A.001 D ' 'ARGE LIMITATIONS AND MONITORING REQUIREMENTS:

Interim Lunitations Year Round During

the period beginning July 9, 2006 and lasting through midnight June 9, 2008 the permittee is authorized to discharge from Outlet Number(s) 001 (Sanitary)

Such discharges shall be limited and monitored by the permittee as specified below: Monitoring Reguirements

Effluent Discharge Limitations Measurement Sample

Characteristic Quantity Units Other Units Units Freguencl£

**~**

Flow,in Conduit or thru plant N/A N/A N/A N/A Rpt Only Rpt Only mgd Continuous measured

(Year Round) (ML-1) A v g . Monthly Max. Daily

Refer to Condition C

. 6. & C

. 7.
BOD, 5-Day 20 Deg.C N/A N/A N/A N/A Rpt Only Rpt Only mg/1 1/daily Comp

(Year Round) (ML-8) Avg Monthly Max . Daily

Refer to Condition C.6. & C.7.
Total Suspended Solids N/A N/A N/A N/A Rpt Only Rpt Only mg/1 1/daily Camp

(Year Round) (ML-A) Avg . Monthly Ma x. Daily

Refer to Condition C

. 6. & C.7

. Coliform,

Fecal N/A N/A N/A N/A 200 400 Cnts/100ml 1/daily Grab

(Year

Round) (ML-A) Mo . Geo . Mean Max . Daily

Refer to Condition C.15

.

pH

N/A N/A N/A 6 N/A 9 S.U

. 1/daily Grab

(Year

Round) (ML-A) lnst. Min , lnst. Max

Ammonia Nitrogen N/A N/A N/A N/A Rpt Only Rpt Only mg/1 1/daily Camp

(Year

Round) (ML-A) Avg , Monthly Max . Daily

Refer to Condition C

. 6. & C.7. Nitrogen, Total (AS N) N/A N/A N/A N/A Rpt Only Rpt Only mg/1 1/quarter 8 hr camp

(Year Round) (ML-A) Avg Monthly Max . Daily

Refer to Condition C.22. Phosphorus, Total N/A N/A N/A N/A Rpt Only Rpt Only mg/1 1/quarter 8 hr comp

(Year Round) (ML-A) Avg. Monthly Max Daily

Refer

to Condition C.22

. Chlorine,

Total Residual N/A N/A N/A N/A Rpt Only Rpt Only ug/1 1/daily Grab

(Year Round) (ML-A)

Avg. Monthly Max . Daily

Refer

to Condition G.B. & C.20

. Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):

Effluent 8005 sampling shall be collected at a location immediately preceding disinfection

. All other effluent samples shall be collected at or as near as possible to the point of discharge

.

This discharge shall not cause violation of Title 46, Series 1, Section 3, of the West Virginia Legislative Rules issued pursuant to Chapter 228, Article 3. Page No.: 7 of 39 Permit No

. : WV0023230A.001D'ARGELIMITATIONSANDMONITORINGREQUIREMENTS:FinalLir...EationsYearRoundDuringtheperiodbeginningJune10,2008andlastingthroughmidnig,htJune30,2010thepermitteeisauthorizedtodischargefromOutletNumber(s)001(Sanitary)Suchdischargesshallbelimitedandmonitoredbythepermitteeasspecifiedbelow:MonitoringReguirementsEffluentDischargeLimitationsMeasurementSampleCharacteristicQuantityUnitsOtherUnitsUnitsFreguencyFlow,inConduitorthruplantN/AN/AN/AN/ARptOnlyRptOnlymgdContinuousmeasured(YearRound)(ML-1)Avg_MonthlyMax_DailyRefertoConditionC.6.&C.7.BOD,5-Day20Deg.CN/AN/AN/AN/ARptOnlyRptOnlymg/11/dailyComp(YearRound)(ML-B)AvgMonthlyMax.DailyRefertoConditionC.6.&C.7.TotalSuspendedSolidsN/AN/AN/AN/ARptOnlyRptOnlymg/11/dailyComp(YearRound)(ML-A)Avg.MonthlyMax.DailyRefertoConditionC.6.&C.7.Coliform,FecalN/AN/AN/AN/A200400Cnts/100ml1/dailyGrab(YearRound)(ML-A)Mo.Geo.MeanMaxDailyRefertoConditionC.15.pHN/AN/AN/A6N/A9S.U.1/dailyGrab(YearRound)(ML-A)lnst.Min.lnst.Max.AmmoniaNitrogenN/AN/AN/AN/ARptOnlyRptOnlymg/11/dailyComp(YearRound)(ML-A)Avg.MonthlyMax.DailyRefertoConditionC.6.&C.?.Nitrogen,Total(ASN)N/AN/AN/AN/ARptOnlyRptOnlymg/11/quarter8hrcomp(YearRound)(ML-A)Avg.MonthlyMax.DailyRefertoConditionC.22.Phosphorus,TotalN/AN/AN/AN/ARptOnlyRptOnlymg/11/quarter8hrcomp(YearRound)(ML-A)AvgMonthlyMaxDailyRefertoConditionC.22.Chlorine,TotalResidualN/AN/AN/AN/A2857ug/11/dailyGrab(YearRound)(ML-A)Avg.MonthlyMax.DailyRefertoConditionC.8.&C.20.Samplestakenincompliancewiththemonitoringrequirementsspecifiedaboveshallbetakenatthefollowinglocation(s):EffluentBODSsamplingshallbecollectedatalocationimmediatelyprecedingdisinfection.Allothereffluentsamplesshallbecollectedatorasnearaspossibletothepointofdischarge.ThisdischargeshallnotcauseviolationofTitle46,Series1,Section3,oftheWestVirginiaLegislativeRulesissuedpursuanttoChapter228,Article3.PageNo.:8of39PermitNo.:WV0023230A.002 Dl **~RGE** LIMITATIONS AND MONITORING REQUIREMENTS:

Final Lin .. ..ations Year Round During the period beginning July 9, 2006 and lasting through midnight June 30 , 2010 the permittee is authorized to discharge from Outlet Number(s) 002 (Storm

Water Runoff) Such discharges shall be limited and monitored by the permittee as specified below: Monitoring Reguirements

Effluent Discharge Limitations Measurement Sample

Characteristic Quantity Units Other Units Units Freguency **~**

BOD, 5-Day 20 Deg . C N/A N/A N/A N/A N/A Rpt Only mg/1 1/6 months Grab

(Year Round) (ML-1) Max , Da i ly

Refer to Condition C . 23 . , C.24., C . 25 . & C.26.

Total Suspended Solids N/A N/A N/A N/A N/A Rpt Only mg /1 1/6 months Grab

(Year Round) (ML-1) Max Daily

Refer to Condition C . 23., C . 24 ., C . 25 . & C . 26 .
Coliform , Fecal N / A N/A N/A N/A N/A Rpt Only Cnts/100ml 1/6 months Grab

(Year Round) (ML-1) Max , Daily

Refer to Condition C . 23 . , C.24., C . 25 . & C.26.

pH N/A N/A N/A N/A N/A Rpt Only S . U. 1/6 months Grab

(Year Round) (ML - 1 ) Max . Daily

Refer to Condition C . 23 . , C.24 . , C . 25. & C.26 . Ammonia Nitrogen N/A N/A N/A N/A N/A Rpt Only mg/1 1/6 months Grab

(Year Round) (ML-1) Max , Daily

Refer to Condition C . 23 . , C . 24 . , C.25 . & C.26 .

Chern . Oxygen Demand N/A N/A N/A N/A N/A Rpt Only mg/1 1/6 months Grab

(Year Round) (ML-1) Ma x , D ai l y

Refer to Condition C . 23 . , C.24., C.25 . & C.26.

Oil and Grease, Hexane EXTR . N/A N/A N/A N/A N/A Rpt Only mg/1 1/6 months Grab

(Year Round) (ML-1) Max . Daily

Refer to Condition C . 23 . , C.24 . , C.25 . & C.26.
Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):

Samples shall be collected at, or as close as possible to , the po i nt of discharge .

This discharge shall not cause violation of Title 46, Series 1, Section 3, of the West Virginia Legislative Rules issued pursuant to Chapter 228, Article 3. Page No . : 9 of 39 Permit No .: WV0023230A.101 D ARGE LIMITATIONS AND MONITORING REQUIREMENTS:

Final Limitations Year Round During the period beginning June 10, 2008 and lasting through midnight June 30 , 2010 the permittee i s authorized to discharge from Outlet Number(s) 101

(Sanitary) Such discharges shall be limited and monitored by the permittee as specified below: Monitoring Reguirements

Effluent Discharge Limitations Measurement Sample

Characteristic Quantity Units Other Units Units FreguencJt: **~**

Flow,in Conduit or thru plant N/A N/A N/A N/A Rpt Only Rpt Only mgd Continuous measured

(Year Round ) (ML-1 ) A v g M o n th l y Max. Daily

Refer to Condition C . 6 ., C.12 . , C . 13. & C.14 .

BOD , 5-Day 20 Deg . C 2502 3753 Lbs/Day N/A 30 45 mg/1 1/daily 24 hr Composite

(Year Round) (Ml-8) Avg . M onthly 7 D ay Av erage A v g . M o n t h ly 7 Day Average

Refer to Condition C.17 .
Total Suspended Solids 2502 3753 Lbs/Day N/A 30 45 mg/ 1 1/daily 24 hr Composite

(Year Round) (ML-8) A v g . Monthly 7 Day Average Avg . Monthl y 7 Day Average

Refer to Cond i t i on C . 17. 800,5-day% Rem,dry weather N/A N/A N/A N/A N/A 85 Percent 1/week Calculated

(Year Round) (ML-K) Month . Avg . Min .

Refer to Cond i t i on C . 16 .
BOD , 5-day %Rem , wet weather N/A N/A N/A N/A N / A Rpt Only Percent 1/week Calculated

(Year Round) (ML-K) Month , Avg . Min .

Refer to Condit i on C . 16 . Solids,Susp.% Rem,dry weather N/A N/A N/A N/A N/A 85 Percent 1/week Calculated

(Year Round) (ML-K) Month Avg Min.

Refer to Condition C.16. Solids,Susp.% Rem,wet weather N/A N/A N/A N/A N/A Rpt Only Percent 1/week Calculated

(Year Round) (ML-K) Month Avg M i n

Refer to Condition C.16 . Ammonia Nitrogen 1251 2502 Lbs/Day N/A 15 30 mg/1 1/week 24 hr Composite

(Year Round) (Ml-8) Avg . Monthly Max Daily Avg Monthly Max . Daily

Copper , Total Recoverable N/A N/A N/A N/A Rpt Only Rpt Only mg/1 1/quarter 24 hr Composite

(Year Round) (ML-8) Avg , Monthly Max Daily

Refer to Condition C.19. & C.21 . Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):

Effluent samples shall be collected at the discharge from the secondary treatment train of the P01W prior to disinfection .

This discharge shall not cause violation of Title 46 , Series 1, Section 3, of the West Virginia Legislative Rules issued pursuant to Chapter 228, Article 3. Page No .: 10 of39 Permit No. : WV0023230A.101 Dl

**~RGE** LIMITATIONS AND MONITORING REQUIREMENTS:

Final Limitations Year Round During

the period beginning June 10, 2008 and lasting through midnight June 30

, 2010 the permittee is authorized to discharge from Outlet Number(s) 101

(Sanitary) Such discharges shall be limited and monitored by the permittee as specified below: Monitoring Requirements

**~** Discharge Limitations Measurement Sample

Characteristic Quantity Units Other Units Units Frequency

**~**

Lead, Total Recoverable N/A N/A N/A N/A RptOnly Rpt Only mg/1 1/quarter 24 hr Composite

(Year Round) (ML-B) A v g . Mon t h l y Max . Daily

Refer to Condition C

. 19. & C.21.

Zinc, Total Recoverable N/A N/A N/A N/A Rpt Only Rpt Only mg/1 1/quarter 24 hr Composite

(Year Round) (ML-B) A v g Mont h l y Max Daily

Refer to Condition C

. 19

. & C

. 21

. Arsenic,

Total (As AS) N/A N/A N/A N/A Rpt Only Rpt Only mg/1 1/quarter 24 hr Composite

(Year Round) (ML-B) Avg . Monthly Ma x , D ai ly

Refer to Condition C

. 19. & C

. 21. Cadmium , Total Recoverable N/A N/A N/A N/A Rpt Only Rpt Only mg/1 1/quarter 24 hr Composite

(Year Round) ( ML-B) A v g M onthl y Ma x. Daily

Refer to Condition C

. 19. & C.21

. Chromium,

Hexavalent N/A N/A N/A N/A Rpt Only Rpt Only mg/1 1/quarter 24 hr Composite

(Year Round) (ML-B) A v g . Mo nthl y Max. Daily

Refer to Condition C

. 19

. & C .21

. Cyanide,

Weak Acid Dissociable N/A N / A N/A N / A Rpt On l y Rpt Only mg/1 1/quarter Grab

(Year Round) (ML-B) Av g . M o n t hly Max . Daily

Refer to Condition C

. 19. & C.21. Mercury , Total (As Hg) N/A N/A N/A N/A Rpt Only Rpt Only mg/1 1/month 24 hr Composite

( Year Round) (ML-B ) A v g Mon t hly M ax D a il y

Refer to Condition C

. 18

. , C.19. & 21

.
Nickel,

Total Recoverable N/A N/A N/A N/A Rpt Only Rpt Only mg/1 1/quarter 24 hr Composite

(Year Round) (ML-B) A v g . Monthly Max Daily

Refer to Condition C

. 19

. & C

. 21

.
Silver,

Total Recoverable N/A N/A N/A N/A Rpt Only Rpt Only mg/1 1/quarter 24 hr Composite

(Year Round) (ML-B) A v g . Mont h ly Max . Daily

Refer to Condition C

. 19. & C.21. Samples taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):

Effluent

samples shall be collected at the discharge from the secondary treatment train of the POTW prior to disinfection

.

