

3. Is this application for an authorization on Appendix A of the Land Use El Yes [ No Policy? (For referenced list, see Appendix A of the Land Use Policy attached to GIF instructions)

Note: If"No" to Question 3, the application is not subiect to the Land Use Policy.

If "Yes" to Question 3, the application is subject to this policy and the Applicant should answer the additional questions in the Land Use Information section.

LANE) UýE INFOOKATION Note: Applicants are encouraged to submit copies of local land use approvals or other evidence of compliance with local comprehensive plans and zoning ordinances.

1. Is there an adopted county or multi-county comprehensive plan? El Yes El No
2. Is there an adopted municipal or multi-municipal comprehensive plan? El Yes El No
3. Is there an adopted county-wide zoning ordinance, municipal zoning El Yes [3 No ordinance or joint municipal zoning ordinance?

Note: If the Applicant answers "No" to either Questions 1, 2 or 3, the provisions of the PA MPC are not applicable and the Applicant does not need to respond to questions 4 and 5 below.

If the Applicant answers "Yes" to questions 1, 2 and 3, the Applicant should respond to questions 4 and 5 below.

4. Does the proposed project meet the provisions of the zoning ordinance or El Yes El No does the proposed project have zoning approval? If zoning approval has been received, attach documentation.
5. Have you attached Municipal and County Land Use Letters for the project? El Yes El No Page 3 of 7

8000-PM-IT0001 Rev. 1012009

-f"flfRfIN#TIflNINOMT N Note: The PA Historical and Museum Commission must be notified of proposed projects in accordance with DEP Technical Guidance Document 012-0700-001 and the accompanying Cultural Resource Notice Form.

If the activity will be a mining project (i.e., mining of coal or industrial minerals, coal refuse disposal and/or the operation of a coal or industrial minerals preparation/processing facility), respond to questions 1.0 through 2.5 below.

If the activity will not be a mining project, skip questions 1.0 through 2.5 and begin with question 3.0.

1.0 Is this a coal mining project? If "Yes", respond to 1.1-1.6. If "No", skip to 0l Yes E3 No Question 2.0. (DEP Use/48y1) 1.1 Will this coal mining project involve coal -preparation/ processing El Yes El No activities in which the total amount of coal prepared/processed will be equal to or greater than 200 tons/day? (DEP Use/4x70) 1.2 Will this coal mining project involve coal preparation/ processing 0l Yes [E No activities in which the total amount of coal prepared/processed will be greater than 50,000 tons/year? (DEP Use/4x70) 1.3 Will this coal mining project involve coal preparation/ processing EL Yes El No activities in which thermal coal dryers or pneumatic coal cleaners will be used? (DEP Use/4x70) 1.4 For this coal mining project, will sewage treatment facilities be El Yes El No constructed and treated waste water discharged to surface waters?

(DEP Use/4x62) 1.5 Will this coal mining project involve the construction of a permanent El Yes El No impoundment meeting one or more of the following criteria: (1) a contributory drainage area exceeding 100 acres; (2) a depth of water measured by the upstream toe of the dam at maximum storage elevation exceeding 15 feet; (3) an impounding capacity at maximum storage 1.6 elevation exceeding 50 acre-feet? (DEP Use/3140)

Will this coal mining project Involve underground coal mining to be El conducted within 500 feet of an oil or gas well? (DEP Use/4z41)

Yes El No Q 2.0 Is this a non-coal (industrial minerals) mining project? If 'Yes", respond to El Yes [ No 2.1-2.6. If "No", skip to Question 3.0. (DEP Use/48y1) 2.1 Will this non-coal (industrial minerals) mining project involve the El Yes E] No crushing and screening of non-coal minerals other than sand and gravel? (DEP Use/4x70) 2.2 Will this non-coal (industrial minerals) mining project involve the El Yes El No crushing and/or screening of sand and gravel with the exception of wet sand and gravel operations (screening only) and dry sand and gravel operations with a capacity of less than 150 tons/hour of unconsolidated materials? (DEP Use/4x70) 2.3 Will this non-coal (industrial minerals) mining project involve the El Yes El No construction, operation and/or modification of a portable non-metallic (i.e., non-coal) minerals processing plant under the authority of the General Permit for Portable Non-metallic Mineral Processing Plants (i.e.,

BAQ-PGPA/GP-3)? (DEP Use/4x70) 2.4 For this non-coal (industrial minerals) mining project, will sewage El Yes [E No treatment facilities be constructed and treated waste water discharged to surface waters? (DEP Use/4x62) 2.5 Will this non-coal (industrial minerals) mining project involve the El Yes El No construction of a permanent impoundment meeting one or more of the following criteria: (1) a contributory drainage area exceeding 100 acres; (2) a depth of water measured by the upstream toe of the dam at maximum storage elevation exceeding 15 feet; (3) an impounding capacity at maximum storage elevation exceeding 50 acre-feet? (DEP Use/3140)

Page 4 of 7

8000-PM-ITOO01 Rev. 10/2009 3.0 Will your project, activity, or authorization have anything to do with a El Yes Z No well related to oil or gas production, have construction within 200 feet of, affect an oil or gas well, involve the waste from such a well, or string power lines above an oil or gas well? If 'Yes", respond to 3.1-3.3. If "No",

skip to Question 4.0. (DEP Use/4z41) 3.1 Does the oil- or gas-related project involve any of the following: El Yes [: No placement of fill, excavation within or placement of a structure, located in, along, across or projecting into a watercourse, floodway or body of water (including wetlands)? (DEP Use/4z41) 3.2 Will the oil- or gas-related project involve discharge of industrial El Yes El No wastewater or stormwater to a dry swale, surface water, ground water or an existing sanitary sewer system or storm water system? If "Yes",

discuss in Project Description. (DEP Use/4z4l) 3.3 Will the oil- or gas-related project involve the construction and operation El Yes El No of industrial waste treatment facilities? (DEP Use/4z41) 4.0 Will the project involve a construction activity that results in earth El Yes [ No disturbance? If 'Yes", specify the total disturbed acreage. (DEP Use/4x66) 4.0.1 Total Disturbed Acreage 5.0 Does the project involve any of the following? El Yes [ No If '"Yes", respond to 5.1-5.3. If "No", skip to Question 6.0. (DEP Use/4xl0) 5.1 Water Obstruction and Encroachment Projects - Does the project El Yes El No involve any of the following: placement of fill, excavation within or placement of a structure, located in, along, across or projecting Into a watercourse, floodway or body of water? (DEP Use /4x1 0).

5.2 Wetland Impacts - Does the project involve any of the following: El Yes [E No placement of fill, excavation within or placement of a structure, located in, along, across or projecting into a wetland? (DEP Use/4xl 0).

5.3 Floodplain Projects by the commonwealth, a Political Subdivision of the El Yes El No commonwealth or a Public Utility - Does the project involve any of the following: placement of fill, excavation within or placement of a structure, located in, along, across or projecting into a floodplain? (DEP Use /4xl 0).

6.0 Will the project involve discharge of stormwater or wastewater from an Z Yes El No industrial activity to a dry swale, surface water, ground water or an existing sanitary sewer system or separate storm water system? (DEP Use/4x62) 7.0 Will the project involve the construction and operation of industrial El Yes [ No waste treatment facilities? (DEP Use/4x62) 8.0 Will the project involve construction of sewage treatment facilities, El Yes [ No sanitary sewers, or sewage pumping stations? If "Yes", indicate estimated proposed flow (gal/day). Also, discuss the sanitary sewer pipe sizes and the number of pumping stations/treatment facilities/name of downstream sewage facilities in the Project Description,where applicable. (DEP Use/4x62) 8.0.1 Estimated Proposed Flow (gal/day) 9.0 Will the project involve the subdivision of land, or the generation of 800 0l Yes [ No gpd or more of sewage on an existing parcel of land or the generation of an additional 400 gpd of sewage on an already-developed parcel, or the generation of 800 gpd or more of industrial wastewater that would be discharged to an existing sanitary sewer system? (DEP Use/4x61).

9.0.1 Was Act 537 sewage facilities planning submitted and El Yes El No approved by DEP? If 'Yes" attach the approval letter. Approval required prior to 105/NPDES approval.

10.0 Is this project for the beneficial use of biosolids for land application El Yes [ No within Pennsylvania? If 'Yes" indicate how much (i.e. gallons or dry tons per year). (DEP Use/4X62) 10.0.1 Gallons Per Year (residential septage) 10.0.2 Dry Tons Per Year (biosolids)

Page 5 of 7

8000-PM4T0001 Rev. 10/2009 11.0 Does the project involve construction, modification or removal of a dam? U Yes [ No If "Yes", identify the dam. (DEP Use/3140) 12.0 11.0.1 Dam Name Will the project interfere with the flow from, or otherwise impact, a dam? 0 Yes [ No -MI If "Yes", identify the dam. (DEP Use/3140) 12.0.1 Dam Name 13.0 Will the project involve operations (excluding during the construction El Yes [ No period) that produce air emissions (i.e., NOX, VOC, etc.)? If "Yes", identify each type of emission followed by the amount of that emission. (DEP Use/4x70) 13.0.1 Enter all types & amounts of emissions; separate each set with semicolons.

14.0 Does the project Include the construction or modification of a drinking EU Yes [ No water supply to serve 15 or more connections or 25 or more people, at least 60 days out of the year? If "Yes", check all proposed sub-facilities.

(DEP Use/4x81) 14.0.1 Number of Persons Served 14.0.2 Number of Employee/Guests 14.0.3 Number of Connections 14.0.4 Sub-Fac: Distribution System EU Yes EU No 14.0.5 Sub-Fac: Water Treatment Plant 0 Yes EU No 14.0.6 Sub-Fac: Source Ul Yes [U No 14.0.7 Sub-Fac: Pump Station Ul Yes Ul No 14.0.8 Sub Fac: Transmission Main Ul Yes U No 14.0.9 Sub-Fac: Storage Facility U Yes [U No 15.0 Will your project include infiltration of storm water or waste water to U Yes Z No ground water within one-half mile of a public water supply well, spring or infiltration gallery? (DEP Use/4x81) and 4x52).

16.0 Is your project to be served by an existing public water supply? If "Yes", EU Yes No i]

indicate name of supplier and attach letter from supplier stating that it will serve the project. (DEP Use/4x81) 16.0.1 Supplier's Name 16.0.2 Letter of Approval from Supplier is Attached 0 Yes [U No 17.0 Will this project involve a new or increased drinking water withdrawal U Yes [ No from a stream or other water body? If "Yes", should reference both Water Supply and Watershed Management. (DEP Use/4x81 and 4x10) 17.0.1 Stream Name 18.0 Will the construction or operation of this project involve treatment, Ul Yes [ No storage, reuse, or disposal of waste? If "Yes", indicate what type (i.e.,

hazardous, municipal (including infectious & chemotherapeutic), residual) and the amount to be treated, stored, re-used or disposed. (DEP/Use4x32) 18.0.1 Type & Amount 19.0 Will your project involve the removal of coal, minerals, etc. as part of any Ul Yes [ No earth disturbance activities? (DEP Use/48yl) 20.0 Does your project involve installation of a field constructed underground EU Yes [ No storage tank? If "Yes", list each Substance & its Capacity. Note: Applicant may need a Storage Tank Site Specific Installation Permit. (DEP Use/2570) 20.0.1 Enter all substances &

capacity of each; separate each set with semicolons.

21.0 Does your project involve installation of an aboveground storage tank Ul Yes Z No greater than 21,000 gallons capacity at an existing facility? If "Yes", list each Substance & its Capacity. Note: Applicant may need a Storage Tank Site Specific Installation Permit. (DEP Use/2570) 21.0.1 Enter all substances &

capacity of each; separate 2

each set with semicolons.

Page 6 of 7

8000-PM-IT0001 Rev. 10/2009 22.0 Does your project involve installation of a tank greater than 1,100 gallons L] Yes [ No which will contain a highly hazardous substance as defined In DEP's Regulated Substances List, 2570-BK-DEP2724? if 'Yes", list each Substance & its Capacity. Note: Applicant may need a Storage Tank Site Specific Installation Permit. (DEP Use/2570) 22.0.1 Enter all substances &

capacity of each; separate each set with semicolons.

23.0 Does your project involve installation of a storage tank at a new facility LI Yes [ No with a total AST capacity greater than 21,000 gallons? If 'Yes", list each Substance & its Capacity. Note: Applicant may need a Storage Tank Site Specific Installation Permit. (DEP Use/2570) 23.0.1 Enter all substances &

capacity of each; separate each set with semicolons.

24.0 Will the intended activity involve the use of a radiation source? (DEP LI Yes [ No Use/4x90).

C~ERTIFICATION~

I certify that I have the authority to submit this application on behalf of the applicant named herein and that the information provided in this application is true and correct to the best of my knowledge and information.

Type or Print Name Edward W. Callan Plant Manager - LGS Signature Title Date Page 7 of 7

3800-PM-WSFROO08b Rev. 3/2006 Applicant Name: Exelon Generation Company, LLC A g iation O pennsytvania COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION DEFAI~tMEtIOFE VIIRfllM4TALFlROT~~n~n BUREAU OF WATER STANDARDS AND FACILITY REGULATION NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)

APPLICATION FOR PERMIT TO DISCHARGE INDUSTRIAL WASTEWATER Before completinq this form, read Related ID#s (If Known) 147686 APS ID#

475812 Auth ID#

Is this an application for a:

El New permit Complete the General Information Form (GIF) 8000-PM-IT0601 and attach to the front of the application.

[ Permit Renewal List the current NPDES Permit number PA0051926 Complete the Client and Site Sections of the GIF and attach to the front of the application.

El Permit Amendment or Permit Renewal with Amendment List the current NPDES Permit number PA List the current WQM Permit number Complete the GIF and attach to the front of the application.

1. SIC Code NAICS Code Corresponding SIC/NAICS Description 4911 221113 Steam Electric Generation
2. Is the facility required to obtain a stormwater NPDES permit for any listed SIC code?

S YES (Answer question 3 below.) El NO (Skip question 3.)

3. Is the facility applying for permit exemption under the No Exposure rule? (See Instructions)

E] YES Z NO

4. General Description and Nature of Business.

Electric Generating Station

5. List all NPDES and WQM Permits issued by DEP for this facility.

Permit Type Permit Number Date Issued NPDES PA0051966 Amendment 1 April 25, 2006 3800-PM-WSFRO008b Rev. 3/2006 Applicant Name: Exelon Generation Company, LLC Application

6. ATTACH TOPOGRAPHIC MAP (See Instructions) (See attachedMap)
7. NUMBER OF OUTFALLS (Forwhich sampling performed)
a. Industrial Wastewater Only 1 1 Complete Module 1 and associated Modules.
b. Combined Industrial Wastewater and 0 Complete Module 1, associated Modules and Module 12 or Stormwater Module 14 (if required).
c. Stormwater Only 4 Complete Module 12 or Module 14.
8. OUTFALL LOCATION: Using the same Locational Data supplied on the General Information Form under Facility Information, list the latitude and longitude of the location to the nearest ten-thousandth of a second and the name of the receiving water of each outfall. Where available, the receiving stream width and depth should also be provided using actual measurements or topographic map and navigational charts.

LOW FLOW OUTFALL LATITUDE LONGITUDE STREAM NUMBER RECEIVING WATER (list) Deg Min Sec Deg Min Sec (Name) Width (ft) Depth (ft) 001 40 13 13.0 75 35 22.0 Schuylkill River 002 40 13 19.7 75 35 14.2 Possum Hollow Run 003 40 13 20.6 75 35 13.1 Possum Hollow Run (cont'd)

9. Name of Nearest Downstream Potable Water Intake PA American (Royersford, PA) Distance 2.15 miles
10. WHOLE EFFLUENT TOXICITY (WET) TEST RESULTS Is there known or reason to believe that WET testing was conducted in the last 3 years on any of the facility's discharges, or on a receiving water in relation to a discharge? E] YES ED NO If "YES," attach any information available on the purpose and nature of such testing, and the test results.

If "NO," all dischargers are still encouraged to perform WET testing. The DEP regional office may be contacted for appropriate protocols.

11. CONTRACTED ANALYTICAL ASSISTANCE Did a contract laboratory or consulting firm perform any of the analysis required by this application?

[3 NO 0 YES (Provide information below.)

Name M.J. Reider Associates Types of Analysis Performed:

107 Angelica St. Laboratory Analysis for Pollutant Groups 1-5 (except for Address Reading, PA 19611 parameters analyzed by Exelon - pH, TRO, Temperature, CT1300) and stormwater parameters)

Phone (610) 374-5129 Name Types of Analysis Performed:

Address Phone ( )

3800-PM-WSFR0008b Rev. 3/2006 Applicant Name: Exelon Generation Company, LLC Application

12. ADDITIONAL INFORMATION: (OPTIONAL) (See Additional Informationn in attachedsheet)

Additional information may be attached to expand upon any response to any questions or call attention to any other information felt should be considered in establishing permit limitations for the proposed or existing facility.

Check if additional sheets are attached.

0 YES E] NO Is the facility owner or operator in violation of any DEP regulation, permit, order or schedule El YES [D NO of compliance at this or any other facility?

If "YES," list each permit, order and schedule of compliance and provide compliance status. Use additional sheets to provide information on all permits.

Permit Program Permit No.

Brief Description of Noncompliance Steps Taken to Achieve Compliance Date(s) Compliance Achieved Current Compliance Status Z In Compliance El In Noncompliance I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.

Edward W. Callan Plant Manager, Limerick Generating Station Name (type or print legibly) Official Title Signature Date (Use corporateor professionalseal as appropriate.)

Taken, sworn, and subscribed before me, this day of 20 Notary Seal NPDES APPLICATION FOR PERMIT TO DISCHARGE INDUSTRIAL WASTEWATER FORM Section 8. Outfall Locations (Continuation Sheet)

Ouffall Latitude Longitude Receiving Water Low Flow Stream Number Deg Min Sec Deg Min Sec (Name) Ft. Width Ft. Depth 004 40 13 20.9 75 35 9.5 Possum Hollow Run 005 40 13 22.7 75 35 06.1 Possum Hollow Run 006 40 13 23.7 75 35 21.5 Schuylkill River 007 40 13 24.5 75 35 22.4 Schuylkill River 008 40 13 26.5 75 35 25.1 Schuylkill River 009 40 13 28.8 75 35 26.3 Schuylkill River 010 40 13 15.0 75 35 22.0 Schuylkill River 011 40 13 15.0 75 35 23.0 Schuylkill River 012 40 13 15.0 75 35 23.0 Schuylkill River 013 40 13 22.9 75 35 07.0 Possum Hollow Run 014 40 13 25.4 75 35 03.8 Possum Hollow Run 015 40 13 27.3 75 35 00.4 Possum Hollow Run 016 40 13 32.3 75 34 56.6 Possum Hollow Run 017 40 13 32.5 75 34 55.4 Possum Hollow Run 018 40 13 34.5 75 34 53.9 Possum Hollow Run 019 40 13 31.5 75 34 49.6 Possum Hollow Run 020 40 13 34.2 75 34 48.9 Possum Hollow Run 021 40 13 37.0 75 35 25.0 Schuylkill River 022 40 13 18.3 75 35 16.0 Possum Hollow Run 023 40 13 17.6 75 35 15.8 Possum Hollow Run I 030 40 20 00.0 75 37 34.0 Sanatoga Creek I Limerick Outfall Locations_08_06_ 10 Page I of I 11/5/2011

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Str1atrad5C;01-Sor1ae ýý t Wate 006 Stor 002-Storm Water 014 - StorkimeWater Ovr'w1,0 5 0 ,0Fe 004 - Storm Water 0216 - Storm Water 010 - Make-Up Header Drain 022 - Storm Water ' I 011 - Traveling Screen Backwash 023 - Cooling Tower Overflow 012 - Storm Water 030 - Storm Water USGS Phoenixville, PA Quad

S OufallLocaionsENVIRONMENTAL NPDPDE CONSULTANTS l L Oucafaion ~400 Old Reading Pike. Bidg A S~lte 101 Stowe.PA 1946.1 ierc w Gnraig ttinproject: 20340.003 checked by: _

prepared by: s.sherman file name: Outfalls_July2010

0 Page0f 4 Attachment to Application Form (Section 12)

Additional Information Item Permit Reference Request Rationale 1 Page 2 of 33; a. Delete "filter backwash"from Outfall 001 description a. Filter backwash flows to the holding pond (via the settling Page 33 of 33, basin), which is already in the outfall description.

Item 15.

b. Add following sentence to Note before the U*" b. This was approved by PADEP via a letter to PECO Energy, existing sentence: "TSS monitoring for Outfall 001 is dated May 19, 1998 (refer to Appendix E for copy of letter),

required only when adding GE Betz DT1400 or but not explicitly stated in the permit. Also, the equivalent NALCO 1315 Detox Clay." Nalco product was included in Exelon's July 2010 notification to PADEP of changes in chemical additives. TSS is also monitored via internal monitoring points connected to Outfall 001.

c. Delete Total Cadmium as a discharge parameter. c. Total Cadmium has been non-detectable over the current permit term to date. Cadmium is not an ingredient of any chemical additive.

2 Pages 7 and 8 of In Note "*", change "with the circulating water pumps." This is a typo; the CW pumps are in a different plant location.

33 to "with each condenser water box."

3 Page 13 of 33 a. Change sources for Outfall 017 from "Cooling tower a. This is a typo; the description for Outfall 017 actually drift loss, screen wash, and acid area" to "Service applies to Outfall 021, as stated on page 14 of 33.

roads and parking lots."

b. Delete monitoring requirements for Outfalls 013- b. These outfalls are not associated with industrial activity as 019 and 030 and require only that they be inspected defined by PADEP on Page 19 of 33.

once a year as specified in Part C.1.6.d.4 on page 29 of 33.

4 Page 20 of 33 In Section B, allow for the option of electronic Reporting requirements should reflect available alternative of submittal of DMRs (i.e., eDMRs) instead of mailing of electronic submittals.

paper submittals.

Page 2 of 4 Item1[PermitjReference :*, ,.Re , UK K4irRationale 5 Page 30 of 33 a. Delete thermal requirement in Item 8 for "No rise a. The ambient river water temperature naturally reaches and when ambient temperature is 87°F or above" and, exceeds 870 F at times, which could force Exelon to shut instead, add a requirement that Exelon is to perform a down the LGS units during these periods since the discharge study in support of a thermal (316(a)) variance and through 001 would cause a rise of the ambient temperature submit study results (time period to be determined by above 87 0 F. A thermal variance would allow for alternate site-PADEP) to allow it to establish alternate thermal limits specific limits to be established.

for the next permit renewal period.

b. Retain requirement for no change in ambient b. The following reasons are provided for why it is highly temperature by more than 2°F per hour as a unlikely that the operation of Limerick could cause a change qualitative limitation under Part C with no monitoring in ambient temperature by more than 20F per hour:

requirements under Part A.

  • LGS is a two-unit base load plant. Normally, at any given time, either both units would be operating or one unit would be in an outage while the other unit would be operating. In either case, there would be a thermal discharge to the river. The likelihood of a dual unit shutdown, which would reduce the thermal discharge and possibly lead to cold shock of fish residing in the mixing zone, is very small. Nevertheless, Section 5.1.3 of the Limerick Environmental Report submitted to the U.S.

Nuclear Regulatory Commission (NRC) in support of the operating licenses, concluded that a drop in ambient temperature by more than 20F per hour will not occur outside the small area of initial dilution under a very unlikely event of a sudden stop of blowdown flow in combination with extreme low river flow conditions (refer to Appendix F for supporting documentation).

" During a normal unit shutdown, the blowdown temperature would gradually decrease over a period of hours due to dissipation of decay heat associated with nuclear reactors.

There would be a similar gradual increase during normal unit start-up.

00 Page joif 4 Item Permit Reference Request Rationale

" The design and location of the in-river discharge diffuser limits the size of the mixing zone via effective heat dissipation. Furthermore, the river flows freely in the vicinity of LGS allowing for transport of the heat downriver; this avoids pockets of heat from forming in which fish could become acclimated and more vulnerable to a temperature change.

" LGS uses a closed-cycle cooling tower system and a blowdown discharge diffuser. This configuration is Best Technology Available (BTA) for heat dissipation.

Significant thermal effects normally are associated with once-through cooling systems, which involve much higher discharge flows (by a factor greater than 1Ox) affecting a much larger area of the receiving waterbody. Use of the BTA at LGS limits the area where fish would be susceptible to temperature changes to a relatively small area.

  • The NRC evaluated the thermal discharge in Section 5.3.2.2 of the LGS Final Environmental Statement (FES) and found that the discharge is expected to be in compliance with applicable limitations. NRC also concluded (in FES Section 6.5) that LGS can be operated with minimal environmental impact (Refer to Appendix F for supporting documentation).

6 Page 31 of 33 Update additives and usage rates in accordance with The additives and usage rates are identical to those MODULE 1, Section 7 of Exelon's Application. contained in the notification package submitted by Exelon to PADEP in July 2010. Exelon requests that PADEP carry these additives over into the next permit term.

7 Page 33 of 33 Update Items 12 and 13 to reflect that permittee has Exelon submitted a request to PADEP to extend the time to demonstrated that a discharge of TRO from Outfall three hours with necessary supporting information, which was 001 of no more than three (instead of two) hours per approved by PADEP via letter, dated February 29, 2008 day per unit is necessary for continued operation. (refer to Appendix E for copy of letter).

Page 4 of 4 Item Permit Reference Request Rationale 8 Page 33 of 33 PADEP indicated at the pre-application meeting on The closed-cycle cooling system at LGS routinely June 14, 2010 that it intended to impose a 1,000 mg/I concentrates the TDS naturally contained in the makeup limit on the discharge of Total Dissolved Solids (TDS) water from the river to levels that are typically greater than in accordance with DRBC regulations that govern 1,000 mg/I in the blowdown to the Schuylkill River. At times discharges of TDS into Waters of the Basin. the blowdown contains greater than 2,000 mg/I TDS. The majority of this is attributable to TDS present in the intake Exelon has been discussing this limit with DRBC in makeup water. LGS does add to the TDS levels in the cooling joint meetings held over the last few months in water, mostly through the addition of sulfuric acid into the conjunction with a comprehensive LGS DRBC Docket cooling towers basins for pH control; however, on a net basis revision that is in process. Before Exelon can suggest (i.e., after subtracting the TDS attributable to the intake of an alternative to this proposed requirement, further river water), the discharge TDS concentrations attributable to discussions with DRBC are necessary. Exelon's additions should be well below the 1,000 mg/I limit.

Since PADEP has in the past relied on DRBC to establish TDS discharge limits, the NPDES permit renewal for LGS should be consistent with the approach to be taken by DRBC.

We request that PADEP follow up directly with DRBC on the status of these discussions.

0

3800-PM-WSFROO0Sd Rev. 3/2006 Applicant Name: Exelon Generation Company, LLC Module 1 pennsylvania COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION BUREAU OF WATER STANDARDS AND FACILITY REGULATION INDUSTRIAL WASTEWATER MODULE 1 Before completing this form, read the step-by-step instructions provided in Appendix 1.

APLICANT NAME I Exelon GenerationCompany, LLC

1. Line Drawing. Attach a line drawing and water balance of flow through the facility. (See instructions) (See attached)
2. OUTFALLS AND ASSOCIATED WASTEWATER TREATMENT TECHNOLOGIES Complete Module 2 identifying the treatment processes associated with each outfall.
3. SOURCES OF WASTEWATER Attach a separate Module 3 for every outfall.

Indicate the number of Module 3s attached. 7

4. REQUIRED AND OPTIONAL ANALYSIS
a. Summary of Required Analysis Pollutants or Pollutant Required Discharae Contains (see Instructions) Groups which must be Number of Outfall Process Sanitary Misc. GW sampled for and Sample Events Number Waste NCCW Waste Waste Cleanup Stormwater analyzed (see instructions)
  • 1* I - ___________

~01 F -- i - I

[]

-I 1-5 I

3 7003 &005 El E] 0 (See attached sheet) 0 010, 011 & El EI 1:1 LI [] 0 (See attached sheet) 0 012 020 [E E El LE LE L] 0 (See attached sheet) 0 023 El E_ E []

EI I LI 0 (See attached sheet) 0 E_ lILIL E_ [] []

E __

b. Complete the modules for the Pollutant(s) or Pollutant Group(s) identified above. A separate module must be submitted for each process wastewater and combined (process wastewater and stormwater) outfall identified in the application. List the number of modules for each Pollutant Group submitted with this application.

3 Module 4 - Pollutant Group 1 3 Module 5 - Pollutant Group 2 - Metals 3 Module 6 - Pollutant Group 3 - Volatile 3 Module 7 - Pollutant Group 4 - Acids 3 Module 8 - Pollutant Group 5 - Base/Neutral 0 Module 9 - Pollutant Group 6 - Pesticides 3800-PM-WSFROOO8d Rev. 3/2006 Applicant Name: Exelon Generation Company, LLC Module 1

c. Optional Site-Specific Data information discussed in Additional modules may be attached to provide any of the optional site-specific Appendix 2. (The modules should be used to report intake water quality, upstream background or ambient water quality, and parameter-specific coefficient of effluent variability. Space is provided at the top of the module to provide description of sampling points used.)

Optional data is attached to application.A Water analy# -9 -;,e trebh'

5. PREPAREDNESS, PREVENTION, AND CONTINGENCY (PPC) PLANNING.

Does the facility have a PPC plan?

EYES ENO Does the facility have any other related plans, such as a Pollution Incident Prevention (PIP) Plan, Spill Prevention Control and Counter Measure (SPCC) Plan or BMP Plan?

EYES ENO If "YES," identify and indicate date(s) implemented.

Type of Plan Date Implemented PPC and SPCC Plans last updated in December 2009 DEP may require the plan(s) be submitted with this application.

6. OTHER INFORMATION (OPTIONAL): Attach additional sheets describing any additional environmental pollution control programs which may affect the discharges which are underway or which are planned. Indicate whether each program is now underway or planned, and indicate the actual or planned schedules.

