ML18040B262
| ML18040B262 | |
| Person / Time | |
|---|---|
| Site: | Susquehanna |
| Issue date: | 06/23/1989 |
| From: | Fields J PENNSYLVANIA POWER & LIGHT CO. |
| To: | Pawlush L PENNSYLVANIA, COMMONWEALTH OF |
| References | |
| PLE-11607, NUDOCS 8911130217 | |
| Download: ML18040B262 (145) | |
Text
gCCP~QA7ZD 938HDBUTION BEMONSTRATlON SYSTEM REGULARY INFORMATIOiTDISFRIBUTISYSTEM (RIDS)
ACCESSION NBR 8911130217 DOC.DATE: 89/06/23 NOTARIZED: NO FACIL:50-;38'I":tSusquehanna Steam Electric Station, Unit 1, Pennsylva 50-388 Sup~quehanna Steam Electric Station, Unit 2, Pennsylva AUTH.,NAME~--
AUTHOR~-A'FFILIATION FIELDSFJ.S.
Pennsylvania Power 6 Light Co.
RECIP.NAME RECIPIENT AFFILIATION PAWLUSH,L.A.
Pennsylvania, Commonwealth of DOCKET 05000387 05000388
SUBJECT:
Application for NPDES Permit PA0047325.
DISTRIBUTION CODE:
C001D COPIES RECEIVED:LTR 4 ENCL TITLE: Licensing Submittal: Environmental Rept Amdt 0
NOTES:LPDR 1
cy Transcripts.
LPDR 1 cy Transcripts.
R SIZE:
I elated Correspondence D
05000387 05000388 S
RECIPIENT ID CODE/NAME PD1-2 LA THADANIFM INTERNAL: ACRS NRR/DEST/SGB 8D NUDOCS-ABSTRACT OGC/HDS2 RGN1 DRSS/RPB EXTERNAL: EGGG SIMPSONFF NRC PDR NOTES:
COPIES LTTR ENCL 3
3 1
1 6
6 1
1 1
1 1
0 1
1 2
2 1
1 2
2 RECIPIENT 7D CODE/NAME PD1-2 PD AEOD/DSP/TPAB NRR/DREP/RPB 10 OC~IL Ol LPDR NSIC COPIES LTTR ENCL 1
1 1
1 2
2 1
0 1
1 1
1 1
1 h
R I
h TOTAL NUMBER OF COPIES REQUIRED:
LTTR 27 ENCL 25
June 23, 1989 Pennsylvania Power & Light Company Two North Ninth Street
~ Allentown, PA 18101
~ 215/ 770.5151 Mr. Lawrence A. Pawlush Regional Water Quality Manager Bureau of Water Quality Management Pennsylvania Department of Environmental Resources 90 East Union Street Second Floor Wilkes-Barre, Pa 18701-3296 FILE R9-8A SUSQUEHANNA STEAM ELECTRIC STATION APPLICATION FOR NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT PERMIT NO.
PA 0047325 CCN 741326 PLE-11607
Dear Mr. Pawlush:
The Pennsylvania Power and Light Company is submitting a National Pollutant Discharge Elimination System (NPDES) permit application for the Susquehanna Steam Electric Station (SES),
Salem Township, Luzerne County, PA.
The present Susquehanna SES permit No.
PA 0047325 expires in January 1990.
Attached are three copies of the application (one copy notarized),
two copies of the Preparedness, Prevention, and Contingency Plan, and an application payment check of
$500.00.
If you have any questions, please contact me at (215) 770-7889.