This discharge shall not cause violation of Title 46, Series 1, Section 3, of the West Virginia Legislative Rules issued pursuant to Chapter 228, Article 3. Page No .: 11 of 39 Permit No .: WV0023230A.101 0 ' o\RGE LIMITATIONS AND MONITORING REQUIREMENTS:

Final Lirtutations **Y~arRound** During the period beginning June 10, 2008 and lasting through midnight June 30, 2010 the permittee is authorized to discharge from Outlet Number(s) 101

(Sanitary) Such discharges shall be limited and monitored by the permittee as specified below:

E ffluent Characteris

t ic Selenium , Total Recoverable
(Year Round) {ML-B) Refer to Condition C

. 19. & C.21

. Quant i ty N/A NfA Discharge Limitations Units Other Units

N/A N/A Rpt Only Avg . Monthly R p t O nly Max. D ally

Samp . les taken in compliance with the monitoring requirements specified above shall be taken at the following location(s):

Effluent

samples shall be collected at the discharge from the secondary treatment train of the POlW prior to d i sinfection

. Monitoring Requirements Measurement Sample

Units

Frequency I:tQ!

m g/1 1 / quarter 24 hr Compo si te

This discharge shall not cause violation of Title 46, Series 1, Section 3, of the West Virginia Legislative Rules issued pursuant to Chapter 228, Article 3. Page No .: 12 of39 Permit No.: WV0023230 **~**A.S01 sr 3E SLUDGE LIMITATIONS AND MONITORING REQUIREMENTS:

Final limnations Year Round During the period beginning July 9, 2006 and lasting through midnight June 30, 2010 the permittee is authorized to dispose sludge in accordance with the following

from Outlet Number 801 (Sludge)
Effluent Limitations

Characteristic Quantity Units

pH N/A N/A N/A Rpt On l y

(Year Round) (ML-+) M i n .

Arsenic, Sludge Tot. Dry Wt. N/A N/A N/A N/A

(Year Round) (ML-+) Cadmium,Siudge , Tot Dry Wt. N/A N/A N/A N/A

(Year Round) (ML-+) Chromium, Dry Wt. N/A N/A N/A N/A

(Year Round) (ML-+) Copper,Siudge,Tot,Dry Wt. N/A N/A N/A N/A

(Year Round) (ML-+) Lead, Dry. Wt. N/A N/A N/A N/A

(Year Round) (ML-+) Mercury, Dry Wt. N/A N/A N/A N/A

(Year Round) (ML-+) Molybdenum, Dry Wt. N/A N/A N/A N/A

(Year Round) (ML-+) Nickel, Dry Wt. N/A N/A N/A N/A

(Year Round) (ML-+) Other Units N/A Rpt Only Max . N/A Rpt Only Max . N/A Rpt Only Max , N/A Rpt Only Max . N/A Rpt Only Max . N/A Rpt Only Max . N/A Rpt Only Max . N/A Rpt Only Max . N/A Rpt Only Max . Units s.u. mg/kg mglkg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg Monitoring Reguirements Measurement

Freguency 1/quarter 1/quarter 1/quarter 1/quarter 1/quarter 1/quarter 1/quarter 1/quarter 1/quarter Page No.: 13 of39 Permit No. : WV0023230 Sample **~** Grab 1/wk Comp 1/wk Comp 1/wk Comp 1/wk Comp 1/wk Comp 1/wk Comp 1/wk Comp 1/wk CompA.S01 S' GE SLUDGE LIMITATIONS AND MONITORING REQUIREMENTS:

Final Linmations Year Round During the period beginning July 9, 2006 and lasting through midnight June 30 , 2010 the permittee is authorized to dispose sludge in accordance with the following

from Outlet Number S01 (Sludge)
Effluent Limitations

Characteristic Quantity Units Selenium,Siudge,Tot. Dry Wt. N/A N/A N/A N/A

(Year Round) (ML-+) Zinc, Dry Wt. N/A N/A N/A N/A

(Year Round) (ML-+) Calcium, Total (as Ca) N/A N/A N/A N/A

(Year Round) (ML-+) Solids, Total Sludge Percent N/A N/A N/A Rpt Only

(Year Round) (ML-+) M i n .

Potassium, Sludge Tot. Dry Wt. N/A N/A N/A N/A

(Year Round) (ML-+) Phosphorus,Siudge,Tot,Dry Wt. N/A N/A N/A N/A

(Year Round) (ML-+) Nitrogen, Ammonia Tot. Dry Wt. N/A N/A N/A N/A

(Year Round) (ML-+) Nitrogen, Sludge Tot. Dry Wt N/A N/A N/A N/A

(Year Round) (ML-+) Organic Nitrogen N/A N/A N/A N/A

(Year Round) (ML-+) Other Units N/A Rpt Only Ma x. N/A Rpt Only Max . N/A Rpt Only Max .
Rpt On l y Rpt Only

Avg . Max . N/A Rpt Only Max N/A Rpt Only Max . N/A Rpt Only Max N/A Rpt Only Max. N/A Rpt Only Max Units mg/kg mg/kg mglkg Percent mg/kg mg/kg mg/kg mg/kg mg/kg Monitoring Reguirements Measurement Sample

Freguency **~** 1/quarter 1/wk Comp 1/quarter 1/wk Comp 1/quarter 1/wk Comp 1/quarter 1/wk Comp 1/quarter 1/wk Comp 1/quarter 1/wk Comp 1/quarter 1/wk Comp 1/quarter 1/wk Comp 1/quarter 1/wk Camp
Page No. : 14 of 39 Permit No.: WV0023230A.S01 SEW!-""' SLUDGE LIMITATIONS AND MONITORING REQUIREMENTS:

Final Limit. ns Year Round During the period beginning July 9, 2006 and lasting through midnight June 30, 201 . 0 the permittee is authorized to dispose sludge in accordance with the following

from Outlet Number S01 (Sludge) Effluent

Characteristic Magnesium , Tot (as Mg)

( Year Round ) ( ML-+) N/A Quant ity N/A Limitations Units N/A NtA Other Units N/A Rpt Only Max. Un its mg/kg Monitoring Requirements Measurement

Freauency 1/quarter Page No.: 15 of39 Permit No.: WV0023230 Sample Iv.ru! 1/wk Comp

### SCHEDULE OF COMPLIANCE Page No.: 16 of39 Permit No
.: WV0023230



### 1. The permitee shall achieve compliance with the provisions forwaste treatment and the monitoring requirements specified in the permit in accordance with the following schedule : Jun 09, 2008: Complete construction ofadditional treatment units and meet the final effluent limitations for total residual chlorine. Refer to Section C.B. 2. Reports of compliance or non-compliance with, and progress reports on interim and final requirements contained in the above compliance schedule, ifany, shall be postmarked no laterthan 14 days following each schedule date.

### 3ection C -Other Requirements Page No.: 17 of39 Permit No.: WV0023230



### I. Theherein-described treatment works, structures, electrical and mechanical equipment shall be adequately

protected from physical damage by the maximum expected one hundred (100) year flood level and operability be maintained during the twenty-five (25) year flood level. 2. The entire sewage treatment facility shall be adequately protected by fencing. 3. The proper operation and maintenance ofthe listed sewage treatment facility shall be performed, or supervised, by a

certified operatorpossessing at least a Class IV certificate for Waste Water TreatmentPlant Operators as issued by the State ofWest Virginia. The on-site attendance ofthis facility's Class IV operator shall be determined and directedbythe Bureaufor Public Health, Office ofEnvironmental Health Services. 4. Condition C.4. deleted. (City ofWheeling informed in the meeting on March22, 2006, there is no discharge from OutletNo. 046, therefore this outfall has been deleted from the fmal permit.) 5. Condition C.5. deleted.

(City ofWheeling informed in the meeting onMarch 22, 2006, there is no discharge from OutletNo. 046, therefore this outfallhas been deleted from the fmal permit.) 6
.The City ofWheeling may divert a portion ofthe total wastewater flow received at the headworks ofthe secondary

treatment facility to a primary treatment unit and around the secondary treatment units during wet-weatherrain events in order to preventhydraulic overloading ofthe secondary treatmentportion ofthe plant. The flows diverted to the primary treatment units return to the treated wastewater stream prior to disinfection and discharge. This diversion offlow to the primary treatment units shall only occur when influent flows received at the headworks of the treatment facility are maximized throughthe secondary treatmentportion ofthe system. The City shall be allowed to divert this excess wastewater as long as the compliance with the following is made: a. Secondary treatment is provided for as much ofthe wet weather flows as possible without adversely affecting the wastewatertreatmentplant's operation. b. The flows from the combined secondary and primary treatment trains are disinfected
. c. The City ofWheeling shall provide to the CSO-related bypass a minimum ofprimary clarification, solids and flotable removal and disinfection
. d. The City ofWheeling shall provide notice to this Division ofthe occurrence ofthe bypass in accordance the the requirements prescribed inAppendix A. 7. The fmal effluent discharge from OutletNo. 00I shall be monitored for Flow, BODS, TSS, and Ammonia Nitrogen

each day that the secondary treatment bypass is active. 8. Additional treatmentunits shall be installed to achieve compliance with the fmal Total Residual Chlorine [TRC]

effluent discharge limitation, as prescribed in SectionA.OO 1
. The additional treatment units required above, which are necessary for the upgrading ofthe wastewater treatment plant, shall be installed and operational on orbefore twenty-four (24) months from the issuance date ofthis Permit. The requirementto comply with the final TRC effluent discharge limitation is being imposed as an integral part of the permitting procedures being implemented herein. 9
. The permittee shall submit each month according to the enclosed format, a Discharge Monitoring Report (DMR)

indicating in terms ofconcentration and/or quantities, the values ofthe constituents listed in Section A analytically determined to be in the plant effluent(s). Additional information pertaining to effluent monitoring and reporting can be found in Section III ofAppendix A. 10. The required DMRs should be postmarked no laterthan 15 days orreceived no later than 20 days following the end ofthe reporting period and be addressed to: Director Division of Water and Waste Management 601 57th Street SE Charleston, West Virginia 25304 Attention: Permitting Section U. S. Environmental Protection Agency Region III, Water Protection Division NPDES Branch (3WP42) 1650 Arch Street Philadelphia, PA 19103-2029 

### 11
. For any noncompliance reports required to be submitted in writing by Appendix A, PartIV, ofthis Permit, a copy shall also be forwarded to the Environmental Protection Agency at the location specified in Section C.lO. above.

### Section C - Other Requirements Page No.: 18 of39 Permit No.: WV0023230



### 12. The average daily design flow through the secondary treatment train ofthe Publicly Owned TreatmentWorks has been established at 10.0 million gallons per day. When the average monthly effluent flow reported onDischarge Monitoring Reports reaches or exceeds 90 percent ofthe average design flow, 9.0 MGD during three (3) consecutive monthly periods, the permittee shall submit a Plan ofActionto the Director. The Plan ofAction shall present, at a minimum, an analyses ofcurrenthydraulic and organic loadings on the plant, an analysis ofthe future projected loadings, and a Schedule ofTasks to accomplishprocedures necessary to maintain required treatment levels. 13. Ifthe permittee experiences flows greaterthan 90% ofaverage design flow during three consecutive months, and can demonstrate that such flows resulted from the maximization ofwet weather flow through the POTW, in accordance withthe Combined Sewer System Overflow requirements ofthis Permit, then submission ofthe following information will satisfy the above requirement for the submission ofa Plan ofAction: a. During the period, compliance with applicable BODS, TSS, and Fecal Coliform effluent limitations was maintained. b. Dry weather flows experienced over the period are less than 90% ofaverage design flow. c. Thepermittee is compliant withthe Combined Sewer System Overflow requirements ofthe permit, andthat continued operation in accordance withthose requirements is intended to ensure the maintenance ofrequired treatment levels. 14. Any future collection system extensions projected to cause an increase in wastewater flow that is equalto or greater than SOO,OOO gallons per day (S% ofthe average design flow) shall require the permittee to contact the Directorto secure approval ofthe extension. After consideration ofthe complexity ofthe project, and the available treatment capacity ofthe facility, the Directormay require the permittee to seek approval through Modification ofthe Permit. IS. Over the term ofthis permit, the permittee is allowed up to 18 excursion(s) ofthe maximum daily fecal coliform effluent limitation prescribed in Section A.OO 1. The number ofallowed excursions is based upon one 

### (1) percent of the number ofrequired self-monitoring events. Utilization ofthe excursion allowance is conditioned as follows. a. Excursion allowances are afforded only to self-monitoringresults and only when self-monitoring activities assess compliance with the maximum daily effluent limitation by analysis ofan individual grab sample. b. No excursion allowance canbe appliedto analytical results obtained by representatives ofthe Director in the performance oftheir compliance assessment activities. Additionally, representatives ofthe Directormay assess compliance with the maximum daily effluent limitation by collection and analysis ofan individual grab sample. c. No more than one excursion may be utilized in any calendar month. d. The excursion allowance is contingent upon the permittee's prompt return to compliance as evidenced by the next required fecal coliform self-monitoring event. e. The result for which an excursion allowance is claimed shall be included in the calculation ofthe average monthly effluent value. f. Should an excursion allowance be utilized by the permittee, said allowance must be reported as an attachment to the Discharge Monitoring Report. This attachment should state that (1) an excursion allowance was taken in accordance with the conditions outlined above, (2) the total number ofallowances taken to date during the term ofthis permit, and (3) the total number ofallowances remaining during the term ofthis permit. The permittee shall maintain an on-site record ofthe excursion allowances utilized during the term ofthe permit. 16. The permittee shall be requiredto testthe sewage treatment plant's influent in orderto calculate the percent (%) removal parameters for BODS and TSS contained in Section A.101 ofthis permit. Influent samplingrequirements include: · a. Percent removal shall be defined as a percentage expression ofthe removal efficiency across the wastewater treatment plant for a given pollutantparameter, as determined from the thirty day average values ofthe influent concentrations to the facility and the thirty day average effluentpollutant concentrations. Only influent and effluent samples taken concurrently as specified in Section 16.e.) below shall be used for reporting. b. Wet weather shall be defmed for this specific requirement as a day in which the total measured volume of wastewater through the wastewater plant at OutletNo. 101 exceeds 10.0 MGD.