El MARK "X" IF DESCRIPTION OF ADDITIONAL INFORMATION IS ATTACHED 3800-PM- ROO08d Rev. 3/2006 App t Name: Exelon Generation Company, LLC Module 1

7. INFORMATION AND ANALYSIS OF EFFLUENT QUALITY FOR OTHER POTENTIALLY TOXIC POLLUTANTS
a. Information on Chemical Additives (Read instructions carefully and use the tabular format to present the required Information) Who-Chemical Substance Concentration Lowest Possible Whole Product Whole Product or Compound Trade Average & Maximum Analytical 96 Hr LC50 48 Hr LC50 Names or Specific Manufacturer Usage Rate Detection (mg/L) and (mg/L) and Outfall Ingredients Name and Address lbs/day in-system Effluent Units Level (pgL) species(,) species(')

GE Betz, Inc No analytical Average 1000 method 50.7; 217; Inhibitor 4636 Somerton 001 (All) AZ8104 Rd. Mage 2200 8-19 8-19 mg/I Fathead Daphnia AZ8104 Trevose, PA Maximum 2200 Conc. by Minnow magna calculation 19053 GE Betz, Inc 4636 Somerton No analytical 3.8; Rd. Average 450 method 16; Fathead Flogard Maximum 1000 mg/I Conc. by Minnow Daphnia MS6210 Trevose, PA calculation magna 19053 GE Betz, Inc GE Bet, IncNo analytical 4636 Somerton Average 160 method 3040; 755; Depositrol Rd. Aage 160 1-3 1-3 mg/I mod Fathead Daphnia BL5400 Trevose, PA Maximum 320 Conc. by Minnow magna calculation 19053 GE Betz, Inc No analytical 5000; 45%

Depositrol 4636 Somerton Average 2000 method mortality; 1770; Deoirl Rd. Average6262000IDaphnia 16-26 mg/I Conc. by Fathead Dagna PY5204 Trevose, PA Maximum 3000 16-26 calculation Minnow magna 19053 GE Betz, Inc Spectrus 4636 Somerton Average 1200 0.72; 0.11; CTru0 Rd. 4-20 <0.20 mg/I 0.052 mg/I Fathead Daphnia Trevose, PA Minnow magna 19053 3800-PM-WSFROO08d Rev. 312006 Applicant Name: Exelon Generation Company, LLC Module 1 GE Betz, Inc Polyfloc 4636 Rd. Somerton Average 1.5 10 1 g No analytical methodFah 810; dD 2975; p ni R.10.01 mg/I Con.tbhMino maghna AP1120 Trevose, PA Maximum 3 Conc. by Minnow magna calculation 19053 GE Betz, Inc 4636 Somerton No analytical 41.3, pH 44.2, pH Klaraid Rd. Average 120 70-110 0.34-0.56 mg/I method adjusted; adjusted; CDP1 346 Maximum 200 Conc. by Fathead Daphnia Trevose, PA calculation Minnow magna 19053 GE Betz, Inc Depositrol 4636 Somerton Average 1000 1708; 1768; Aage 1000 15-25 0.005-0.009 mg/I 1000 Fathead Daphnia BL5307 Rd.

Trevose, PA Minnow magna 19053 GE Betz, Inc onnum 43SoeonAverage 4636 Somerton 8 method No analytical 785; 1415; Continuum Rd. 50-100 0.1-0.2 mg/I Fathead Daphnia AEC3120 Trevose, PA Maximum 16 Conc. by Minnow magna calculation 19053 GE Betz, Inc 435; 0% 435; 0%

Spectrus Rd. Somerton 4636 Average 4790 Controlled by Controlled by mg/I 200 at TSS mortality; mortality; DT1400 Maximum 9520 TSS limit TSS limit Fathead Daphnia Trevose, PA Minnow magna 19053 GE Betz, Inc 4636 Somerton No analytical 3.5; Spectrus Rd. Average 1 100-220 < 1 by mg/I methodFathead 5; Daphnia NX1100 Trevose, PA Maximum 2 dilution Conc. by Minnowmagna 19053 calculation

3800-PM-F'R0008d Rev. 3/2006 Appl,*i-nt Name: Exelon GenerationCompany,LLC Module 1 GE Betz, Inc 4636 Somerton Average 450 No analytical51 Foamntrol Rd.6 MoenAvrg 5 method 51; 8.1; Daphnia Rd. Maximum 900 2-4 2-4 mg/I Fathead magna AF1 441 Trevose, PA Conc. by Minnow magna calculation 19053 Mays Chemical Company Chemical Chemical Chemical Sodium 875 East 1 1 2th Average 1600 addition is addition is addition is Bluegill 0.7;0.52; 0

Bromide St.; Chicago, IL Maximum 2800 controlled by controlled by controlled by Sunfish mapna 60628 (or TRO limits TRO limits TRO limits equivalent)

Mays Chemical pH of system Company Average Concentrat'n and effluent 5000, 0% 5000, 30%

40,000 and chemical are controlled 0.01 standard mortality; pH mortality; pH 875 East 112th Sulfuric Acid St.; Chicago, IL Maximum addition are between 6-9 left pH units adjusted adjusted 60628 (or668o 60,000 6000controlled pH lim its. by sadrpHFathead standard pH Minnow Daphnia magna units.

equivalent)

Applied Biochemists W175 Nl1163 ABAusae Stonewood Dr.; Average 450 >96; >97; AB Aquashade Suite 234; Maximum 900 1-2 0.02-0.03 mg/I 20 Rainbow Daphnia Trout magna Germantown, WI 53022 (or equivalent)

Kuehne Co.

86 N. Average Chemical Chemical Chemical Sodium Hackensack 16,000 addition is addition is addition is 5.9; Fathead 0.07; Hypochlorite Ave.; Maximum controlled by controlled by controlled by 50 as TRO Minnow Rainbow Kearny, NJ 58,000 TRO limits TRO limits TRO limits Trout 07032 (or

________ Shts.)ý equivalent) F

__________(Contin. Shts.) ___________________________________________________

(1) If LC50 Data for whole product is not available, data for the individual active ingredients may be provided.

3800-PM-WSFROOO8d Rev. 3/2006 Applicant Name: Exelon GenerationCompany, LLC Module 1 b, Specific Substances which must be identified if Known or Expected to be Present (Read instructions carefully and use the tabular format and additional pages, where necessary, to present the required information)

Average Effluent Analytical Concentration Detection Level Outfall Chemical Substance or Compound Reason for Presence in Discharge (pg/L) (pg/L)

c. Are any Table 2 substances identified for which a spill reporting exemption is requested? EYES [NO If "YES," complete the Hazardous Substance Table.
d. Any other toxic chemicals known or expected to be present in the discharge.

Report any additional significant detections in effluent samples on the Other Toxic Chemicals sheets.

ContinuationSheets for Module 1, Section 7a. Information on ChemicalAdditives Concentration Chemical Substance or Lowest Possible Whole Product 96 hr Compound Trade Names Manufacturer Name Average and Maximum Analytical Detection LC50 (mg/L) and Whole Product 48 hr LC50 1

Outfall or Specific Ingredients and Address Usage Rate Ibs/day In-system Effluent Units Level (ug/L) species(l) (mg/L) and speciesO )

SURE-COOL 1393 Norganic phosphate >1,000; Fathead 527; Daphnia magna W. Diehl Road, test, 0.1 mg/l Minnow 001 (All) Naperville, IL 60563 C-9 Nalco Company; 1601 total zinc test, 0.01 >5,000; Inland Not Available C- .DelRa, Aye: 937, max: 1000 4 -9 4 -9 mg/L mg/I silverside W. Diehl Road, g sleid Naperville, IL 60563 3DNalco Company; 1601 Ave: 1000, max: 2200 3-19 3-19 mg/L tolyltriazole test, 0.1 63.3; Fathead 85.4; Daphnia magna NaW.Diehl Road, mg/I Minnow Naperville, IL 60563 3D TRASAR 3DT197 Nalco Company, 1601 included in above total 4-6 included in mg/L tolyltriazole test, 0.1 63.3; Fathead 85.4; Daphnia magna W. Diehl Road, above mg/I Minnow Naperville, IL 60563 Nalc Comany;1601active 1 2 12 polymer test, cieplmrts,718 (EC50); Daphnia.

3DTAA D11Nalco Company; 1601 Av:20,mx 00 3D TRASAR 3DT121 Ae: 2000, max: 3000 11 -D25 11 -25 mg/L 0.6 mg/l, or via 1279; Rainbow Trout magna Naperville, IL 60563 TR5500, 0.2 mg/I Nalco Company;, 1601 active polymer test, 3D TRASAR 3DT1 38 W. Diehl Road, Ave: 1000, max: 4000 35-70 0.013-0.025 mg/L 0.6 mg/I, or via >100; Rainbow trout >100; Daphniamagna Naperville, IL 60563 TR5500, 0.2 mg/I Nalco Company; 1601 Gluteraldehyde test, 10.8; Fathead H-550 W. Diehl Road, Ave: 300, max: 1000 65- 150 0.02-0.05 mg/L 20 ppm Minnow 11.5; Daphnia magna Naperville, IL 60563 11 NALCO 7469 Nalcoehpad, Ave: 450, max: 900 4-8 4-8 mg/L No analytical method >1000; Fathead >1000; Daphnia magna Na DlcCompan A - conc. By calculation Minnow Naperville, IL 60563 NALCONalco Company; 1601 Active quat test, 0.272; Fathead 0.051; Ceriodaphnia NALCO Company;Dieh1601dAye: 1200, max: 2000 3- 5 3 -5 mg/L 0.020 mg/I Minnowdbi W. Diehl Road, 000m/Minwdubia Naperville, IL 60563 Nalco Company; 1601 Ave:Controlled by Controlled by feed based on detox Not Available Not Available NALCO 1315 W. Diehl Road, TSS limit TSS limit of quat from HI50M

,Naperville, IL 60563 1 page 1 of 5

ContinuationSheets for Module 1, Section 7a. Information on Chemical Additives Concentration Chemical Substance or Lowest Possible Whole Product 96 hr Compound Trade Names Manufacturer Name Average and Maximum Analytical Detection LC50 (mg/L) and Whole Product 48 hr LC50 1 1 Outfall or Specific Ingredients and Address Usage Rate lbs/day In-system Effluent Units Level (ug/L) species ') (mg/L) and species(1 NALCO 8136 W. DiehC Road, Ave: 120, max: 200 30-50 0.03-0.06 mg/L No analytical method 300; Rainbow Trout >1,000; Daphnia magna Nal Coan, conc. By calculation Naperville, IL 60563 OPTIMERNalco Company; 1601 Ave: 3, max: 6 0.5-2.5 0.01-0.02 mg/L No analytical method Not Available 3.33; Ceriodaphnia dubia NaW.Diehl Road, - conc. By calculation Naperville, IL 60563 3D TRASAR 3DT1 98 Nalco Comany; Ave: 7, max: 15 2-5 0.01-0.2 mg/L tolyltriazole test, 0.1 18; Fathead Minnow Not Available 3 AARC7331 9 W. Diehl Road, mg/r Nalco Company; Naperville, 1601 Aye.7,ma: 1125 IL 60563 001-0.nmbLow/

NALCO 73310 Nalco Company; 1601 Ave: 126, max: 252 2300-5000 1.4-2.8 mg/L nitrite teal, 2 mg/I 0.1 -1; Rainbow 1 - 10; Daphnia magna W. Diehl Road, Trout Naperville, IL 60563 No analytical method >1000; Rainbow 1320; Ceriodaphnia Nalco Company; 1601 W. Diehl Road, coc ycluain Totdubia

_______________ aperville, IL 60563 ______________ _______________

NALCO 77352NA Nalco Company; 1601 Ave: 1, max: 10 200 -900 0.01-0.1 mg/L No analytical method 0.19; Rainbow Trout 0.16; Daphnia magna W. Diehl Road, - conc. By calculation Naperville, IL 60563 active polymer test, Nalco Company, 1601 Aye: 10, max: 50 45-150 0.1-0.6 mg/L a6gi, or 1830; 1875; Ceriodaphnia 3D TRASAR 3DT289 T-0.6 mg/I, or via 1830; Rainbow Trout W. Diehl Road, dubia TR5500, 0.2 mg/I Naperville, IL 60563 NALCONalco Company 1601 Ave: 600, max: 600 2-5% 6.7 mg/L No analytical method Not Available Not Available NacCCma3410W.

Diehl Road, - conc. By calculation Naperville, IL 60563 RUSTPHREE Nalco Company; 1601 Ave: 300, max: 300 5-10% 3.4 mg/L No analytical method 3928; Fathead 555; Ceriodaphnia dubia NaW.Diehl Road, 1 conc. By calculation Minnow Naperville, IL 60563 NALCLEAN 2568 PULV W. Coad, Ave: 300, max: 450 2-5% 2-5 mg/L No analytical method 10 - 100 Rainbow Not Available Na DlcCopan; -conc. By calculation Trout Naperville, IL 60563 1

@ p of 5

ContinuationSheets for Module 1, Section 7a. Information on ChemicalAdditives Concentration Chemical Substance or Lowest Possible Whole Product 96 hr Compound Trade Names Manufacturer Name Average and Maximum Analytical Detection LC50 (mg/L) and Whole Product 48 hr LC50 1 1 Outfall or Specific Ingredients and Address Usage Rate lbslday In-system Effluent Units Level (ug/L) species" ) (mg/iL) and species( )

GE Betz, Inc. 4636 No analytical method INHIBITOR AZ8100 Somerton Rd., Ave: 7, max: 15 10- 100 0.1-0.2 mg/L No B lc 105; Fathead Minnow 243; Daphnia magna Trevose, PA 19053 conc. By calculation 105;_FatheadMinnow_2_3; Daphnia magn GE Betz, Inc. No analytical method Corr-shield NT4203 4636 Somerton Rd., Ave: 126, max: 252 600 - 1500 1.4-2.8 mg/L - onc.aytcalcmetion 930; Fathead Minnow 638; Daphnia magna Trevose, PA 19053 conc. By calculation GE Betz, Inc.

Somerton Rd., 4636 N nltclmto 319 aha Hypersperse MDC150 Trevose, PA 19053 Ave: 9, max: 18 5.4 0.1-0.2 mg/L No analytical method 13,139; Fathead 3634; Daphnia magna T conc. By calculation Minnow Honeywell, 101 Columbia Road, 0.35 - Sulfate 292 (100-hr TL); 433 (50-hr TL); Daphnia Ammonium sulfate Morristown, NJ 07962 Ave: 10, max: 20 10 0.1-0.2 mg/L SM4110 Daphnis magna magna (or equivalent)

Solvay Chemicals, Inc., 3333 Richmond Sodium Metbisulfite Ave., Houston, TX Ave: 5, max: 10 10 0.05-0.1 mg/L 2 - Sulfite SM4500 100-200; Rainbow 200; Golden Orfe 77098 (or equivalent) Trout Eka Chemicals, Inc.

1775 West Oak ND mg/L Nooc/L analyticalacltin method Hydrogen Peroxide Commons Court, Ave: 3, max: 95 600 mCnue) g 16.4; Fathead Mno 2.4; Daphnia pulex Marietta, GA 30062 (Consumed) - conc. By calculation Minnow (or equivalent)

ClearTech Industries, Inc., 2302 Hanselman Hydrochloric acid Ave., Saskatoon, SK A Controlled by Controlled by mg/L 0.035 - Chloride 282; Mosquito fish 3.6; Bluegill Canada S7L 5Z3 (or Aye: , max. pH limits pH limits SM4110 equivalent)

FMC Wyoming Corp.,

1735 Market St.,

PhiladelphiaControlled by Controlled by mg/L 0.001 - Sodium 30-100; Brown shrimp 19103 (or equivalent) pH limits pH limits SM3500 (Crangon crangon) page 3 of 5

ContinuationSheets for Module 1, Section 7a. Information on Chemical Additives Concentration Chemical Substance or Lowest Possible Whole Product 96 hr Compound Trade Names Manufacturer Name Average and Maximum Analytical Detection LC5O (mgJL) and Whole Product 48 hr LC5O 1

1 Outfall or Specific Ingredients and Address Usage Rate lbs/day In-system Effluent Units Level (ugIL) species " (mg/L) and species( )

Chem OneLTD; 8700 Pinemont Drive, Suite Sodium sulfite 100, Houston, TX Ave: 21, max: 21 20-90 0.2 mg/L 2 - Sulfite SM4500 2600; Mosquito fish 69; Daphnia magna 77040 (or equivalent)

ICL Performance Products LP; 622 Emerson Road, Suite 0.11 -Phosphate 40 leilSnih>00 ahi an Trisodium phosphate 500,ST. Louis, MS Ave: 51, max: 51 20-90 0.2 mg/L SM4110 440; Bluegill Sunfish >1000; Daphnia magna 63141 (or equivalent)

ClearTech Industries, Inc., 2302 Hanselman Ave., Saskatoon, SK 0.11 - Phosphate " >100; RainbowTrout Not Available Disodium phosphate Canada S7L 5Z3 (or Aye: 51,max: 51 20-90 0.6 mg/L SM4110 equivalent)

GE Betz, Inc. analytical method 2000; Fathead Spectrus BD1500 4636 Somerton Rd., Ave: 1000, max: 1500 11-17 11-17 mg/L Nonc.alytcalcmetion Minnow 2000; Daphnia magna Trevose, PA 19053 TrvoePA1953- conc. By calculation Minnow GE Betz, Inc.

GE Btz, nc.No analytical method Spectrus NX1103 4636 Somerton Rd., Ave: 20, max: 120 30 0.01 mg/L -conc. Bytcalculation 1.1; Fathead Minnow 0.26; Daphniamagna Trevose, PA 19053 GE Betz, Inc.

Ferroquest LP7200 4636 Somerton Rd., Ave: 600, max: 600 10 6.7 mg/L No analyticalt method >1500; Fathead >1000; Daphnia magna Trevose, PA 19053 TrvoePA1953- conc. By calculation Minnow GE Betz, Inc. GBezIn.No analytical method 1440; Fathead 350Dahimga Ferroquest LP7202 4636 Somerton Rd., Ave: 300, max: 300 5 3.4 mg/L -conc. By calculation 10;Fte 3350; Daphnia magna Trevose, PA 19053 p,- of 5

C",

Continuation Sheets for Module 1, Section 7a. Information on ChemicalAdditives Concentration Chemical Substance or Lowest Possible Whole Product 96 hr Compound Trade Names Manufacturer Name Average and Maximum Analytical Detection LCSO (mg/L) 11 and Whole Product 48 hr LCSO Outfall or Specific Ingredients and Address Usage Rate lbs/day In-system Effluent Units Level (ug/L) specles( (mg/L) and specles(l)

GE Betz, Inc.

Kleen AC9500 4636 Somerton Rd., Ave: 300, max: 450 5 - 15 3-5 mg/L No analyticalcmethod 20,Fte 250; Daphnia magna Trevose, PA 19053 page 5 of 5

On-site Fire Emergency Well (Back-up supply) Delaware River Auxiliary Water C 10*Storage Tank Supply to East Branch Rainfall and Runoff Cooling Blowdown Cooling 0.05 MGD Eva oration = 16.2 MGD Tower Tower Evaporation = 16.2 MGD Drift 0.2 MGD Unito 7.02 7.02 Unit2 Drft= 0.2 MGD V " MGD (max) MGD (max In-Stream 3.5 MGD (avg) 3.5 MGD (avg) Perkiomen Cylindrical Evaporation = 0.026 Spa odG .5MD*401

.5MD23.42 0G 0-*I232MD MGD re Screens CreekScen 030 to Sanatoga T____________ 1_5.0 M G D eavP)

Creek 0.026 MGDAux.

  • -'-fw 0.001 MGD Miscellaneous Drains 23.42Perkiomen Intake 0.009 MGD I C I- Storage 0.193 MGD Tank Maintenance rain 0.007 MD l,ers Blowdown Clarifier 0.21 M/D L Generating Units 1 & 2 Water Treatment Bldg Raw Water Supply 0.001 MGD River SW Reverse Osmosis Seti Trailer Effluent 30 7 - Oily Wastes Settling Ao Basin 0.017 MGD / Misc. Plant Losses .2 iLocallAuxilia-

' an Make-up Header Drain and Water in Sludges Mi Sepratorsi Boiler D2 /I 0.."*='Y .2, MGD 2? / ' I

  • \ / *I , /
  • J 0.04" MGD J SW) ] 1 32.076 MG avg) 0.086 MD m H Pond IHoding -t S 0020

-intake Pumping 0 z 0.001 MGD On-site Potable Well Station 0.t00 MGD 0.069 MGO Blowdown 019 Traveling Screen -0 201 ..

-610 i c*

¢ash Dredge Spoils tT0.049MGD Sanitary Wastewater / Potable/Sanitary Applications 018 s 1Area Excess IConveyed to Limerick Municipal IHI sw01 Water J Treatment Authority _/ od "012 CT Blowdown U CWaterbox &SW 006, Em.ergency Waero raWions 4.9 Overflow Vent&AraS MGOMaimwm li BypassBypass R e 0414 Drainso schuy1*111R!*er' * *2 022

  • 002 0003 0 004 001 0 0*014

' *'Possum Hollow Run Notes: Schematic of Water Flow Legend 1. Chemical additives listed in Application Module 1.

$* Ornate well 2. MGD = Maximum monthly average flow in million gallons per day Revision Exelon Generation Company, LLC

[ Stormwater Only 3. SW Outfalls 013-019 and 030 are not associated with industrial activity; Dates iUmenck Generating Station currently, at least one of these outfalls sampled yearly; others inspected

© Point of Chemical Adelkion yearly. 8/-1i0i Uimerick Township, Montgomery County, Pennslvania

  • DMR Sampling Poir 4. Flow line breaks indicate that flow paths are not connected Line Drawing PA5erm192Number' Outtall Number

-1' F-\'ath 1~

Date: Ii I Fý--j Number 31212005 II 11 k. AES - 1

- 005 If W V

em )ý 0 MODULE 1 Attachment Industrial Wastewater Types - Limerick Generating Station

.Sampling Undertaken?

Outfafl Source Type Regulatory Basis (Yes4Vo) Basis Cooling tower blowdown Process NCCW is considered process wastewater when and closed cooling water WW covered by an ELG' regulation.

Liquid radwaste Wastewater comes into direct contact with or treatment system and Process results from use of raw materials/production of laundry drain collection electricity. A minimum of 3 sampling events is effluens Ys (Mthrough

8) required by NPDES permit Low s volume wastewater discharge is application instructions.

Outfall 001 Holding pond effluent WW considered process wastewater when covered by an ELG regulation.

Makeup water from river is contained in closed Spray Pond effluent NCCW loop and does not contact raw materials or products; not covered by an ELG regulation.

Drainage Areas 003 & Stormwater runoff from surface areas is Yes (Module A minimum of 1 sampling event is 005 via holding pond Stormwater associated with industrial activity. 13) required by NPDES permit (normal alignment) application instructions.

Discharge occurs infrequently (only Unit 1 & 2 main NCCW is contained in closed loop and does not during refueling outages and not at condenser waterbox NCCW contact raw materials or products; not covered No the time of this application); water is Outfall 003 drain down by an ELG regulation. same quality as cooling tower

& 005 blowdown.

Drainage Areas 003 & A minimum of 1 sampling event is 005 via flow diverter Stormwater Stormwater runoff from surface areas is Yes (Modul required by NPDES permit plate (bypass alignment) associated with industrial activity. 13) application instructions.

NCCW discharge occurs infrequently (only if makeup header drained and Outfall 010 Makeup header drain NCCW Makeup water from river is returned to river No not at the time of this application);

unused; not covered by an ELG regulation. outfall is exempt from NPDES permit monitoring; water is same quality as Schuylkill River intake water.

Effluent Limitations Guideline (ELG) regulation provided as 40 CFR 423.

Sampling Undertaken?

Outfall- Source Type Regulato Baa/sl (Yes/Na) Basis Makeup water from river is returned to river Outfall is exempt from NPDES Outfall 011 Traveling screen NCCW unchanged; not covered by an ELG regulation. No permit monitoring; water is same backwash quality as Schuylkill River intake water.

NCCW discharge occurs infrequently Excess river water from spoils area is returned (only if dredge spoils excess water NCCW to river unused; not covered by an ELG No discharges from spoils placement Outfall 012 water spoils excess Dredge regulation. area and not at the time of this application); water is same quality as Schuylkill River intake water.

Raw (unused) makeup water from Perkiomen NCCW discharge occurs infrequently Creek stored in tank is drained to Possum (tank drained about every 2 years for Outfall 020 Perkiomen Storage Tank NCCW Hollow Run when needed to perform tank No maintenance and not at the time of drainage maintenance; not covered by an ELG this application); water is same melatinanc; nquality as Perkiomen Creek intake regulation. water.

NCCW discharge occurs Infrequently Cooling tower blowdown NCCW is contained in closed loop and does not (only if cooling tower blowdown Outfall 023 emergency overflow NCCW contact raw materials or products; not covered No overflows through vent line during vent by an ELG regulation. emergency and not at the time of this application); water is same quality as cooling tower blowdown.

New Additives Equivalency and Use - Limerick GeneratingStation fleim Approved Addft~ve ?ameA(GE .

No. Boetz New'dditiveNaem(Nalco), Function Bai ChmctaeApiaina O I Flogard MS6210 C-9 Mild steel corrosion inhibitor Zinc/phosphate Raw Water 2 Depositroll PY5204 3D TRASAR3DT1211 Dispersant Tagged &traced AAAMPS Raw Water 3 Deposit.ol BL5400 SURE-COOL 1393 Scale Inhibitor HEDP Raw Water 4 Depositrol BL5307" 3D TRASAR 3DT138 NonT-phosphorous scale inhbitor PMAIt-HSP blend Raw Water - Spray Pond 5 Spectrus BD1500 NALCO 73551 Surfactant Unknown (non haL) Circ Water 8 Spectrus CT1300 NALCO HtSOM ClanmMulluscicide Ouatemar'y Amine Raw Water 7 Spectrus DT1400'* NALCO 1315 Detox for Clamiluiluscicide Bentonite clay slurry Raw Water 8 Spectrus NXl100 NALCO 77352NA Biockie Isothiazolin Closed Cooling Water 9 Spectrus NX1 103 H-550 Microbialalgicide Gluteraldehyde Raw Water - Spray Pond 10 Klairaid CDP1346 NALCO 8136 Coagulant PACEPI-DMA Raw Water Clarifier 11 Continuum AEC 3120 3D TRASAR 3DT289 Anti-scalant Phosphoric/suffuric acids Closed Cooling Water 12 AZ8104 3D TRASAR 3DT197 Yellow metal corrosion inhibitor HaIloen resistant azole Raw Water 13 jAZ8104 3D TRASAR 3DT197 Yellow metal corrosion inhibitor Halogen resistant azole Raw Water - Spray Pond 14 Ferroques LP7200 NALCO 8344 Chemical Cleaning Citric acid GMC Chiller Closed Cooling Water 15 Ferroquest LP7202 RUSTPHREE 73924 Chemical Cleaning Sodium bisulfite GMC Chiller Closed Cooling Water 16 Foamtrol AF1 441 NALCO 7469 Anti-foarm Polyglycol blend Raw Water 17 Po tfoc AP1 120" OPTIMER 7193 PLUS Flocculant Anionic polymer Raw Water Clarifier 18 Kleen AC9500 NALCLEAN2ý58 PULV Scaleremover S m acid/azole GMC Chiller Closed Cooling Water And omditives (GE~

Betz Name Adli ~Bvl and Comoiy)___AditvNme(alo)____

_ __ __ o-Ba C~emlcalNam~e Application at'LGS 19, 20 AZ8100 3D TRASAR 3DT198 Yellow metal corrosion inhibitor Sodium tolytriazole Closed Cooling Water 21, 22 Corrshield NT4203 NALCO 73310 Corrosion inhibitor Sodium nitrite Closed Cooling Water 23 Ipers:erse MDC150 N/A .MAnti-scalant aeic Acid/Acrylic Acid copoltyer Reverse Osmosis System 24 Ammonium sulfate N/A Chemical Ammnonium

_tl_..... sulfate Reverse Osmosis System 25 Sodium metabisutfite N/A Chemical Cleaning Sodiurm metabisulfite I Reverse Osmosis System 26 HIrogen pwoxide N/A Chemical Claninroen peroxide Reverse Osmosis System 27 tyrochloric acid N/A Chemical Cleaning Hydrogeen chloride Reverse Osmosis System 28 Sodium hydroxide N/A Chemical Cleaning Sodium hydroxide Reverse Osmosis Systern

  • Note: Other PADEP-approved non- GE Betz chemical additives inthe LGS NPDES permit are sodium hypochlorite, sulfuric acid, sodium bromide, AB Aquashade, sodium sulfite, trisodium phosphate, and disodium phosphate. These are not being replaced with Nalco additives.

Exelon requests that these three GE Betz (GE Water) chemical additives remain inthe permit permanently along with the Nalco products. Only one of the two equivalent products would be used at a time ina given system.

3800-PM-WSFROOO" Rev. 3/2006 Applicant Name: Exelon Generation Company, ILLC 7" PROYECaO GFENMRgNMENTAL DEPARTMENT N. COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION BUREAU OF WATER STANDARDS AND FACILITY REGULATION WASTEWATER TREATMENT TECHNOLOGIES MODULE 2

  • APPLICANT NAME I Exelon Generation Company, LLC Method for Handling and Disposal of Solid or Liquid Outfall Treatment Unit Description Residue Resulting from Treatment Number (list in sequence) (list in sequence) 001 Temperature Control (Cooling Towers) Discharge heat via evaporation to atmosphere 201 Sedimentation (Settling basin receives drainage, Sediment removal by licensed contractor for offsite backwash, and blowdown from raw water treatment disposal system.)

201 Oil/water separation (Separators receive wastewater Oil removal by licensed contractor for offsite recycling from settling basin and plant drains.)

201 Flow equalization (Holding pond receives wastewater N/A from various plant sources.)

301 Flow equalization (Liquid radwaste system holding N/A tanks receive contaminated drainage from various plant sources.)

301 Ion exchange Processing and offsite disposal of spent resins in accordance with U.S. Nuclear Regulatory Commission requirements

- I I¶~#~I- 4.