Sincerely yours, J rome S. Fields Senior Environmental Scientist'-Nuclear gsfltf8522i(25)
Attachment cc:
NRC Document Control Desk NRC Region I Mr. F. I. Young, NRC Sr. Resident Inspector Mr. M. C. Thadani; NRC Project Manager 891li30217'90623 PDR ADGCN, 05000387 P
PNU 1
k~
e
< ~
CR.Bh'Q-288.10 (Rev. 12/87l
~-~p ggyjy9aS/P NATIONALPOLLUTANT DISCHARGE ELIMINATIONSYSTEM (NPDES)
Application for NPDES Permit New and Existing Industrial Dischargers Applicant Name:
Pennsylvania Power and Light Company N arne ofFacility:
Sus uehanna Steam E1ectric Station NPDES Number.
PA 0047325 (ifknown)
Facility Location:
Salem Township (municipality)
Luzerne (county)
Date ofSubmittal:
June 23, 1989 Pennsylvania Department ofEnvironmental Resources Bureau ofWater Quality Management
PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL RESOURCES R EGIONAL OFF IC ES SIOtall tottto IIOOA
~ 1 LOI IUILUtNINNa NCINt
- CojrioAO ME AOVILLE e
UCOjato SCACCO OOACII Clo CLIO I ON L+ONINO
<IILLll&N NIOU~
cacaa-NLNNL tINC LLSOCNtt
~SILCO CLAOIOO ICICCOOOS CLCAOIICLO CtNIOC WILLI A MS POR 0
ON~
QNION OUO LSICONC W I LK EP BARRE COLVSLla CLO ~ ON
~ CANCO ITTS e
ALLCOSCSC LOSS IOOOO IOOIANL CAIIOOIA
~LAIO SIC1LI NOOIN~
ONC ~ CO
~iitALLNO
~CNUILNILL
~ C ~ 04 NoaIN aNt ION L CNICN t C Ool Oiotolo L CO ANON
~ +CO ~
~ AAIIINOION
~ OCCNC sCOIsoACLLNO CAOCI'l
~ OSCOOCl
~ C ~ IOOO SQOIIOOOON I0 ANOLIN (SLIOO 0IIS ~I0LA NO A ~ ASO HA OOOO URG lagtjf
,NORR LANCAOICA CNCOttO t taeaa tNILLOCLONIA
RKC/04 PENVSYLVA.llh DEpARTMENT OF ENViRON
~
RONMENTAL RESOURCE UREAU OF WATER QUALlTYMANAGEMENT 3/i/38 SKCTiON CHiEFS Norristown Regional Office 3oseph A. Feoia Regional Water Quality Manager
)S75 New Hope Street Norristown, PA l9401 Tel.: (215) 270-1975 Nets 8-354-1975 Ans. Ser.:
(215) 270-1900 fames Ncwbold (Permits) 3oseph A. Feola (Acting}
(Operationsl Charles Rehm, 3r.
(Piannin
)
Ron Furian Leon Gonshor - REGlONAL DlRECTOR TeLs (215) 270-1923 8 354 1923 Wilkes-Barre Regional Office Lawrence A. Pawiush Regional Water Quality Manager 90 East Union Street - 2nd Floor Wilkes-Barre, Ph 18701 Tel.s (717) 826-2553 Nets 8-42f-25 53 Ans. Ser.s (71/) 826-2511 Harrisburg Regional Office Leon M. Oberdick Regional Water Quality Manager One Ararat Boulevard Harrisb~ Ph 17110 TeLs (7'l7) 6f7-4590 Nets 8 471 4590 hns. Ser.s (717) 657-4590 Williamsport Regional Office William P. Parsons Reglcnal Mater Quality Manager 200 Pine Street Wlliam~ PA 17701 TeLs (717) 327-3670 Nets 8-46f-3670 hns. Ser '717) 327-3696 Pittsburgh Regional Office Hugh Y. Archer Regiaul %'ater Quality Manager Highland Building 121 South Higfsland Mall Pittsbur~ PA 15206 TeLs (412) 645 7100 Nets ~5-7100 hns Ser.s (412) 645-7100 Paul Swerdon Ron Bretinski
~
Paul R. Fosko Edward R. Shoener - REGlONAL DlRECTOR TeLs (717) 826-2512
~25-2512 (Permits 4 Grants)
(Operations)
(Planning)
Jetty Hoper - REGlOHN. NRKCTOR TeLs (717) 657-45gg 8-471-45 gg Edward J. Corriveau lames T. Flesher Roger Musselman Rich Adams (Permits Ec Grants)
Daniel Alters (Operations)
David Aldenderfer (Planning)
Nark h RoUer>> REGIONAL fMRKCTOR TeLs (71?) 327-3695
~5-3695.