### Section C -Other Requirements Page No.: 19 of39 Permit No.: WV0023230



### 16. c. Influent BOD5 and TSS samples shall be collected at least eighttimes per month (8/month)for the wastewater treatment facility. the permittee shall attempt to collect a dry weather sample and a wet weather sample on a weekly basis and shall attempt to collect at least four (4) wet weather-influent samples per month and four (4) dry weather-influent samples permonth. However, the Divisionrecognizes that meteorological conditions during any specific week or any specific month may prevent the collection ofdry 

### weather or wet weather samples at the recommended frequencies. d. Influent BOD5 and TSS sampling shall be collected using the same sample-type as required in Section A.l01 ofthis permit for effluent BOD5 and TSS sampling. e. Influent BOD5 and TSS sampling shall be performed overthe same time period as effluent BOD5 and TSS sampling. 17. The permittee has requested five(5) day Biochemical Oxygen Demand and Total Suspended Solids regulation in the form ofseven(7) day average limitations in lieu ofmaximum daily limitations. Seven (7) day average is defined as the arithmetic mean ofpollutant parameter values for samples collected in a period ofseven (7) consecutive days. The Directorhas determined that regulation in that form is appropriate for the permitted facility, and has incorporated applicable seven (7) day average limitations and self-monitoring requirements in Section A.101 ofthis permit. The seven (7) day average shall be calculated as the arithmetic mean ofthe sample values recorded during the four (4) seven (7)-day periods ofthe month (i.e
. 1stto 7th, 8th to 14th, 15th to 21st, and 22nd to 28th). Additionally, when representatives ofthe Director are performing compliance assessment activities that are independent ofeffluent data provided by the permittee, the representatives may perform such assessment based upon maximum daily limitations of60.0 milligrams perliter for bothparameters. 18. The Director is required to include effluent limitations in WV/NPDES Water Pollution Control Permits for all prioritypollutants that are present in amounts that could potentially cause violation ofWater Quality Standards. Certaintoxic pollutants are known to be present in the influent, effluent, and/or sludge produced by Publicly Owned Treatment Works treatment systems. The Director has obtained adequate effluent sampling information and background receiving stream data to determine ifthe pollutants are present in the effluent in amounts that would jeopardize Water Quality Standards
. Based upon the information obtained, a reasonable potential assessment has determined that the pollutants Arsenic, Cadmium, Hexavalent Chromium, Copper, Cyanide, Lead, Nickel, Silver, and Zinc do not exhibit a reasonable potential to violate the effluent limitations. However, a reasonable potential assessment has determined that the pollutant Mercury exhibit a reasonable potential to violate the effluent limitation. a. There is uncertainty about the presence ofmercury in the effluent discharge from Outlet No. 101. The Division shall give the permittee a 24-month time periodto evaluate for the presence ofmercury in the effluent discharge from Outlet No
. 101. b
. The permittee shall continue to monitor onlythe effluent discharge ofOutlet 101 for Total Mercury on a monthly basis. Upon the submission of 12 sample results for this parameter, the permittee may request a relaxation ofthe monitoring frequency with the submission ofaminor permit modification, should this data show that this parameter continue to show no reasonable potential to violate water quality standards. c. The sampling and analysis required herein, as prescribed in Section A.l01 ofthis permit for mercury shall be conducted in accordance with sample collection, preservation, and analytical procedures specified in 40 CFR Part 136. The permittee shall assure that the test procedure being utilized has an appropriate method detection level (MDL) for this parameter. Parameter should be analyzed using test procedure having MDL below, or as close to, the water quality standard for said parameter. Analytical test result obtained that is less than the MDL shall, at this time, be reported as less than the MDL on the Discharge Monitoring Reports.

Parameter EPA Method No. Detection Level (ug/1) Mercury, Total 1631 0.0002

### Section C - Other Requirements Page No.: 20 of39 Permit No.: WV0023230



### 18. d. The City ofWheeling shall collect one sample permonth for a minimum oftwelve (12) samples for the pollutantmercury and submit these results to this Division. Based on this new monitoring data, the Division shall reassess the reasonable potential result using the new available data. Should this sampling result reflect that the effluent does nothave a reasonable potential to violate the water quality standard for mercury, the Division will considerreduction ofthe monitoring frequency and/or elimination ofthe effluent limitation for this pollutant. 19. The analytical testprocedures setforth in 40 CFRPart 136 prescribe colorimetric methods for certainparameters. The digestion process for the performance of"totalrecoverable" is not sufficient for the utilization ofa colorimetric procedure. Therefore, colorimetric procedures shall not be acceptable for the analysis ofparameters prescribed as "totalrecoverable".

Parameter Cadmium, Total Recoverable Chromium, Hexavalent Copper, Total Recoverable Lead, Total Recoverable Nickel, Total Recoverable Silver, Total Recoverable Zinc, Total Recoverable Mercury, Total Arsenic, Total Cyanide, Free Selenium, Total Recoverable EPA Method No. Detection Level (ug/1) 213.2 0.2 218.4 1 220.2 1 239.2 1 249.2 3 272.2 0
. 2 289.2 1 1631 0
. 0002 206.2 2 Use the Standard Method for "Weak Acid Dissociable" Cyanide, as specified in the latest edition of Standard Methods. 270.2 2 

### 20. Available sampling methods for total residual chlorine (TRC) are currently not sensitive enough to confirm compliance with the permit limitations imposed for the new treatmentplant. Total residual chlorine (TRC) samples shall be taken, preserved and analyzed in accordance with the latest edition of40 CFR Part 136. The permittee operates a certified wastewater laboratory at the plant site and must comply with the instantaneous sample-type requirements, the permittee shall use an EPAApproved Method with at least a method detection level (MDL) of 100 ug/1. Any TRC sampling result reported as less than the MDL stated above shall be assumed to confirm compliance for purposes ofpermit compliance. Should a more sensitive EPA approved method become available for field analysis ofTRC, the permittee shall perform TRC self-monitoring in accordance with the new method. If the new method is not sensitive enough to determine compliance with specified TRC limits, analytical results reported as "not detected" at the MDL ofthe new method will be deemed compliant for purposes ofpermit compliance. 21. Any "not detected (ND)" results by the permittee must be "ND" at the method detection limit (MDL) for the test method used for that parameter and must be reported as less than the MDL used. The permittee may notreport the result as zero, "ND", or report the result as less than a minimum level (ML), reporting limit (RL), or practical quantitation limit (PQL). When averaging values ofanalytical results for DMRreporting purposes for monthly averages, the permittee should use actual analytical results when these results are greater than or equal to the MDL and should use zero (0) when these results are less than the MDL. Ifall analytical results are non-detect at the MDL (<MDL), then the permittee should use the actual MDL in the calculation for averaging and report the result as less than the average calculation. 22. The Division has begun to analyze the impacts ofnutrients upon water quality and to explore whether there is a need to establish nutrient water quality standards. Therefore, the Division shall impose effluent monitoring for Total Phosphorus and Total Nitrogen in order to assist the Division in this analysis. The Division recognizes, currently, there is no EPA approved method to directly test for Total Nitrogen. The Total Nitrogen value to be reported on the permittee's Discharge Monitoring Reports (DMRs) shall be the sum ofthe following parameters: Total Kjeldahl Nitrogen (TKN) Nitrite (N02) 

### Nitrate (N03) Each ofthese pollutants listed above has an EPA approved method.

### Section C - Other Requirements Page No.: 21 of 39 Permit No.: WV0023230



### 23. Thepermittee shall monitor for the Storm water OutletNo. 002, listed in the permit, shall be in accordance with the following requirements: a. Sampling: The collection ofthe samples for the reported analyses shall be in accordance with SectionA.002 ofthis permit. Any specific requirements contained in the applicable analytical methods must be followed for sample containers, sample preservation, holding times, the collection ofduplicate samples, etc. b. A grab sample shall be collected during the frrst 30 minutes, or as soon thereafter as practicable, ofthe discharge and analyzed
. c. Grab samples are defmed as an individual sample ofat least 100 milliliters collected during the frrst 30 minutes, or as soon thereafter as practicable, ofthe discharge. d. Sample Type: Samples shall be collected from the discharge resulting from a storm event that is greater than 0.1 inches in magnitude and that occurs at least 72 hours from the previously measurable (greaterthan 0.1 inch rainfall) storm event. Where once per six (6) month sampling is required, the samples for each six month period shall be collected at leastthree (3) months apart, ifpossible. The grab sample shall be taken during the first thirty minutes ofthe discharge. Ifthe collection ofa grab sample during the first thirty minutes is impractical, a sample can be taken during the first hour ofthe discharge, and the discharger shall submit with the monitoring report a description ofwhy a grab sample during the first thirty minutes was impractical. 24
.Monitoring benchmark concentrations for Stormwater Outlet No. 002 stormwaterpollutants are as follows: Pollutant Monitoring Cut-Off Concentration Sampling Frequency Sample Type Biological Oxygen Demand 30
. 0 mg/1 1/6 Months Grab Chemical Oxygen Demand 120
. 0 mg/1 1/6 Months Grab Total Suspended Solids 100
. 0 mg/1 1/6 Months Grab Ammonia Nitrogen 4
. 0 mg/1 1/6 Months Grab Fecal Coliform 400 counts/100ml 1/6 Months Grab pH 6.0

- 9.0 SU 1/6 Months Grab Oil & Grease 15.0 mg/1 1/6 Months Grab 

### When the average concentration ofa pollutant calculated from all monitoring data, minimum offour(4) consecutive samples, is less than the corresponding bench mark value for the pollutant, additional monitoring for the pollutant is notrequired (all pH values ofthe samples mustbe within the range 6.0 to 9.0 S.U.)
. The permittee shall submit, twice per year, to the Division ofWater and Waste Management, in lieu ofthe monitoring data, a certification (form will be provided upon request) that there has notbeen a significant change in the industrial activity orthe pollution preventionmeasures in the area ofthe facility that drains to the outlets for which sampling is to be waived. Ifthe average concentration ofa pollutant exceeds the corresponding benchmark concentration or pH values ofall samples are not within the range of6.0 to 9.0 S.U., monitoring shall continue and storm waterpollutionprevention measures shall be revised and the revised plan implemented
. 25
. Ifthere is evidence indicating potential or realized impacts on water quality due to any stormwater discharge associated with the wastewater treatment facility covered by this permit, the permit may be promptly modified and/or reissued to include effluent limitations and/or other requirements to control such storm water discharges
. 26
. Uponthe City ofWheeling's rerouting all on-site storm water discharges to the wastewater treatment plant for ultimate treatment, the Discharge Limitations and Monitoring Requirements prescribed for Outlet No. 002 on Page 9 of39 shall become void. With-in thirty (30) days ofthe completion ofthe rerouting ofall the storm water discharges, the City ofWheeling shall submit a minor permitmodification application to this Division to eliminate Outlet No. 002. 27. Within six (6) months ofthe issuance ofthis permit, the permittee shall develop and implement a storm water pollution prevention plan (SWPPP) for the wastewater treatment facility site. The SWPPP shall be prepared in accordance with good engineering practices
. The SWPPP shall identifypotential sources ofpollution which may reasonably be expected to affect the quality ofstorm water discharges associated with the industrial activity. In addition, the plan shall describe and ensure the implementation ofpractices which are to be used to reduce the pollutants in storm water discharges associated with the industrial activity at the facility and to assure compliance with the terms and conditions ofthis permit. A copy ofthe plan shall be retained at the site for review upon request.