Temperature Control (Spray Pond) Discharge heat via evaporation to atmosphere 3800-PM-WSFROO08f Rev. 3/2006 Applicant Name: Exelon Generation Company, LLC M 3 Outfall: 001 eRRS DpAhenTsyla aia OTDEPARTMENT DEPCOMMONWEALTH OF PENNSYLVANIA OF ENVIRONMENTAL PROTECTION DEPARMENTOr-EROMENTALPROTECTION BUREAU OF WATER STANDARDS AND FACILITY REGULATION SOURCES OF WASTEWATER MODULE 3 Before completing this form, read the step-by-step Instructions provided in Appendix 1.

APPUCANt NAME Exelon Generation Company, LLC OUTFALL NUMBER 001

1. Process Wastewater
a. Describe process and type of wastewater.

Receives wastewater from cooling towers, spray pond, holding pond, closed cooling water loops, treated radwaste and laundry drains

b. Production Rate.

Referring to the instructions in Appendix 1 for this question, complete a Module 15, Production Rate, for each process subject to an effluent limitation listed in 40 CFR Subchapter N (Parts 400-471). Indicate the number of completed Module 15s attached to this application. N/A

c. Discharge Occurs. 24 hrs/day; Z days/wk; 365 days/yr; 12 months/yr.

During which months? All Report the discharge rate as:

The maximum daily discharge rate. 14.19 MGD The monthly average discharge rate. 10.7 MGD The long-term averaqe discharge rate. 10.7 MGD For batch discharges report:

Number of decant cycles. Cycles/day Length of each decant cycle. MIN.

Average decant discharge rate. GPM

2. All Other Wastewater Contributing to this Outfall
a. Describe the wastewater.
b. Source(s).
c. Discharge Occurs. _ hrs/day; _ days/wk; _ days/yr; _ months/yr.

During which months?

Report the discharge rate as:

The maximum daily discharge rate. MGD The monthly average discharge rate. MGD The Iong-term average discharge rate. MGD For batch discharges report:

Number of decant cycles. - Cycles/day Length of each decant cycle. _ MIN.

Average decant discharge rate. GPM 3800-PM-WSFROO08f Rev. 3/2006 Applicant Name: Exelon Generation Company, LLC Module 3 Outfall: 001

3. Total Process, Miscellaneous Noncontact Cooling, and Sanitary Wastewater
a. Source(s). Receives wastewater from cooling towers, spray pond, holding pond, treated radwaste and laun drains
b. Discharge Occurs. 24 hrs/day; Z days/wk; 365 days/yr; L2 months/yr.

During which months? All Report the discharge rate as:

The maximum daily discharge rate. 14.19 MGD The monthly average discharge rate. 10.7 MGD The long-term average discharge rate. 10.7 MGD

4. Stormwater Complete Module 12 or Module 14 for the stormwater contribution.

0 3800-PM-WSFROO08f Rev. 3/2006 Applicant Name: :xelon Generation Company, LLC Mv3 Outfal: 003 & 005 pennsyLvania COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION DEP TOFENVJONMTPPOTEC1ON BUREAU OF WATER STANDARDS AND FACILITY REGULATION SOURCES OF WASTEWATER MODULE 3 Before completing this form, read the step-by-step Instructions provided in Appendix 1.

ý"I PUCANT NAME,'i Exelon Generation Company, LLC OU0LTFAL NMBERii;; 003 & 005

1. Process Wastewater
a. Describe process and type of wastewater.

none

b. Production Rate.

Referring to the instructions in Appendix 1 for this question, complete a Module 15, Production Rate, for each process subject to an effluent limitation listed in 40 CFR Subchapter N (Parts 400-471). Indicate the number of completed Module 15s attached to this application. N/A

c. Discharge Occurs. _ hrs/day; _ days/wk; _ days/yr; _ months/yr.

During which months?

Report the discharge rate as:

The maximum daily discharge rate. MGD The monthly average discharge rate. MGD The long-term averaae discharge rate. _ MGD For batch discharges report:

Number of decant cycles. Cycles/day Length of each decant cycle. MIN.

Average decant discharge rate. GPM

2. All Other Wastewater Contributing to this Outfall
a. Describe the wastewater.

NCCW

b. Source(s). Drainage from condenser waterboxes associated with Units 1 and 2
c. Discharge Occurs. 24 hrs/day; a days/wk; _6 days/yr; 2 months/yr.

During which months? March or April during plant outage Report the discharge rate as:

The maximum daily discharge rate. 1.1 MGD The monthly average discharge rate. <1.1 MGD The long-term averagqe discharge rate. <1.1 MGD For batch discharges report:

Number of decant cycles. Cycles/day Length of each decant cycle. MIN.

Average decant discharge rate. GPM 3800-PM-WSFROO08f Rev. 3/2006 Applicant Name: Exelon Generation Company, LLC Module 3 Outfall: 003 & 005

3. Total Process, Miscellaneous Noncontact Cooling, and Sanitary Wastewater
a. Source(s). Drainage from condenser waterboxes associated with Units 1 and 2
b. Discharge Occurs. 24 hrs/day; 3 days/wk; 6 days/yr; 2 months/yr.

During which months? March or April during plant outage Report the discharge rate as:

The maximum daily discharge rate. 1.1 MGD The monthly average discharge rate. <1.1 MGD The long-term average discharge rate. <1.1 MGD

4. Stormwater Complete Module 12 or Module 14 for the stormwater contribution.

3800-PM-WSFR0008f Rev. 3/2006 Applicant Name: Exelon Generation Company, LLC M 3 °Outfall: 010 pennsylvania ABUREAU COMMONWEALTH OF PENNSYLVANIA OF WATER STANDARDS AND FACILITY REGULATION SOURCES OF WASTEWATER MODULE 3 Before completing this form, read the step-by-step instructions provided in Appendix 1.

rAPPUCANT NAE Exelon Generation Company, LLC OOTFALL INUMBE-R 010

1. Process Wastewater
a. Describe process and type of wastewater.

N/A

b. Production Rate.

Referring to the instructions in Appendix 1 for this question, complete a Module 15, Production Rate, for each process subject to an effluent limitation listed in 40 CFR Subchapter N (Parts 400-471). Indicate the number of completed Module 15s attached to this application. N/A

c. Discharge Occurs. _ hrs/day; _ days/wk; _ days/yr; _ months/yr.

During which months?

Report the discharge rate as:

The maximum daily discharge rate. MGD The monthly averaae discharge rate. MGD The long-term average discharge rate. MGD For batch discharges report:

Number of decant cycles. Cycles/day Length of each decant cycle. MIN.

Average decant discharge rate. GPM

2. All Other Wastewater Contributing to this Outfall
a. Describe the wastewater.

NCCW

b. Source(s). Schuylkill River makeup water discharging through makeup header drain
c. Discharge Occurs. 6 hrs/day; 1 days/wk; 1 days/yr; 12 months/yr.

During which months? Any month of year when header drained for maintenence Report the discharge rate as:

The maximum daily discharge rate. 0.1 MGD The monthly average discharge rate. <0.1 MGD The long-term average discharge rate. <0._1 MGD For batch discharges report:

Number of decant cycles. Cycles/day Length of each decant cycle. MIN.

Average decant discharge rate. GPM 3800-PM-WSFRO008f Rev. 312006 Applicant Name: Exelon Generation Company, LLC Module 3 Outfall: 010

3. Total Process, Miscellaneous Noncontact Cooling, and Sanitary Wastewater
a. Source(s). Schuylkill River water discharging through makeup header drain
b. Discharge Occurs. 6 hrs/day; 1 days/wk; .1 days/yr; 12 months/yr.

During which months? Any month of year when header drained for maintenence Report the discharge rate as:

The maximum daily discharge rate. 0.1 MGD The monthly average discharge rate. <0..1 MGD The long-term average discharge rate. <0.1 MGD

4. Stormwater Complete Module 12 or Module 14 for the stormwater contribution.

3800-PM-WSFROO08f Rev. 3/2006 Applicant Name: Ixelon G.eneration Company, LLC M 3 pennaniaCOMMONWEALTH OF PENNSYLVANIA Outfall: 011 DEPARTMENT OF ENVIRONMENTAL PROTECTION DEPARThENT OF ENVI4ONMENTAL PROTECTION BUREAU OF WATER STANDARDS AND FACILITY REGULATION SOURCES OF WASTEWATER MODULE 3 Before completing this form, read the step-by-step Instructions provided in Appendix 1.

APPLCANT 14AE'.' Exelon Generation Company, LLC bUFL:UBIR1 Oil

1. Process Wastewater
a. Describe process and type of wastewater.

N/A

b. Production Rate.

Referring to the instructions in Appendix 1 for this question, complete a Module 15, Production Rate, for each process subject to an effluent limitation listed in 40 CFR Subchapter N (Parts 400-471). Indicate the number of completed Module 15s attached to this application. N/A

c. Discharge Occurs. _ hrs/day;_ days/wk; _. days/yr; _ months/yr.

During which months?

Report the discharge rate as:

The maximum daily discharge rate. MGD The monthly average discharge rate. MGD The long-term average discharge rate. MGD For batch discharges report:

Number of decant cycles. Cycles/day Length of each decant cycle. MIN.

Average decant discharge rate. GPM

2. All Other Wastewater Contributing to this Outfall
a. Describe the wastewater.

NCCW

b. Source(s). Schuylkill River Intake Structure screen backwash, pipe leakage, pump cooling water, and air compressor condensate
c. Discharge Occurs. 24 hrs/day; Z days/wk; 365 days/yr; 12 months/yr.

During which months? All Report the discharge rate as:

The maximum daily discharge rate. 0.2 MGD The monthly average discharge rate. 0.2 MGD The long-term average discharge rate. 0.2 MGD For batch discharges report:

Number of decant cycles. Cycles/day Length of each decant cycle. MIN.

Average decant discharge rate. GPM 3800-PM-WSFROO08f Rev. 312006 Applicant Name: Exelon Generation Company, LLC Module 3 Outfall: 011

3. Total Process, Miscellaneous Noncontact Cooling, and Sanitary Wastewater
a. Source(s). Schuylkill River Intake Structure screen backwash, pipe leakage, pump cooling water, and compressor condensate
b. Discharge Occurs. 24 hrs/day; Z days/wk; 365 days/yr; 1.2 months/yr.

During which months? All Report the discharge rate as:

The maximum daily discharge rate. 0.2 MGD The monthly average discharge rate. 0.2 MGD The long-term averacqe discharge rate. 0.2 MGD

4. Stormwater Complete Module 12 or Module 14 for the stormwater contribution.

0 3800-PM-WSFROO08f Rev. 312006 Applicant Name: Exelon Generation Company, LLC My3 outfall: 012 pennsyvania S COMMONWEALTH DEPARTMENT OF PENNSYLVANIA OF ENVIRONMENTAL PROTECTION OE

  • OFa.VtlONMENTA*orEcTIOM BUREAU OF WATER STANDARDS AND FACILITY REGULATION SOURCES OF WASTEWATER MODULE 3 Before completing this form, read the step-by-step instructions provided In Appendix 1.

iAPPUCA*tNAME! Exelon Generation Company, LLC

1. Process Wastewater
a. Describe process and type of wastewater.

N/A

b. Production Rate.

Referring to the instructions in Appendix 1 for this question, complete a Module 15, Production Rate, for each process subject to an effluent limitation listed in 40 CFR Subchapter N (Parts 400-471). Indicate the number of completed Module 15s attached to this application. N/A

c. Discharge Occurs. __ hrs/day; _ days/wk; _ days/yr;_ months/yr.

During which months?

Report the discharge rate as:

The maximum daily discharge rate. MGD The monthly average discharge rate. MGD The long-term averaae discharge rate. MGD For batch discharges report:

Number of decant cycles. Cycles/day Length of each decant cycle. MIN.

Average decant discharge rate. GPM

2. All Other Wastewater Contributing to this Outfall
a. Describe the wastewater.

NCCW

b. Source(s). Excess water from the dredging operation of the Schuylkill River at the Intake Pumphouse and Discharge Diffuser areas
c. Discharge Occurs. 12 hrs/day; 1 days/wk; 1 days/yr; 1 months/yr.

During which months? Any month when dredging required Report the discharge rate as:

The maximum daily discharge rate. 0.01 MGD The monthly average discharge rate. <0.01 MGD The long-term averaqe discharge rate. <0.01 MGD For batch discharges report:

Number of decant cycles. _ Cycles/day Length of each decant cycle. MIN.

Average decant discharge rate. GPM 3800-PM-WSFROOO8f Rev. 3/2006 Applicant Name: Exelon Generation Company, LLC Module 3 Outfalh: 012

3. Total Process, Miscellaneous Noncontact Cooling, and Sanitary Wastewater
a. Source(s). Excess water from the dredging operation of the Schuylkill River at the Intake Pumphouse a.

Discharge Diffuser areas

b. Discharge Occurs. 12 hrs/day; 1 days/wk; 1 days/yr; 1 months/yr.

During which months? Any month when dredging required Report the discharge rate as:

The maximum daily discharge rate. 0.01 MGD The monthly average discharge rate. <0.01 MGD The long-term average discharge rate. <0.01 MGD

4. Stormwater Complete Module 12 or Module 14 for the stormwater contribution.

)

~ I 3800-PM-WSFROO08f Rev. 3/2006 Applicant Name: Exelon Generation Company, LLC M 3 Outfal: 020

,.n'nnsytvlna COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION BUREAU OF WATER DEPARTMENTOFENVIRONMENTALPROTECTIOM STANDARDS AND FACILITY REGULATION SOURCES OF WASTEWATER MODULE 3 Before completing this form, read the step-by-step instructions provided in Appendix 1.

APP*ICANT, NAME] Exelon Generation Company, LLC OUTFALLNUMBER 020

1. Process Wastewater
a. Describe process and type of wastewater.

N/A

b. Production Rate.

Referring to the instructions in Appendix 1 for this question, complete a Module 15, Production Rate, for each process subject to an effluent limitation listed in 40 CFR Subchapter N (Parts 400-471). Indicate the number of completed Module 15s attached to this application. N/A

c. Discharge Occurs. _ hrs/day; _ days/wk; _ days/yr; _ months/yr.

During which months?

Report the discharge rate as:

The maximum daily discharge rate. MGD The monthly average discharge rate. MGD The long-term averaqe discharge rate. MGD For batch discharges report:

Number of decant cycles. Cycles/day Length of each decant cycle. MIN.

Average decant discharge rate. GPM

2. All Other Wastewater Contributing to this Outfall
a. Describe the wastewater.

NCCW

b. Source(s). Drainage of Perkiomen Creek water from The Perkiomen Storage Tank
c. Discharge Occurs. 6 hrs/day; I days/wk; 1 days/yr; 1 months/yr.

During which months? Any month when tank maintenance required Report the discharge rate as:

The maximum daily discharge rate. 1.5 MGD The monthly average discharge rate. <0.1 MGD The long-term average discharge rate. <0.1 MGD For batch discharges report:

Number of decant cycles. Cycles/day Length of each decant cycle. MIN.

Average decant discharge rate. GPM 3800-PM-WSFR0008f Rev. 3/2006 Applicant Name: Exelon Generation Company, LLC Module 3 Outfall 020

3. Total Process, Miscellaneous Noncontact Cooling, and Sanitary Wastewater
a. Source(s). Drainage of Perkiomen Creek water from The Perkiomen Storage Tank
b. Discharge Occurs. 6 hrs/day; 1 days/wk; 1 days/yr; 12 months/yr.

During which months? Any month when tank maintenance required Report the discharge rate as:

The maximum daily discharge rate. 1.5 MGD The monthly average discharge rate. <0.1 MGD The long-term averane discharge rate. <0.1 MGD

4. Stormwater Complete Module 12 or Module 14 for the stormwater contribution.

0 A

3800-PM-WSFR0008f Rev. 3/2006 Applicant Name: Exelon Generation Company, LLC Outfall: 023 pennsylva nia COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION "DEPARENTOFMPONMENTROTE0CflON BUREAU OF WATER STANDARDS AND FACILITY REGULATION SOURCES OF WASTEWATER MODULE 3 Before completing this form, read the step-by-step Instructions provided In Appendix 1.

APPUCA NTAME Exelon Generation Company, LLC OUTFALL NUMBER 023

1. Process Wastewater
a. Describe process and type of wastewater.

N/A

b. Production Rate.

Referring to the instructions in Appendix 1 for this question, complete a Module 15, Production Rate, for each process subject to an effluent limitation listed in 40 CFR Subchapter N (Parts 400-471). Indicate the number of completed Module 15s attached to this application. N/A

c. Discharge Occurs. _ hrs/day; _ days/wk; _ days/yr; _ months/yr.

During which months?

Report the discharge rate as:

The maximum daily discharge rate. MGD The monthly average discharge rate. MGD V The long-term averaqe discharge rate. MGD For batch discharges report:

Number of decant cycles. Cycles/day Length of each decant cycle. MIN.

Average decant discharge rate. GPM

2. All Other Wastewater Contributing to this Outfall
a. Describe the wastewater.

NCCW

b. Source(s). Cooling towers' emergency overflow vent
c. Discharge Occurs. 6 hrs/day; 1 days/wk; 2 days/yr; 2 months/yr.

During which months? Any month when overflow occurs Report the discharge rate as:

The maximum daily discharge rate. 0.1 MGD The monthly average discharge rate. <0.1 MGD The long-term average discharge rate. <0.1 MGD For batch discharges report:

Number of decant cycles. _ Cycles/day Length of each decant cycle. MIN.

Average decant discharge rate. GPM 3800-PM-WSFROO08f Rev. 3/2006 Applicant Name: Exelon Generation Company, LLC Module 3 Outfall: 023

3. Total Process, Miscellaneous Noncontact Cooling, and Sanitary Wastewater
a. Source(s). Cooling towers' emergency overflow vent
b. Discharge Occurs. 6 hrs/day; 1 days/wk; 2 days/yr; 2 months/yr.

During which months? Any month when overflow occurs Report the discharge rate as:

The maximum daily discharge rate. 0.1 MGD The monthly average discharge rate. <0.1 MGD The long-term average discharge rate. <0.1 MGD

4. Stormwater Complete Module 12 or Module 14 for the stormwater contribution.

380O-PM-VL.41 089 Rev. 3/2006 0A ppllcant Name: Exelon Generation C*.*pany, LLC Module 4 COMMONWEALTH OF PENNSYLVANIA SDEPARTMENT O ENVIRONMENTAL PROTECTION DEPARTMENT OF ENVIRONMENTAL PROTECTION BUREAU OF WATER STANDARDS AND FACILITY REGULATION ANALYSIS RESULTS TABLE POLLUTANT GROUP 1 MODULE 4 Before completing this form, read the step-by-step instructions provided in Appendix 1.

APPICANT NIAME. Exelon Generation Company, LLC C] Outfall Number _ (Show location of sampling point on Line Drawing)

ED Intake Sampling Results - Optional (Specify Source: Schuylkill River)

El Background Sampling Results - Optional (Specify Location of Sample: J El Treatment Facility Influent Sampling Results (Show location of sampling point on Line Drawing)

El New Discharge (Basis for Information: . )

El 'Bypass or Sewer System Overflow (Describe: )

1. LEVEL PRESENT 2. UNITS 3.

Coefficient POLLUTANT GROUP 1 a. Maximum Daily Value b. Average of Analysis of Effluent

c. No. of a. Variability

()l Concentration (2) Mass (11Concentration (2) Mass Analysis Concentration b. Mass (CV)

Biochemical Oxygen Demand, BOD ND (2) 0 1 mg/I #/day Chemical Oxygen Demand, COD ND (25) No 1 mg/I #/day Hardness (CaCO3) 132 B18 1 mg/I #/day Total Suspended Solids, TSS 4 107 1 mg/I #/day Total Dissolved Solids, TDS 403 260.1 121969 19 mg/i #/day Ammonia as N ND (0.1) 1 mg/I #/day Nitrate-Nitrite (as N) 2.85 1 1 mg/I #/day Total Kjeldahl Nitrogen (TKN) ND (5) 1 mg/I #/day Phosphorus (as P), Total 0.08 1 mg/I #/day Temperature winter Value Value C N/A Temperature summer 66.6 Value Value 1 C N/A H Min. 7.43 Max. 7.43 1 FStandard units Standard units 1.a. Maximum Daily Value - Report the hlihest daily value or daily average value from the last year of data. Report both mass and concentration.

1ob. Average of Analysis - The average of all values within the last year and report both the mass and concentration.

1.c. A minimum of 3 Sampling Events required for process wastewater discharges, and a minimum of 1 Sampling Event for all other discharges, treatment facility influent, intake water and background.

0

3800-PM-WS1i0008g Rev. 3/2006 Applicant Name: Exelon Generation Clany, LLC Module 4

3. Level Present
2. EPA 5. Coefficient POLLUTANT GROUP 1 1. MDL Method a. Max Daily Value b. Average of Analysis c. 4. Units of Effluent Believed Used* Number Number of Variability Absent (pg/L) Used Concentration Mass Concentration Mass Analysis Concentration Mass (CV)

Color El 5000 SM 2120B 20 10 1 Pt/Co #Iday Fecal Coliform El 1 SM 9222D 250 1 1 /100ml #/day Fluoride 500 300.0 ND (0.5) 1 mg/I #/day Oil and Grease [] 5000 1664 ND (5) 1 mg/I #Iday Bromide E] 1000 300.0 SM ND (1)  ! 1 mg/I #/day Chlorine, Total Residual El 50 4500CL-G 0.11 1 mg/I #/day Sulfate 2000 300.0 29 1 1 mg/I #/day Sulfide 2000 SM4500S ND (2) 1 mg/I #/day El ~~~2F ______

Sulfite 2000 SM4500S ND (2) N1 mg/I #/day 03B Surfactants LI 50 SM S540C 0.061 k-1 mg/I #/day Aluminum, Total El 20 200.7 0.12 W60 1 mg/I #/day Barium, Total El 5 200.7 0.037 I1 mg/I #/day Boron, Total El 100 200.7 ND (0.1) 8 1 mg/I #/day Cobalt, Total [1 5 200.7 ND (0.005) " 1 mg/I #/day Iron, Total El 20 200.7 0.21 9-84 1 mg/I #/day Iron, Dissolved E] 20 200.7 0.05 0 1 mg/I #/day Manganese, Total El 5 200.7 0.068 3 1 mg/I #/day Radioactivity (Total Alpha and Beta) El #

Total Organic Carbon, TOC El 500 SM5310 C 2.1 1 mg/I #/day Radium, Total l#

Magnesium El 500 200.7 9.7 M 1 mg/I #Iday Molybdenum El 10 200.7 ND (0.01) 1 mg/I #/day Tin, Total El 100 200.7 ND (0.1) 1 mg/I #/day Titanium, Total El 10 200.7 ND (0.01) 1 mg/I #/day

3. If other data is available (i.e., DMR data, etc.), the past year of data may be used to determine 3a, 3b, 3c, and 5.

3.a. Maximum Daily Value - Report the highest daily value or daily average value from the last year of data. Report both mass and concentration.

3.b. Average of Analysis - Determine the average of all samples taken within the past year. Report both mass and concentration.

3.c. A minimum of 3 Sampling Events required for process wastewater discharges, and a minimum of 1 Sampling Event for all other discharges, treatment facility influent, intake water and background.

38oo-PrVIW& 4008g Rev. W/2006 Applicant Name: Exelon Generation Cpay LLC Module 4 It is in the applicant's interest to achieve the lowest level of detection possible. This will minimize uncertainty and therefore the need for additional analysis or potential for establishing a large number of effluent limits and/or monitoring requirements in the final NPDES permit.

  1. Parameter not measured Mass calculated as Concentration (mg/I) x 56.19 MGD (maximum daily) x 8.3453 lb/gal Sample collected on 05/06/2010.

3800-PM-Module 4

.... Rev. 3/2006 U Applicant Name: Exelon Generation C - IC

.o, pennsytvania COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION DEPARTMENTOF ENVIRONMENTAL PROTCTION BUREAU OF WATER STANDARDS AND FACILITY REGULATION ANALYSIS RESULTS TABLE POLLUTANT GROUP 1 MODULE 4 Before completing this form, read the step-by-step Instructions provided in Appendix 1.

APPUCANT NAME I Exelon Generation Co LLC El Outfall Number__ (Show location of sampling point on Line Drawing)

ED Intake Sampling Results - Optional (Specify Source: Perkiomen Creek)

El Background Sampling Results - Optional (Specify Location of Sample: .

El Treatment Facility Influent Sampling Results (Show location of sampling point on Line Drawing)

El New Discharge (Basis for Information: . .)

El Bypass or Sewer System Overflow (Describe: . .)

1. LEVEL PRESENT 2. UNITS 3..

Coefficient POLLUTANT GROUP 1 a. Maximum Daily Value b. Average of Analysis of Effluent

c. No. of a. Variability (1) Concentration (2) Mass (1) Concentration (2) Mass Analysis Concentration b. Mass (CV)

Biochemical Oxygen Demand, BOD ND (2) 1 mg/I #/day Chemical Oxygen Demand, COD 26 9 1 mg/I #/day Hardness (CaCO3 ) 92 3 1 mg/I #/day Total Suspended Solids, TSS 6 21 mg/I #/day Total Dissolved Solids, TDS 141 4 1 mg/I #/day Ammonia as N ND (0.1) 1 mg/I #/day Nitrate-Nitrite (as N) 1.38 1 mg/i #/day Total Kjeldahl Nitrogen (TKN) ND (5) 1 mg/I #/day Phosphorus (as P), Total 0.22 1 mg/I #/day Temperature winter Value Value "F N/A Temperature summer 70.88 Value Value 1 -F N/A pH Min. Max. 7.15 1 Standard units Standard units 1.a. Maximum Daily Value - Report the hlahest daily value or daily average value from the last year of data. Report both mass and concentration.

lb. Average of Analysis - The average of all values within the last year and report both the mass and concentration.

1.c. A minimum of 3 Sampling Events required for process wastewater discharges, and a minimum of 1 Sampling Event for all other discharges, treatment facility influent, intake water and background.

© @

300-PM-W*1 0008g Rev. 3/2006 Applicant Name: Exelon Generation C Module 4

3. Level Present
2. EPA 5. Coefficient POLLUTANT GROUP 1 1.MDL Method a. Max Daily Value b. Average of Analysis c. 4. Units of Effluent Believed Used* Number Number of Variability Absent (pg/L) Used Concentration Mass Concentration Mass Analysis Concentration Mass (CV)

Color [] 60 SM 2120B 20 1 Pt/Co #/day Fecal Coliform [] 1 SM 9222D 110 1 /100ml #Iday Fluoride El 500 300.0 ND (0.5) 1 mg/I #/day Oil and Grease El 5000 1664 ND (5) U 1 mg/I #/day Bromide El 1000 300.0 SM ND (1) 1 mg/I #/day Chlorine, Total Residual El 20 4500CL-G .02 1 mg/I #/day Sulfate El 1000 300.0 16 1 mg/I #/day Sulfide El 2000 SM4500S ND (2) U 1 mg/I #/day Sulfite 20 SM4500S ND (2) 1 mg/i #Iday Surfactants El 50 SM S540C 0.091 1 mg/I #/day Aluminum, Total El 20 200.7 0.17 w1 mg/I #/day Barium, Total El 5 200.7 0.041 1 1 mg/I #/day Boron, Total E] 100 200.7 ND (0.1) N 1 mg/I #/day Cobalt, Total E] 5 200.7 ND (0.005) N 1 mg/I #/day Iron, Total El 20 200.7 0.26 p 1 mg/I #/day Iron, Dissolved El 20 200.7 0.10 w 1 mg/I #/day Manganese, Total El 5 200.7 0.069 g 1 mg/l #/day Radioactivity (Total Alpha and Beta) E_ #

Total Organic Carbon, TOC El 500 SM5310 C 4.5 1 mg/I #/day Radium, Total E#

Magnesium El 500 200.7 7.2 4R4 1 mg/I #/day Molybdenum El 10 200.7 ND (0.01) I 1 mg/I #/day Tin, Total El 100 200.7 ND (0.1) U 1 mg/I #/day Titanium, Total El 10 200.7 ND (0.01) 1 mg/I #/day

3. If other data is available (i.e., DMR data, etc.), the past year of data may be used to determine 3a, 3b, 3c, and 5.

3.a. Maximum Daily Value - Report the highest daily value or daily average value from the last year of data. Report both mass and concentration.

3.b. Average of Analysis - Determine the average of all samples taken within the past year. Report both mass and concentration.

3.c. A minimum of 3 Sampling Events required for process wastewater discharges, and a minimum of 1 Sampling Event for all other discharges, treatment facility influent, intake water and background.

3800-PM . .1008g Rev. 3/2006 Applicant Name: Exelon Generation C C Module 4 It is in the applicants interest to achieve the lowest level of detection possible. This will minimize uncertainty and therefore the need for additional analysis or potential for establishing a large number of effluent limits and/or monitoring requirements in the final NPDES permit.

  1. Parameter not measured Mass calculated as Concentration (mg/I) x 42.0 MGD (maximum daily) x 8.3453 lb/gal Sample collected on 05/06/2010.

3800-PM-Wb;-i0008g Rev. 3/2006 Applicant Name: Exelon Generation Cý.4any, LLCExelon Generation Company LLC Module 4 LMopennsylvania COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION DEPARTMENTOFENVIRONMENTAL PROTECTION BUREAU OF WATER STANDARDS AND FACILITY REGULATION ANALYSIS RESULTS TABLE POLLUTANT GROUP 1 MODULE 4 Before completing this form, read the step-by-step instructions provided in Appendix 1.