3ohn Morton (Permits)
(Vacant)
(~tions)
(Vacant)
(Planning)
Tlm Dreier (Grants)
Cbaries Durltsa - ACTlNC REClONAL DGtECTOR TeLs (012) 605-7100
~5-7100 Meadvtlle Regional Office Peter h. Yeager David E. Milhous.
Regional Rater Quality Manager Villiam E. M Cart (Permits 4 Grants) 1012 %'ater Street m
McCarthy (Operations)
Meadville, PA 16335 con E.a.ester (Planning)
Tei.s (ai4) 724-8550 Nets 8-673-6960 Richard H Xha - IECKNALNRECTOR Ans. Ser. (814) 724-8557 TeLs (g11) 724g557 NOTEs tn the event no contact w'vironmental Resources'mergency Number (717) 787-4343 shai<<ece~ve calls ot ring and after business hours, 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> daily, inciiiding weekends and hol 1 days f,days.
NEW AND EXISTING INDUSTRIALWASTEWATER DISCHARGERS GENERAL INSTRUCTIONS FOR NPDES PERMIT APPLICANTS 1.
Who MustApply for NPDES Permits Persons who operate facilities or activities which discharge pollutants into surface waters ofthe Commonwealth (including intermittently-flowingstreams and drainage channels).
Pursuant to EPA regulations 40 CFR 122.21, when a facilityor activity is owned by one person out is operated by another person, it is the operator's duty to obtain the NPDES permit.
2.
Who Must Use This Form This form must be used by manufacturing, commercial or other facilities which discharge or propose to discharge industrial process wastewater, alon or in combination withother types ofwastewater discharges, to surface waters ofthe Commonwealth.
Process wastewater is any water which, during manufacturing or processing, comes into direct contact with(or results from the production or use ofl any raw material, intermediate product, finished product, by-product, or waste product). Process wastewater also includes any type of discharge which is covered by an effluent limitationguideline (ELG) regulation published by the U.S. Environmental Protection Agency (EPA). Process wastewater does ~nc normally include sanitary wastewater, nonwontact cooling water, or plant-area stormwater runoQ', unless such wastewaters are covered by an ELG regulation.
3.
Where to File Applications Three (3) copies ofall application materials should be submitted to the DER Regional OfHce which includes the county in which the facilityis located.
m t
notary An a~dditi na i set ofa ppiiratie n materiais shouid he suhmit ted fordiss hat gers tooatai in Erie County or withinthe Delaware River basin.
4.
When to File Applicatfons Unless permission has been granted by the Department for submission at a later date, applications must be Gled at least 180 days before your present NPDES permit expires, or 180 days prior to start up and commencement ofdisciple ifyou are a new facility.
5.
ApplkitfonFee The required application fee of$500.00, payable to "Commonwealth ofPennsylvania," must accompany the application. The check should not be more than 10 days old.
6.
Publk Hotf%atfonofPermit Applkatfonand fubacAccessto Applkatfon Inibrmatfon a.
NotUication ofMunicipalityand County - Act 14, which amended the Commonwealth's o~n~wg NPDES permit to give written notice to
' 'n which the facilityis locateL The written notices shall be received by the municipalities and counties ggggg thirty(30) days before DER may issue or deny the permit.
KR 8WQ 288. )0 t Rev. l2!8".>
GEi (ERAi li4STRUCTfONS (continued)
Submit withyour application:
(1) A copy ofyour correspondence notifyingyour intentions to the municipality(ies) and the county(ies) in which the permitted activity willoccur.