### Section C - Other Requirements Page No.: 22 of39 Permit No.: WV0023230



### 28. Thepermittee shall continue to implement a program to identify and eliminate sources ofinflow and infiltration. On orbefore 90 days, the Permittee shall submitto the Director a written Plan ofActionthat stipulates specific

**~sks** 

### and compliance dates for the implementation ofthe program. A writtenprogress report shall be provided on a semi-annualbasis, as an attachmentto the DischargeMonitoringReport, detailing what has beenperformed 

### in relation to the implementation and accomplishments ofthe inflow and infiltration elimination program. Failure of thepermittee to comply

### with this requirement shallresult in subsequent administrative and/or legal action, as may benecessaryin orderto obtain·the compliance soughtherein
.

### Section 0 - Sewage Sludge Management Requirements Page No.: 23 of39 Permit No.: WV0023230



### 1. The permittee shall monitor and report monthly on the enclosed Sewage Sludge Management Report form the

quality and quantity ofsewage sludge produced. Therequired report shall be received no later than 20 days following the end ofthe reporting period and be addressed to: Director Division ofWater and Waste Management Permitting Branch 601 57th Street SE Charleston, West Virginia 25304 2. Thepermittee shall provide copies ofmonthlyreports to the county orregional solid waste authority in which the

facility or land application site(s) is located. 3. The Sewage Sludge MonitoringReport form shall be submitted quarterly. The required report shall be received no

laterthan 20 days following the end ofthe reporting period and shallbe addressed to: Director Division ofWater and Waste Management Permitting Branch 601 57th Street SE Charleston, West Virginia 25304 4. The following method ofsludge disposal shall be used for sewage sludge generated and/or processed at the

permitted facility: Landfill Disposal: Sewage sludge may be disposed at a landfill by placing the sewage sludge in the landfill cell, providedthat the landfill obtains approval from the Division ofWater and Waste Management to allow the acceptance ofsewage sludge from the permittee, and provided that the landfill(s) is/are identified in the permit application. Prior approvalby the Division ofWater and Waste Management is requiredto change landfill disposal site(s). 5
.Areas used for processing, curing, and/or storage ofsewage sludge shall be designed, constructed and operated to

preventrelease ofcontaminants to the groundwater and/or surface water. 6. All analyses performed on soils and sewage sludges shall be analyzed in accordance with analytical methods listed

in 40 CFRPart 503.8 exceptthat Nutrients may be analyzed in accordance with the most recently approved edition ofStandardMethods and pH may be analyzed using EPA Method 9045A. 7
. Sewage sludge disposed in a landfill cell shall be a non-hazardous material as defined in 40 CFRPart 261.24 and a

minimum of20 percent solids. Ifthe sewage sludge is not 20 percent solids, a bulking agent may be used to achieve 20 percent solids before the sewage sludge is weighed in at the landfill. Alternative sludge disposal methods at the landfill can be utilized upon obtaining prior written approval from the Director ofthe Division of Water and Waste Management. 8
.Ifsewage sludge is used for revegetation, or spread in any other manner at the landfill, the sewage sludge shall meet

all ofthe land applicationrequirements. These requirements include vector attraction and pathogen reduction methods, heavy metals limits, and abiding by an approved loading rate based on soil analyses. 9
.The permittee shall maintain all records and reports ofall monitoring required by Section D ofthis permit for five (5) years after the date ofmonitoring or reporting. Records should include all sample results; any landfill receipts; copies ofall requiredreports; and records ofall data used to complete these reports. 10
.The limitations and monitoring requirements listed in Section A.SOl ofthis Permit shall apply to the sewage sludge or sewage sludge products.

### Section 0 -Sewage Sludge Management Requirements Page No.: 24 of39 Permit No
.: WV0023230



### 11. The appropriate composite sampling procedures shall be based upon the particular sludge processing methods used by the permittee. The composite samplingprocedures for the various methods are described as follows: BeltPress, Vacuum Filter or Centrifuge- During the week that the composite sample is obtained, the permittee shall take a minimum ofthree (3) grab samples during each day ofthe week that the dewatering system is in operation. These grab samples are to be mixed together and the final sample obtained from the composite
. Samples should be collected at a point immediately after the dewatering operation
. Liquid Sludge

- During the weekthat the composite sample is obtained, the permittee shall take a representative grab sample from each truck load ofsewage sludge hauled during that week. These grab samples are to be mixed together and the fmal sample obtained from the composite. Samples should be collected from the sewage sludge being pumped into the truck or as the sewage sludge is being discharged from the truck. Sewage Sludge Drying Beds

- Duringthe weekthat the composite sample is obtained, the permittee shall take a minimum offour (4) grab samples from each bed fmished during that week. These grab samples are to be mixed together and the final sample obtained from the composite
. Composting or Stock Piles

- The permittee shall obtain a minimum ofeight (8) grab samples from the pile of fmished product. These grab samples are to be mixed together and the fmal sample obtained from the composite.

### Section E- Pretreatment Requirements Page No.: 25 of39 Permit No.: WV0023230

1. 

### Thepermittee shall implementthe Industrial Pretreatment Program in accordance with the Clean Water Act and the

regulations 40 CFR403 promulgatedthereunder. The program shall also be implemented in accordance with the program submission originally approved on November 8, 1985, and with the modification approved on August 8, 1994 andMarch 31, 2003. 2. The permittee shall implement the program upon all industrial users ofthe POTW, irrespective ofthe geographical location ofthe users. The permittee shall secure and maintain adequate legal authority to control users located in the Towns ofBethlehem, Triadelphia, Clearview, City ofBenwood and in Ohio County Public Service District, as well as those located in unincorporated areas outside the corporate boundaries ofthe City ofWheeling. 3. The permittee shall submitproposed changes to the approvedprogram in accordance with 40 CFR403.18, and shall obtain prior approval ofSubstantial Modifications as defmed by 40 CFR403.18(c). 4. The permittee's implementation ofthe program shall, at a minimum, meetthe requirements listed below. a. The permittee shall issue individual discharge permits to all significant industrial users (SIUs) as defmed by 40 CFR 403.3(t). Permits shall contain the minimum requirements of40 CFR403.8 (f) 

### (1) (iii). The permittee shall reissue permits to SIUs priorto their expiration. Administrative extensions ofexpiring permits shall not be granted without written consent from the Director. b. The permittee shall inspect each SIU at least once per year. The annual inspection shall evaluate the manufacturing process, chemical storage areas, pretreatment facilities, spill prevention and control procedures, slug discharge control procedures, hazardous waste generation and disposal procedures, self- monitoring procedures and records. c. The permittee shall sample and analyze the nondomestic wastewater discharge(s) ofeach SIU at least once per year. Such monitoring shall include all parameters limited in the SIU's permit and shall be performed in accordance with 40 CFR 136, where applicable. d. The permittee shall perform quarterly assessments ofSIU compliance, and document the names ofSIUs that demonstrate significant noncompliance and the SNC criteria violated. The permittee shall publish the name of any SIU that demonstrates significant noncompliance in the pretreatmentyear, as required by 40 CFR 403.8 (f) 

### (2) (vii). Publication shall occur no later than forty-five (45) days after the last day ofthe implementation year. e. The permittee shall take timely and appropriate enforcement for all instances ofindustrial user noncompliance in accordance with an Enforcement Response Plan as required by 40 CFR403.8 (f) 

### (5). The permittee shall take "formal" enforcement actions against SIUs demonstrating Significant Noncompliance as defmed by 40 CFR 403.8 (f) 

### (2) (vii). A formal enforcement action is an Administrative Order or more stringent action. f. The permittee shall ensure that adequate resources (equipment and personnel) are available to fully implement the pretreatmentprogram. 5. The permittee shall conduct monitoring at its treatment plant, as follows:

a. In addition to the POTW effluent monitoring requirements specified in SectionA ofthis permit, the total form ofcopper, lead, and zinc shall be monitored at the POTW effluent on a quarterly (4/year) basis. For all ofthe above parameters, the samples obtained for compliance with self- monitoring requirements ofSection A of this Permit (i.e. the total recoverable form ofthe pollutant) shall be split and analyzed using the sample digestion techniques for the total form ofthe pollutant. b. The POTW influent shall be monitored on a quarterly basis for the total form ofcadmium, chromium, arsenic, mercury, copper, lead, nickel, silver, selenium,zinc, and cyanide. For cyanide, an individual grab sample shall be obtained at a time that is representative ofnormal operation ofthe treatment plant and contributing industries. For all other parameters, twenty-four (24) hour composite samples shall be obtained. A representative flow sample shall be taken at the time ofabove monitoring and reported with the results required by Section E.6.e. Influent monitoring shall be conducted concurrently with the effluent monitoring required by Section E.5.a. above.

### .Jection E - Pretreatment Requirements Page No.: 26 of39 Permit No
.: WV0023230



### 5
. c. The permittee shall conduct annual (1/year) monitoring ofthe POTW influent for all priority pollutants not specified in SectionA. 

### For volatile organics, a minimum offour individual samples shall be obtained. The samples may be analyzed separately ormay be combined in the laboratory, using flask or purge device compositing techniques as specified in EPA's draft guidance, VOA Compositing Procedures, and the composite sample then analyzed. Twenty-fourhour composite samples shall be obtained and analyzed for base neutrals, acid extractables, pesticides and metals. d
. The permittee shall conduct monitoring ofthe treatment plant's dewatered sludge as required by 40 CFR 503 and in accordance with the State ofWest Virginia Sewage Sludge ManagementRegulations. 6
. On or before March 1st ofeach year, the permittee shall submit an annual report that describes the permittee's

pretreatment implementation activities ofthe previous pretreatment implementationyear (January 1st-- December 31st). The annual report shall include the following information: a. SIU Listing-- Provide an updated list ofall current SIUs. The list shall indicate which SIUs are subject to Categorical Pretreatment Standards, andthe applicable standard. b. SIU Permits-- Provide a list ofthe issuance and expiration dates ofeach SIU permit, and the names ofall SIUs that are without a valid permit. c. Sampling and Inspection

-- Provide the number ofinspections and sampling events performed by the permittee at SIUs and a listing ofSIUs that were not sampled and those that were not inspected. d. Compliance and Enforcement-- Provide a summary ofthe violations ofpretreatment standards and requirements that occurred during the year. Include the results ofthe quarterly SNC assessments required by Section E.4.d above, and for each SIUthat demonstrates SNC, describe the specific enforcement action taken and the current compliance status ofthe SIU. Also provide the numbers ofeach type ofenforcement action taken bythe permittee, and a copy ofthe published list ofSIUs in SNC, as required by item E.4.d. above. e. POTW Operations

-- Provide a description ofany interference, upset or Permit violations experienced by the POTW which are attributable to the discharges ofindustrial users. Include a summary ofthe results ofthe influent, effluent and sludge monitoring required by Section E.5 above. f. 

### Local Limitations-- For each pollutant that a Local Limitation exists provide a summary ofthe current total available load for the POTW and the allocation ofthat load to existing industrial users for the previous year. Include the loads allocated by the addition and/or deletion ofindustrial users and uncontrollable sources such as but not limited to domestic waste background loads, non-significant industrial users, etc. 7. The permittee shall recalculate the maximum daily local limits for its pretreatmentprogram to achieve compliance

with the following effluent discharge limits from Outlet 001. The current local limits for these pollutants are not protective ofthe average monthly limits required in the discharge from Outlet 001. These discharge limits were derived from Water Quality-Based Effluent Limits developed (but not imposed) during the permit reissuance. Parameter Hex Chromium Silver Monthly Average Limitation (mg/1) 0
. 013 0
. 0048 

### Ifthe recalculated pretreatment local limits are more stringent than the local limits in the City's Sewer Use Ordinance, the permittee shall submit to the Division, a permitmodification application within six (6) months ofthe effective date ofthis permit and shall have these changes incorporated in the City's Sewer Use Ordinance within six (6) months ofthe Division's approval ofthe said permit modification. 8. The Director and the U.S. EPA retain the right to require the permittee to institute changes to the pretreatment

program if: a. The requirements of40 CFR 403 are not satisfied by program implementation; b. Problems such as interference, pass through or sludge contamination develop; c. Federal or State requirements change.

### .3ection F - Combined Sewer System Overflows Page No.: 27 of 39 Permit No
.: WV0023230

1. 

### Outletnumbers C002, COOS to C008, COlO to C013, C015 to C017, C019, C035, C037 to C040, C042 to C047,

C051, C053 to C059, C061 to C065, C068, C071, C072, C074, C075, C083, C087 to C093 , C095, C098 to Cl03, Cl06 to Cl14, Cl16 to C118, Cl21, Cl22, C124, Cl26 to Cl34, Cl36, Cl37, Cl39 to C148, Cl52, C156, C157, C159, C160, C163, Cl65, Cl67, Cl70 and Cl72, (98 CSO reliefpoints), listed below, serve as combined sewer reliefpoints. Combined sewer overflows (CSOs) are allowed only when flows in the combined sewers exceed the conveyance and/or treatment ca pacities during wet weather periods
. Wet weather shall be defined for this requirement as any period oftime in which flows within the combined sewer system, or portion thereof , are being substantially influenced by rainfall, snowmelt, and/or other natural phenomena. Dry 

### weather overflow events from any CSO are prohibited
. The permittee shall ensure that all CSO events comply with the requirements found in Section F and any otherpertinent portions ofthis permit. The requirements in this permit shall not supersede the 1994 CSO Policy or the recommended EPA Guidance for Nine Minimum Controls
. Outlet No. City of Wheeling No.