APPUCANTNAME Exelon Generation Company, LLC 0 Ouffall Number 00.. (Show location of sampling point on Line Drawing)

El Intake Sampling Results - Optional (Specify Source: )

C] Background Sampling Results - Optional (Specify Location of Sample:

El Treatment Facility Influent Sampling Results (Show location of sampling point on Line Drawing)

El New Discharge (Basis for Information: J El Bypass or Sewer System Overflow (Describe: J)

1. LEVEL PRESENT 2. UNITS 3.

Coefficient POLLUTANT GROUP 1 a. Maximum Daily Value b. Average of Analysis of Effluent

c. No. of a. Variability

,,,_ (1) Concentration (2) Mass (1) Concentration (2) Mass Analysis Concentration b. Mass (CV)

Biochemical Oxygen Demand, BOD 3.00 355 1.00 118 3 mg/i #/day Chemical Oxygen Demand, COD 88 10421 59.7 7066 3 mg/I #/day Hardness (CaCO3) 940 111315 852 100894 3 mg/I #/day Total Suspended Solids, TSS 56 6632 41.3 4895 3 mg/I #/day Total Dissolved Solids, TDS 2419 286458 1346 159451 43 mg/I #/day Ammonia as N 0.1 11.8 0.03 3.95 3 mg/i #/day Nitrate-Nitrite (as N) 18.8 2226 16.9 2001 3 mg/I #/day Total Kjeldahl Nitrogen (TKN) NO (5) ND ND (5) ND 3 mg/I #/day Phosphorus (as P), Total 1.51 179 1.36 161 3 mg/I #/day Temperature winter 73.90 Value 62.36 Value 6 OF N/A Temperature summer 89.10 Value 83.93 Value 3 OF N/A PH Min. 8.07 Max. 8.64 N 17 Standard units Standard units 1,a. Maximum Daily Value - Report the highest daily value or daily average value from the last year of data. Report both mass and concentration.

1,b. Average of Analysis - The average of all values within the last year and report both the mass and concentration.

1'c. A minimum of 3 Sampling Events required for process wastewater discharges, and a minimum of 1 Sampling Event for all other discharges, treatment facility influent, intake water and background.

3800-PM-WSFR0008g Rev. 312006 Applicant Name: Exelon Generation Company, LLCExelon Generation Company LLC Module 4

3. Level Present
2. EPA 5. Coefficient POLLUTANT GROUP 1 1. MDL Method a. Max Daily Value b. Average of Analysis c. 4. Units of Effluent Believed Used* Number Number of Variability Absent (pg/L) Used Concentration Mass Concentration Mass Analysis Concentration Mass (CV)

Color 60 SM 2120B 40 4737 33.3 3947 3 Pt/Co #/day Fecal Coliform 1 SM 9222D 350 41447 243 28815 3 /100mi #Iday Fluoride 500 300.0 0.6 71.1 0.57 67.1 3 mg/I #Iday Oil and Grease 5000 1664 ND (5) ND ND (5) ND 3 mg/I #/day Bromide 1000 300.0 4 474 4 474 3 mg/I #/day Chlorine, Total Residual 20 SM 0.19 01 22.5 25 0.15 01 18.2 823m/ 3 mg/I #day Ia

______ ________4500CL-G Sulfate E 1000 300.0 700 82894 607 71841 3 mg/I #/day Sulfide Sufd L] 00 2000 SM4500S SM2F0 ND (2) ND ND (2) ND 3 mg/I #/day SM4500S Sulfite 2000 S0B ND (2) ND ND (2) ND 3 mg/I #/day Surfactants [] 50 SM S540C 0.154 18.2 .11 12.8 3 mg/I #/day Aluminum, Total 20 200.7 M 143 0.70 82.5 3 mg/I #/day Barium, Total El 5 200.7 .272 32.2 0.26 30.3 3 mg/I #/day Boron, Total 1] 100 200.7 0.3 35.5 .27 31.6 3 mg/I #/day Cobalt, Total E] 5 200.7 ND (0.005) ND ND (0.005) ND 3 mg/I #/day Iron, Total E] 20 200.7 2.38 282 1.67 198 3 mg/I #/day Iron, Dissolved Q 20 200.7 0.12 14.2 0.11 12.6 3 mg/I f/day Manganese, Total 5 200.7 0.39 5 0.25 29 3 mg/I #/day Radioactivity (Total Alpha and Beta) []

Total Organic Carbon, TOC 500 SM5310 C 11.4 1350 9.2 1089 3 mg/I #/day Radium, Total E Magnesium El 500 200.7 76.7 9083 68.9 8167 3 mg/I #/day Molybdenum fl 10 200.7 0.02 2.37 0.013 1.58 3 mg/I #/day Tin, Total 100 200.7 ND (0.1) ND ND (0.1) ND 3 mg/i #/day Titanium, Total 10 200.7 0.02 2.37 0.007 0.79 3 mg/I #/day I

3. If other data is available (i.e., DMR data, etc.), the past year of data may be used to determine 3a, 3b, 3c, and 5.

3.a. Maximum Daily Value - Report the highest daily value or daily average value from the last year of data. Report both mass and concentration.

3.b. Average of Analysis - Determine the average of all samples taken within the past year. Report both mass and concentration.

3.c. A minimum of 3 Sampling Events required for process wastewater discharges, and a minimum of 1 Sampling Event for all other discharges, treatment facility influent, intake water and background.

3800-P2M- 40008g Rev. 3/2006 Applicant Name: Exelon Generation C any LLCExelon Generation Company LLC Module 4 It is in the applicant's interest to achieve the lowest level of detection possible. This will minimize uncertainty and therefore the need for additional analysis or potential for establishing a large number of effluent limits and/or monitoring requirements in the final NPDES permit.

  1. Monitored and reported separately under NRC rules.

Mass calculated as Concentration (mg/i) x 14.19 MGD x 8.3453 lb/gal Samples collected on 05/06/2010, 05/27/2010, and 06/15/2010 3800-PM-W-, -(Wfth Rev. 3/2006

()0 Applicant Name: Exelon Generation CIEpany, LLC Module 5 COMMONWEALTH OF PENNSYLVANIA Spennsylvania DEPARTMENT OF ENVIRONMENTAL PROTECTION BUREAU OF WATER STANDARDS AND FACILITY REGULATION DEPARTMENTOF ENVIRONMENTAL PROTECTION ANALYSIS RESULTS TABLE POLLUTANT GROUP 2 MODULE 5 Before completing this form, read the step-by-step instructions provided in Appendix 1.

APPULCANT NAME Exelon Generation Company, LLC I] Outfall Number - (Show location of sampling point on Line Drawing)

[ Intake Sampling Results - Optional (Specify Source: Schuylkill River)

El Background Sampling Results - Optional (Specify Location: .)

C3 Treatment Facility Influent Sampling Results (Show location of sampling point on Line Drawing)

[] New Discharge (Basis for Information: *. _

E] Bypass or Sewer System Overflow(Describe: . _)

3. Level Present POLLUTANT GROUP 2 2.EPA 5. Coefficient
1. MDL Method a. Max Daily Value b. Average of Analysis c. 4. Units of Effluent Metals Used* Number Number of Variability (pg/L) Used Concentration Mass Concentration Mass Analysis Concentration Mass (CV) 1M Antimony, Total 5 200.8 ND (0.005) ND 1 mg/I #/day 2M Arsenic, Total 1 200.8 ND (0.001) ND 1 mg/I #/day 3M Beryllium, Total 5 200.7 ND (0.005) ND 1 mg/I #/day 4M Cadmium, Total 5 200.7 ND (0.005) ND 1 mg/I #/day 5M Chromium Il 5 200.7 ND (0.005) ND 1 mg/I #/day 5M Chromium VI 10 SM3500C R-B ND (0.01) ND 1 mg/I #/day 6M Copper, Total 10 200.7 ND (0.01) ND 1 mg/I #/day 7M Lead, Total 10 200.9 ND (0.01) ND 1 mg/I #/day 8M Mercury, Total 0.2 245.1 ND (0.0002) ND 1 mg/I #/day 9M Nickel, Total 5 200.7 ND (0.005) ND 1 mg/I #/day 10M Selenium, Total 2 200.8 ND (0.002) ND 1 mg/I #/day 11M Silver, Total 5 200.7 ND (0.005) ND 1 mg/i #/day
3. If other data is available (i.e., DMR data, etc.), the past year of data may be used to determine 3a, 3b, 3c, and 5.

3.a. Maximum Daily Value - Report the highest daily value or daily average value from the last year of data. Report both mass and concentration.

3.b. Average of Analysis - Determine the average of all samples taken within the past year. Report both mass and concentration.

3.c. A minimum of 3 Sampling Events required for process wastewater discharges, and a minimum of 1 Sampling Event for all other discharges, treatment facility influent, intake water and background.

It is in the applicant's interest to achieve the lowest level of detection possible. This will minimize uncertainty and therefore the need for additional analysis or potential for establishing a large number of effluent limits and/or monitoring requirements in the final NPDES permit.

0 3800-PM-WSFROO08h Rev. 3/2006 Applicant Name: Exelon Generation Company, LLC Module 5 POLLUTANT GROUP 2 3 Level PresentCoefficient

1. MDL 2. EPA a. Max Daily Value b. Average of Analysis c. 4. Units of Effluent Metals Used* Method Number of Variability (pgIL) Number Used Concentration Mass Concentration Mass Analysis Concentration Mass (CV) 12M Thallium, Total 1 200.8 ND (0.001) ND 1 mg/I #/day 13M Zinc, Total 5 200.7 0.009 4.22 1 mg/I #/day 14M Cyanide, Total 4 10204001X ND (0.004) ND 1 mgoI #/day 14M Cyanide, Free 4 DEP 1 ND (0.004) ND 1 mg/I #/day 15M Phenols, Total 10 420.4 0.01 4.69 1 mg/I #/day
3. If other data is available (i.e., DMR data, etc.), the past year of data may be used to determine 3a, 3b, 3c, and 5.

3.a. Maximum Daily Value - Report the highes daily value or daily average value from the last year of data. Report both mass and concentration.

3.b. Average of Analysis - Determine the average of all samples taken within the past year. Report both mass and concentration.

3.c. A minimum of 3 Sampling Events required for process wastewater discharges, and a minimum of 1 Sampling Event for all other discharges, treatment facility influent, intake water and background.

It is in the applicant's interest to achieve the lowest level of detection possible. This will minimize uncertainty and therefore the need for additional analysis or potential for establishing a large number of effluent limits and/or monitoring requirements in the final NPDES permit.

0 @

3800-PM-W,.-4008h Rev. 3/2006 0 Applicant Name: Exelon Generation .ipanty, LLC Module 5 COMMONWEALTH OF PENNSYLVANIA 0o1 pennsylvania DEPARTMENT OF ENVIRONMENTAL PROTECTION BUREAU OF WATER STANDARDS AND FACILITY REGULATION 0 EPARTMENT Of ENVIRONMENTAL PROTECTION ANALYSIS RESULTS TABLE POLLUTANT GROUP 2 MODULE 5 Before completing this form, read the step-by-step instructions provided in Appendix 1.

APPUCANT AE 'I Exelon Generation Companty, LLC El Ouffall Number - (Show location of sampling point on Line Drawing)

[ Intake Sampling Results - Optional (Specify Source: Perkiomen Creek)

El Background Sampling Results - Optional (Specify Location: . )

El Treatment Facility Influent Sampling Results (Show location of sampling point on Line Drawing)

El New Discharge (Basis for Information:w.

Cl Bypass or Sewer System Overflow (Describe: J_ _

3. Level Present POLLUTANT GROUP 2 2. EPA 5. Coefficient
1. MDL Method a. Max Daily Value b. Average of Analysis c. 4. Units of Effluent Metals Used* Number Number of Variability (pIg/L) Used Concentration Mass Concentration Mass Analysis Concentration Mass (CV) 1M Antimony, Total 5 200.8 ND (0.005) ND 1 mg/I #/day 2M Arsenic, Total 1 200.8 ND (0.001) ND 1 mg/I #/day 3M Beryllium, Total 5 200.7 ND (0.005) ND 1 mg/i #/day 4M Cadmium, Total 5 200.7 ND (0.005) ND 1 mg/I #/day 5M Chromium III 5 200.7 ND (0.005) ND 1 mg/l #/day 5M Chromium VI 10 SM350C mg/I #/day R-B ND (0.01) ND 6M Copper, Total 10 200.7 ND (0.01) ND 1 mg/I #/day 7M Lead, Total 10 200.9 ND (0.01) ND 1 mg/I #/day 8M Mercury, Total 0.2 245.1 ND (0.0002) ND 1 mg/I #/day 9M Nickel, Total 5 200.7 ND (0.005) ND 1 mg/I #/day 10M Selenium, Total 2 200.8 ND (0.002) ND 1 mg/I #/day 11M Silver, Total 5 200.7 ND (0.005) ND 1 mg/I #/day
3. If other data is available (i.e., DMR data, etc.), the past year of data may be used to determine 3a, 3b, 3c, and 5..

3.a. Maximum Daily Value - Report the highest daily value or daily average value from the last year of data. Report both mass and concentration.

3.b. Average of Analysis - Determine the average of all samples taken within the past year. Report both mass and concentration.

3.c. A minimum of 3 Sampling Events required for process wastewater discharges, and a minimum of 1 Sampling Event for all other discharges, treatment facility influent, intake water and background.

It is in the applicants interest to achieve the lowest level of detection possible. This will minimize uncertainty and therefore the need for additional analysis or potential for establishing a large number of effluent limits and/or monitoring requirements in the final NPDES permit.

3800-PM-WSFROOO8h Rev. 3/2006 Applicant Name: Exelon Generation Companty, LLC Module 5 POLLUTANT GROUP 2 3. Level PresentCoefficient

1. MDL 2. EPA a. Max Daily Value b. Average of Analysis c. 4. Units of Effluent Metals Used* Method Number of Variability (pg/L) Number Used Concentration Mass Concentration Mass Analysis Concentration Mass (CV) 12M Thallium, Total 1 200.8 ND (0.001) ND 1 mg/I #/day 13M Zinc, Total 5 200.7 0.006 2.10 1 mg/I #Iday 14M Cyanide, Total 4 10204001X ND (0.004) ND 1 mg/I #/day 14M Cyanide, Free 4 DEP 1 ND (0.004) ND 1 mg/I #Iday 15M Phenols, Total 10 420.4 ND (0.01) ND 1 mg/I #Iday
3. If other data is available (i.e., DMR data, etc.), the past year of data may be used to determine 3a, 3b, 3c, and 5.

3.a. Maximum Daily Value - Report the highes daily value or daily average value from the last year of data. Report both mass and concentration.

3.b. Average of Analysis - Determine the average of all samples taken within the past year. Report both mass and concentration.

3.c. A minimum of 3 Sampling Events required for process wastewater discharges, and a minimum of 1 Sampling Event for all other discharges, treatment facility influent, intake water and background.

It is in the applicant's interest to achieve the lowest level of detection possible. This will minimize uncertainty and therefore the need for additional analysis or potential for establishing a large number of effluent limits and/or monitoring requirements in the final NPDES permit.

3800-PM-!! A h Rev. 3/2006 P Applicant Name: Exelon Generation f-atpany, LLC Module 5 pennsylvania COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION DEPARTIMENT OF ENVIRONMENTAL PROTECTION BUREAU OF WATER STANDARDS AND FACILITY REGULATION ANALYSIS RESULTS TABLE POLLUTANT GROUP 2 MODULE 5 Before completing this form, read the step-by-step instructions provided in Appendix 1.

APPUCANT NAME Exelon Generation Company, LLC 0 Outfall Number 001 (Show location of sampling point on Line Drawing)

El Intake Sampling Results - Optional (Specify Source: .J El Background Sampling Results - Optional (Specify Location: .)

0l Treatment Facility Influent Sampling Results (Show location of sampling point on Line Drawing)

El New Discharge (Basis for Information: .j El Bypass or Sewer System Overflow (Describe: .)

__________________3. Level Present POLLUTANT GROUP 2 2. EPA 5. Coefficient

1. MDL Method a. Max Daily Value b. Average of Analysis c. 4. Units of Effluent Metals Used* Number Number of Variability (ljg/L) Used Concentration Mass Concentration Mass Analysis Concentration Mass (CV) 1M Antimony, Total 5 200.8 ND (0.005) ND ND (0.005) ND 3 mg/i #/day 2M Arsenic, Total 1 200.8 0.005 0.592 0.003 0.395 3 mg/I #/day 3M Beryllium, Total 5 200.7 NO (0.005) ND ND (0.005) ND 3 mg/I #/day 4M Cadmium, Total 5 200.7 ND (0.005) ND ND (0.005) ND 53 mg/I #/day 5M Chromium il1 5 200.7 0.005 0.592 0.002 0.197 3 mg/I #/day SM V Cromum 10 SM3500C 5M Chromium VI 10 R-B ND (0.01) ND ND (0.01) ND 3 mg/I #/day 6M Copper, Total 10 200.7 0.026 3.08 0.018 2.17 3 mg/I #/day 7M Lead, Total 10 200.9 0.01 1.18 0.003 0.395 3 mg/I #/day 8M Mercury, Total 0.2 245.1 ND (0.0002) ND ND (0.0002) ND 3 mg/I #/day 9M Nickel, Total 5 200.7 0.02 2.37 0.014 1.66 3 mg/I #/day 1OM Selenium, Total 2 200.8 0.003 0.355 0.001 0.118 3 mg/I #/day 11M Silver, Total 5 200.7 0.006 0.711 0.002 0.237 3 mg/I #/day
3. If other data is available (i.e., DMR data, etc.), the past year of data may be used to determine 3a, 3b, 3c, and 5.

3.a. Maximum Daily Value - Report the highest daily value or daily average value from the last year of data. Report both mass and concentration.

3.b. Average of Analysis - Determine the average of all samples taken within the past year. Report both mass and concentration.

3.c. A minimum of 3 Sampling Events required for process wastewater discharges, and a minimum of 1 Sampling Event for all other discharges, treatment facility influent, intake water and background.

It is in the applicant's interest to achieve the lowest level of detection possible. This will minimize uncertainty and therefore the need for additional analysis or potential for establishing a large number of effluent limits and/or monitoring requirements in the final NPDES permit.

3800-PM-WSFR0008h Rev. 3/2006 Applicant Name: Exelon Generation Company, LLC Module 5 POLLUTANT GROUP 2 3. Level Present 5. Coefficient

1. MDL 2. EPA a. Max Daily Value b. Average of Analysis c. 4. Units of Effluent Metals Used* Method Number of Variability (pJg/L) Number Used Concentration Mass Concentration Mass Analysis Concentration Mass (CV) 12M Thallium, Total 1 200.8 ND (0.001) ND ND (0.001) ND 3 mg/i #/day 13M Zinc, Total 5 200.7 0.377 44.6 0.24 28.4 3 mg/I #/day 14M Cyanide, Total 4 10204001X 0.005 0.592 0.002 0.197 3 mg/I #/day 14M Cyanide, Free 4 DEP 1 ND (0.004) ND ND (0.004) ND 3 mg/I #/day 15M Phenols, Total 10 420.4 0.03 3.55 0.020 2.41 3 mg/I #iday
3. If other data is available (i.e., DMR data, etc.), the past year of data may be used to determine 3a, 3b, 3c, and 5.

3.a. Maximum Daily Value - Report the highest daily value or daily average value from the last year of data. Report both mass and concentration.

3.b. Average of Analysis - Determine the average of all samples taken within the past year. Report both mass and concentration.

3.c. A minimum of 3 Sampling Events required for process wastewater discharges, and a minimum of 1 Sampling Event for all other discharges, treatment facility influent, intake water and background.

It is in the applicant's interest to achieve the lowest level of detection possible. This will minimize uncertainty and therefore the need for additional analysis or potential for establishing a large number of effluent limits and/or monitoring requirements in the final NPDES permit.

3800-PM-W-c0008I Module 6 Rev. 4/2010 U0 Applicant Name: Exelon Generation C.itpany, LLC COMMONWEALTH OF PENNSYLVANIA Pd pennsytvania DEPARTMENT OF ENVIRONMENTAL PROTECTION BUREAU OF WATER STANDARDS AND FACILITY REGULATION DEPARThENTOF ENVIRONMENTAL PROTECTION ANALYSIS RESULTS TABLE POLLUTANT GROUP 3 MODULE 6 Before completing this form, read the step-by-step instructions provided in Appendix 1.

APPUCANT NAME I Exelon Generation Company, LLC El Outfall Number (Show location of sampling point on Line Drawing) 0 Intake Sampling Results - Optional (Specify Source: Schuylkill River)

El Background Sampling Results - Optional (Specify Location: J F- Treatment Facility Influent Sampling Results (Show location of sampling point on Line Drawing)

[I New Discharge (Basis for Information: __)

[] Bypass or Sewer System Overflow (Describe:

3. Level Present_____

POLLUTANT GR OUP 3 2. EPA 5. CoeffIcient

1. MDL Method a. Max Daily Value b. Average of Analysis c. 4. Units of Effluent Volatiles Used* Number Number of Variability (pg/L) Used Concentration Mass Concentration Mass Analysis Concentration Mass (CV) 1V Acrolein 10 624 ND (10) N 1 pg/I #/day 2V Acrylonitrile 10 624 ND (10) s1 pg/I #/day 3V Benzene 5 624 ND (5) 0 1 pg/I #/day 5V Bromoform 5 624 ND (5) 9 1 pg/I #/day 6V Carbon Tetrachloride 5 624 ND (5) 1 pg/I #/day 7V Chlorobenzene 5 624 ND (5) 4 1 pg/I #/day 8V Chlorodibromomethane 5 624 ND (5) B 1 pg/I #/day 9V Chloroethane 5 624 ND (5) N 1 pg/I #/day 10V 2-Chloroethylvinyl Ether 5 624 ND (5) 1 pg/i #/day
3. If other data is available (i.e., DMR data, etc.), the past year of data may be used to determine 3a, 3b, 3c, and 5.

3.a. Maximum Daily Value - Report the highest daily value or daily average value from the last year of data. Report both mass and concentration.

3.b. Average of Analysis - Determine the average of all samples taken within the past year. Report both mass and concentration.

3.c. A minimum of 3 Sampling Events required for process wastewater discharges, and a minimum of 1 Sampling Event for all other discharges, treatment facility influent, intake water and background.

It is in the applicant's interest to achieve the lowest level of detection possible. This will minimize uncertainty and therefore the need for additional analysis or potential for establishing a large number of effluent limits and/or monitoring requirements in the final NPDES permit.

0 3800-PM-WSFROO08i Rev. 4/2010 Applicant Name: Exelon Generation Company, LLC o

Module 6

__________________3. Level Present________

POLLUTANT GROUP 3 2. EPA 5. Coefficient

1. MDL Method a. Max Daily Value b. Average of Analysis c. 4. Units of Effluent Volatiles Used* Number Number of Variability (pg/L) Used Concentration Mass Concentration Mass Analysis Concentration Mass (CV) 11V Chloroform 5 624 ND (5) NP 1 pg/I #/day 12V Dichlorobromomethane 5 624 ND (5) N 1 fg/I #/day 14V 1,1-Dichloroethane 5 624 ND (5) N 1 pg/I #/day 15V 1,2-Dichloroethane 5 624 ND (5) p 1 pg/I #Iday 16V 1,1-Dichloroethylene 5 624 ND (5) N 1 .g/I #/day 17V 1,2 Dichloropropane 5 624 ND (5) N 1 pg/I #/day 18V 1, 3-Dichloropropylene 5 624 ND (5) Np 1 lag/I #/day 19V Ethylebenzene 5 624 ND (5) N 1 pg/I #/day 20V Methyl Bromide 5 624 ND (5) N 1 pg/I #/day 21V Methyl Chloride 5 624 ND (5) 1 pg/I #/day 22V Methylene Chloride 5 624 ND (5) Wo 1 pg/I #/day 23V 1,1,2,2-Tetrachloroethane 5 624 ND (5) NO 1 pgA #day 24V Tetrachloroethylene 5 624 ND (5) 9 1 pg/I #Iday 25V Toluene 5 624 ND (5) 1 pg/I #Iday 26V 1,2-Trans-dichloroethylene 5 624 ND (5) N 1 pg/I #/day 27V 1,1,1 -Trichloroethane 5 624 ND (5) N 1 pg/I #/day 28V 1,1,2-Trichloroethane 5 624 ND (5) OP 1 pg/I #/day 29V Trichloroethylene 5 624 ND (5) LQ 1 pg/I #/day 31V Vinyl Chloride 5 624 ND (5) ND 1 pg/I #/day
3. If other data is available (i.e., DMR data, etc.), the past year of data may be used to determine 3a, 3b, 3c, and 5.

3.a. Maximum Daily Value - Report the highest daily value or daily average value from the last year of data. Report both mass and concentration.

3.b. Average of Analysis - Determine the average of all samples taken within the past year. Report both mass and concentration.

3.c. A minimum of 3 Sampling Events required for process wastewater discharges, and a minimum of 1 Sampling Event for all other discharges, treatment facility influent, intake water and background.

It is in the applicants interest to achieve the lowest level of detection possible. This will minimize uncertainty and therefore the need for additional analysis or potential for establishing a large number of effluent limits and/or monitoring requirements in the final NPDES permit.

Il 3800-PM-W*;rt0008i Rev. 4/2010 (9 Applicant Name: Exelon Generation CZ 1,,y, LLC Module 6 COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION SDEPARTMENT OFENVIRONMENTAL PROTEC71ON BUREAU OF WATER STANDARDS AND FACILITY REGULATION ANALYSIS RESULTS TABLE POLLUTANT GROUP 3 MODULE 6 Before completing this form, read the step-by-step instructions provided in Appendix 1.

APPUCANT NAME Exelon Generation Company, LLC 0- Outfall Number (Show location of sampling point on Line Drawing) 0 Intake Sampling Results - Optional (Specify Source: Perkiomen)

E] Background Sampling Results - Optional (Specify Location: . )

[I Treatment Facility Influent Sampling Results (Show location of sampling point on line Drawing)

El New Discharge (Basis for Information: .. )

[I Bypass or Sewer System Overflow (Describe:

__________________3. Level Present______

POLLUTANT GROUP 3 2. EPA 5. Coefficient

1. MDL Method a. Max Daily Value b. Average of Analysis c. 4. Units of Effluent Volatiles Used* Number Number of Variability (pg/L) Used Concentration Mass Concentration Mass Analysis Concentration Mass (CV) 1V Acrolein 10 624 ND (10) " 1 pIg/I #/day 2V Acrylonitrile 10 624 ND (10) N 1 Ig/I #/day 3V Benzene 5 624 ND (5) M! 1 Pg/I #/day 5V Bromoform 5 624 ND (5) P 1 pg/I #/day 6V Carbon Tetrachloride 5 624 ND (5) 1 pg/I #/day 7V Chlorobenzene 5 624 ND (5) 1 pg/I #/day 8V Chlorodibromomethane 5 624 ND (5) 1 pg/I #/day 9V Chloroethane 5 624 ND (5) 1 pg/I #/day 10V 2-Chloroethylvinyl Ether 5 624 ND (5) 1 pg/I #/day
3. if other data is available (i.e., DMR data, etc.), the past year of data may be used to determine 3a, 3b, 3c, and 5.

3.a. Maximum Daily Value - Report the highes daily value or daily average value from the last year of data. Report both mass and concentration.

3.b. Average of Analysis - Determine the average of all samples taken within the past year. Report both mass and concentration.

3.c. A minimum of 3 Sampling Events required for process wastewater discharges, and a minimum of 1 Sampling Event for all other discharges, treatment facility influent, intake water and background.

It is in the applicant's interest to achieve the lowest level of detection possible. This will minimize uncertainty and therefore the need for additional analysis or potential for establishing a large number of effluent limits and/or monitoring requirements in the final NPDES permit.

3800-PM-WSFROO08i Rev. 4/2010 Applicant Name: Exelon Generation Company, LLC Module 6

3. Level Present POLLUTANT GROUP 3 2. EPA 5. Coefficient
1. MDL Method a. Max Daily Value b. Average of Analysis c. 4. Units of Effluent Volatiles Used* Number Number of Variability (pg/L) Used Concentration Mass Concentration Mass Analysis Concentration Mass (CV) 11V Chloroform 5 624 ND (5) 01* 1 pg/I #/day 12V Dichlorobromomethane 5 624 ND (5) 0 1 pg/i #/day 14V 1,1-Dichloroethane 5 624 ND (5) 1 pg/i #/day 15V 1,2-Dichloroethane 5 624 ND (5) 1 pg/I #day 16V 1,1-Dichloroethylene 5 624 ND (5) 1 pg/i #/day 17V 1,2 Dichloropropane 5 624 ND (5) 1 pg/I #/day 18V 1, 3-Dichloropropylene 5 624 ND (5) K1 pg/I #/day 19V Ethylebenzene 5 624 ND (5) N 1 pg/i #/day 20V Methyl Bromide 5 624 ND (5) No 1 pg/I #/day 21V Methyl Chloride 5 624 ND (5) N91 pg/I #/day 22V Methylene Chloride 5 624 ND (5) No1 pg/I #/day 23V 1,1,2,2-Tetrachloroethane 5 624 ND (5) K 1 pg/I #/day 24V Tetrachloroethylene 5 624 ND (5) 1 pg/I #/day 25V Toluene 5 624 ND (5) NQ 1 pg/I #/day 26V 1,2-Trans-dichloroethylene 5 624 ND (5) D 1 pg/I #/day 27V 1,1,1 -Trichloroethane 5 624 ND (5) 1 pg/I #/day 28V 1,1,2-Trichloroethane 5 624 ND (5) D1 pg/I #/day 29V Trichloroethylene 5 624 ND (5) IN)1 pg/I #/day 31V Vinyl Chloride 5 624 ND (5) 1 pg/i #/day
3. If other data is available (i.e., DMR data, etc.), the past year of data may be used to determine 3a, 3b, 3c, and 5.

3.a. Maximum Daily Value - Report the highest daily value or daily average value from the last year of data. Report both mass and concentration.

3.b. Average of Analysis - Determine the average of all samples taken within the past year. Report both mass and concentration.

3.c. A minimum of 3 Sampling Events required for process wastewater discharges, and a minimum of 1 Sampling Event for all other discharges, treatment facility influent, intake water and background.

It is in the applicant's interest to achieve the lowest level of detection possible. This will minimize uncertainty and therefore the need for additional analysis or potential for establishing a large number of effluent limits and/or monitoring requirements in the final NPDES permit.