# ---------- -------------------- C002 0-1



### coos 0-4
C(/06 0-5

C007 0-7



### coos 0-9

COlO 0- 11
C011 0-13
C012 0-14

C013 0-14R
C015 0-17
C016 0-20
C017 0- 23
C019 0-25

C035 0-37B Name and/or Location



# ------------------------------- 45th and Water Streets Latitude 40° 02' 09.7" (N) Longitude 

### so· 43' 42
. 3" (W) 41st and Water Streets Latitude 40° 02' 24
. 5" (N) Longitude 

### so· 43 ' 28
. 4" (W) 39th and Water Street Latitude 40 ° 02' 34
. 1" (N) Longitude 

### so· 43' 37.2" (W) 37th and Water Street Latitude 40 ° 02' 43
. 7" (N) Longitude 

### so · 43 ' 38
. 5" (W) 35th and Water Street Latitude 40 ° 02' 52. 7" (N) Longitude 80° 43 ' 41
. 1" (W) 24th and Water Street Latitude 40° 03 ' 28
. 0" (N) Longitude 80° 43' 41.0" (W) Alley between 22nd & 23rd Street Latitude 40 ° 03 ' 36.4" (N Longitude 80 ° 43' 36.7" (W) 22nd and Water Street Latitude 40 ° 03' 38. 8" (N) Longitude 80 ° 43 ' 35.4" (W) Wheeling Creek & Ohio River Latitude 40° 03' 51.5" (N) Longitude 80° 43' 29.6" (W) 12th and Water Street Latitude 40 ° 04' 00.1" (N) Longitude 80 ° 43' 29.6" (W) Under I-70

- Fort Henry bridge Latitude 40 ° 04• 17.9" (N) Longitude 

### so• 43' 31.3" (W) 5th Street on jogging trail Latitude 40 ° 04' 41.8" (N) Longitude 80 ° 43' 38
. 6" (W) 4th Street on jogging trail Latitude 40 • 04' 48.5" (N) Longitude 80 ° 43' 38. 5" (W) Behind Centre Foundry Latitude 40 ° 06' 01
. 8" (N) Longitude 80 ° 43' 19.3" (W) Receiving Stream



## --------------

Ohio River

Ohio River
Ohio River

Ohio River

Ohio River

Ohio River
Ohio River
Ohio River

Ohio River
Ohio River
Ohio River
Ohio River
Ohio River
Ohio RiverPage No.: 28 of 39 Permit No
.: WV0023230


### .Jection F - Combined Sewer System Overflows I. OUtlet No. City of Wheeling No. Name and/or Location

C037 0-37R

C03B 0-39

C039 0-41

C040 0-44
C042 0-46
C043 0-47

C044 0-48

C045 0-49

C046 0-50
C047 I-1
C051 I-6
C053 I-7

C054 I-S

cess I-9

C056 I-10

C057 I-lOR

C058 I-ll Behind Warco Sales Latitude 40" 05 1 57.6" (N) Longitude SO" 43 1 21.9" (W) North 3rd Street and Hazlett Avenue Latitude 40" 06 1 15.0" (N) Longitude BO" 42 1 14.1" (W) North 5th Street Latitude 40" 06 1 30
. 5" (N) Longitude 

### eo• 42 1 08
. 9" (W) Alley between North lOth & 11th St
. Latitude 40" 06 1 45.0" (N) Longitude B 0• 42 1 07.4" (W) Alley between North 17th & 18th St
. Latitude 40° 07 1 04.2" (N) Longitude BO" 42 1 14.1" (W) Alley between North 18th & 19th St
. Latitude 40" 07 1 07.5" (N) Longitude BO" 42 1 15.0" (W) North 22nd St. near old RR track R/W Latitude 40" 07 1 17.B" (N) Longitude BO" 42 1 17.9 11 (W) North on Richland Ave at N. 23rd St
. Latitude 40" 07 1 24.8" (N) Longitude SO " 42 1 04.8" (W) North 24th and Hazlett Avenue Latitude 40" 07 1 31.8" (N) Longitude SO" 42' 15.9" (W) Georgia Street and Alley P Latitude 40" 04' 43.4" (N) Longitude BO" 44 1 09.7" (W) Delaware and South Erie Street Latitude 40" 04 1 12.8" (N) Longitude BO" 44 1 13.1" (W) South Erie Street & Alley 40 Latitude 40" 04 1 10.9" (N) Longitude 

### eo• 42 I 12.2" (W) Ohio and South Erie Street Latitude 40" 04' 04.0" (N) Longitude 80" 44' 10.4" (W) South Wabash Street & Orchard Alley Latitude 40" 04' 02.4" (N) Longitude SO" 44' 10.1" (W) Caroline Street in Siphon Structure Latitude 40" 03 1 53.9" (N) Longitude 80" 43' 39.5" (W) Caroline Street

- Siphon Overflow Latitude 40" 03 1 53.9" (N) Longitude 80" 43' 39.5" (W) Fink Street and South Front Street Latitude 40" 03' 59.5" (N) Longitude SO" 43 1 3S.6" (W) Receiving Stream
Ohio River

Ohio River

Ohio River

Ohio River
Ohio River
Ohio River

Ohio River

Ohio River

Ohio River
Ohio River
Ohio River
Ohio River

Ohio River

Ohio River

Ohio River

Ohio River

Ohio RiverPage No
.: 29 of39 Permit No.: WV0023230 

### .;ection F - Combined Sewer System Overflows !.Outlet No. City of Wheeling No. Name and/or Location

C059 I-12 Ohio and South Front Street Latitude 40" 04 1 09
. 2" (N) Longitude 80" 43 1 39
. 5" (W) C061 I-13 Rear # 6 South Front

- near bridge Latitude 40" 04 1 12
. 9" (N) Longitude 

### eo• 43 I 41.1" (W) C062 I-16
C063 W-lB

C064 W-lR

C065 W-2
C068 W-16

C071 W-18
C072 W-21
C074 W-24
C075 W-25R

C083 W-29

C087 W-32

COBB W-33

C089 W-34

C090 W-36
C091 W-38 506 North Front Street Latitude 40" 04 1 41.5" (N) Longitude 

### eo• 43 1 49.3" (W) 16th and Main St. at bridge Latitude 40" 03 1 47.2" (N) Longitude 

### eo· 43 1 22.8 11 (W) 16th and Main St. 

## - Siphon Overflow Latitude 40" 03 1 47.6" (N) Longitude 

### eo· 43 1 22.8" (W) 18th & Market Street at bridge Latitude 40" 03 1 45.4" (N) Longitude 80" 43 1 17.6" (W) Tunnel Green access Road

- 13th St. Latitude 40" 04 1 02.2" (N) Longitude 80" 42 1 35.5" (W) I-70 Latitude 40" 04 1 23.2" (N) Longitude 80" 42 1 41.5" (W) Penninsula St. near Baker St
. Bridge Latitude 40" 04 1 28.8" (N) Longitude 80" 42 1 59.1" (W) Bow Street near Swing Club Latitude 40" 04 1 49.8" (N) Longitude 80" 42 1 56.9" (W) Schenk Street near Schenk St
. Bridge (Interceptor Overflow) Latitude 40" 04 1 44.0"(N) Longitude 80• 42 1 51.8" (W) Savin Rock Avenue Latitude 40" 04 1 33.2" (N) Longitude 80" 42 1 43.1" (W) Fawn Street Latitude 40" 04 1 28.1" (N) Longitude 

### eo· 42 1 30.0" (W) Merwin Street Latitude 40" 04 1 30.0" (N) Longitude 

### eo· 42 1 17.4 11 (W) I-70 Latitude 40" 04 1 26
. 7 11 (N) Longitude 

### eo• 42 I 04
.0" (W) National Rd across from Whg-Pitt Bldg

Latitude 40" 04 1 29. 7" (N) Longitude 80• 41 1 57 . 5 11 (W) 805 Mount DeChantal Road Latitude 40" 04 1 18.3" (N) Longitude 80" 41 1 52.6" (W) Receiving Stream
Ohio River
Ohio River

Ohio River Wheeling Creek
Wheeling Creek
Wheeling Creek Wheeling Creek
Wheeling Creek Wheeling Creek Wheeling Creek Wheeling Creek

Wheeling Creek
Wheeling Creek
Wheeling Creek
Wheeling Creek
Wheeling Creek Wheeling CreekPage No.: 30 of39 Permit No.: WV0023230


### .iection F- Combined Sewer System Overflows 1. Outlet No. City of Wheeling No. Name and/or Location Receiving Stream



# ---------- -------------------- 

# ------------------------------- ---------------- C092 W-3BA Mt. DeChantal Road Wheeling Creek Latitude 40° 04' 14.B" (N) Longitude B0° 41' 45.7" (W) C093 W-39 Knox Lane Wheeling Creek Latitude 40° 04' 20
. 3" (N) Longitude B0° 41' 35
. 2" (W) C095 W-40 Wheeling College Wheeling Creek Latitude 40° 04' 22.2" (N) Longitude BOO 41' 32
. 4 11 (W) C09B W-40A Rear 47 Haddale Avenue Wheeling Creek Latitude 40° 04' 2B.7" (N) Longitude B0° 41' 17 .3" (W) C099 W-40B Bedillion Lane Wheeling Creek Latitude 40° 04' 27.1" (N) Longitude BOO 41' 16.0" (W) C100 W-40C Bedillion Lane Wheeling Creek Latitude 40° 04' 27.1 11 (N) Longitude BOO 41' 16.0" (W) C101 W-41 Haddale Avenue & Laurel Avenue Wheeling Creek Latitude 40° 04' 25.1" (N) Longitude B0° 41' 12.1" (W) C102 W-42 Alley between Washington and Wheeling Creek Alice Avenue Latitude 40° 04' 19.2" (N) Longitude B0° 41' 14.5" (W) C103 W-43 Washington Avenue Wheeling Creek Latitude 40° 04' 17
. 7 " (N) Longitude B0° 41' 02
.7 " (W) C106 W-45 Biltmore Avenue Wheeling Creek Latitude 40° 04' 10.7" (N) Longitude BOO 40' 59.0" (W) C107 W-46 Cypress Avenue Wheeling Creek Latitude 40° 04' 07
. 1" (N) Longitude B0° 40' 5B.1 11 (W) C10B W-47 Duquesne Avenue Wheeling Creek Latitude 40° 04' 05.2" (N) Longitude BOO 40' 5B.B" (W) C109 W-47R Duquesne Ave 

### - Interceptor OVerflow Wheeling Creek Latitude 40° 04' 05.2" (N) Longitude BOO 40' 5B.B" (W) C110 W-4B Pleasant Drive Wheeling Creek Latitude 40° 04' 00.2" (N) Longitude B0° 40' 59.6" (W) C111 W-4BR Fairfax Avenue Wheeling Creek Latitude 40° 04' 00.5" (N) Longitude B0° 41' 00.1" (W) C112 W-49 Reid Avenue Wheeling Creek Latitude 40° 03' 47.B" (N) Longitude B0° 40' 59.B" (W)

### .Section F- Combined Sewer System Overflows I. OUtlet No. City of Wheeling No. Name and/or Location

C113 W-50 Greenwood Cemetery Latitude 40" 03' 44.9" (N) Longitude SO" 40' 58.5" (W) C114 W-51 Greenwood Cemetery Latitude 40" 03' 3S .4" (N) Longitude SO" 40' 54.S 11 (W) C116 W-53 I-70 Latitude 40" 03' 23.2 11 (N) Longitude SO" 40' 50.2 11 (W) C117 W-54 I-70 Latitude 40" 03' 16.9" (N) Longitude 80° 40' 43.0" (W) 

### ells W-55 I-70 Latitude 40" 03' 07.2 11 (N) Longitude SO" 40' 17.9" (W) C121 W-60 National Road

- Wharton Amaco Latitude 40" 02' 52.3" (N) Longitude SO" 39' 50.3" (W) C122 W-61 National Road

- Rt 40 Lunch Latitude 40" 02' 42.6" (N) Longitude 80" 39' 39.5" (W) C124 W-62R Under Junior Avenue Bridge Latitude 40" 02' 39.6"(N) Longitude SO" 39' 36.9"(W) C126 W-65 Alley between Austin & Columbia Latitude 40° 02' 23.6 11 (N) Longitude 80" 39' 44.S" (W) C127 W-66 Austin Avenue Latitude 40" 02' 22.2 11 (N) Longitude SO" 39' 45.6" (W) C128 W-67 Marshall Avenue Latitude 40" 02' 19.4" (N) Longitude 

### so" 39' 47.4" (W) C129 W-6S Patterson Avenue Latitude 40" 02' 17.S"(N) Longitude 

### so" 39' 4S .4" (W) C130 W-69 Williams Lane Latitude 40" 02' 14
. S" (N) Longitude 

### so" 39' 50
. 2" (W) C144 W-70 Sycamore Avenue Latitude 40" 02' 12
. 2" (N) Longitude SO" 39' 50
. S" (W) C131 W-71 Patterson Avenue Latitude 40" 02 1 07
. 1" (N) Longitude SO" 39' 39
. 3" (W) Page No.: 31 of 39 Permit No.: WV0023230

Receiving Stream

Wheeling Creek
Wheeling Creek
Wheeling Creek Wheeling Creek
Wheeling Creek Wheeling Creek Wheeling Creek Wheeling Creek
Ave Wheeling Creek
Wheeling Creek
Wheeling Creek
Wheeling Creek
Wheeling Creek Wheeling Creek Wheeling Creek

Cl32 W-72 End of Courtland Avenue in circle Wheeling Creek Latitude 40° 02' 05.9" (N) Longitude SO" 39' 37.1" (W)Page No
.: 32 of39 Permit No
.: WV0023230 

### Jection F- Combined Sewer System Overflows !.OUtlet No.

Cl33

Cl34

Cl36
Cl37
Cl39
Cl40
Cl41
Cl42

Cl4S
Cl52

Cl56
Cl57

Cl59

Cl60
Cl63

Cl65

Cl67 City of Wheeling No. Name and/or Location
W-74 Kruger Street and Shafer Avenue Latitude 40• 02' 04.S" (N) Longitude so• 39' 26.S" (W) W

- 76

C-6
C-12
C-13
C-14
C-15
C-17

C-31
L-1

L-3
L-4

L-5A

L-6
B-2

B-3

G-2 Mill-Acres & Cedar View Drive Latitude 40• 01' 59
. 6"(N) Longitude so• 39' 19.4" (W) Jacob St. next to Bachmann's Rest
. Latitude 40 ° 03' 05.0" (N) Longitude so• 43' 29.1" (W) Alley "I" Latitude 40• 03' 04.2" (N) Longitude so• 43' 19.9" (W) Alley J by Red Head Salon Latitude 40• 03' 01. 7" (N) Longitude so• 42' 5S.9" (W) OUtside East End of Tunnel Latitude 40 • 02' 59.0"(N) Longitude so• 42' 53.l"(W) In Creek near Hope Meth. Church Latitude 40 ° 02' 59.7" (N) Longitude so• 42' 52. 2" (W) Behind fence at Short Street Latitude 40 ° 03' 03.4" (N) Longitude so• 43' 07
. 6" (W) 199 Frazier Run Road Latitude 40• 02' OS.7" (N) Longitude so• 43' 05.5" (W) National Rd & Rt SS near Stone Brg Latitude 40 • 02' 36.3" (N) Longitude SO • 39' 30. S" (W) National Road near I-70 Latitude 40 • 02' 41.2" (N) Longitude so• 39' 23.9" (W) Lumber and Overbrook Avenue Latitude 40• 02' 45.3" (N) Longitude so• 39' 19.5" (W) National Road near Shilling Bridge Latitude 40• 02 ' 47
. 5" (N) Longitude so• 39' 12.8" (W) Elm Grove Mall Latitude 40° 02' 4S.4"(N) Longitude so · 39' 11.3" (W) East of Vance Church on Maple Ave Latitude 40° 04' 36" (N) Longitude so· 41' 45.S" (W) Elizabeth Lane and Brookside Drive Latitude 40 ' 04' 56.1" (N) Longitude SO ' 41' 30.6" (W) Georgetown & National Road Latitude 40 ° 04' 18.1" (N) Longitude so• 41' 00
. 7" (W) Receiving Stream Wheeling Creek
Wheeling Creek

Caldwell Creek
Caldwell Creek
Caldwell Creek
Caldwell Creek
Caldwell Creek
Caldwell Creek

Caldwell Creek Wheeling Creek
Wheeling Creek Wheeling Creek
Wheeling Creek
Wheeling Creek Long Run
Long Run
Wheeling Creek

### 3ection F - Combined Sewer System Overflows Page No.: 33 of39 Permit No
.: WV0023230

!.Outlet No. City of Wheeling No. Name and/or Location Receiving Stream

Cl70 N-7 Alley between N. 7 & 8th on Hazlett Ohio River Latitude 40° 06' 38. 6" (N) Longitude 80° 42' 01. 6" (W) Cl72 T-6 23rd & Market Street Ohio River Latitude 40° 03' 38
. 4" (N) Longitude 80° 43' 25.6" (W) 

### 2
.TECHNOLOGY-BASED EFFLUENT LIMITATION REQUIREMENTS FORCSOs: The permittee shall comply with the following technology-based requirements: a. CONDUCT PROPER OPERATION AND REGULAR MAINTENANCE PROGRAMS The permittee shall prepare and implement a proper Operation and Maintenance Program for their combined sewer system (CSS). The permittee shall prepare, maintain, and implement a Combined Sewer Overflow (CSO) Operation andMaintenance Manual (OMM) describing routine operation, inspection, maintenance, and training activities. The OMM shall be reviewed and updated at least one time peryearto ensure the OMM's accuracy. The OMM shall include, but is not limited to, the following listed elements. 1. 

### The permittee shall establish an annual CSO budget and shall provide documentation ofthe process used to establish said budget in the OMM. 2. The permittee shall provide and document as a part ofthe OMM the following items: i) Current and accurate sketch/map ofCSS depicting CSO outfall locations, receiving streams, identified sensitive areas, and the location ofrain gauges. ii) For a minimum ofthree years, all inspection reports and forms, operation and maintenance logs, training records, customer complaints, and annual summaries ofwet and dry weather CSO events. iii) Accurate program documents that describes current operations, inspection, and maintenance procedures for any CSO equipment and structures. iv) Summaries ofup-to-date information concerning wet and dry weather CSO events that can be publicly viewed. 3. The permittee shall establish municipal ordinances to prevent illicit CSS connections and to prevent dumping ofdebris into the CSS. 4. The permittee shall provide adequate training programs pertaining to CSO activities for the staff. 5. The permittee shall identify and document any sensitive areas (e.g. receiving stream segments having primary contact recreation uses, marinas and boat ramps, drinking water intakes, public parks) and shall documentwhether there are CSOs outfalls discharging in orjustupstream ofthese sensitive areas. Based on this information, CSO outfalls shall be prioritized in consultation with the DWWM for proper development ofCSO controls
. 6. The permittee shall establish and maintain regularly scheduled outfall inspections with procedures that can accurately detect and document wet and dry weather CSO discharge events. 7. The permittee shall maintain and/or have access to a minimum one (1) 

### rain gauge in orderto obtain measurements oflocal precipitation during wet weather periods. Additional gauges may be required depending upon the size ofthe CSS. The rain gauge measurement data shall be submitted as a part ofthe periodic reports and will assist the permittee in developing an accurate characterization ofthe CSS during wet weather CSO discharge events. 8
. The permittee shall prepare a list ofcritical CSO equipment and shall establish and properly document a preventive maintenance schedule for said equipment. The permittee shall properly document any repairs made to the CSS and/or CSO equipment/structures
. 9. The permittee shall establish, implement, and document a routine maintenance schedule for the following specific activities described and listed below. There may be need to do some ofthese activities attimes by necessity, however, an established schedule to routinely complete these activities shall be put in place.

### Jection F - Combined Sewer System Overflows 2. a. 9. i) Routine inspection and cleaning ofcatch basins and manholes Page No.: 34 of39 Permit No.: WV0023230



### ii) Routine inspection , cleaning and maintenance oflift stations including pumps iii) Routine vacuum cleaning and/orjetflushing ofthe combined sewer system iv) Routine street cleaning v) Routine inspections ofportions ofthe combined collection system 10. Periodic inspections ofgrease traps from restaurants, schools, and other facilities with food services shall be conducted and documented. Periodic inspections ofbusinesses and/or other customers thatmaybe contributing waste streams other than domestic sewage shall be conducted and documented. 11
. The permittee shall establish a procedure detailing how CSS customer complaints are taken, tracked, processed, and resolved. A summary list ofcomplaints and resolutions for the pastthree years shall be readily available for review bythe public or the WVDEP. b. MAXIMIZE USE OF STORAGE IN COLLECTION SYSTEM The permittee shall identify, and document in the OMM, portions ofthe combined sewer system (CSS) usable for storage and determine the CSS storage capacity including the configuration, size, and lift station capacities. The permittee shall identify, and document in the OMM, any unused tanks or piping that could potentially be used as off-line storage atthe existing facilities. The permittee shall identify any bottlenecks in the combined sewer system and provide recommendations on increasing flows through these areas. The permittee shall identify procedures (and document them in the OMM) such as pre-storm drawdowns oflift station wet wells and interceptor collection lines that could provide additional wet weather storage capacity. c. REVIEW AND MODIFICATION OF PRETREATMENT PROGRAM The permittee shall document inthe OMM, the procedures used to inspect and evaluate the necessity of pretreatment for indirect non-domestic wastewater dischargers (i.e., restaurants, gasoline stations, garages, funeral homes, hospitals, schools, etc.) to minimize their impacts on CSO discharges. The permittee shall maintain a list ofnon-domestic dischargers to their combined collection systems and evaluate the necessity to require dischargers to reduce or cease their discharges during wet weather periods when CSO discharges are occurring. A summary ofpretreatment inspections or evaluations shall be submitted as apart ofthe CSR. d. MAXIMIZATION OF FLOW TO POTW FORTREATMENT The permittee shall document the plans and procedures being implementedto maximize the combined wastewater flow to the POTW during wet weather events and to deliver as much ofthe combined wastewater flow as possible to the treatment plant within the treatment plant's hydraulic capacity and the treatment plant's constraints as imposed bythe permit effluent limitations. The plan shall be documented in the OMM and a summary ofany ongoing activities shall be submitted as apart ofthe periodic CSR. The pennittee shall evaluate annually and document any maximization procedures implemented including the following: J
. 

### Evaluate and document the performance ofcritical CSO equipment in the combined sewer system and POTW. 2. Evaluate and document the potential ofraising CSO diversion weirs or other devices to the maximum heights possible to reduce CSO activity. 3. Evaluate and document the comparison between existing flow rates to design capacity for both the POTW and the lift station pumps. 4. Evaluate and document the capacities ofmajor interceptors and pumping stations delivering flows to the POTW. 5. Evaluate and document wet weather flow rates to the POTW compared to typical dry weather flows. 6. Evaluate and document whether some portion ofwet weather flow could receive partial treatment at the POTW. 7. Evaluate and document the status ofany excessive inflow and infiltration (I&I) correction projects. 8. Evaluate and document whether CSO discharge events are occurring even when the POTW flow volumes at the POTW falls below the rated design capacity. Ifoccurrences are happening, develop corrective actions that can be taken to prevent recurrence.

### Jection F - Combined Sewer System Overflows 2. e. ELIMINATION OF CSOs DURING DRY WEATHER Page No.: 35 of39 Permit No.: WV0023230



### Dry weather overflows (DWO) from CSOs are prohibited and shall be reported to the WVDEP's emergency spill line within 24 hours ofits detection. The permittee shall conduct annual evaluations for the following: 1. Evaluate the number ofreported DWO events that have occurred during the past three years. 2. Determine the causes ofDWO, and provide the actions that the permittee has taken and will take in the future to prevent recurrence. 3. Evaluate the existing methods ofdetecting DWO and their efficacy. 4. Evaluate remediation procedures for the treatment, removal, or flushing ofobjectionable materials deposited in receiving streams orthe stream bank after DWO- due to either complaints or health issues. 5. Evaluate whether a DWO event could potentially directly endanger the health ofrecreational stream users or the environment itself. 6. Identify the processes used to make these evaluations and document them in the OMM. 7. A summary ofthese annual results shall be submitted as a part ofthe CSR. [ CONTROL OF SOLIDS AND FLOATABLE MATERIALS The permittee shall control solid and floatable materials discharging from all CSO discharges and the permittee shall have these objectionable materials removed should an abnormally large amount ofthese materials be deposited in the receiving stream or onthe stream bank. The permittee shall conduct an annual evaluation of past performance, and recommend corrective actions to reduce the presence ofsolids and floatable materials in CSO discharges and the receiving steam. The process ofmaking these evaluations shall be documented in the OMM. Actions taken to control solid and floatable materials shall be documented in the CSR. The following list is items that should be reviewed: 1. The permittee shall evaluate and implement control technologies at each outfall to control solids and floatable materials. These technologies should be maintained and documented. 2. The permittee shall evaluate and give consideration to installing screens at catch basins and or outfall structures prior to discharging to receiving streams. 3. The permittee shall evaluate having annual leafpickups as a preventative measure. 4. The permittee shall evaluate having a community recycling programs as a preventative measure. 5. The permittee shall evaluate providing trash containers in high traffic areas. 6. The permittee shall evaluate their control ofillegal dumping and their enforcement oflocal litter laws. 7. The permittee shall evaluate and give consideration to installing outfall booms, netting, etc. for control of floatable materials. 8. The permittee shall evaluate the effectiveness ofa street cleaning program. g. POLLUTION PREVENTION The permittee shall summarize any pollution prevention activity in the CSR, and conduct an annual evaluation and recommend corrective actions. The following items should be evaluated: 1. The permittee shall evaluate the need for source control measures at the government level for pollution prevention. 2. The permittee shall provide educational opportunities for the general public concerning the need for their assistance to reduce pollution reaching the combined sewer system. 3. The permittee shall evaluate the opportunity oforganizing the collection and disposal ofhousehold hazardous waste materials. h. PUBLICNOTIFICATION The permittee shall conduct an annual evaluation on the effectiveness ofits public notification process by reviewing and providing documentation ofthe following items:

### 3ection F - Combined Sewer System Overflows Page No.: 36 of 39 Permit No.: WV0023230



### 2. h. 1. The permittee shall ensure and document that adequate warning signs are installed at each CSO outfall that notify and alert the public to avoid contact with waters near or downstream ofdischarging CSO outfalls. 2. The permittee shall evaluate the feasibility and document that adequate warning signs are installed at public stream access points (e.g. marinas and boat launches) that notify and alert the public to avoid recreational contactwith waters during orjust after any CSO discharge. 3. The permittee shall develop and document procedures to provide to the general public, and specific entities that mightbe expected to be affected by CSO discharges, information concerning CSO discharge occurrences andtheir impacts to water quality in the receiving stream(s) (e.g. newspaper public notifications, newspaper advertisements, public service announcements onradio and/or television). 4. The permittee shall develop and document procedures for public notification in circumstances where public notification concerning ofCSO discharge activity is critical and immediate. 5. The permittee shall ensure and document the availability ofCSO pamphlets for distribution and education ofthe general public. 6. The permittee shall ensure and document the availability ofa logbook ofCSO discharges and activities that is readily available for public review (e.g. payment offices, town halls, community centers). 7. The permittee shall evaluate and document any public educationprograms concerning CSOs and the community's response and any other plans addressing them. 8. The permittee shall record and document any public involvement including any comments or suggestions made by the public concerning CSOs. 1. 