M3800M-Wu Module 6 0001 Rev. 412010 (9 Applicant Name: Exelon Generation CL c.;.any, LLC 9 %pennsytvania COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION BUREAU OF WATER STANDARDS AND FACILITY REGULATION DEdARTMET OF ENIROMNAROTECTION ANALYSIS RESULTS TABLE POLLUTANT GROUP 3 MODULE 6 Before completing this form, read the step-by-step instructions provided in Appendix 1.

APPUCANT0NAME Exelon Generation Company, LLC 0 Outfall Number 001 (Show location of sampling point on Line Drawing) 0i Intake Sampling Results - Optional (Specify Source: )

E] Background Sampling Results - Optional (Specify Location: .)

El Treatment Facility Influent Sampling Results (Show location of sampling point on Line Drawing)

El New Discharge (Basis for Information: .)

Li Bypass or Sewer System Overflow (Describe: _____)

3. Level Present POLLUTANT GROUP 3 2. EPA 5. Coefficient
1. MDL Method a. Max Daily Value b. Average of Analysis c. 4. Units of Effluent Volatiles Used* Number Number of Variability (pg/L) Used Concentration Mass Concentration Mass Analysis Concentration Mass (CV) 1V Acrolein 10 624 ND (10) S ND(10) pg/I #/day 2V Acrylonitrile 10 624 ND (10) ND (10) ND pg/I #/day 3V Benzene 5 624 ND (5) ND (5) lpg/I #/day 5V Bromoform 5 624 ND (5) ND (5) f I pg/I #/day 6V Carbon Tetrachloride 5 624 ND (5) ND (5) pg/i #/day 7V Chlorobenzene 5 624 ND (5) ND (5) lpg/I #/day 8V Chlorodibromomethane 5 624 ND (5) t ND (5) 140 pg/I #/day 9V Chloroethane 5 624 ND (5) ND (5) 3 pg/i #/day 10V 2-Chloroethylvinyl Ether 5 624 ND (5) f ND (5) pg/i i #/day
3. If other data is available (i.e., DMR data, etc.), the past year of data may be used to determine 3a, 3b, 3c, and 5.

3.a. Maximum Daily Value - Report the highest daily value or daily average value from the last year of data. Report both mass and concentration.

3.b. Average of Analysis - Determine the average of all samples taken within the past year. Report both mass and concentration.

3.c. A minimum of 3 Sampling Events required for process wastewater discharges, and a minimum of 1 Sampling Event for all other discharges, treatment facility influent, intake water and background.

It is in the applicant's interest to achieve the lowest level of detection possible. This will minimize uncertainty and therefore the need for additional analysis or potential for establishing a large number of effluent limits and/or monitoring requirements in the final NPDES permit.

-1

9 3800-PM-WSFR0008i Rev. 4/2010 Applicant Name: Exelon Generation Company, LILC A

Module 6

__________________3. Level Present________

POLLUTANT GROUP 3 2. EPA 5. Coefficient

1. MDL Method a. Max Daily Value b. Average of Analysis c. 4. Units of Effluent Volatiles Used* Number Number of Variability (pg/L) Used Concentration Mass Concentration Mass Analysis Concentration Mass (CV) 11V Chloroform 5 624 ND (5) 1 ND (5) pg/I #/day 12V Dichlorobromomethane 5 624 ND (5) Y ND (5) ND pg/I #/day 14V 1,1-Dichloroethane 5 624 ND (5)  ! ND (5) 3 pg/I #/day 15V 1,2-Dichloroethane 5 624 ND (5) 5ND() pg/I #/day 16V 1,1-Dichloroethylene 5 624 ND (5) 0 ND (5) pg/I #/day 17V 1,2 Dichloropropane 5 624 ND (5) ND ND (5) pg/I #/day 18V 1, 3-Dichloropropylene 5 624 ND (5) NO ND (5) pg/I #/day 19V Ethylebenzene 5 624 ND (5) N ND (5) pg/I #/day 20V Methyl Bromide 5 624 ND (5) ND (5) pg/I #/day 21 V Methyl Chloride 5 624 ND (5) ND (5) ' _ pg/I #/day 22V Methylene Chloride 5 624 ND (5) "D ND (5) N1% pg/I #/day 23V 1,1,2,2-Tetrachloroethane 5 624 ND (5) ND (5) N06 pg/I #/day 24V Tetrachloroethylene 5 624 ND (5) ND (5) NAP pg/I #/day 25V Toluene 5 624 ND (5) ND (5) pg/I #/day 26V 1,2-Trans-dichloroethylene 5 624 ND (5) *_D ND (5) pg/I #/day 27V 1,1,1 -Trichloroethane 5 624 ND (5) ND (5) pg/I #/day 28V 1,1,2-Trichloroethane 5 624 ND (5) ND (5) ,pg/I #/day 29V Trichloroethylene 5 624 ND (5) " ND (5) 0pg/I #/day 31V Vinyl Chloride 5 624 ND (5) N ND (5) 0pg/I #/day
3. If other data is available (i.e., DMR data, etc.), the past year of data may be used to determine 3a, 3b, 3c, and 5.

3.a. Maximum Daily Value - Report the highest daily value or daily average value from the last year of data. Report both mass and concentration.

3.b. Average of Analysis - Determine the average of all samples taken within the past year. Report both mass and concentration.

3.c. A minimum of 3 Sampling Events required for process wastewater discharges, and a minimum of 1 Sampling Event for all other discharges, treatment facility influent, intake water and background.

It is in the applicant's interest to achieve the lowest level of detection possible. This will minimize uncertainty and therefore the need for additional analysis or potential for establishing a large number of effluent limits and/or monitoring requirements in the final NPDES permit.

3800-PM-V-4D008j Module 7 Rev. 3/2006 C) Applicant Name: Exelon Generation L-apany, LLC COMMONWEALTH OF PENNSYLVANIA o duepennsytvania DEPARTMENT OF ENVIRONMENTAL PROTECTION DEARM-T OF ENV]ONMENTAL PROTrECTION BUREAU OF WATER STANDARDS AND FACILITY REGULATION ANALYSIS RESULTS TABLE POLLUTANT GROUP 4 MODULE 7 Before completing this form, read the step-by-step instructions provided in Appendix 1.

'APPLICANT NAME Exelon Generation Company, LLC

[3 Ouffall Number (Show location of sampling point on Line Drawing)

[ Intake Sampling Results - Optional (Specify Source: Schuylkill River)

El Upstream Background Sampling Results - Optional (Specify Location: .

El Treatment Facility Influent Sampling Results (Show location of sampling point on Une Drawing)

El New Discharge (Basis for Information: .)

El Bypass or Sewer System Overflow (Describe:

__________________3. Level Present______

POLLUTANT GROUP 4 2. EPA 5. Coefficient

1. MDL Method a. Max Daily Value b. Average of Analysis C. 4. Units of Effluent Acid Compounds Used* Number Number of Variability (pg/L) Used Concentration Mass Concentration Mass Analysis Concentration Mass (CV)

IA 2-Chlorophenol 10 625 ND (10) ND 1 pg/I #/day 2A 2,4-Dichlorophenol 10 625 ND (10) ND 1 pg/I #/day 3A 2,4-Dimethylphenol 10 625 ND (10) ND 1 pg/I #/day 4A 4,6-Dinitro-o-cresol 10 625 ND (10) ND 1 pg/I #/day 5A 2,4-Dinitrophenol 50 625 ND (50) ND 1 pg/I #/day 6A 2-Nitrophenol 10 625 ND (10) ND 1 pg/I #/day 7A 4-Nitrophenol 50 625 ND (50) ND 1 pg/I #/day BA P-chloro-m-cresol 10 625 ND (10) ND 1 pg/I #/day 9A Pentachlorophenol 50 625 ND (50) ND I pg/I #/day 10A Phenol 10 625 ND (10) ND 1 pg/I #/day 11A 2,4,6-Trichlorophenol 10 625 ND (10) ND 1 pg/I #/day

3. Ifother data is available (i.e., DMR data, etc.), the past year of data may be used to determine 3a, 3b, 3c, and 5.

3.a. Maximum Daily Value - Report the highest daily value or daily average value from the last year of data. Report both mass and concentration.

3.b. Average of Analysis - Determine the average of all samples taken within the past year. Report both mass and concentration.

3.c. A minimum of 3 Sampling Events required for process wastewater discharges, and a minimum of 1 Sampling Event for all other discharges, treatment facility influent, intake water and background.

It is inthe applicant's interest to achieve the lowest level of detection possible. This will minimize uncertainty and therefore the need for additional analysis or the potential for establishing a large number of effluent limits and/or monitoring requirements in the final NPDES permit.

3800-PM-W 0008j Rev. 3/2006 Applicant Name: Exelon Generation ipany, LLC COMMONWEALTH OF PENNSYLVANIA M OFlpennsyVtvania DEPARTMENT OF ENVIRONMENTAL PROTECTION BUREAU OF WATER STANDARDS AND FACILITY REGULATION ANALYSIS RESULTS TABLE POLLUTANT GROUP 4 MODULE 7 Before completing this form, read the step-by-step instructions provided in Appendix 1.

APPLCANT NAME* Exelon Generation Company, LLC El Outfall Number (Show location of sampling point on Line Drawing)

[] Intake Sampling Results - Optional (Specify Source: Perkiomen Creek)

El Upstream Background Sampling Results - Optional (Specify Location: )

El Treatment Facility Influent Sampling Results (Show location of sampling point on Line Drawing)

LI New Discharge (Basis for Information: .)

El Bypass or Sewer System Overflow (Describe: __

3. Level Present______

POLLUTANT GROUP 4 2. EPA 5. Coefficient

1. MDL Method a. Max Daily Value b. Average of Analysis c. 4. Units of Effluent Acid Compounds Used* Number Number of Variability (pg/L) Used Concentration Mass Concentration Mass Analysis Concentration Mass (CV) 1A 2-Chlorophenol 10 625 ND (10) ND 1 pg/I #/day 2A 2,4-Dichlorophenol 10 625 ND (10) ND 1 pg/I #/day 3A 2,4-Dimethylphenol 10 625 ND (10) ND 1 pg/I #/day 4A 4,6-Dinitro-o-cresol 10 625 ND (10) ND 1 pg/I #/day 5A 2,4-Dinitrophenol 50 625 ND (50) ND 1 pg/I #/day 6A 2-Nitrophenol 10 625 ND (10) ND 1 pg/i #/day 7A 4-Nitrophenol 50 625 ND (50) ND 1 pg/I #/day 8A P-chloro-m-cresol 10 625 ND (10) ND 1 pg/I #/day 9A Pentachlorophenol 50 625 ND (50) ND 1 pg/I #/day 10A Phenol 10 625 ND (10) ND 1 pg/I #/day 1lA 2,4,6-Trichlorophenol 10 625 ND (10) ND 1 pg/I #/day
3. If other data is available (i.e., DMR data, etc.), the past year of data may be used to determine 3a, 3b, 3c, and 5.

3,a. Maximum Daily Value - Report the highest daily value or daily average value from the last year of data. Report both mass and concentration.

3.b. Average of Analysis - Determine the average of all samples taken within the past year. Report both mass and concentration.

3,c. A minimum of 3 Sampling Events required for process wastewater discharges, and a minimum of 1 Sampling Event for all other discharges, treatment facility influent, intake water and background.

It is in the applicant's interest to achieve the lowest level of detection possible. This will minimize uncertainty and therefore the need for additional analysis or the potential for establishing a large number of effluent limits and/or monitoring requirements in the final NPDES permit.

3800-PM-Wý-- -0008j Rev. 312006 Applicant Name: Exelon Generation C-ipany, LLC Module 7 COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION BUREAU OF WATER STANDARDS AND FACILITY REGULATION M4 DERMRMENT PROTECTION O E~NVIRONMENTAL ANALYSIS RESULTS TABLE POLLUTANT GROUP 4 MODULE 7 Before completing this form, read the step-by-step instructions provided in Appendix 1.

APPILICANTNAME. Exelon Generation Company, LLC 0 Outfall Number 001 (Show location of sampling point on Line Drawing)

El Intake Sampling Results - Optional (Specify Source: J

  • Upstream Background Sampling Results - Optional (Specify Location: J El Treatment Facility Influent Sampling Results (Show location of sampling point on Line Drawing)

El New Discharge (Basis for Information: .)

El Bypass or Sewer System Overflow (Describe: .)

__________________3. Level Present POLLUTANT GROUP 4 2. EPA 5. Coefficient

1. MDL Method a. Max Daily Value b. Average of Analysis c. 4. Units of Effluent Acid Compounds Used* Number Number of Variability (pg/L) Used Concentration Mass Concentration Mass Analysis Concentration Mass (CV)

IA 2-Chlorophenol 10 625 ND (10) ND ND (10) ND 3 pg/I #Iday 2A 2,4-Dichlorophenol 10 625 ND (10) ND ND (10) ND 3 pg/I #/day 3A 2,4-Dimethylphenol 10 625 ND (10) ND ND (10) ND 3 pg/I #/day 4A 4,6-Dinitro-o-cresol 50 625 ND (50) ND ND (50) ND 3 pg/I #Iday 5A 2,4-Dinitrophenol 50 625 ND (50) ND ND (50) ND 3 Pg/I #Iday 6A 2-Nitrophenol 10 625 ND (10) ND ND (10) ND 3 pg/I #Iday 7A 4-Nitrophenol 50 625 ND (50) ND ND (50) ND 3 pg/I #Iday 8A P-chloro-m-cresol 20 625 ND (20) ND ND (20) ND 3 pg/I #Iday 9A Pentachlorophenol 50 625 ND (50) ND ND (50) ND 3 pg/I #/day 10A Phenol 10 625 ND (10) ND ND (10) ND 3 pg/I #Iday t1A 2,4,6-Trichlorophenol 10 625 ND (10) ND ND (10) ND 3 pg/I #/day

3. If other data is available (i.e., DMR data, etc.), the past year of data may be used to determine 3a, 3b, 3c, and 5.

3.a. Maximum Daily Value - Report the highes daily value or daily average value from the last year of data. Report both mass and concentration.

3.b. Average of Analysis - Determine the average of all samples taken within the past year. Report both mass and concentration.

3.c. A minimum of 3 Sampling Events required for process wastewater discharges, and a minimum of 1 Sampling Event for all other discharges, treatment facility influent, intake water and background.

It is in the applicant's interest to achieve the lowest level of detection possible. This will minimize uncertainty and therefore the need for additional analysis or the potential for establishing a large number of effluent limits and/or monitoring requirements in the final NPDES permit.

9 3800-PM- '008k Rev. 3/2006 Applicant Name: Exelon Generation pony, LLC Module 8 Spennsytvania COMMONWEALTH OF PENNSYLVANIA PROTECTION OF ENVIRONMENTAL DEPARTMENT DEPARTMENT OF ENVIRONMENTAL PROTECTION BUREAU OF WATER STANDARDS AND FACILITY REGULATION ANALYSIS RESULTS TABLE POLLUTANT GROUP 5 MODULE 8 Before completing this form, read the step-by-step instructions provided in Appendix 1.

APPLICANT NAME Exelon Generation Company, LLC F- Outfall Number - (Show location of sampling point on Line Drawing) 0 Water Supply Sampling Results - Optional (Specify Source: Schuylkill River)

U Background Sampling Results - Optional (Specify Location: .J

[ Treatment Facility Influent Sampling Results (Show location of sampling point on Line Drawing)

E] New Discharge (Basis for Information: __.

[] Bypass or Sewer System Overflow (Describe: .)

3. Level Present POLLUTANT GROUP 5 2. EPA b. Annual Average of 5. CoeffIclient
1. MDL Method a. Max Daily Value Anal sis C. 4. Units of Effluent Base Compounds Used* Number Number of Variability (pgIL) Used Concentration Mass Concentration Mass Analysis Concentration Mass (CV) 1B Acenaphthene 10 625 ND (10) ND 1 pg/I #/day 28 Acenaphthylene 10 625 ND (10) ND 1 pg/I #/day 3B Anthracene 10 625 ND (10) ND 1 pg/I #/day 4B Benzidine 50 625 ND (50) ND 1 pg/I #/day 5B Benzo(a)anthracene 10 625 ND (10) ND 1 pg/ #/day 6B Benzo(a)pyrene 10 625 ND (10) ND 1 pg/I #Iday 7B 3,4-Benzofluoranthene 10 625 ND (10) ND 1 pg/I #Jday 8B Benzo(ghi)perylene 10 625 ND (10) ND 1 pg/I #/day 9B Benzo(k)fluoranthene 10 625 ND (10) ND 1 pg/I #/day 10B Bis(2-Chloro-ethoxy)methane 10 625 ND (10) ND 1 pg/I #/day 11B Bis(2-Chloroethyl)ether 10 625 ND (10) ND 1 pg/I #/day 12B Bis(2-Chloro-isopropyl)ether 10 625 ND (10) ND 1 pg/I #/day 13B Bis(2-Ethy/hexyl)phthalate 10 625 ND (10) ND 1 pg/I #/day 14B 4-Bromophenyl Phenyl Ether 10 625 ND (10) ND 1 pg/I #/day 15B Butylbenzyl Phthalate 10 625 ND (10) ND 1 pg/I #/day 16B 2-Chloronaphthalene 10 625 ND (10) ND 1 pg/I #/day 17B 4-Chlorophenyl Phenyl Ether 10 625 ND (10) ND 1 pg/I #/day 3.a. Maximum Daily Value - Report the highest daily value or daily average value from the last year of data. Report both mass and concentration.

3.b. Average of Analysis - Determine the average of all samples taken within the past year. Report both mass and concentration.

3.c. A minimum of 3 Sampling Events required for process wastewater discharges, and a minimum of 1 Sampling Event for all other discharges, treatment facility influent, intake water and background.

It is in the applicant's interest to achieve the lowest level of detection possible. This will minimize uncertainty and therefore the need for additional analysis or the potential for establishing a large number of effluent limits and/or monitoring requirements in the final NPDES permit.

3800-PM@-FR0008k Rev. 3/2006 Applicant Name: Exelon Generation CopmPny, LLC Module 8

3. Level Present POLLUTANT GROUP 5 EPA b. Annual Average 5. Coefficient
1. MDL Method of Analysis C. 4. Units of Effluent Base Compounds Used* Number Number of Variability (piglL) Used Concentration Mass Concentration Mass Analysis Concentration Mass (CV) 18B Chrysene 10 625 ND (10) ND 1 pig/I #/day 1 198 Dibenzo(a,h)anthracene 10 625 ND (10) ND 1 pg/I #/day 206 1,2-Dichlorobenzene 10 625 ND (10) ND 1 pg/I #/day 21B 1,3- Dichlorobenzene 10 625 ND (10) ND 1 pg/I #/day 22B 1,4- Dichlorobenzene 10 625 ND (10) ND 1 pg/I #/day 23B 3,3'-Dichlorobenzidine 50 625 ND (50) ND 1 pg/I #/day 24B Diethyl Phthalate 20 625 ND (20) ND 1 pg/i #/day 25B Dimethyl Phthalate 20 625 ND (20) ND 1 pg/I #/day 26B Di-n-butyl Phthalate 20 625 ND (20) ND 1 pg/I #/day 27B 2,4-Dinitrotoluene 10 625 ND (10) ND 1 pg/I #/day 28B 2,6-Dinitrotoluene 10 625 ND (10) ND 1 pg/I #/day 29B Di-n-octyl Phthalate 20 625 ND (20) ND 1 pg/I #/day 30B 1,2-Diphenylhydrazine (as Azobenzene) 10 625 ND (10) ND 1 pg/I #/day 31B Fluoranthene 10 625 ND (10) ND 1 pg/I #/day 32B Fluorene 10 625 ND (10) ND 1 pg/I #/day 33B Hexachlorobenzene 10 625 ND (10) ND 1 pg/I #/day 34B Hexechlorobutadiene 10 625 ND (10) ND 1 pg/I #/day 35B Hexachlorocyclopentadiene 10 625 ND (10) ND 1 pg/I #/day 36B Hexachloroethane 10 625 ND (10) ND 1 pg/I #/day 37B indeno(1,2,3-cd)pyrene 10 625 ND (10) ND 1 pg/I #/day 38B Isophorone 10 625 ND (10) ND 1 pg/I #/day 39B Naphthalene 10 625 ND (10) ND 1 pg/I #/day 40B Nitrobenzene 10 625 ND (10) ND 1 pg/I #/day 41B N-Nitrosodimethylamine 20 625 ND (20) ND 1 pg/I #/day 42B N-Nitrosodi-n-propylamine 20 625 ND (20) ND 1 pg/I #/day 43B N-Nitrosodiphenylamine 20 625 ND (20) ND 1 pg/I #/day 44B Phenanthrene 10 625 ND (10) ND 1 pg/I #/day 45B Pyrene 10 625 ND (10) ND 1 pg/I #/day 46B 1,2,4-Trichlorobenzene 10 625 ND (10) ND 1 pg/I #/day 3.a. Maximum Daily Value - Report the highest daily value or daily average value from the last year of data. Report both mass and concentration.

3.b. Average of Analysis - Determine the average of all samples taken within the past year. Report both mass and concentration.

3.c. A minimum of 3 Sampling Events required for process wastewater discharges, and a minimum of 1 Sampling Event for all other discharges, treatment facility influent, intake water and background.

It is in the applicant's interest to achieve the lowest level of detection possible. This will minimize uncertainty and therefore the need for additional analysis or the potential for establishing a large number of effluent limits and/or monitoring requirements in the final NPIDES permit.

7-2

9 3800-PM- D08k Rev. 3/2006 Applicant Name: Exelon Generation any, LLC ModuleS8 W, Depennsytvania COMMONWEALTH OF PENNSYLVANIA OF ENVIRONMENTAL DEPARTMENT PROTECTION DEPARTMENT OF ENVIRONMENTAL PROTECTION BUREAU OF WATER STANDARDS AND FACILITY REGULATION ANALYSIS RESULTS TABLE POLLUTANT GROUP 5 MODULE 8 Before completing this form, read the step-by-step instructions provided in Appendix 1.

APPLICANT NAME Exelon Generation Company, LLC El Outfall Number (Show location of sampling point on Line Drawing)

[ Water Supply Sampling Results - Optional (Specify Source: Perkiomen Creek)

El Background Sampling Results - Optional (Specify Location: )

[I Treatment Facility Influent Sampling Results (Show location of sampling point on Line Drawing)

El New Discharge (Basis for Information: __.)

El Bypass or Sewer System Overflow (Describe: .. )

3. Level Present POLLUTANT GROUP 5 2. EPA b. Annual Average of 5. Coefficient
1. MDL Method a. Max Daily Value Analysis c. 4. Units of Effluent Base Compounds Used* Number Number of Variability (pg/L) Used Concentration Mass Concentration Mass Analysis Concentration Mass (CV) 1B Acenaphthene 10 625 ND (10) ND 1 pg/I #/day 2B Acenaphthylene 10 625 ND (10) ND 1 pg/I #/day 3B Anthracene 10 625 ND (10) ND 1 pg/I #/day 4B Benzidine 50 625 ND (50) ND 1 pg/I #/day 5B Benzo(a)anthracene 10 625 ND (10) ND 1 pg/I #/day 6B Benzo(a)pyrene 10 625 ND (10) ND 1 pg/I #/day 7B 3,4-Benzofluoranthene 10 625 ND (10) ND 1 pg/I #/day 8B Benzo(ghi)perylene 10 625 ND (10) ND 1 pg/I #/day 9B Benzo(k)fluoranthene 10 625 ND (10) ND 1 pg/I #/day 10B Bis(2-Chloro-ethoxy)methane 10 625 ND (10) ND 1 pg/I #/day 11B Bis(2-Chloroethyl)ether 10 625 ND (10) ND 1 pg/I #/day 12B Bis(2-Ch/oro-isopropyl)ether 10 625 ND (10) ND 1 pg/I #/day 13B Bis(2-Ethylhexyophthalate 10 625 ND (10) ND 1 pg/I #/day 14B 4-Bromophenyl Phenyl Ether 10 625 ND (10) ND 1 pg/I #/day 15B Butylbenzyl Phthalate 10 625 ND (10) ND 1 pg/I #/day 16B 2-Chloronaphthalene 10 625 ND (10) ND 1 pg/I #/day 17B 4-Chlorophenyl Phenyl Ether 10 625 ND (10) ND 1 pg/I #/day 3.a. Maximum Daily Value - Report the highest daily value or daily average value from the last year of data. Report both mass and concentration.

3.b. Average of Analysis - Determine the average of all samples taken within the past year. Report both mass and concentration.

3.c. A minimum of 3 Sampling Events required for process wastewater discharges, and a minimum of 1 Sampling Event for all other discharges, treatment facility influent, intake water and background.

It is in the applicant's interest to achieve the lowest level of detection possible. This will minimize uncertainty and therefore the need for additional analysis or the potential for establishing a large number of effluent limits and/or monitoring requirements in the final NPDES permit.

1-

3800-PMQFROO08k Rev. 3/2006 Applicant Name: Exelon Generation Company, LLC Module 8

3. Level Present POLLUTANT GROUP 5 2. b. Annual Average 5.Coefficient EPA a. Max Daily Value of Analysis 4. Units
1. MDL Method C. of effluent of Effluent Base Compounds Used* Number Number of Variability (pgIL) Used Concentration Mass Concentration Mass Analysis Concentration Mass (CV) 18B Chrysene 10 625 ND (10) ND 1 pg/I #/day 19B Dibenzo(a,h)anthracene 10 625 ND (10) ND 1 pg/i #/day 20B 1,2-Dichlorobenzene 10 625 ND (10) ND 1 pg/I #/day 21B 1,3- Dichlorobenzene 10 625 ND (10) ND 1 pg/I #/day 22B 1,4- Dichlorobenzene 10 625 ND (10) ND 1 pg/I #/day 23B 3,3'-Dichlorobenzidine 50 625 ND (50) ND 1 pg/I #/day 24B Diethyl Phthalate 20 625 ND (20) ND 1 pg/I #/day 25B Dimethyl Phthalate 20 625 ND (20) ND 1 pg/I #/day 26B Di-n-butyl Phthalate 20 625 ND (20) ND 1 pg/I #/day 27B 2,4-Dinitrotoluene 10 625 ND (10) ND 1 pg/I #/day 28B 2,6-Dinitrotoluene 10 625 ND (10) ND 1 pg/I #/day 29B Di-n-octyl Phthalate 20 625 ND (20) ND 1 pg/I #/day 30B 1,2-Diphenylhydrazine (as Azobenzene) 10 625 ND (10) ND 1 pg/I #/day 31B Fluoranthene 10 625 ND (10) ND 1 pg/I #/day 32B Fluorene 10 625 ND (10) ND 1 pg/I #/day 33B Hexachlorobenzene 10 625 ND (10) ND 1 pg/I #/day 34B Hexechlorobutadiene 10 625 ND (10) ND 1 pg/I #/day 35B Hexachlorocyclopentadiene 10 625 ND (10) ND 1 pg/I #/day 36B Hexachloroethane 10 625 ND (10) ND 1 pg/I #/day 37B Indeno(1,2,3-cd)pyrene 10 625 ND (10) ND 1 pg/I #/day 38B Isophorone 10 625 ND (10) ND 1 pg/I #/day 39B Naphthalene 10 625 ND (10) ND 1 pg/I #/day 40B Nitrobenzene 10 625 ND (10) ND 1 pg/I #Jday 41B N-Nitrosodimethylamine 20 625 ND (20) ND 1 pg/I #/day 428 N-Nitrosodi-n-propylamine 20 625 ND (20) ND .1 pg/I #/day 43B N-Nitrosodiphenylamine 20 625 ND (20) ND 1 pg/I #/day 44B Phenanthrene 10 625 ND (10) ND 1 pg/I #/day 45B Pyrene 10 625 ND (10) ND 1 pg/I #/day 46B 1,2,4-Trichlorobenzene 10 625 ND (10) ND 1 pg/i #/day 3.a. Maximum Daily Value - Report the highest daily value or daily average value from the last year of data. Report both mass and concentration.

3.b. Average of Analysis - Determine the average of all samples taken within the past year. Report both mass and concentration.

3.c. A minimum of 3 Sampling Events required for process wastewater discharges, and a minimum of 1 Sampling Event for all other discharges, treatment facility influent, intake water and background.

It is in the applicant's interest to achieve the lowest level of detection possible. This will minimize uncertainty and therefore the need for additional analysis or the potential for establishing a large number of effluent limits and/or monitoring requirements in the final NPDES permit.

3800-P >00Omk Rev. X/2006 Applicant Name: Exelon Generation (ny, LLC Module 8 1 COMMONWEALTH OF PENNSYLVANIA WI DEPART?4ENT OFENVIRONMENTALPROTEC11ON DEPARTMENT OF ENVIRONMENTAL PROTECTION BUREAU OF WATER STANDARDS AND FACILITY REGULATION ANALYSIS RESULTS TABLE POLLUTANT GROUP 5 MODULE 8 Before completing this form, read the step-by-step instructions provided in Appendix 1.

APPLICANT NAME Exelon Generation Company, LLC 0 Outfall Number 001 (Show location of sampling point on Line Drawing)

EU Water Supply Sampling Results - Optional (Specify Source: J

[I Background Sampling Results - Optional (Specify Location: J El Treatment Facility Influent Sampling Results (Show location of sampling point on Line Drawing)

U New Discharge (Basis for Information: . )

U Bypass or Sewer System Overflow (Describe: -

__________________3. Level Present______

POLLUTANT GROUP 5 2. EPA b. Annual Average of 5. Coefficient

1. MDL Method a. Max Daily Value Analysis c. 4. Units of Effluent Base Compounds Used* Number Number of Variability (pg/L) Used Concentration Mass Concentration Mass Analysis Concentration Mass (CV) 1B Acenaphthene 10 625 NO (10) NO NO (10) NO 3 pg/I #/day 2B Acenaphthylene 10 625 ND (10) ND ND (10) ND 3 pg/I #/day 3B Anthracene 10 625 ND (10) ND ND (10) ND 3 pg/I #/day 4B Benzidine 50 625 ND (50) ND ND (50) ND 3 pg/I #/day 5B Benzo(a)anthracene 10 625 ND (10) ND ND (10) ND 3 pg/I #/day 6B Benzo(a)pyrene 10 625 ND (10) ND ND (10) ND 3 pg/I #/day 7B 3,4-Benzofluoranthene 10 625 ND (10) ND ND (10) ND 3 pg/I #/day 8B Benzo(ghi)perylene 10 625 ND (10) ND ND (10) ND 3 pg/I #/day 9B Benzo(k)fluoranthene 10 625 ND (10) ND ND (10) ND 3 pg/I #/day 10B Bis(2-Chloro-ethoxy)methane 10 625 ND (10) ND ND (10) ND 3 pg/I #/day 11B Bis(2-Chloroethyl)ether 10 625 ND (10) ND ND (10) ND 3 pg/I #/day 12B Bis(2-Chloro-isopropyl)ether 10 625 ND (10) ND ND (10) ND 3 pg/I #/day 13B Bis(2-Ethylhexylphthalate 10 625 26 3.08 16 1.86 3 pg/I #/day 14B 4-Bromophenyl Phenyl Ether 10 625 ND (10) ND ND (10) ND 3 pg/I #/day 15B Butylbenzyl Phthalate 10 625 ND (10) ND ND (10) ND 3 pg/I #/day 16B 2-Chloronaphthalene 10 625 ND (10) ND ND (10) ND 3 pg/I #/day 178 4-Chlorophenyl Phenyl Ether 10 625 ND (10) ND ND (10) ND 3 pg/I #/day 3.a. Maximum Daily Value - Report the hihest daily value or daily average value from the last year of data. Report both mass and concentration.

3.b. Average of Analysis - Determine the average of all samples taken within the past year. Report both mass and concentration.

3.c. A minimum of 3 Sampling Events required for process wastewater discharges, and a minimum of 1 Sampling Event for all other discharges, treatment facility influent, intake water and background.

It is in the applicant's interest to achieve the lowest level of detection possible. This will minimize uncertainty and therefore the need for additional analysis or the potential for establishing a large number of effluent limits and/or monitoring requirements in the final NPDES permit.

3800-PM-*SFR0008k Rev. 3/2006 Applicant Name: Exelon Generation Coty, LLC Module 8

3. Level Present POLLUTANT GROUP 5 2. b. Annual Average EPA a. Max Daily Value of Analysis 4. Units 5. Coefficient
1. MDL Method C. of Effluent Base Compounds Used* Number Number of Variability (pgIL) Used Concentration Mass Concentration Mass Analysis Concentration Mass (CV) 18B Chrysene 10 625 ND(10) ND ND (10) ND 3 pg/i #/day 19B Dibenzo(a,h)anthracene 10 625 ND (10) ND ND (10) ND 3 pg/I #/day 20B 11,2-Dichlorobenzene 10 625 ND (10) ND ND (10) ND 3 pg/i #Jday 21B 1,3- Dichlorobenzene 10 625 ND (10) ND ND (10) ND 3 pg/I #/day 22B 1,4- Dichlorobenzene 10 625 ND (10) ND ND (10) ND 3 pg/I #/day 23B 3,3'-Dichlorobenzidine 50 625 ND (50) ND ND (50) ND 3 pg/I #/day 24B Diethyl Phthalate 20 625 ND (20) ND ND (20) ND 3 pg/I #/day 25B Dimethyl Phthalate 20 625 ND (20) ND ND (20) ND 3 pg/I #/day 26B Di-n-butyl Phthalate 20 625 ND (20) ND ND (20) ND 3 pg/I #Iday 278 2,4-Dinitrotoluene 10 625 ND (10) ND ND (10) ND 3 pg/I #/day 28B 2,6-Dinitrotoluene 10 625 ND (10) ND ND (10) ND 3 pg/I #/day 29B Di-n-octyl Phthalate 20 625 ND (20) ND ND (20) ND 3 pg/I #Iday 30B 1,2-Diphenylhydrazine (as Azobenzene) 10 625 ND (10) ND ND (10) ND 3 pg/I #/day 31B Fluoranthene 10 625 ND (10) ND ND (10) ND 3 pg/I #/day 32B Fluorene 10 625 ND (10) ND ND (10) ND 3 pg/I #/day 33B Hexachlorobenzene 10 625 ND (10) ND ND (10) ND 3 pg/I #/day 34B Hexechlorobutadiene 10 625 ND (10) ND ND (10) ND 3 pg/I #/day 35B Hexachlorocyclopentadiene 10 625 ND (10) ND ND (10) ND 3 pg/I #/day 36B Hexachloroethane 10 625 ND (10) ND ND (10) ND 3 pg/I #/day 37B indeno(1,2,3-cd)pyrene 10 625 ND (10) ND ND (10) ND 3 pg/I #/day 38B Isophorone 10 625 ND (10) ND ND(10) ND 3 pg/I #/day 39B Naphthalene 10 625 ND (10) ND ND (10) ND 3 pg/I #/day 40B Nitrobenzene 10 625 ND (10) ND ND (10) ND 3 pg/I #/day 41B N-Nitrosodimethylamine 20 625 ND (20) ND ND (20) ND 3 pg/I #/day 42B N-Nitrosodi-n-propylamine 20 625 ND (20) ND ND (20) ND 3 pg/i #/day 43B N-Nitrosodiphenylamine 20 625 ND (20) ND ND (20) ND 3 pg/i #/day 44B Phenanthrene 10 625 ND (10) ND ND (10) ND 3 pg/I #/day 45B Pyrene 10 625 ND (10) ND ND (10) ND 3 pg/I #/day 46B 1,2,4-Trichlorobenzene 10 625 ND (10) ND ND (10) ND 3 pg/I #/day 3.a. Maximum Daily Value - Report the highest daily value or daily average value from the last year of data. Report both mass and concentration.

3.b. Average of Analysis - Determine the average of all samples taken within the past year. Report both mass and concentration.

3.c. A minimum of 3 Sampling Events required for process wastewater discharges, and a minimum of 1 Sampling Event for all other discharges, treatment facility influent, intake water and background.

It is in the applicant's interest to achieve the lowest level of detection possible. This will minimize uncertainty and therefore the need for additional analysis or the potential for establishing a large number of effluent limits and/or monitoring requirements in the final NPDES permit.

3800-PM-WSFR08m Rev. 3/2006 Applicant Name: Exelon Generation Company, LLC Module 10 pennsylvania COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION DEPARTMENT OF ENVIRONMENTAL PROTECTION BUREAU OF WATER STANDARDS AND FACILITY REGULATION HAZARDOUS SUBSTANCE TABLE MODULE 10 Before completing this form, read the step-by-step instructions provided in Appendix 1.

APPLICANT NAME IExelon Generation Company, LLC

1. Name of 3. Amount Per Outfall 5. Treatment Provided Table 3 Quantity 4.

Substance 2. Outfall Ib/24 hrs Frequency Duration Origin and Source a b c none _[_ El E]

_ _E ] E]

1:1 El El

_ _ _ _ _ _ EE]

_El El 1:1 El ElR 0

+ F I +

El Ml

_ _ _ _ E El E El El El

_ _ _ E El El

_ _ _ _ _ __ _ _ El [El El El El El E El El El El El El El

_ _ _ __ _ _ _ E El El

_ _ _ _ __ __ _ _ _ _ _ __ E El El

_ _ _ __ _ __ _ _ _ _ _ _ _ _ E El El El Ml

3800-PM-WSFROOO8n Rev. 3/2006 Applicant Name: Exelon Generation Company, LLC Outfall: 001 Spennsytvania COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION BUREAU OF WATER STANDARDS AND FACILITY REGULATION OTHER TOXIC CHEMICALS MODULE 11 Before completing this form, read the step-by-step instructions provided in Appendix 1.

Applicant Name Exelon Generation Company, LLC Outfall Number 001

1. GC/MS "Five Peaks" pollutants (see Appendix 1)

Average Maximum No. Samples Group Effluent Effluent Positive Number Chemical Substance or MDL Concentration Concentration /

(3 - 6) Compound Name (Pg/L) (pg/L) (Ig/L) No. analyzed none /

2. Other Chemicals Average Indicate if Concentration Presence is Substance Reason for Presence in Discharge (ljq/L)ý Known (K) or Suspected (S) none j 4.

1~ 4.

LI Ifadditional peaks were not available for one or more groups with the method used check here and attach an explanation of why the method was selected.

Provide additional sheets as necessary.

3800-PM-WSFROO08o Rev. 3/2006 Applicant Name: Exelon Generation Company, LLC Module 12 pennsylvania COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION DEPARTMENT OF ENVIRONMENTAL PROTECTION BUREAU OF WATER STANDARDS AND FACILITY REGULATION STORMWATER MODULE 12 Before completing this form, read the step-by-step Instructions provided In Appendix 1.

APPLICANT NAME , Exelon Generation Company, LLC

1. Site Plan and Stormwater Runoff. Attach a copy of your facility's site plan. (See instructions)
  • See attachedSite Plan DEP strongly recommends the separation of stormwater and other wastewaters.
2. Description of Potential Pollutant Sources and Controls
a. For each stormwater outfall, provide an estimate of the area (include units) drained to the outfall, and a list of potential pollutant(s) and sources for the outfall.

Total Area Drained Outfall Number (provide units) Potential Pollutant(s) and Sources See attached table See attached table See information from attached PPC and SPCC Plans

b. Describe Best Management Practices and nonstructural controls used to prevent potential pollutants in stormwater.

See Section PPC-1-5 and Section SPCC-1-2F of attached SPCC/PPC Plans

c. For each stormwater outfall, provide the location and description of existing structural control measures to reduce pollutants in stormwater runoff; and a description of the treatment the stormwater receives, including the schedule and type of maintenance for control and treatment measures and the ultimate disposal of any solid or fluid wastes other than by discharge.

Outfall Number Control Measures (All) See Section PPC-1-5 and Section SPCC-1-2F of attached SPCC/PPC Plans

3. Non-stormwater Discharges
a. All non-stormwater discharges from these outfall(s) are identified in the Industrial Wastewater section of this application for the outfall.

EYES F1 NO

b. Provide a description of the method used, the date of any testing, and the on-site drainage points that were directly observed during a test.

No new testing performed

4. Significant Leaks or Spills Provide existing information regarding the history of significant leaks or spills of toxic or hazardous pollutants at the facility in the last 3 years, including the approximate date and location of the spill or leak, and the type and amount of
  • material released.

See Appendix XI of attached PPC Plan and Section 1-2D of attached SPCC Plan 3800-PM-WSFROOO8o Rev. 3/2006 Applicant Name: Exelon Generation Company, LLC Module 12

5. PREPAREDNESS, PREVENTION, AND CONTINGENCY (PPC) PLANNING.

Does the facility have a PPC plan? 0 YES Q Does the facility have any other related plans, such as a Pollution Incident Prevention (PIP) [D YES [ NO Plan, Spill Prevention Control and Counter Measure (SPCC) Plan or Stormwater BMP Plan?

If "YES," identify and indicate date(s) implemented.

Type of Plan Date Implemented PPC & SPCC Plans Last Updated December 2009 DEP may require the plan(s) be submitted with this application.

6. Additional Stormwater Information Submission
a. Could all sampling be performed as required? 0 YES E] NO (Explain below)
b. Complete a Stormwater Sampling Data Table (Module 13) for each outfall containing stormwater. 4 Indicate the total number of tables submitted.

9 STORMWATER MODULE 12 Section 2.a Stormwater Outfall Numbers and Drainage Areas (Continuation Sheet)

Outfall Total Area Drained Outfall Number Square Feet Notes 002 43,650 Sampling represents 004 &022 003 7,395 Sampling represents 005 004 52,538 005 416,500 006 52,500 007 33,713 008 57,350 Sampling represents 006, 007, & 009 009 66,650 012 Note 1".

013 6,250 Not associated with industrial actvity 014 107,813 Not associated with industrial actvity 015 247,950 Not associated with industrial actvity 016 51,836 Not associated with industrial actvity 017 71,874 Not associated with industrial actvity 018 219,107 Not associated with industrial actvity 019 255,697 Not associated with industrial actvity 021 236,150 022 8,140 030 129,625 Not associated with industrial actvity Note:

1. Stormwater in and around dredge spoils area retained in area and not released through Outfall 012 with excess water from dredged material.

Limerick Stormwater Outfall Drainage Areas09_14_10 Page 1 of I 11/5/2011

3800-PM-WSFROOO8p Rev. 3/2006 Applicant Name: Exelon Generation Company, LLC MQ~ 13 Outfall: 002 WOpennsytvania COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION BUREAU OF WATER STANDARDS AND FACILITY REGULATION STORMWATER SAMPLING DATA TABLE MODULE 13 Before completing this form, read the step-by-step instructions provided in Appendix 1.

APPLICANT NAME Exelon Generation Company, LLC TFAL NUMBER 002 RESENTATIVE UTF NUMBER(S) 004, 022

1. Provide the results of at least one analysis for every pollutant in this table. See Appendix 1.

Maximum Values Average Values CAS (include units) (include units) Number Number Grab Sample of Storm (if Grab Sample Taken Taken During Events Pollutant available) During First 30 Minutes First 30 Minutes Sampled Sources of Pollutants Oil and Grease <5 mg/I 1 Biological Oxygen <2 mg/I 1 Demand (BODS)

Chemical Oxygen <25 mg/I Demand (COD) <25_mg/I_1 Total Suspended 4 mg/I 1 Solids (TSS)

Total Kjeldahl <5 mg/i 1 Nitrogen <5_mgI__

Nitrate plus Nitrite 2.48 mg/I 1

  • Nitrogen

- + 4 + 4 lotal Phosphorus 0.14 mg/I 1 pH (min./Max:) 7.74 1

2. List each pollutant that is limited by an ELG which the facility is subject to or any pollutant listed in the facility's NPDES permit for its process wastewater (if the facility is operating under an existing NPDES permit). See the instructions for additional details and requirements.

Maximum Values Average Values CAS (include units) (include units) Number Number Grab Sample Taken Grab Sample of Storm (if During Taken During Events Pollutant available) First 30 Minutes First 30 Minutes Sampled Sources of Pollutants Dissolved Iron <0.02 mg/I 1 _ _____________

3800-PM-WSFROOO8p Rev. 3/2006 Applicant Name: Exelon Generation Company, LLC Module 13 Outfall: 002

3. List each pollutant shown in Table 3 and Pollutant Groups 1-6 that is known or believed to be present. (See Maximum Values Average Values CAS (include units) (include units) Number Number Grab Sample Taken Grab Sample of Storm (if During Taken During Events Pollutant available) First 30 Minutes First 30 Minutes Sampled Sources of Pollutants none 4 4 4- 4 4-W I
4. Provide data for the storm event s) which resulted in the maximum values for the flow weighted composite sample.
1. 2. 3. 4. 5. 6. 7. 8.

Total flow Duration Total rainfall Number of hours between Maximum flow rate from rain Form of Date of of Storm during storm beginning of storm during rain event event (gallons Season Precipitation Storm (in event measured and end of (gallons per minute or specify Sample (rainfall, Event minutes) (in inches) previous measurable event or specify units) units Was taken snowmelt) 5/18/10 525 0.5 144 10 gpm 7757 gal spring rainfall

5. Provide a description of the method of flow measurement or estimate.

Visual estimate I

2

3800-PM-WSFRO000p Rev. 3/2006 Applicant Name: Exelon Generation Company, LLC Outfall: 003 O 1pennsytvania COMMONWEALTH OF PENNSYLVANIA DEPARTMENT.OF PROTECTION ENVIRONMENTAL DEPARTMENT OF ENVIRONMENTAL PROTECTION BUREAU OF WATER STANDARDS AND FACILITY REGULATION STORMWATER SAMPLING DATA TABLE MODULE 13 Before completing this form, read the step-by-step instructions provided in Appendix 1.

AOPLICANT NAME.

  • Exelon Generation Company, LLC OUTFALL NUMBER RPEETTIEOTAL I UBRS _ _ _I
1. Provide the results of at least one analysis for every pollutant in this table. See Appendix 1.

Maximum Values Average Values CAS (include units) (include units) Number Number Grab Sample of Storm (it Grab Sample Taken Taken During Events Pollutant available) During First 30 Minutes First 30 Minutes Sampled Sources of Pollutants Oil and Grease 050 1 Biological Oxygen Demand (BODS)

Chemical Oxygen 1 Demand (COD)

Total Suspended Solids (TSS)

Total Kjeldahl Nitrogen **~~~ 1 Nitrate plus Nitrite 1

-Nlitrogen Sotal Phosphorus +

0.f3 ng _ - 4 4 1 4 pH (min,/Max.) 1

2. List each pollutant that is limited by an ELG which the facility is subject to or any pollutant listed in the facilitys NPDES permit for its process wastewater (if the facility is operating under an existing NPDES permit). See the instructions for additional details and requirements._____ ________________

Maximum Values Average Values CAS (include units) (include units) Number Number Grab Sample Taken Grab Sample of Storm (if During Taken During Events Pollutant available) First 30 Minutes First 30 Minutes Sampled Sources of Pollutants Dissolved Iron 0.6 1 _______________

3800-PM-WSFROO08p Rev. 3/2006 Applicant Name: Exelon Generation Company, LLC Module 13 Outfall: 003

3. List each pollutant shown in Table 3 and Pollutant Groups 1-6 that is known or believed to be present. (See Appendix 1.)

Maximum Values Average Values CAS (include units) (include units) Number Number Grab Sample Taken Grab Sample of Storm (if During Taken During Events Pollutant available) First 30 Minutes First 30 Minutes Sampled Sources of Pollutants none

-I I RI IL -

I* I t 'I

4. Provide data for the storm event s) which resulted in the maximum values for the flow weighted composite sample.
1. 2. 3. 4. 5. 6. 7. 8.

Total flow Duration Total rainfall Number of hours between Maximum flow rate from rain Form of Date of of Storm during storm beginning of storm during rain event event (gallons Season Precipitation Storm (in event measured and end of (gallons per minute or specify Sample (rainfall, Event minutes) (in inches) previous measurable event or specify units) units Was taken snowmelt) 5/18/10 525 0.5 144 10 gpm 2075 gal spring rainfall

5. Provide a description of the method of flow measurement or estimate.

Visual estimate 3800-PM-WSFROOO8p Rev. 3/2006 Applicant Name: Exelon Generation Company, LLC M9Ue13 Outfall: 008

,ofpennsylvania DEPARTMENT OFENVIRONMENTAL PROTECTION COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION BUREAU OF WATER STANDARDS AND FACILITY REGULATION STORMWATER SAMPLING DATA TABLE MODULE 13 Before completing this form, read the step-by-step instructions provided in Appendix 1.

,APPLICANT AME Exelon Generation Company, LLC OUTFALL NUMBER,* 008 REPRESENTATIVE OUTFALL NUMBER(S) 7006, 007, 009

1. Provide the results of at least one analysis for every pollutant in this table. See Appendix 1.

Maximum Values Average Values GAS (include units) (include units) Number Number Grab Sample of Storm (if Grab Sample Taken Taken During Events Pollutant available) During First 30 Minutes First 30 Minutes Sampled Sources of Pollutants Oil and Grease <5 mg/I 1 Biological Oxygen <2 mg/I 1 Demand (BODS) <2_mg/I_1 Chemical Oxygen <25 mg/I 1 Demand (COD) <25_mgI_1 Total Suspended 1 mg/I 1 Solids (TSS)

Total Kjeldahl <5 mg/I 1 Nitrogen Nitrate plus Nitrite J'Nitroaen <1 mg/I 1

-Niroie W otal Phosphorus 0.10 mg/I 1 pH (min./Max.) 1 18.03 1 1 1 1

2. List each pollutant that is limited by an ELG which the facility is subject to or any pollutant listed in the facility's NPDES permit for its process wastewater (if the facility is operating under an existing NPDES permit). See the instructions for additional details and requirements.

Maximum Values Average Values CAS (include units) (include units) Number Number Grab Sample Taken Grab Sample of Storm (if During Taken During Events Pollutant available) First 30 Minutes First 30 Minutes Sampled Sources of Pollutants Dissolved Iron _ <0.02 mg/I I_- _1 I 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3800-PM-WSFROO08p Rev. 3/2006 Applicant Name: Exelon Generation Company, LLC Module 13 Outfall: 008

3. List each pollutant shown in Table 3 and Pollutant Groups 1-6 that is known or believed to be present. (See Appendix 1.) _________

Maximum Values Average Values CAS (include units) (include units) Number Number Grab Sample Taken Grab Sample of Storm (if During Taken During Events Pollutant available) First 30 Minutes First 30 Minutes Sampled Sources of Pollutants none

__ _ _ I _ I _ _ _ _ 1. _ _ _ 1 _ _ 1. _ _ ___I

+ + 4- 4 +

+ + 4- 4 4.

4 4 4- 4 4-4 4 + 4 +

4 4 + 4 +

4. Provide data for the storm event s) which resulted in the maximum values for the flow weighted composite sample.
1. 2. 3. 4. 5. 6. 7. 8.

Total flow Duration Total rainfall Number of hours between Maximum flow rate from rain Form of Date of of Storm during storm beginning of storm during rain event event (gallons Season Precipitation Storm (in event measured and end of (gallons per minute or specify Sample (rainfall, Event minutes) (in inches) previous measurable event or specify units) units Was taken snowrelt) 5/18/10 525 0.5 144 10 gpm 16088 gal spring rainfall

5. Provide a description of the method of flow measurement or estimate.

Visual estimate 3800-PM-WSFRO008p Rev. 3/2006 Applicant Name: Exelon Generation Company, LLC Mg**e 13 Outfall: 021

_ pennsylvania COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION BUREAU OF WATER STANDARDS AND FACILITY REGULATION STORMWATER SAMPLING DATA TABLE MODULE 13 Before completing this form, read the step-by-step instructions provided in Appendix 1.

,APPLICANTNAME

  • j Exelon Generation Company, LLC OUTFALL*NUMBER, 021 REPRESENTATIVE OUTFALL NUMBER(S)* N/A
1. Provide the results of at least one analysis for every pollutant in this table. See Appendix 1.

Maximum Values Average Values CAS (include units) (include units) Number Number Grab Sample of Storm (if Grab Sample Taken Taken During Events Pollutant available) During First 30 Minutes First 30 Minutes Sampled Sources of Pollutants Oil and Grease <5 mg/I 1 Biological Oxygen <2 mg/I 1 Demand (BODS)

Chemical Oxygen <25 mg/I 1 Demand (COD)

Total Suspended 23 mg/I 1 Solids (TSS)

Total Kjeldahl <5 mg/1 1 Nitrogen I Nitrate plus Nitrite 3.72 mg/I 1

.Nitroqen

-- t

.otal Phosphorus 0.16 mg/I 1 pH (min./Max.) 7.90 1

2. List each pollutant that is limited by an ELG which the facility is subject to or any pollutant listed in the facility's NPDES permit for its process wastewater (if the facility is operating under an existing NPDES permit). See the instructions for additional details and requirements.

Maximum Values Average Values CAS (include units) (include units) Number Number Grab Sample Taken Grab Sample of Storm (if During Taken During Events Pollutant available) First 30 Minutes First 30 Minutes Sampled Sources of Pollutants Dissolved Iron <0.02 ml 1/

3800-PM-WSFROO08p Rev. 3/2006 Applicant Name: Exelon Generation Company, LLC Module 13 Outfall: 021

3. List each pollutant shown in Table 3 and Pollutant Groups 1-6 that is known or believed to be present. (See Appendix_1.) ___________ ______________________

Maximum Values Average Values CAS (include units) (include units) Number Number Grab Sample Taken Grab Sample of Storm (if During Taken During Events Pollutant available) First 30 Minutes First 30 Minutes Sampled Sources of Pollutants none 4 4 4 4 4-

4. Provide data for the storm event s) which resulted in the maximum values for the flow weighted composite sample.

1 2. 3. 4. 5. 6. 7. 8.

Total flow Duration Total rainfall Number of hours between Maximum flow rate from rain Form of Date of of Storm during storm beginning of storm during rain event event (gallons Season Precipitation Storm (in event measured and end of (gallons per minute or specify Sample (rainfall, Event minutes) (in inches) previous measurable event or specify units) units Was taken snowmelt) 5/18/10 525 0.5 144 15 gpm 51804 gal spring rainfall

__ LI I-

___ I 4

_____ I 4

____ I 4

___ I 4

__ I 4

5. Provide a description of the method of flow measurement or estimate.

Visual estimate The Following Appendixes Are Omitted:

  • APPENDIX A - PCC and SPCC PLANS
  • APPENDIX B - Material Safety Data Sheets

" APPENDIX C - Laboratory Reports

APPENDIX D Act 14 Notifications & Newspaper Notices

THE MERCURY Publishers of The Mercury, The Penny Pincher and Real Estate Today PROOF OF PUBLICATION OF NOTICE Under Act No. 587, Approved May 6, 1929 STATE OF PENNSYLVANIA COUNTY OF MONTGOMERY SS:

Mary Ann Matalavage, of The Mercury, of the County and State aforesaid, being duly sworn, deposes and says that TIlE MERCURY, a newspaper of general circulation published at 24 N.

Hanover Street, Borough of Pottstown, County and State aforesaid, was established September 29, 1931 since which time, TilE MERCURY has been regularly issued in said County, and that the printed notice of publication attached hereto is exactly the samne as printed and published in the regular editions and issues of thie said TIlE MERCURY on the following dates; viz.

-j'

  • j . 1 - -/ WY Affiant further deposes that he/she is duly authorized by THE MERCURY, a newspaper of general circulation, to verify the foregoing statement under oath, and affiant is not interested in the subject matter of the aforesaid notice of advertisement, and that all allegations in the foregoing statements as to time, place and character of publication are true.

Copy of Notfic or Puablicmtfon b1i L fl& L d Mary' A# Matalavage, Classified Nfanager T-.OrSworn to and subscribed before me this day of _ _,2010.

Notary Public My Commission Expires:

Commonwealth of Pennsylvania Notary Seal Cindy L. Eisenhauer, Notary Public Pottstown Borough, Montgomery County My Commission ends March 9, 2013 Member, Pennsylvania Association ot Notaries

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'xe g Nuclear November 12, 2010 Chairperson, Limerick Township Board of Supervisors 646 West Ridge Pike Limerick, PA 19468

Subject:

NPDES Permit Renewal for Limerick Generating Station, PA0051926

Dear Officials:

Please find enclosed one copy of the National Pollutant Discharge Elimination System (NPDES) permit renewal application for Exelon's Limerick Generating Station (LGS). This is being sent to you at the request of the Pennsylvania Department of Environmental Protection (PADEP).

If you have any questions concerning the application, please contact Mr. Chris Conroy at (610)-

718-2513.

Sincerely, Original signed by Edward W. Callan Plant Manager Limerick Generating Station

Enclosure:

NPDES Renewal Application

Nuclear November 12, 2010 Manager, East Coventry Township 855 Ellis Woods Road Pottstown, PA 19465

Subject:

NPDES Permit Renewal for Limerick Generating Station, PA0051926

Dear Officials:

Please find enclosed one copy of the National Pollutant Discharge Elimination System (NPDES) permit renewal application for Exelon's Limerick Generating Station (LGS). This is being sent to you at the request of the Pennsylvania Department of Environmental Protection (PADEP).

If you have any questions concerning the application, please contact Mr. Chris Conroy at (610)-

718-2513.

Sincerely, Original signed by Edward W. Callan Plant Manager Limerick Generating Station

Enclosure:

NPDES Renewal Application

E.xekr~n.,

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Sainatoga Ro~dNu PA Act 14 P.L 834 August 13, 2010 Chairperson, Chester County Commissioners 2 N. High Street, Suite 512 PO Box 2748 West Chester, PA 19380-0991 Manger, East Coventry Township 855 Ellis Woods Road Pottstown, PA 19465

Subject:

NPDES Permit Renewal for Limerick Generating Station, PA0051926

Dear Officials:

S Pursuant to PA Act 14, P.L. 834, this letter is to notify you that Exelon Generation Company, LLC (Exelon) will be filing an application with the Pennsylvania Department of Environmental Protection (PADEP) for the renewal of the National Pollutant Discharge Elimination System (NPDES) permit for its Limerick Generating Station (LGS). Renewal of the permit is required to continue the discharge of industrial wastewater and storm water from the facility to surface water bodies in a manner that meets PADEP's requirements.

Act 14, which amended the Commonwealth's Administrative Code (effective April 17, 1984),

and Acts 67, 68 and 127, which amended the Municipalities Planning Code, requires every applicant for a new, amended or renewed NPDES permit to give written notice to each municipality and county in which the facility is located. State agencies may rely upon comprehensive plans and zoning ordinances under certain conditions described in Sections 619.2 and 1105 of the Municipalities Planning Code.

The generating station is located in Limerick and Lower Pottsgrove Townships, Montgomery County, while the pipeline that discharges industrial wastewater is located in the Schuylkill River, which is located in East Coventry Township, Chester County. Each of these municipalities and counties is being similarly notified.

Enclosed is a completed General Information Form (GIF) for your review. If you wish to submit comments for PADEP to consider in its review of Exelon's application, please do so within 30 days to the PADEP regional office listed below. If there are no comments received by the end of the comment period, PADEP will assume that you have no comments and will proceed with the normal application review process.

The address for submittal of comments is as follows:

Pennsylvania Department of Environmental Protection Southeast Regional Office Attention: Ms. Jenifer Fields, P.E., Regional Manager Water Management 2 East Main Street Norristown, PA 19401 If you have any questions concerning the application, please contact Mr. Chris Conroy at (610)-

718-2513.

Sincerely, Edward W. Callan Plant Manager Limerick Generating Station

Enclosure:

General Information Form

Bcc: W. Maguire - GML 5-1 E. Callan - GML 5-1 P. Gardner - GML 5-1 J. Hunter III - SSB 2-4 C. Cooney - SSB 2-2 L. Birkmire - SSB 2-2 C. Gibson - KSA

' pennsylvania COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION GENERAL INFORMATION FORM - AUTHORIZATION APPLICATION Before completing this General Information Form (GIF), read the step-by-step instructions provided in this application package.