### MONITORING TO CHARACTERIZE CSO IMPACTS TO RECEIVING STREAMS AND THE EFFICIENCY OF CSO CONTROLS The permittee shall monitor CSO outfall discharges and the receiving waters into which these CSOs discharge and shall characterize their impacts and also make determinations about concerning how well CSO controls are improving water quality in the receiving stream(s). 1. The permittee shall ensure and document that they have installed and are maintaining arain gauge(s) to measure precipitation within the CSS drainage areas. 2. The permittee shall evaluate and document whether they use or can use stream gage information from the National Weather Service or the US Geological Survey to specify the amount and intensity ofrain or snow events that could trigger CSO activity and also to obtain stream flow data for analysis. 3. The permittee shall ensure and document the specific location and the receiving stream ofeach CSO outfall in the CSS and shall also investigate and determine ifany CSO outfalls discharge to environmentally sensitive areas. CSO outfalls that discharge to environmentally sensitive areas (i.e. near water intakes; near parks, schools, or marinas; water recreation areas or areas where there exists a high possibility ofhuman contact and exposure; and areas likely to affect threatened or endangered animal species) should be given ahigh priority. Outfalls that have the highest frequency ofdischarge or that discharge the greatest volume ofwastewater should also be considered a high priority. 4. The permittee shall implement and document the procedures utilized by the permittee to collect and summarize data concerning the total number ofCSO overflow events (both wet and dry weather) and the frequency and duration ofCSO activities for at least a representative number ofCSO outfalls. The permittee shall monitor and maintain a record ofCSO activity for the duration and estimated volume for all overflow events that occur at a minimum of 10 percent(%) ofthehighest priority CSO outlets in the permittee's combined collection system. The permittee shall also record rainfall data during these CSO overflow events. The CSO flow monitoring data and rainfall data shall be submitted to this agency as a portion ofthe quarterly progress reports required below. 5. The permittee shall implement and document the procedures utilized by the permittees to correlate the precipitation data and the CSO activity data in order to predict what measured amount and intensity of rainfall/snowmelt events will trigger CSO activity.

### dection F- Combined Sewer System Overflows Page No.: 37 of39 Permit No.: WV0023230



### 2. i. 6. The permittee shall implement and document the procedures utilized to collect water quality data and other information on chemical, physical, and biological impacts resulting from CSO discharges (e.g. swimming area closings, excessive floatable materials in streams, fish kills, sludge banks, impaired habitat for aquatic life). 7. The permittee shall implement and document the procedures utilized by the permittee following the completion ofa CSO control project in order to evaluate any improvements made to water quality from said control projects. 3. WATER QUALITY-BASED EFFLUENT LIMITATIONS FORCSOs To the extent provided by law, the discharges from the permittee's CSOs shall not cause or contribute to an in-stream excursion above any numeric ornarrative criteria developed and adopted as part ofthe WV water quality standards. 4. LONG-TERM CONTROL PLAN (LTCP) The permittee shall comply with the following: a. The permittee shall implement and effectively operate and maintain the current CSO controls and any completed CSO abatementprojects in accordance with the LTCP that was approved by the Division on March 3, 2004. b. As stated in the City ofWheeling's Long Term Control Plan (LTCP), the City ofWheeling's operationhas fully implementedthe Nine Minimum Controls. c. The City ofWheeling, as part ofits LTCP, will maintain the following controls as part ofits ongoing CSO monitoring program: i. 

### Maintain the Nine Minimum Controls as detailed in the LTCP, and continually assess their effectiveness. ii. 

### Maintain its CSO operation, maintenance, inspection**~nd** 

### monitoring programs to record all CSO activities in an effortto develop a historical database to assess future events. m. Maintain a sampling/testing readiness program to collecttest samples to determine the impact offuture events as warranted. iv. Continue to clean and assess possible areas and do necessary line replacement before blockage occurs. v. Complete approved $7.6 million Wastewater Collection System Improvements Project06 includes: Cleaning and televising ofapproximately 23,000 feet ofinterceptor sewer piping as two separate projects: 39th Street to 5th Street, and from the Ohio River to Baker Street. Control ofriver inflow via installation of41 rubber tide gate valves on CSO outfalls Warwood Lift Station Improvements 5. POST CONSTRUCTION COMPLIANCE MONITORING Once the permittee has identified the necessary CSO controls as part ofthe LTCP, the permittee shall develop and submit a post-construction monitoring program that is adequate to ascertain the effectiveness ofthe CSO controls and can be used to verify attainment ofwater quality standards. The program shall include details ofmonitoring protocols to be followed, including CSO and ambient monitoring. 6. REPORTING REQUIREMENTS a. The permittee shall submit a semi-annual (1/6 Months) progress report detailing actions taken to meet the CSO Policy requirements and the LTCP. The progress report shall include the flow monitoring information as required in Sections F.2.i above. The progress reports shall be postmarked no later than 15 days or shall be received no later than 20 days following the end ofthe six (6) month period. b. The semi-annual (1/6 Months) progress reports shall be addressed and submitted to the following:

### Section F - Combined Sewer System Overflows 6. b
. Director Division ofWater and Waste Management 601 57th Street SE Charleston, WV 25304 

### Attention: Permitting SectiOJl 

### 7. CSO LANGUAGEREOPENER CLAUSE Page No.: 38 of39 Pe.rmit No.: WV0023230



### a. This permit may bemodified or revoked and reissued to include new or revised conditions should new infonnation, not available atthe time ofpemlit issuance or per'mit modification issuance indicate that CSO controls imposed under the terms ofthe permit bave failed to ensure the attainment ofthe WV water quality standards. b. This pem1itmay be modified or revoked and reissued to include new or revised conditions based upon new informat ion resultingfrom the implementation ofthe LTCP.

### Page No.: 39 of 39 PermitNo.: WV0023230

The herein-described activity is to be extended, modified, addedto, made, enlarged, acquired, constructed or installed, and operated, used and maintained strictly in accordance withthe terms and conditions ofthis permit, with the plans and specifications submitted withPermit ApplicationNo. WV0023230; withthe plan ofmaintenance and method ofoperationthereofsubmitted with such application(s); and with any applicable rules andregulations promulgatedbythe Environmental Quality Board andthe Secretary ofthe Department ofEnvironmental Protection. Failure to complywith the terms and conditions ofthis permit, with the plans and specifications submitted with PermitApplication No. WV0023230; and with the plan ofmaintenance and method ofoperation thereofsubmitted with such application(s) shall constitute grounds for the revocation or suspension ofthis permit and the invocation of all the enforcementprocedures set forth in Chapter 22, Article 11, or 15 ofthe Code ofWestVirginia. This permit is issued in accordance withthe provisions ofChapter22, Article 11 and 12 and/or 15 ofthe Code of WestVirginia and is transferable under the terms ofSection 11 ofArticle 11.

# Appendix A I. MANAGEMENT CONDITIONS:

Duty to Comply a) b) The permittee must comply with all conditions ofthis permit. Permit noncompliance constitutes aviolation ofthe CWA and State Act and is grounds for enforcement action; for permitmodification, revocation and reissuance, suspension or revocation; orfor denial ofapermitrenewal application. The permittee shall comply with all effluent standards or prohibitions established under Section 307(a) ofthe CWA for toxic pollutants within the time provided in the regulations that establish these standards or prohibitions, even ifthe permithas not yetbeen modified to incorporate the requirement. 2. Duty to Reapply Ifthe permittee wishes to continue an activity regulated by this permit after the expiration date ofthis permit, the permittee must apply for anew permit at least 180 days priorto expiration ofthe permit. 3. Duty to Mitigate The permittee shall take all reasonable steps to minimize or prevent any discharge in violation ofthis permit, which has a reasonable likelihood of adversely affecting human health orthe environment. 4. PermitActions This permit may be modified, revoked and reissued, suspended, or revoked for cause. The filing ofa request by the permittee for permitmodification, revocation and reissuance, or revocation, or anotification ofplanned changes or anticipated noncompliance, does not stay any permit condition. 5. Property Rights This permit does not convey any property rights ofany sort or any exclusive privilege. 6. Signatory Requirements All applications, reports, or information submitted to the Director shall be signed and certified as required in Title 47, Series 10, Section 4.6 ofthe West VirginiaLegislative Rules
. 7. Transfers This permitis nottransferrable to any person except after notice to the Director
. The Director mayrequire modification orrevocation and reissuance ofthe permitto change the name ofthe permittee and incorporate such other requirements as may be necessary. 8. Duty to Provide Information The permittee shall furnish to the Director, within areasonable specified time, any information which the Director may requestto determine whether cause exists for modifying, revoking and reissuing, suspending, or revoking this permit, orto determine compliance with this permit. The permittee shall also furnish to the Director, upon request, copies ofrecords required to be kept by this permit. 9. OtherInformation Where the permittee becomes aware that itfailed to submit any relevant facts in apermit application, or submitted incorrect information in apermit application or in any report to the Director, it shall promptly submit such facts or information. 10. Inspection and Entry The permittee shall allow the Director, or an authorized representative, upon the presentation ofcredentials and other documents as may berequired by law, to: a) b) c) d) Enter upon the permittee's premises in which an effluent source or activity is located, orwhere records must be kept under the conditions ofthis permit; Have access to and copy at reasonable times, any records that must be kept under the conditions ofthis permit; Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices, or operations regulated or required under this permit; and Sample or monitor at reasonable times, for the purposes ofassuring permit compliance or as otherwise authorized by the State Act, any substances or parameters at any location. 11. PermitModification This permitmay be modified, suspended, orrevoked in whole or in part during its term in accordance with the provisions ofChapter 22-11-12 of the Code ofWest Virginia. 12. Water Quality Subjectto 47 WV CSR 10.3
.4
.a, the effluent or effluents covered by this permit are to be ofsuch quality so as notto cause violation ofapplicable water quality standards adopted bythe Environmental Quality Board. 13. OutletMarkers A permanent marker atthe establishmentshall beposted in accordance with Title 47, Series 11, Section 9 ofthe West Virginia Legislative Rules
. 14. Liabilities a)
b) c) d) Any person who violates apermit condition implementing sections 301, 302, 306, 307, 308, 318, or 405 ofthe Clean Water Act is subjectto a civil penalty not to exceed $25,000 per day ofsuch violation
. Any person who willfully or negligently violates permit conditions implementing sections 301,302, 306,307, 308 or 405 ofthe Clean Water Act is subjectto a fine ofnot less than $2,500 nor more than $25,000 per day ofviolation, orby imprisonment for not more than 1year, or both
. Any person who falsifies, tampers with, orknowingly renders inaccurate any monitoring device or method required to be maintained under this permit shall, upon conviction, be punished by afine ofnot more than $10,000 per violation, or by imprisonmentfor not more than 2 years, or by both
. Any person who knowingly makes any false statement, representation, or certification in any record or other document submitted or required to be maintained under this permit, including monitoring reports orreports ofcompliance or noncompliance shall, upon conviction, be punished by afine ofnot more than $10,000 per violation, or by imprisonment for notmore than 2 years, or by both. Nothing in 1.14 a), b), and c) shall be construed to limit orprohibit any other authority the Director may have underthe State WaterPollution Control Act, Chapter 22, Article 11
.