This version of the General Information Form (GIF) must be completed and returned with any program-specific application being submitted to the Department.

Related ID#s (If Known)

Client ID# 147686 APS ID# Date Received & General Notes Site lD# 475812 Auth ID#

Facility ID#

DEP Client ID# Client Type / Coc 147686 PACOR Organization Name or Registered Fictitious Name Employer ID# (EIN) Dun & Bradstreet ID#

Exelon Generation Company, LLC 23-3064219 19-674-8938 Individual Last Name First Name MI Suffix SSN Additional Individual Last Name First Name MI Suffix SSN Mailing Address Line 1 Mailing Address Line 2 Limerick Generating Station 3146 Sanatoga Road Address Last Line - City State ZIP+4 Country Pottstown PA 19464 Montgomery Client Contact Last Name First Name MI Suffix Conroy Christopher Client Contact Title Phone Ext Environmental Specialist 610-718-2513 Email Address FAX Christopher. Conroy@ exeloncorp.com 610-718-2721 SITEinlFORIMATIOIW' j OEP Site 10# Site Name 475812 Exelon Generation LLC Limerick EPA ID# Estimated Number of Employees to be Present at Site 832 Description of Site Limerick Generating Station County Name Municipality City Boro Twp State Montogomery Limerick and Lower Pottsgrove ED El County Name Municipality City Boro Twp State Chester East Coventry[E [1 .

Site Location Line 1 Site Location Line 2 3146 Sanatoga Road Site Location Last Line - City State ZIP+4 Pottstown PA 19464 Detailed Written Directions to Site Located off the Sanatoga Road Exit of US 422; west on Evergreen Road to plant entrance Site Contact Last Name First Name MI Suffix Same as client contact Site Contact Title Site Contact Firm Mailing Address Line 1 Mailing Address Line 2

Mailing Address Last Line - City State ZIP+4 Phone Ext FAX Email Address NAICS Codes (Two- & Three-Digit Codes - List All That Apply) 6-Digit Code (Optional) 221 221113 Client to Site Relationship OWNOP 2-IUý INORAIO '

Modification of Existing Facility Yes No

1. Will this project modify an existing facility, system, or activity? [Q
2. Will this project Involve an addition to an existing facility, system, or activity? 11 If "Yes", check all relevant facility types and provide DEP facility identificationnumbers below.

Facility Type DEP Fac ID# Facility Type DEP Fac ID#

[J Air Emission Plant U[ Industrial Minerals Mining Operation nl Beneficial Use (water) 0 Laboratory Location 5 Blasting Operation Land Recycling Cleanup Location E] Captive Hazardous Waste Operation MineOrainageTrmt/LandRecyProjLocation C1 Coal Ash Beneficial Use Operation Municipal Waste Operation

[] Coal Mining Operation Oil & Gas Encroachment Location 0 Coal Pillar Location 0 Oil & Gas Location 5 Commercial Hazardous Waste Operation 0n] Oil & Gas Water Poll Control Facility n Dam Location 0 Public Water Supply System O Deep Mine Safety Operation -Anthracite 0 Radiation Facility E] Deep Mine Safety Operation -Bituminous Residual Waste Operation 5 Deep Mine Safety Operation -Ind Minerals 0 Storage Tank Location E] Encroachment Location (water, wetland) 0 Water Pollution Control Facility

-1 Erosion & Sediment Control Facility Water Resource.

5 Explosive Storage Location [Ew0 Other:

LatitudeLongitude Latitude Longitude Point of Origin Degrees I Minutes Seconds Degrees Minutes Seconds Center of Plant 40 13 34 75 35 115 Horizontal Accuracy Measure Feet 101.3 -or-- Meters Horizontal Reference Datum Code 0 North American Datum of 1927 C5 North American Datum of 1983

[E World Geodetic System of 1984 Horizontal Collection Method Code GISDR Reference Point Code CENTR Altitude Feet 215 --or-- Meters Altitude Datum Name 10 The National Geodetic Vertical Datum of 1929 0 The North American Vertical Datum of 1988 (NAVD88)

Altitude (Vertical) Location Datum Collection Method Code TOPO Geometric Type Code POINT Data Collection Date 07/19/2010 Source Map Scale Number 1 Inch(es) 2000 Feet

--or-- Centimeterls) Meters PROJECT INFORMATIOM .

Project Name NPDES Permit Renewal Application Project Description Submittal of Application to PADEP to renew NPDES Permit to allow discharges of industrial wastewater and stormwater from Limerick Generating Station to surface waters to continue in a manner acceptable to PADEP.

Project Consultant Last Name First Name MI Suffix Dayman John M P,E.

Project Consultant Title Consulting Firm Sr. Project Enaineer URS Corooration Mailing Address Line 1 Mailing Address Line 2 335 Commerce Drive Suite 300 Address Last Line - City State ZIP+4 Fort Washington PA 19034-2623 Phone Ext FAX Email Address 215-367-2570 215-367-1000 johndayman@urscorp.com Time Schedules Project Milestone (Optional)

By 10/02/2010 Submittal of Application 03/31/2011 Expiration of current permit

1. Have you informed the surrounding community and addressed any [ Yes 0I No concerns prior to submitting the application to the Department?
2. Is your project funded by state or federal grants? Yes [ZJ No Note: It"Yes', specify what aspect of the project is related to the grant and provide the grant source, contact person and grant expiration date.

Aspect of Project Related to Grant Grant Source:

Grant Contact Person:

Grant Expiration Date: _ _ _ _ _Yes

3. Is this application for an authorization on Appendix A of the Land Use Yes G3 No Policy? (For referenced list, see Appendix A of the Land Use Policy attached to GIF instructions)

Note: If "No" to Question 3, the application is not subiect to the Land Use Policy.

If "Yes" to Question 3, the application is subject to this policy and the Applicant should answer the additional questions inthe Land Use Information section.

T ~~LANDU ,Ik~dROA:r*

Note: Applicants are encouraged to submit copies of local land use approvals or other evidence of compliance with local comprehensive plans and zoning ordinances.

1. Is there an adopted county or multi-county comprehensive plan? 0I Yes LI No
2. Is there an adopted municipal or multi-municipal comprehensive plan? LI Yes E3 No
3. Is there an adopted county-wide zoning ordinance, municipal zoning 0I Yes EI No ordinance or joint municipal zoning ordinance?

Note: If the Applicant answers "No" to either Questions 1, 2 or 3, the provisions of the PA MPC are not apolicable and the Applicant does not need to respond to questions 4 and 5 below.

If the Applicant answers "Yes" to questions 1, 2 and 3, the Applicant should respond to questions 4 and 5 below.

4. Does the proposed project meet the provisions of the zoning ordinance or 0I Yes LI No does the proposed project have zoning approval? Ifzoning approval has been received, attach documentation.
5. Have you attached Municipal and County Land Use Letters for the project? 0I Yes Q No

fllftI7f~MEAXIOMk~'; INF.'

600INT6 Note: The PA Historical and Museum Commission must be notified of proposed projects in accordance with DEP Technical Guidance Document 012-0700-001 and the accompanying Cultural Resource Notice Form.

If the activity will be a mining project (i.e., mining of coal or industrial minerals, coal refuse disposal and/or the operation of a coal or industrial minerals preparation/processing facility), respond to questions 1.0 through 2.5 below.

If the activity will not be a mining project, skip questions 1.0 through 2.5 and begin with question 3.0.

1.0 Is this a coal mining project? If "Yes", respond to 1.1-1.6. If "No", skip to I Yes [ No Question 2.0. (DEP Use/48yl) 1.1 Will this coal mining project Involve coal preparatlon/ processing Li Yes EI No activities In which the total amount of coal prepared/processed will be equal to or greater than 200 tons/day? (DEP Use/4x70) 1.2 Will this coal mining project involve coal preparation/ processing 0i Yes Li No activities In which the total amount of coal prepared/processed will be greater than 50,000 tons/year? (DEP Use/4x70) 1.3 Will this coal mining project Involve coal preparationl processing Li Yes LI No activities in which thermal coal dryers or pneumatic coal cleaners will be used? (DEP Use/4x70) 1.4 For this coal mining project, will sewage treatment facilities be 0i Yes Li No constructed and treated waste water discharged to surface waters?

(DEP Use/4x62) 1.5 Will this coal mining project Involve the construction of a permanent 0i Yes Li No impoundment meeting one or more of the following criteria: (1) a contributory drainage area exceeding 100 acres; (2) a depth of water measured by the upstream toe of the dam at maximum storage elevation exceeding 15feet; (3)an impounding capacity at maximum storage elevation exceeding 50 acre-feet? (DEP Use/3140) 1.6 Will this coal mining project Involve underground coal mining to be 0i Yes E] ýNo conducted within 500 feet of an oil or gas well? (DEP Use/4z41) 2.0 Is this a non-coal (industrial minerals) mining project? If "Yes", respond to Li Yes [ No 2.1-2.6. If"No", skip to Question 3.0. (DEP Use/48y1) 2.1 Will this non-coal (industrial minerals) mining project involve the Li Yes Li No crushing and screening of non-coal minerals other than sand and gravel? (DEP Use/4x70) 2.2 Will this non-coal (industrial minerals) mining project involve the l- Yes i- No crushing and/or screening of sand and gravel with the exception of wet sand and gravel operations (screening only) and dry sand and gravel operations with a capacity of less than 150 tons/hour of unconsolidated materials? (DEP Use/4x70) 2.3 Will this non-coal (industrial minerals) mining project Involve the Li Yes L] No construction, operation and/or modification of a portable non-metallic (i.e., non-coal) minerals processing plant under the authority of the General Permit for Portable Non-metallic Mineral Processing Plants (i.e.,

BAO-PGPA/GP-3)? (DEP Use/4x70) 2.4 For this non-coal (industrial minerals) mining project, will sewage Li Yes Li No treatment facilities be constructed and treated waste water discharged to surface waters? (DEP Use/4x62)

2.5 Will this non-coal (industrial minerals) mining project involve the El Yes El No construction of a permanent Impoundment meeting one or more of the following criteria: (1) a contributory drainage area exceeding 100 acres; (2) a depth of water measured by the upstream toe of the dam at maximum storage elevation exceeding 15 feet; (3) an impounding capacity at maximum storage elevation exceeding 50 acre-feet? (DEP Use/3140) 3.0 Will your project, activity, or authorization have anything to do with a 0- Yes [ No well related to oil or gas production, have construction within 200 feet of, affect an oil or gas well, Involve the waste from such a well, or string power lines above an oil or gas well? If 'Yes", respond to 3.1-3.3. If "No",

skip to Question 4.0. (DEP Use/4z41) 3.1 Does the oil- or gas-related project involve any of the following: [] Yes El No placement of fill, excavation within or placement of a structure, located in, along, across or projecting into a watercourse, floodway or body of water (including wetlands)? (DEP Use/4z41).

3.2 Will the oil- or gas-related project involve discharge of industrial El Yes El No wastewater or stormwater to a dry swale, surface water, ground water or an existing sanitary sewer system or storm water system? If "Yes",

discuss in ProjectDescription. (DEP Use/4z41) 3.3 Will the oil- or gas-related project involve the construction and operation 0l Yes El No of industrial waste treatment facilities? (DEP Use/4z41) 4.0 Will the project Involve a construction activity that results in earth I] Yes [ No disturbance? If "Yes", specify the total disturbed acreage. (DEP Use/4x66) 4.0.1 Total Disturbed Acreage 5.0 Does the project involve any of the following? El Yes [ No If "Yes", respond to 5.1-5.3. If "No", skip to Question 6.0. (DEP Use/4x10) 5.1 Water Obstruction and Encroachment Projects - Does the project El Yes El No Involve any of the following: placement of fill, excavation within or placement of a structure, located In, along, across or projecting into a watercourse, floodway or body of water? (DEP Use /4x10).

5.2 Wetland Impacts - Does the project involve any of the following: El Yes E] No placement of fill, excavation within or placement of a structure, located in, along, across or projecting Into a wetland? (DEP Use/4x10).

5.3 Floodplain Projects by the commonwealth, a Political Subdivision of the 0l Yes El No commonwealth or a Public Utility - Does the project Involve any of the following: placement of fill, excavation within or placement of a structure, located in, along, across or projecting Into a floodplain? (DEP Use /4x10).

6.0 Will the project involve discharge of stormwater or wastewater from an [ Yes El No Industrial activity to a dry swale, surface water, ground water or an existing sanitary sewer system or separate storm water system? (DEP Use/4x62) 7.0 Will the project involve the construction and operation of industrial El Yes [ No waste treatment facilities? (DEP Use/4x62) 8.0 Will the project involve construction of sewage treatment facilities, El Yes [ No sanitary sewers, or sewage pumping stations? It "Yes", indicate estimated proposed flow (gal/day). Also, discuss the sanitary sewer pipe sizes and the number of pumping stations/treatment facilities/name of downstream sewage facilities in the Project Description,where applicable. (DEP Use/4x62) 8.0.1 Estimated Proposed Flow (gat/day)

@~

9.0 Will the project involve the subdivision of land, or the generation of 800 0 Yes [ No gpd or more of sewage on an existing parcel of land or the generation of an additional 400 gpd of sewage on an already-developed parcel, or the generation of 800 gpd or more of industrial wastewater that would be discharged to an existing sanitary sewer system? (DEP Use/4x61).

9.0.1 Was Act 537 sewage facilities planning submitted and El Yes El No approved by DEP? If "Yes" attach the approval letter. Approval required prior to 105/NPDES approval.

10.0 Is this project for the beneficial use of blosolids for land application El Yes [ No within Pennsylvania? If "Yes" indicate how much (i.e. gallons or dry tons per year). (DEP Use/4X62) 10.0.1 Gallons Per Year (residential septage) 10.0.2 Dry Tons Per Year (blosollds) 11.0 Does the project involve construction, modification or removal of a dam? El Yes [ No If "Yes", identify the dam. (DEP Use/3140) 11.0.1 Dam Name 12.0 Will the project Interfere with the flow from, or otherwise impact, a dam? El Yes [ No If "Yes", identify the dam. (DEP Use/3140) 12.0.1 Dam Name 13.0 Will the project involve operations (excluding during the construction El Yes [ No period) that produce air emissions (i.e., NOX, VOC, etc.)? If "Yes", identify each type of emission followed by the amount of that emission. (DEP Use/4x70) 13.0.1 Enter all types & amounts of emissions; separate each set with semicolons.

14.0 Does the project include the construction or modification of a drinking El Yes 10 No water supply to serve 15 or more connections or 25 or more people, at least 60 days out of the year? If 'Yes", check all proposed sub-facilities.

(DEP Use/4x81) 14.0.1 Number of Persons Served 14.0M2 Number of Employee/Guests 14.0.3 Number of Connections 14.0.4 Sub-Fac: Distribution System C] Yes El No 14.0.5 Sub-Fac: Water Treatment Plant El Yes C] No 14.0.6 Sub-Fac: Source El Yes C] No 14.0.7 Sub-Fac: Pump Station El Yes El No 14.0.8 Sub Fac: Transmission Main El Yes C1 No 14.0.9 Sub-Fac: Storage Facility [I Yes 17 No 15.0 Will your project include infiltration of storm water or waste water to 0l Yes [ No ground water within one-half mile of a public water supply well, spring or infiltration gallery? (DEP Use/4x81) and 4x52).

16.0 Is your project to be served by an existing public water supply? If "Yes", El Yes [ No indicate name of supplier, and attach letter from supplier stating that it will serve the project. (DEP Use/4x81) 16.0.1 Supplier's Name 16.0.2 Letter of Approval from Supplier is Attached E- Yes El No 17.0 Will this project Involve a new or increased drinking water withdrawal El Yes [ No from a stream or other water body? If "Yes", should reference both Water Supply and Watershed Management. (DEP Use/4x81 and 4x10) 17.0.1 Stream Name 18.0 Will the construction or operation of this project involve treatment, 0l Yes [ No storage, reuse, or disposal of waste? If "Yes", indicate what type (i.e.,

hazardous, municipal (including infectious & chemotherapeutic), residual) and the amount to be treated, stored, re-used or disposed. (DEP/Use4x32) 18.0.1 Type & Amount _

19.0 Will your project Involve the removal of coal, minerals, etc. as part of any El Yes [ No earth disturbance activities? (DEP Use/48yl) 20.0 Does your project involve installation of a field constructed underground El Yes [ No storage tank? If "Yes", list each Substance & its Capacity. Note: Applicant may need a Storage Tank Site Specific Installation Permit. (DEP Use/2570) 20.0.1 Enter all substances &

capacity of each; separate each set with semicolons.

21.0 Does your project Involve Installation of an aboveground storage tank El Yes [ No greater than 21,000 gallons capacity at an existing facility? If "Yes", list each Substance & its Capacity. Note: Applicant may need a Storage Tank Site Specific Installation Permit. (DEP Use/2570) 21.0.1 Enter all substances &

capacity of each; separate each set with semicolons.

22.0 Does your project involve Installation of a tank greater than 1,100 gallons E Yes [ No which will contain a highly hazardous substance as defined in DEP's Regulated Substances List, 2570-BK-DEP2724? If "Yes", list each Substance & its Capacity. Note: Applicant may need a Storage Tank Site Specific Installation Permit. (DEP Use/2570) 22.0.1 Enter all substances &

capacity of each; separate each set with semicolons.

23.0 Does your project involve installation of a storage tank at a new facility El Yes [ No with a total AST capacity greater than 21,000 gallons? If "Yes", list each Substance & its Capacity. Note: Applicant may need a Storage Tank Site Specific Installation Permit. (DEP Use/2570) 0 23.0.1 Enter all substances &

capacity of each; separate each set with semicolons.

24.0 Will the intended activity involve the use of a radiation source? (DEP El Yes [ No Uset4x90).

I certify that I have the authority to submit this application on behalf of the applicant named herein and that the information provided In this application is true and correct to the best of my knowledge and information.

Type or Print Name Edward W. Callan Plant Manager - LGS Signature Title Date

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_______Exelon 314t6 Sanatoga Road Umenk S 'O10T)yvw,,ýý!xeoow-,)Nuclear P,)ttstovn, PA i9464 PA Act 14 P.L. 834 August 13, 2010 Chairperson, Montgomery County Commissioners Montgomery County Courthouse PO Box 311 Norristown, PA 19404-0317 Chairperson, Limerick Township Board of Supervisors 646 West Ridge Pike Limerick, PA 19468 President, Lower Pottsgrove Board of Commissioners 2199 Buchert Road Pottstown, PA 19464

Subject:

NPDES Permit Renewal for Limerick Generating Station, PA0051926 6

Dear Officials:

Pursuant to PA Act 14, P.L. 834, this letter is to notify you that Exelon Generation Company, LLC (Exelon) will be filing an application with the Pennsylvania Department of Environmental Protection (PADEP) for the renewal of the National Pollutant Discharge Elimination System (NPDES) permit for its Limerick Generating Station (LGS). Renewal of the permit is required to continue the discharge of industrial wastewater and storm water from the facility to surface water bodies in a manner that meets PADEP's requirements.

Act 14, which amended the Commonwealth's Administrative Code (effective April 17, 1984),

and Acts 67, 68 and 127, which amended the Municipalities Planning Code, requires every applicant for a new, amended or renewed NPDES permit to give written notice to each municipality and county in which the facility is located. State agencies may rely upon comprehensive plans and zoning ordinances under certain conditions described in Sections 619.2 and 1105 of the Municipalities Planning Code.

The generating station is located in Limerick and Lower Pottsgrove Townships, Montgomery County, while the pipeline that discharges industrial wastewater is located in the Schuylkill River, which is located in East Coventry Township, Chester County. Each of these municipalities and counties is being similarly notified.

Enclosed is a completed General Information Form (GIF) for your review. If you wish to submit comments for PADEP to consider in its review of Exelon's application, please do so within 30 days to the PADEP regional office listed below. If there are no comments received by the end of the comment period, PADEP will assume that you have no comments and will proceed with the normal application review process.

The address for submittal of comments is as follows:

Pennsylvania Department of Environmental Protection Southeast Regional Office Attention: Ms. Jenifer Fields, P.E., Regional Manager Water Management 2 East Main Street Norristown, PA 19401 If you have any questions concerning the application, please contact Mr. Chris Conroy at (610)-

718-2513.

Sincerely, Edward W, Callan Plant Manager Limerick Generating Station

Enclosure:

General Information Form

Bcc: W. Maguire - GML 5-1 E. Callan - GML 5-1 P. Gardner - GML 5-1 J, Hunter III - SSB 2-4 C. Cooney - SSB 2-2 L. Birkmire - SSB 2-2 C. Gibson - KSA

pennsylvania TC* *1'** *wcn* COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION GENERAL INFORMATION FORM - AUTHORIZATION APPLICATION Before completing this General Information Form (GIF), read the step-by-step instructions provided In this application package.

This version of the General Information Form (GIF) must be completed and returned with any program-specific application being submitted to the Department.

Related ID#s (If Known) `,DEPi usExO Client ID# 147686 APS ID# Date Received &General Notes Site ID# 475812 Auth 10#

Facility ID#

DEP Client 10# Client Type I Code 147686 PACOR Organization Name or Registered Fictitious Name Employer ID# (EIN) Dun & Bradstreet ID#

Exelon Generation Company, LLC 23-3064219 19-674-8938 Individual Last Name First Name MI Suffix SSN Additional Individual Last Name First Name MI Suffix SSN Mailing Address Line 1 Mailing Address Line 2 Limerick Generating Station 3146 Sanatoga Road Address Last Line - City State ZIP+4 Country Pottstown PA 19464 Montgomery Client Contact Last Name First Name MI Suffix Conroy Christopher Client Contact Title Phone Ext Environmental Specialist 610-718-2513 Email Address FAX Christopher.Conroy@ exeloncorp.com.. 610-718-2721 S SFIIFqRMATII>

DEP Site 10# Site Name 475812 Exelon Generation LLC Limerick EPA ID# Estimated Number of Employees to be Present at Site 832 Description of Site Limerick Generating Station County Name Municipality City Boro Twp State Montogomery Limerick and Lower Pottsgrove[1 11 0 County Name Municipality City Boro Twp State Chester East Coventry El El 0 Site Location Line 1 Site Location Line 2 3146 Sanatoga Road Site Location Last Line - City State ZIP+4 Pottstown PA 19464 Detailed Written Directions to Site Located off the Sanatoga Road Exit of US 422; west on Evergreen Road to plant entrance Site Contact Last Name First Name MI Suffix Same as client contact Site Contact Title Site Contact Firm Mailing Address Line 1 Mailing Address Line 2

Oo Mailing Address Last Line - City State ZIP+4 Phone Ext FAX Email Address NAICS Codes (Two- &Three-Digit Codes - List All That Apply) 6-Digit Code (Optional) 221 221113 Client to Site Relationship OWNOP Modification of Existing Facility Yes No

1. Will this project modify an existing facility, system, or activity? E] 0
2. Will this project Involve an addition to an existing facility, system, or activity? 5 0 If "Yes, check all relevant facility types andprovide DEP facility identificationnumbers below.

Facility Type DEP Fac ID# Facility Type DEP Fac ID#

- Air Emission Plant _ _ Induistrial Minerals Mining Operation O Beneficial Use (water) 0 C1 Laboratory Location

[ Blasting Operation 0 Land Recycling Cleanup Location 0] Captive Hazardous Waste Operation MlneDrainageTrmt/LandRecyProjLocation O Coal Ash Beneficial Use Operation Municipal Waste Operation O Coal Mining Operation 0 Oil & Gas Encroachment Location 0

0C1 0 Coal Pillar Location Oil & Gas Location O Commercial Hazardous Waste Operation Oil & Gas Water Poll Control Facility

[J Dam Location 0 Public Water Supply System O Deep Mine Safety Operation -Anthracite 0 Radiation Facility 5 Deep Mine Safety Operation -Bituminous Residual Waste Operation OB-1 O Deep Mine Safety Operation -Ind Minerals Storage Tank Location O Encroachment Location (water, wetland) El Water Pollution Control Facility F- Erosion & Sediment Control Facility Water Resource E[ Explosive Storage Location Other Latitude/Longitude Latitude Longitude Point of Origin Degrees I Minutes Seconds Degrees Minutes Seconds Center of Plant 40 13 34 75 35 15 Horizontal Accuracy Measure Feet 101.3 --or-- Meters Horizontal Reference Datum Code 0 North American Datum of 1927 O North American Datum of 1983 El World Geodetic System of 1984 Horizontal Collection Method Code GISDR Reference Point Code CENTR Altitude Feet 215 --or-- Meters Altitude Datum Name 0 The National Geodetic Vertical Datum of 1929 13 The North American Vertical Datum of 1988 (NAVD88)

Altitude (Vertical) Location Datum Collection Method Code TOPO Geometric Type Code POINT Data Collection Date 07/1912010 Source Map Scale Number 1 Inch(es) 2000 Feet

-- o--Centimeter(sl Meters Project Name NPDES Permit Renewal Application Project Description Submittal of Application to PADEP to renew NPDES Permit to allow discharges of industrial wastewater and stormwater from Limerick Generating Station to surface waters to continue in a manner acceptable to PADEP.

Project Consultant Last Name First Name MI Suffix Dayman John M P.E.

Project Consultant Title Consulting Firm Sr. Proiect Enaineer URS Comoration Mailing Address Line I Mailing Address Line 2 335 Commerce Drive Suite 300 Address Last Line - City State ZIP+4 Fort Washington PA 19034-2623 Phone Ext FAX Email Address 215-367-2570 215-367-1000 john-dayman@urscorp.com Time Schedules Project Milestone (Optional)

By 10/02/2010 Submittal of Application 03/31/2011 Expiration of current permit

1. Have you Informed the surrounding community and addressed any [ Yes El No concerns prior to submitting the application to the Department?
2. Is your project funded by state or federal grants? 0 Yes [ No Note: If "Yes", specify what aspect of the project is related to the grant and provide the grant source, contact person and grant expiration date.

Aspect of Project Related to Grant Grant Source:

Grant Contact Person:

Grant Expiration Date:

3. Is this application for an authorization on Appendix A of the Land Use U Yes [ No Policy? (For referenced list, see Appendix A of the Land Use Policy attached to GIF Instructions) 0 Note: If 'No" to Question 3, the application is not subiect to the Land Use Policy.

If "Yes" to Question 3, the application Is subject to this policy and the Applicant should answer the additional auestions in the Land Use Information section.

'~'"~A' ILAND US~IRFORMAT1O~&  :

Note: Applicants are encouraged to submit copies of local land use approvals or other evidence of compliance with local comprehensive plans and zoning ordinances.

1. Is there an adopted county or multi-county comprehensive plan? 0 Yes El No
2. Is there an adopted municipal or multi-municipal comprehensive plan? 0 Yes U No
3. Is there an adopted county-wide zoning ordinance, municipal zoning 0 Yes U No ordinance or joint municipal zoning ordinance?

Note: Ifthe Applicant answers 'No" to either Questions 1, 2 2E 3, the provisions of the PA MPC are not applicable and the Applicant does not need to respond to questions 4 and 5 below.

Ifthe Applicant answers "Yes" to questions 1, 2 aAn 3, the Applicant should respond to questions 4 and 5 below.

4. Does the proposed project meet the provisions of the zoning ordinance or 0 Yes 0 No does the proposed project have zoning approval? If zoning approval has been received, attach documentation.
5. Have you attached Municipal and County Land Use Letters for the project? 0 Yes 0 No

Note: The PA Historical and Museum Commission must be notified of proposed projects in accordance with DEP Technical Guidance Document 012-0700-001 and the accompanying Cultural Resource Notice Form.

If the activity will be a mining project (i.e., mining of coal or industrial minerals, coal refuse disposal and/or the operation of a coal or industrial minerals preparation/processing facility), respond to questions 1.0 through 2.5 below.

If the activity will not be a mining project, skip questions 1.0 through 2.5 and begin with question 3.0.

1.0 Is this a coal mining project? If "Yes", respond to 1.1-1.6. If "No", skip to 0 Yes [ No Question 2.0. (DEP Use/48yi) 1.1 Will this coal mining project Involve coal preparation/ processing 0l Yes 0 No activities In which the total amount of coal prepared/processed will be equal to or greater than 200 tons/day? (DEP Use/4x70) 1.2 Will this coal mining project involve coal preparation/ processing 0 Yes [J No activities In which the total amount of coal prepared/processed will be greater than 50,000 tons/year? (DEP Use/4x70) 1.3 Will this coal mining project Involve coal preparatlon/ processing 0 Yes El No activities In which thermal coal dryers or pneumatic coal cleaners will be used? (DEP Use/4x70) 1.4 For this coal mining project, will sewage treatment facilities be 0 Yes 0l No constructed and treated waste water discharged to surface waters?

(DEP Use/4x62) 1.5 Will this coal mining project Involve the construction of a permanent 0 Yes C] No impoundment meeting one or more of the following criteria: (1) a contributory drainage area exceeding 100 acres; (2) a depth of water measured by the upstream toe of the dam at maximum storage elevation exceeding 15 feet; (3) an impounding capacity at maximum storage elevation exceeding 50 acre-feet? (DEP Use/3140) 1.6 Will this coal mining project Involve underground coal mining to be [] Yes C] No conducted within 500 feet of an oil or gas well? (DEP Use/4z41) 2.0 Is this a non-coal (industrial minerals) mining project? If "Yes", respond to 0l Yes [ No 2.1-2.6. If"No", skip to Question 3.0. (DEP Use/48y1) 2.1 Will this non-coal (industrial minerals) mining project Involve the El Yes [I No crushing and screening of non-coal minerals other than sand and gravel? (DEP Use/4x70) 2.2 Will this non-coal (industrial minerals) mining project Involve the El Yes [I No crushing and/or screening of sand and gravel with the exception of wet sand and gravel operations (screening only) and dry sand and gravel operations with a capacity of less than 150 tons/hour of unconsolidated materials? (DEP Use/4x70) 2.3 Will this non-coal (industrial minerals) mining project involve the 0 Yes El No construction, operation and/or modification of a portable non-metallic (i.e., non-coal) minerals processing plant under the authority of the General Permit for Portable Non-metallic Mineral Processing Plants (i.e.,

BAQ-PGPA/GP-3)? (DEP Use/4x70) 2.4 For this non-coal (industrial minerals) mining project, will sewage El Yes 0 No treatment facilities be constructed and treated waste water discharged to surface waters? (DEP Use/4x62)

2.5 Will this non-coal (industrial minerals) mining project involve the Li Yes Li No construction of a permanent impoundment meeting one or more of the following criteria: (1) a contributory drainage area exceeding 100 acres; (2) a depth of water measured by the upstream toe of the dam at maximum storage elevation exceeding 15 feet; (3) an impounding capacity at maximum storage elevation exceeding 50 acre-feet? (DEP Use/3140) 3.0 Will your project, activity, or authorization have anything to do with a 0. Yes [ No well related to oil or gas production, have construction within 200 feet of, affect an oil or gas well, involve the waste from such a well, or string power lines above an oil or gas well? If "Yes", respond to 3.1-3.3. If "No",

skip to Question 4.0. (DEP Use/4z41) 3.1 Does the oil- or gas-related project involve any of the following: 0i Yes 0i No placement of fill, excavation within or placement of a structure, located in, along, across or projecting into a watercourse, floodway or body of water (including wetlands)? (DEP Use/4z41) 3.2 Will the oil- or gas-related project involve discharge of industrial 13 Yes 0 No wastewater or stormwater to a dry swale, surface water, ground water or an existing sanitary sewer system or storm water system? If "Yes",

discuss in Project Description. (DEP Use/4z4l) 3.3 Will the oil- or gas-related project involve the construction and operation i3 Yes L] No of Industrial waste treatment facilities? (DEP Use/4z41) 4.0 Will the project involve a construction activity that results in earth 0i Yes 0 No disturbance? If "Yes", specify the total disturbed acreage. (DEP Use/4x66) 5.0 4.0.1 Total Disturbed Acreage Does the project Involve any of the following?

If "Yes", respond to 5.1-5.3. If "No", skip to Question 6.0. (DEP Use/4x10)

[] Yes 0 No C 5.1 Water Obstruction and Encroachment Projects - Does the project 0 Yes El No involve any of the following: placement of fill, excavation within or placement of a structure, located in, along, across or projecting into a watercourse, floodway or body of water? (DEP Use/4x10).

5.2 Wetland Impacts - Does the project involve any of the following: C3 Yes Li No placement of fill, excavation within or placement of a structure, located in, along, across or projecting into a wetland? (DEP Use/4xlO).

5.3 Floodplain Projects by the commonwealth, a Political Subdivision of the El Yes [I No commonwealth or a Public Utility - Does the project Involve any of the following: placement of fill, excavation within or placement of a structure, located in, along, across or projecting into a floodplain? (DEP Use /4x1 0).

6.0 Will the project involve discharge of stormwater or wastewater from an 0 Yes 0I No industrial activity to a dry swale, surface water, ground water or an existing sanitary sewer system or separate storm water system? (DEP Use/4x62) 7.0 Will the project involve the construction and operation of industrial i Yes 0 No waste treatment facilities? (DEP Use/4x62) 8.0 Will the project involve construction of sewage treatment facilities, [I Yes 0 No sanitary sewers, or sewage pumping stations? If 'Yes", indicate estimated proposed flow (gal/day). Also, discuss the sanitary sewer pipe sizes and the number of pumping stations/treatment facilities/name of downstream sewage facilities in the ProjectDescription,where applicable. (DEP Use/4x62) 8.0.1 Estimated Proposed Flow (gal/day)

9.0 Will the project Involve the subdivision of land, or the generation of 800 El Yes [ No gpd or more of sewage on an existing parcel of land or the generation of an additional 400 gpd of sewage on an already-developed parcel, or the generation of 800 gpd or more of Industrial wastewater that would be discharged to an existing sanitary sewer system? (DEP Use/4x61).

9.0.1 Was Act 537 sewage facilities planning submitted and C1 Yes El No approved by DEP? If 'Yes" attach the approval letter. Approval required prior to 105/NPDES approval.

10.0 Is this project for the beneficial use of biosollds for land application El Yes [ No within Pennsylvania? If "Yes" indicate how much (i.e. gallons or dry tons per year). (DEP Use/4X62) 10.0.1 Gallons Per Year (residential septage) 10.0.2 Dry Tons Per Year (biosolids) 11.0 Does the project involve construction, modification or removal of a dam? El Yes [ No If 'Yes", identify the dam. (DEP Use/3140) 11.0.1 Dam Name 12.0 Will the project interfere with the flow from, or otherwise Impact, a dam? El Yes [ No If 'Yes", identify the dam. (DEP Use/3140) 12.0.1 Dam Name 13.0 Will the project involve operations (excluding during the construction El Yes [ No period) that produce air emissions (i.e., NOX, VOC, etc.)? If "Yes", identify each type of emission followed by the amount of that emission. (DEP Use/4x70) 13.0.1 Enter all types & amounts of emissions; separate each set with semicolons.

14.0 Does the project include the construction or modification of a drinking - Yes [ No water supply to serve 15 or more connections or 25 or more people, at least 60 days out of the year? If "Yes", check all proposed sub-facilities.

(DEP Use/4x81) 14.0.1 Number of Persons Served 14.0.2 Number of Employee/Guests 14.0.3 Number of Connections 14.0.4 Sub-Fac: Distribution System -' Yes [] No 14.0.5 Sub-Fac: Water Treatment Plant 0l Yes 0l No 14.0.8 Sub-Fac: Source El Yes [I No 14,0.7 Sub-Fac: Pump Station C] Yes El No 14.0.8 Sub Fac: Transmission Main 0l Yes E] No 14.0.9 Sub-Fac: Storage Facility 0l Yes 0l No 15.0 Will your project include infiltration of storm water or waste water to El Yes [ No ground water within one-half mile of a public water supply well, spring or Infiltration gallery? (DEP Use/4x81) and 4x52).

16.0 Is your project to be served by an existing public water supply? If "Yes", El Yes [ No indicate name of supplier and attach letter from supplier stating that it will serve the project. (DEP Use/4x81) 16.0.1 Supplier's Name 16.0.2 Letter of Approval from Supplier is Attached C] Yes [3 No 17.0 Will this project involve a new or increased drinking water withdrawal El Yes [ No from a stream or other water body? If "Yes", should reference both Water Supply and Watershed Management. (DEP Use/4x81 and 4x10) 17.0.1 Stream Name 18.0 Will the construction or operation of this project involve treatment, El Yes [ No storage, reuse, or disposal of waste? If "Yes", indicate what type (i.e.,

hazardous, municipal (including infectious & chemotherapeutic), residual) and the amount to be treated, stored, re-used or disposed. (DEP/Use4x32) 18.0.1 Type & Amount

19.0 Will your project Involve the removal of coal, minerals, etc. as part of any El Yes [ No earth disturbance activities? (DEP Use/48y1) 20.0 Does your project Involve installation of a field constructed underground El Yes [ No storage tank? If "Yes", list each Substance & its Capacity. Note: Applicant may need a Storage Tank Site Specific Installation Permit. (DEP Use/2570) 20.0.1 Enter all substances &

capacity of each; separate each set with semicolons.

21.0 Does your project Involve Installation of an aboveground storage tank El Yes [ No greater than 21,000 gallons capacity at an existing facility? If "Yes", list each Substance & its Capacity. Note: Applicant may need a Storage Tank Site Specific Installation Permit. (DEP Use/2570) 21.0.1 Enter all substances &

capacity of each; separate each set with semicolons.

22.0 Does your project Involve Installation of a tank greater than 1,100 gallons 0 Yes [ No which will contain a highly hazardous substance as defined in DEP's Regulated Substances List, 2570-BK-DEP2724? If "Yes", list each Substance & its Capacity. Note: Applicant may need a Storage Tank Site Specific Installation Permit. (DEP Use/2570) 22.0.1 Enter all substances &

capacity of each; separate each set with semicolons.

23.0 Does your project Involve installation of a storage tank at a new facility 0l Yes [ No with a total AST capacity greater than 21,000 gallons? If "Yes", list each Substance & its Capacity. Note- Applicant may need a Storage Tank Site Specific Installation Permit. (DEP Use/2570) 23.0.1 Enter all substances &

capacity of each; separate each set with semicolons.

24.0 Will the intended activity involve the use of a radiation source? (DEP El Yes [ No Us /X9)

I certify that I have the authority to submit this application on behalf of the applicant named herein and that the information provided in this application Is true and correct to the best of my knowledge and Information.

Type or Print Name Edward W. Callan Plant Manager - LGS Signature Title Date

APPENDIX E Relevant Correspondence With PADEP

Pennsylvania Department of Environmental Protection 555 North Lane Conshohocken, PA 19428 May 19, 1998 Southeast Regional Office 610-832-6130 Fat 610-832-6133 M~r. Robert M. Matty, Jr., Engineer Environmental Affairs PECO Energy Company 2301 Market Street - S21-2 P.O. Box 8699 Philadelphia, PA 19101-8699 Re: IW NPDES Permit No. PA 0051926 Limerick Generating Station Limerick Township Montgomery County

Dear Mr. Matty:

[This is in response to your April 27, 1998 letter requesting an amendment of the subject NPDES permit to reflect changes to the monitoring and sampling requirements for total suspended solids (TSS),

phosphorus, copper and zinc at the Outfall 001.

We have completed our review of the additional information submitted by you related to the concentration of TSS at Ouffall 001 during the periods of use of DTS in the cooling towers. We hereby approve your request as follows:

The total suspended ;olids shall be monitored during the periods of use of DTS in the cooling towers by obtaining a representative composite sample at Outfall 001. The TSS shall meet a net limit of 30 mg/l as an average monthly, 60 mg/l maximum daily and 75 mg/I as instantaneous maximum at Outfall 001. The net limits shall be calculated using the enclosed worksheet.

These changes will be efbective June 1, 1998 and will be incorporated in the NPDES permit upon next permit renewal.

The other issue you raised was related to a representative sampling at Outfall 001 for phosphorus, copper and zinc. The conductivity of a sample is an indicator of the total dissolved solids present in the sample. It does not give information on the total concentration of the individual pollutants present in the sample. Therefore, even if the conductivity stays relatively constant overtime, the total concentration of the individual pollutant can vary. Based on this, the 24-hour composite sampling requirement for these pollutants shall remain. However, you may conduct a study to demonstrate the long term relationship by collecting composite and grab samples at Outfall 001 and analyzing each at the :came time'to compare

Mr. Robert M. M rtty, Jr. . I'May 19, 1998 the results ongrab versus composite samples. The report may be submitted next year with the permit renewal application.

If you have any questions, please contact Mr. Sohan Garg of our staff.

Sincerely, Steve O'Neil Acting Regional Manager Water Management

Enclosure:

Worksheet cc: MNr. Newbold Mr. Bauer DR3BC Re 30 (jd98)132-8

DETERMINATION OF TOTAL SUSPENDED SOLIDS (NET) WORKSHEET Rev. W198 1, Prepare a composite representative sample by collecting grab samples every two hours from the Cooling Tower No. 1 during the period when the chemical additive DTS is in use. Analyze this composite representative sample for TSS. Call it TSS1.

2. Repeat step 1 for the Cooling Tower No. 2 and analyze for total suspended solids.

Call it TSS2.

3. Calculate the average blow down rate for Cooling Tower I during the sampling time period. Call it Q1.
4. Repeat step 3 for the Cooling Tower No. 2 to determine the average blow down rate for the Cooling Tower No. 2 during the sampling time period. Call it Q2.
5. Use the following equation to calculate the total suspended solid level in the Cooling Towers:

[TSS1 x Q1 + TSS2 x Q2 1 I [Q01 Q2] = Cl

6. Prepare a composite representative sample by collecting grab samples at Outfall 001. Analyze for total suspended solid. Call it TSS.
7. Calculate Net TSS using the following equation:

Net TSS TSS - C1 NOTE:

For computing averages for DMR reporting and for determining permit compliance, all "less than zero" results must be counted as zero values,

Pensyv ant Deartmentof Environmental Protection

.2 East Main Street Norristown, PA 19401 Southeast Regional Office  : ' Phone: 484-250-5970 Fax: 484-250-5971 Mr. Edward W. Callan Plant Manager Exelon Generating Company, LLC Limerick Generating Station P.O. Box 2300 Pottstown, PA 19464 Re: Limerick Generating Station Request to Modify TRO Discharge Duration IW PA0051926 File Type: NPDES Limerick Township Montgomery County

Dear Mr. Callan:

We received your letter dated August 24, 2007, requesting an increase to the maximum allowable discharge duration for Total Residual Oxidants per unit from two hours per day to three hours per day. In accordance with the federal effluent limitation guideline (ELG) for the Stream Electric Generating Point Source Category (440 C.F.R. 423), the Department of Environmental Protection (Department) has the discretion to approve this request. The specific language in your permit is outlined in the following paragraph:

For Outfall 001, total residual oxidants may not 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 total residual oxidants at any one time unless the permittee can demonstrate to the Department that the units in a particular location cannot operate at or below this level of oxidants.

The Department determined that your letter dated August 24, 2007, provides sufficient demonst'ation that more than two hours of oxidant discharge may be required for the control problematic algae growth on the cooling towers. Therefore, your request to discharge Total Residual Oxidants from Outfall 001 for a maximum of three hours per day. per unit is approved. This approval will also he incorporated in your NPDES permit at next renewal.

Mr. Edward W. Callan If you have any questions, please call me at 484-250-5197 or Mr. Orest Kolodij at 484-250-5191.

Sincerely, Sohan L. Garg, P.E.

Environmental Engineer Manager NPDES Permits Section Water Management cc: Mr. Wenrich Operations Section File Re (johO8wqm)060-7

APPENDIX F Historical Information On Thermal Discharge

NUREG-0974 FnlEnviomi-entm Sttment related to the operation of Limerick Generating Station, Units 1 and 2 Docket Nos. 50-352 and 50-353 Philadelphia Electric Company Nuclear Regulatory Commission Office of Nuclear Reactor Regulation April 1984 4017=028903 D PDR

Water quality impacts in the vicinity of Bradshaw Reservoir, in the East Branch of Perkiomen Creek. in the Main Stem of Perkiomen Creek, and in the Schuylkill River may result from the creation of the Bradshaw Reservoir, the introduction of Delaware River waters into the Perkiomen Creek watershed, or the discharge of physical and chemical pollutants to the Schuylkill River during Limerick operation. The potential for impacts to receiving water quality was assessed during the construction permit review (FES-CP Sections 5.2 and 5.4 and the NRC ASLB Initial Decision of June 14, 1974). There have been changes in the volumes and concentrations of waste in the station effluents as a result of finalization of plant design and updated environmental data (see Sections 4.2.3, 4.2.6, and 4.3.2). The resulting changes in potential water quality impacts are discussed below.

.-- >5.3.2.2 Thermal Impacts of Blowdown Discharge on the Schuylkill River The applicant has made several modifications to the design of the blowdown discharge system since the issuance of the FES-CP. These changes and the cor-responding design parameters that were evaluated in the FES-CP are given in Section 4.2.4.

Because the blowdown discharge system has been redesigned, the applicant has re-evaluated the thermal plume predictions to ensure that the system will result in downstream river temperatures that are in compliance with the thermal limita-tions set by the DRBC in its Water Use Approval D-69-210CP (final).

The applicant has provided a thermal analysis revised from that presented at w the CP stage. The revised analysis considers the final design of the Limerick blowdown diffuser, its location at the tip of Limerick Island, revised blowdown estimates, and updated Schuylkill River flow/temperature data. The analysis in the FES-CP considered anticipated winter and summer discharge conditions and assumed mixing of the blowdown with one-half of the available Schuylkill River flow at the site.

The revised analysis presented by the applicant used the predictive technique of ,Nrka and Halemean (1973), which does not account for surface heat loss or interfacial mixing (conductive heat loss across plume boundaries) in its pre-dictions, but is based on heat loss through dilution with ambient river water.

The analysis considered annual average, monthly average, and extreme combina-tions of Schuylkill River flow rate, Limerick blowdown (i.e., diffuser) flow rate, and river/blowdown temperature difference. The extreme condition con-sidered the 7Q10 river flow rate and October Limerick blowdown and river tem-peratures. Using blowdown temperatures expected to be exceeded 50%, 5%, and 1%

of the time, the applicant's model simulated the expected temperature rise 15.2 m (50 feet) downstream of the diffuser after the Limerick blowdown had mixed with one-third of the river flow at the site. The results of the simula-tions are given in ER-OL Table 5.1-1. For the blowdown temperatures expected to be exceeded IX of the time, the largest increase in temperature expected 15.2 m (50 feet) downstream of the diffuser is predicted to be less than that predicted in the FES-CP, assuming mixing with only one-third of the river.

These predictions are summarized in Table 5.1. The extreme case analysis using the 7Q10 and October lA exceedance blowdown temperature indicates an in-river temperature rise 15.2 m (50 feet) downstream of the diffuser of 2.90C (5.30F).

This value is comparable to the result of the NRC staff's'worst case analysis

  • given in the FES-CP (2.8*C, 5PF).

Limerick FES 5-3

Table 5.1 Thermal analysis sumary Schuylkill River flow rate at Temperature difference, Downstream tmperature Condition diffuser, cas* blowdown vs. river, 0C rise, OC FES-CP Winter 6.16 13.7 1.17 Summer 3.22 2.8 0.556 ER-OL**

Winter 20.94 19.46 0.8 Summer 10.8 13.34 0.89 Average 17.8 17.8 0.72

  • FES-CP values represent one-half of river flow at the site passing over the diffuser; ER-OL values represent one-third of river flow at the site passing over the diffuser.
    • Values shown for temperature differences :,re based on Limerick blowdown temperatures expected to be exceeded A% of the time.

The results of the revised &nalysis indicate that, based on dilution with the assumed one-third of the river flow passing over the diffuser, complete mixing is accomplished within a short distance of the diffuser. The river is relative ly shallow at and limediately below the discharge so that rapid mixing would be expected. The predicted temperature rise values are well below the DRBC-speci-fled allowable surface temperature excess (2.80C, 50F) for all but the severe case. The Limerick discharge is expected to be in compliance with the applic-able limitations because (1) the river channel widens downstram of the dis-charge, the additional flow from the river channel on the other side of Limerick Island is available for mixing immediately downstream of the discharge, and (2) the allowable excess surface temperature zone (46 a by 1067 m, or 150 feet by 3500 feet) is large compared to the area predicted to be needed for reduction of the excess surface temperature to below the 2.80C (5*F)-allowable maximau.

5.3.2.3 Nonthermal Water Quality Impacts Point Pleasant Diversion: Delaware River and Bradshaw Reservoir The potential for adverse impact to the quality of surface water and ground-water in the Delaware River and in the vicinity of the proposed Bradshaw Reservoir has been assessed by the Coomnwealth of Pennsylvania (Penna, 1982).

This assessment considered impacts resulting from withdrawal of water from the river at Point Pleasant and the possible introduction of toxic substances into the proposed Bradshaw Reservoir and subsequently Into the Perkiomen Creek water-shed. The assessment concluded generally that the withdrawal will not result In adverse impacts to the water quality of the Doelaware River downstream of Point Pleasant. Specifically, the assessment found (1) the operation of the Diversion will not compound existing water quality problems in the Delaware and Raritan Limerick FES 5-4

Table 6.1 (Continued)

Primary impact and effect Quantity

~zi on population or resources (Section)* Impacts*"

Adverse radiological health effects Routine operation (Sec. 5.9.3) Small Design basis accidents (Sec. 5.9.4) Small Severe accident risks (Sec. 5.9.4) Small Uranium fuel cycle (Sec. 5.10) Small

  • Where a particular unit of measure for a benefit/cost category has not been specified in this statement or where an estimate of the magnitude of the benefit/cost under consideration has not been made, the reader is directed to the appropriate section of this report for further information.
    • Subjective measure of costs and benefits is assigned by reviewers, where quantification is not possible: "Small" = impacts that in the reviewers' judgments, are of such minor nature, based on currently available infor-mation, that they do not warrant detailed investigations or considera-tions of mitigative actions; "Moderate" = impacts that in the reviewers' judgments are likely to be clearly evident (mitigation alternatives are usually considered for moderate impacts); "Large" = impacts that in the reviewers' judgments, represent either a severe penalty or a major benefit.

Acceptance requires that large negative impacts should be more than offset by other overriding project considerations.

0 6.4.2 Benefits A major benefit to be derived from the operation of the Limerick station is the approximately 10 billion kWh of baseload electrical energy that will be produced annually (this projection assumes that both units will operate at an annual average capacity factor of 55%). The addition of the plant will also improve the applicant's ability to supply system load requirements by contributing 2110 MW of generating capacity to the Philadelphia Electric Company system (1055 MW from Unit 1 in 1985 and 1055 MW from Unit 2 in 1989).

6.4.3 Costs No significant socioeconomic costs are expected from either the operation of the Limerick generating station or from the number of station personnel and their families living in the area. The socioeconomic impacts of a severe acci-dent could be large; however, the probability of such an accident is small.

6.5 Conclusion As a result of its analysis and review of potential environmental, technical, and social impacts, the NRC staff has prepared an updated forecast of the effects of operation of the Limerick generating station. The NRC staff has Limerick FES 6-3

determined that the Limerick generating station can be operated with minimal environmental impact. To date, no new information has been obtained that alters the overall favorable balancing of the benefits of station operation versus the environmental costs that resulted from evaluations made at the construction permit stage.

6.6 Reference U.S. Nuclear Regulatory Commission, NUREG-0586. "Draft Generic Environmental Impact Statement on Decommissioning Nuclear Facilities," January 1981.

Limerick FES 6-4

Environmental Report Operating License Stage Limerick Generating Station Units 1 & 2 PHILADELPHIA ELECTRIC COMPANY Vol. 1

LGS EROL

f. Bacteria: The fecal coliform density in five consecutive samples shall not exceed a geometric mean of 200/100 ml.
g. Copper: Not more than 0.10 mg/l.

The DER has not specified a mixing zone or thermal discharge limitations in Water Quality Management Permit No. 671202.

Nevertheless, the DRBC has applied a mixing zone condition for Limerick in the Water Use Approval D-69-210 CP (Final). The DRBC condition states:

"The discharge of the wastewater shall not increase the natural temperature of the receiving waters by more than 50F (above the average daily temperature gradient displayed during the 1961-66 period), nor shall such discharge result in a stream temperature exceeding 870F, except within an assigned heat dissipation area consisting of one-half the stream width and 3500 feet downstream from the discharge point."

5.1.1.2 Effluent Limitations The U.S. Environmental Protection Agency (EPA) has recommended thermal effluent limitations in 40 CFR 423 for steam electric power generating point sources such as Limerick that specify:

"There shall be no discharge of heat from the main condensers except:

1) Heat may be discharged in blowdown from recirculated cooling water systems provided the temperature at which the blowdown is discharged does not exceed at any time the lowest temperature of recirculated cooling water prior to the addition of the make-up water.
2) Heat may be discharged in blowdown from cooling ponds provided the temperature at which the blowdown is discharged does not exceed at any time the lowest temperature of recirculated cooling water prior to the addition of the make-up water."

Chemical effluent limitations are discussed in Section 5.3.

5.1.2 PHYSICAL EFFECTS Cooling tower blowdown, spray pond overflow, treated radwaste, treated sanitary waste, and holding pond effluent are all mixed together and discharged into the Schuylkill River through the diffuser described in Section 3.4. The cooling tower blowdown will account for more than 99% of the flow rate and heat content 5.1-2

LGS EROL of the total discharge. Therefore cooling tower blowdown is the only heat source considered in the following analysis of thermal effects.

Discharge through the diffuser will cause a rapid dilution of the effluent in the Schuylkill River. For typical river flows it is estimated that the effluent will become fully mixed in that portion of the Schuylkill River which passes over the diffuser.

This estimate is based on the results of MIT laboratory model studies on the performance of submerged diffusers in shallow water (Ref 5.1-2).

The initial mixing zone is the region in which nozzle velocities are dissipated and the effluent is fully mixed with the river flow passing over the diffuser. The estimates of downstream extent of the mixing zones given above are based on methods presented in Reference 5.1-75. For average conditions (river flow rate of 1910 cfs, diffuser flow rate of 26.8 cfs), the initial mixing zone will be about 150 feet wide and 30 feet long (Figure 5.1-1). For a high river flow rate of 9800 cfs (1%

exceedance value), the resulting dilution of the effluent would be much greater and the mixing zone would extend about 150 feet downstream. The areas of these initial mixing zones for average and high river flow conditions are approximately 0.1 and 0.5 acre, respectively. The mixing zone area for river flows lower than average will be less than 0.1 acre.

At river current velocity of 1 foot per second (which is less than the mean velocity for average flow), an organism would pass through the initial mixing zone in about 0.5 and 2.5 minutes for average and high river flow rate conditions, respectively.

Table 5.1-1 gives effluent flow rates, dilution factors, and temperature rises for the discharge plume for monthly cooling tower blowdown temperatures with 50, 5 and 1% probabilities of exceedance. Under average stream flow conditions and all blowdown temperature conditions, even a sudden commencement or cessation of discharge flow would not cause the river temperature outside the small area of initial dilution to be changed by more than 2 0 F during any one-hour period. Under extreme low flow conditions, a 3-hour gradual commencement or cessation of dilscharge would not cause the river temperature to be changed by more than 20 F during any one-hour period. The only set of conditions for which the temperature rise limitation of 50 F is exceeded is for the 1% exceedance blowdown temperature for October and for the 7-day, 10-year low river flow. Even under this unlikely combination of extreme conditions, the computer temperature rise (5.3"F) is only slightly above the limit. It is apparent that the likelihood of effluent temperatures being a constraint on plant operation is very small. The dilution factors presented in Table 5.1-1 also apply to the dilution of chemical constituents in the effluent (Section 5.3).

5.1-3 Rev. 2, 12/81

LGS EROL In the Environmental Report-Construction Permit Stage (Ref.

5.1-3) and the Final Environmental Impact Statement (Ref. 5.1-4),

a constant blowdown of 20 cfs was assumed to mix with one-half the river flow. Since that time, the system design has been finalized. Minor changes have been made to the nozzle design, system controls, and the diffuser location. The blowdown flow rate has been determined to vary between 30 and 32 cfs. One-half to one-third of the river flow will pass over the diffuser. It has been conservatively assumed that the effluent will have become diluted in one-third of the river flow.

5.1.3 BIOLOGICAL EFFECTS The following discussion of the biological effects of the heat dissipation system is based primarily on information gathered by the Applicant's ecological consultant in the Schuylkill River, Perkiomen Creek, and East Branch Perkiomen Creek (Sections 6.1 and 2.2), as well as design and operational parameters presented in the ERCP (PECo, Ref 5.1-3) and FES (USAEC, Ref 5.1-4), and simulated real time plant operating conditions. Chemical effects are discussed in Section 5.3.

General: No rare, threatened, or commercially valuable species were found in 9 years of collecting (1970-1978). Although all three potentially affected streams suffer from past or present anthropogenic activities (Section 2.2.2), all are biologically productive and diverse.

Schuylkill River: Only minor impact is expected on all biotic components (Section 2.2) as a result of intake operation and thermal discharge, due to the low proportion of total flow withdrawn and the small localized increase in temperature, respectively. At present the area near LGS is lightly utilized for sport fishing. However, the river was recently designated Pennsylvania's first scenic river, which probably increases its potential for recreational development. Water quality has been improving and is expected to continue to improve. An American shad restoration program has been initiated by the Pennsylvania Fish Commission. The river near LGS is not of unique importance for the life-sustaining activities of resident aquatic organisms, and the discharge will under no conditions block fish movement past LGS.

Perkiomen Creek: Diversion, by increasing flow and wetted area, should slightly benefit creek biota between the East Branch confluence and intake, especially in low flow years. A relatively large percentage of total flow will be withdrawn by the Graterford intake, but intake design (wedge wire screen) is expected to minimize impingement, and entrainment is expected to have little or no impact on phytoplankton, zooplankton, or macrobenthos. Fish entrainment will be reduced by use and location of the wedge wire screens. The creek near Graterford is not of unique importance for the life-sustaining activities of Rev. 2, 12/81 5.1-4

pennsytvania DEPARTMENT OF ENVIRONMENTAL PROTECTION Southeast Regional Office December 15, 2010 Mr. Edward W. Callan Plant Manager Exelon Generation Co. LLC 3146 Sanatoga Road Pottstown, PA 19464 Re: Limerick Generating Station Application No. PA0051926 APS No. 737154, AUTH No. 859979 Limerick Township Montgomery County

Dear Mr. Callan:

On September 28, 2010, the Department of Environmental Protection (DEP) received the above referenced application for a discharge of treated industrial wastewater and storm water from Limerick Generating Station, located at 3146 Sanatoga Road, Pottstown, PA 19464.

Permit applications undergo a series of reviews before a final decision is rendered by DEP. We have reviewed your application in order to determine whether it contains the information, plans, fees, and other documents necessary for administrative completeness.

Your application is administrativelycomplete and will be processed for technical review. You will be notified in writing or by phone if additional information is required before a technical decision can be reached.

Your permit application is eligible for the DEP's Money Back Guarantee Program. The program establishes that your application must be acted on within 290 days or your application fee will be returned. The program is explained in more detail in the enclosed fact sheet.

a l 2 East Main Street I Norristown, PA 19401 484,250-5970 1 Fax 484.250.5971 P.--inced an RecyclM Paper www.depweb. state- pa. us SP

Mr. Edward W. Callan _ December 15, 2010 You will be contacted in the near future if any other permits or approvals are needed in conjunction with the above application. Please refer to the enclosed permit process information sheet for questions concerning the permitting process. For questions about your application, please call me at 484.250.5194.

Sincerely, Pravin C. Patel, P.E.

Permits Section Water Management Program

Enclosures:

Permit Process Information Money Back Guarantee Information cc: Limerick Township East Coventry Township Montgomery County Health Department Mr. Trulear - EPA 3WP41 (w/application)

DRBC (w/application)

Mr. Lashley Re 30