### II. OPERATION AND MAINTENANCE: Proper Operation and Maintenance The permittee shall at all times properly operate and maintain all facilities and systems oftreatment and control (and related appurtenances) which are installed or used by the permittee to achieve compliance with the conditions ofthis permit. Proper operation and maintenance also includes adequate laboratory controls, and appropriate quality assurance procedures. Unless otherwise required byFederal or State law, this provision requires the operation ofback-up auxiliary facilities or similar systems which are installed by the permittee only when the operation is necessary to achieve compliance withthe conditions ofthe permit. For domestic waste treatment facilities, waste treatment operators as classified by the WV Bureau ofPublic Health Laws, W. Va. Code Chapter 16-1, will be required exceptthat in circumstances where the domestic waste treatmentfacility is receiving any type ofindustrial waste, the Directormayrequire a more highly skilled operator. 2. Need to Halt orReduce Activity Not a Defense

3. Bypass

4. Upset Itshall notbe a defense for a permittee in an enforcement action that itwould have been necessarytohalt or reduce the permitted activity in order to maintain compliance with the conditions ofthe permit. a) Defmitions (1) "Bypass" means the intentional diversion ofwaste streams from any portion ofa treatmentfacility; and (2) "Severe property damage" means substantialphysical damage to property, damage to the treatmentfacilities which causes them to become inoperable, or substantial and permanent loss ofnatural resources which can reasonably be expected to occur inthe absence ofa bypass. Severe property damage does notmean economic loss caused bydelays in production. b) Bypass notexceeding limitations. The permittee may allow any bypass to occur which does notcause effluent limitations to be exceeded, but only ifit also is for essential maintenance to assure efficient operation. These bypasses are not subjecttothe provision ofll.3.c) and 11.3.d) of this permit. c) (1) Ifthe permittee knows in advance ofthe need for a bypass, it shall submitprior notice, ifpossible atleastten ( 1 0) days before the date ofthe bypass; (2) Ifthe permittee does notknow in advance ofthe need for bypass, notice shall be submitted as required in IV.2.b) ofthis permit. d) Prohibition ofbypass (1) Bypass is permitted onlyunder the following conditions, and the Directormaytake enforcement action against a permittee for a bypass, unless; (A) Bypass was unavoidable to prevent loss oflife, personal injury, or severe property damage; (B) There were no feasible alternatives to the bypass, such as the use ofauxiliary treatmentfacilities, retention ofuntreated wastes, or maintenance during normal periods ofequipment downtime. This condition is not satisfied ifadequate backup equipment should have been installed in the exercise ofreasonable engineeringjudgementtoprevent a bypass which occurred during normal periods ofequipmentdowntime orpreventative maintenance; and (C) The permittee submitted notices as required under 11.3.c) ofthis permit. (2) The Director may approve an anticipated bypass, after considering its adverse effects, ifthe Director determines that itwill meetthe three conditions listed in 11.3.d.(l) ofthis permit. a) Definition. "Upset" means an exceptional incident in which there is unintentional and temporary noncompliance with technology-based permit effluentlimitations because offactors beyond the reasonable control ofthe permittee. An upset does notinclude noncompliance to the extent caused by operational error, improperly designed treatmentfacilities, inadequate treatment facilities, lack ofpreventative maintenance, or careless or improper operation. b) Effect ofan upset. An upset constitutes an affrrmative defense to an action broughtfor noncompliance with such technology-based permit effluent limitation ifthe requirements ofll.4.c) are met. No determination made during administrative review ofclaims that noncompliance was causedbyupset, and before an action for noncompliance, is final administrative action subjecttojudicialreview. c) Conditions necessary for a demonstration ofupset. A permittee who wishes to establish the affrrmative defense ofupset shall demonstrate, through properly signed, contemporaneous operating logs, or otherrelevant evidence that: (I) An upset occurred andthatthe permittee can identify the cause(s) ofthe upset; (2) The permitted facility was atthe time being properly operated; (3) The permittee submitted notice ofthe upset as required in IV.2.b) ofthis permit. (4) The permittee compliedwith any remedial measures required under 1.3. ofthis permit. d) Burden ofproof. In any enforcementproceeding the permittee seekingto establish the occurrence ofan upset has the burden ofproof. 5. Removed Substances Where removed substances are not otherwise covered by the terms and conditions ofthis permit or other existingpermit by the Director, any solids, sludges, filter backwash or other pollutants (removed in the course oftreatment or control ofwastewaters) and which are intended for disposal within the State, shall be disposed ofonly in a manner and at a site subjectto the approval by the Director. Ifsuch substances are intended for disposal outside the State or for reuse, i.e., as a material used for making another product, which in tum has another use, the permittee shall notify the Director in writing ofthe proposed disposal or use ofsuch substances, the identity ofthe prospective disposer or users, and the intended place ofdisposal oruse, as appropriate.

### Ill. MONITORING AND REPORTING ilepresentative Sampling Samples and measurements taken for the purpose ofmonitoring shall be representative ofthe monitored activity
. 2. Reporting a) b) c) d)
3. TestProcedures Permittee shall submit, according to the enclosed format, a Discharge Monitoring Report (DMR) indicating in terms ofconcentration, and/or quantities, the values ofthe constituents listed in PartA analytically determined to be in the plant effiuent(s). DMR submissions shall be made in accordance with the terms contained in Section C ofthis permit. Enterreported average and maximum values under "Quantity" and "Concentration" in the units specified for each parameter, as appropriate
. Specify the number ofanalyzed samples that exceed the allowable permit conditions in the columns labeled "N.E." (i.e., number exceeding)
. Specify frequency ofanalysis for each parameter as number ofanalyses/specified period (e.g.,3/month is equivalentto 3 analyses performed every calendar month). Ifcontinuous, enter "Cont.". The frequency listed on format is the minimum required. Samples shall be taken, preserved and analyzed in accordance with the latest edition of40 CFR Part 136, unless othertest procedures have been specified elsewhere in this permit. 4. Recording ofResults For each measurement or sample taken pursuantto the permit, the permittee shall record the following information. a) The date, exactplace, and time ofsampling or measurement; b) The date(s) analyses were performed; c) The individual(s) who performed the sampling or measurement; d) The individual(s) who performed the analyses; ifa commercial laboratory is used, the name and address ofthe laboratory; e) The analytical techniques or methods used, and f) The results ofsuch analyses. Information not required by the DMR form is not to be submitted to this agency, but is to be retained as required inill.6. S. Additional Monitoring by Permittee Ifthe permittee monitors any pollutant at any monitoring pointspecified in this permitmore frequently than required by this permit, using approved test procedures or others as specified in this permit, the results ofthis monitoring shall be included in the calculation and reporting ofthe data submitted in the Discharge Monitoring Report Form
. Such increased frequency shall also be indicated. Calculations for all limitations which require averaging of measurements shall utilize an arithmetic mean unless otherwise specified in the permit. 1.ecords Retention The permittee shall retain records ofall monitoring information, including all calibration and maintenance records and all original chartrecordings for continuous monitoring instrumentation, copies ofall reports required by this permit, and records ofall data used to complete the application for the permit, for a period ofat least three (3) years from the date ofthe sample, measurement, report or application. This period may be extended by request ofthe Director at any time. 7. Definitions a)
b) c) d) e) f) g) h) i) j) k) I) "Daily discharge" means the discharge ofapollutantmeasured during acalendar day or within any specified period thatreasonably represents the calendar day for purposes ofsampling. For pollutants with limitations expressed in units ofmass, the daily discharge is calculated as the total mass ofthe pollutant discharged overthe day. For pollutants with limitations expressed in other units ofmeasurement, the daily discharge is calculated as the average measurement ofthe pollutant overthe day. "Average monthly discharge limitation" means the highest allowable average ofdaily discharges over a calendarmonth, calculated as the sum ofall daily discharges measured during a calendarmonth divided by the number ofdaily discharges measured during that month. "Maximum daily discharge limitation" means the highest allowable daily discharge. "Composite Sample" is a combination ofindividual samples obtained at regular intervals over atime period. Eitherthe volume ofeach individual sample is proportional to discharge flow rates or the sampling interval (for constant volume samples) is proportional to the flow rates overthe time period used to produce the composite. The maximum time period between individual samples shall be two hours. "Grab Sample" is an individual sample collected in less than IS minutes. "is" = immersion stabilization - a calibrated device is immersed in the effluent stream until the reading is stabilized. The "daily average temperature" means the arithmetic average oftemperature measurements made on an hourly basis, or the mean value plot of the record ofa continuous automated temperature recording instrument, either during acalendar month, or during the operating month ifflows are ofshorter duration. The "daily maximum temperature" means the highest arithmetic average ofthe temperatures observed for any two (2) consecutive hours during a 24 hour day, or during the operating day ifflows are ofshorter duration. The "monthly average fecal coliform" bacteria is the geometric average ofall samples collected during the month. "Measured Flow" means any method ofliquid volume measurement, the accuracy ofwhich has been previously demonstrated in engineering practice, or which arelationship to absolute volume has been obtained. "Estimate" means to be based on atechnical evaluation ofthe sources contributingto the discharge including, but not limited to pump capabilities, water meters and batch discharge volumes. ''Non-contact cooling water" means the water that is contained in a leak-free system, i.e., no contact with any gas, liquid, or solid other than the container for transport; the water shall have no net poundage addition ofany pollutant over intake water levels, exclusive ofapproved antifouling agents.TV, 

### OTHERREPORTING

u Reporting Spills and Accidental Discharges • Nothing in this permit shall be construed to preclude the institution ofany legal action orrelieve the permittee from any responsibilities, liabilities or penalties established pursuantto Title 47, Series 11, Section 2 ofthe West VirginiaLegislative Rules promulgated pursuantto Chapter 22, Article 11. Attached is a copy ofthe WestVirginia Spill Alert System for use in complying with Title 47, Series 11, Section 2 ofthe Legislative rules as they pertain to thereporting ofspills and accidental discharges. 2. ImmediateReporting a) The permittee shall report any noncompliance which may endanger health orthe environment immediately after becoming aware ofthe circumstances by usingthe Agency's designated spill alerttelephone number. A written submission shall be provided within five (5) days of the time the permittee becomes aware ofthe circumstances. The written submission shall contain a description ofthe noncompliance and its cause; the period ofnoncompliance, including exactdates and times, and ifthe noncompliance has not been corrected, the anticipated time it is expected to continue; and steps taken orplanned to reduce, eliminate, and preventrecurrence ofthe noncompliance. b) The following shall also be reported immediately: (1) Anyunanticipated bypass which exceeds any effluent limitation in the permit; (2) Anyupset which exceeds any effiuent limitation in the permit; and (3) Violation ofa maximum daily discharge limitation for any ofthe pollutants listed by the Director in the permitto be reported immediately. This listshall include anytoxic pollutant orhazardous substance, or any pollutant specifically identified as the method to control a toxic pollutant orhazardous substance. c) TheDirectormaywaive the written report on a case-by-case basis ifthe oral report has been received in accordance with the above. d) Compliance with the requirements ofiV.2 ofthis section, shall notrelieve a person ofcompliance withTitle 47, Series 11, Section 2. 3. Reporting Requirements a) Planned changes. The permittee shall give notice to the Director ofany planned physical alterations or additions to the permitted facility which may affectthe nature or quantity ofthe discharge. Notice is required when: (1) The alteration or addition to a permittedfacility maymeetone ofthe criteriafor determining whether a facility is a new source in Section 13.7.b ofSeries 10, Title 47; or (2) The alteration or addition could significantly change the nature orincrease the quantity ofpollutants discharged. This notification applies to pollutants which are subjectneither to effiuentlimitations in the permit, norto notification requirements under 1V.2 ofthis section. b) Anticipated noncompliance. The permittee shall give advance notice to the Director ofany planned changes in the permitted facility or activity which mayresult in noncompliance with permitrequirements. c) In addition to the above reporting requirements, all existing manufacturing, commercial, and silvicultural discharges mustnotify the Director in writing as soon as they know orhave reason to believe: (1) That any activity has occurred orwill occur which would result in the discharge, on a routine or frequent basis, or anytoxic pollutant which is not limited in the permit, ifthat discharge will exceedthe highest ofthe following "notification levels": (A) One hundred micrograms perliter (100 ugll); (B) Two hundred micrograms perliter (200 ugll) for acrolein and acrylonitrile; five hundred micrograms per liter (500 ugll) for 2,4-dinitro phenol; and for 2-methyl 4,6-dinitrophenol; and one milligram per liter (1 mg/1) for antimony; (C) Five (5) times the maximum concentration value reported for thatpollutant in the permit application in accordance with Section 4.4.b.9 ofSeries10, Title 47. (D) The level established by the Director in accordance with Section 6.3.g ofSeries 10, Title 47; (2) That any activity has occurred or will occurwhich would result in any discharge (on a non-routine or infrequentbasis) ofatoxic which is notlimited in the permit, ifthat discharge will exceed the highest ofthe following "notification levels": (A) Five hundred micrograms per liter (500 ugll); (B) One milligram per liter (1 mg/1) for antimony; (C) Ten (10) times the maximum concentration value reported for that pollutant in the permit application in accordance with Section 4.4.b.7 ofSeries 10, Title 47; (D) The level established by the Director in accordance with Section 6.3.g ofSeries 10, Title 47. (3) Thatthey have begun or expectto beginto use ormanufacture as an intermediate or final product or by-product ofany toxic pollutant which was notreported in the permit application under Section 4.4.b.9 ofSeries 10, Title 47 and which will result in the discharge on a routine or frequent basis ofthat toxic pollutant at levels which exceed five times the detection limit for thatpollutant under approved analytical procedure.
. ( 4) Thatthey have begun or expectto begin to use ormanufacture as an intermediate or final product orby-product ofany toxic pollutantwhich was not reported in the permit application under Section 4.4.b.9 ofSeries 10, Title 47 and which will result in the discharge on a non-routine or infrequentbasis ofthattoxic pollutant at levels which exceed ten times the detection limit for that pollutant under approved analytical procedure. 4. OtherNoncompliance The permittee shall report all instances ofnoncompliance not reported underthe above paragraphs atthe time monitoring reports are submitted. The reports shall contain the information listed in IV.2.a). Should other applicable noncompliance reporting be required, these terms and conditions will be found in Section C ofthis permit.