4 (2) Evidence that the municipality(ies) and county(ies) have received your notification.
Acceptable forms ofthis evidence include, certified mail receipt: or written acknowledgement ofthe notification from the municipality(ies) and county(ies).
Failure to provide a copy ofyour notification correspondence and evidence ofmunicipal and county receipt ofyour notification with the application willdelay processing ofyour permit.
Failure to comply with Act l4 willresult in permit denial.
b.
Local Newspaper Notice - When applying for an NPDES permit for a~ industrial waste discharge, or when a riPDES ~ren wai invoives a c~ocrenrici change in location, quantity or quality ofthe industrial discharge, public natice ofintent to discharge is required by Section 3K ofthe Pennsylvania Clean Stream Law. The applicant is required to publish notice ofintent to apply for a hh(P DES permit in a newspaper ofgeneral circulation in the county where the discharging facilityis located. The notice must be published once-a-week during four consecutive weeks. Acceptable evidence, ofpublicatian is a notarize copy ofthe notice and statement ofpublication dates, or separate clippings ofeach notice withdate line intact. This evidence should accompany the application. The notice shall read as follows:
ilOTLCE Notice is hereby given that the m
Nam A
ress and t le hon number intends to make application to the Deyartment of Environmental Resources for a Water Quality Management Permit for the discharge of industrial waste water in a manner w
in n cnti uu nature, to e
ribe location and t of dischar in ludin th name of the receivin amand the methodof This application is made under the provisions of the Clean Streams Laws the Act of June Rdl, 1937, P.L. 1987, as amendecL Persons desiring additional information, concerning this permit application should contact the applicant as indicated above.
Persons who wish to camment on this application should contact the, Company. as indicated above, or the Department at the following address:
Regional Water Quality Manager an n
after n w '
licat'o The notice should be located at or near the top ofa right-hand page, as far forward as possible in the Brat section ofthe newspaper.
The notice shouM appear as a "display" tyye advertisement.
Whenever possible, itshould be set oFfrom the surrounciing material by a black border. The notice should be at least 8 3t4 inches (or 0 columns) wid>> and at least 4 inches high.
c.
AvelleNNyoflnfonnatton to the fuNk' Yau may NOTclaim cordhhnUal any information ggg~by this form, whether the information is reporte on the formor in an attachment.
This information willbe made available to the public upon request.
ER.BWQ 288.10 (R4.v. 12/87)
GENERAL INSTRUCTIONS (co'ntinued)
Any information you submit to the Department which goes beyond that required by this form may be claimed as confidential, but claims for information which are effluent data willbe denied. Ifyou do not assert a claim ofconfidentiality at the time ofsubmitting the information, the Department may make the information public without further notice to you.
Claims ofconfidentiality willbe handled in accordance with EPA's business confidentiality regulations in 40 CFR Part 2.
7.
How to use this Form The questions to be answered are provided on the right hand pages ofthe form. Supplemental instructions to those questions are on the left hand pages for your convenience.
Enter the NPDES number (ifknown) for the facilityonto the upper right corner ofeach question page.
Unless otherwise specified in the instructions, each item must be answered in order for the application to be considered complete. To indicate that each item has been considered, enter "N/A"for not applicable, ifa particular item does not fitthe circumstances or characteristics of your facilityor activity.
Ifmore space is needed to answer a question, attach a separate sheet entitled "Additional Information for Item
." Put the NPDES number in the upper right corner ofthese separate sheets.
8.
Application Submittal Checklist Page iv consists ofa listing ofitems to be submitted as part ofthis application, along with a listing ofquestions included as part ofthe application package.
Page iv should be used as a checklist for developing the application package prior to submittal to the Department.
ER BWQ.288.lo <Rev. 12/87)
~Pa e
Included?
X
- N X
2 3
X 4
X N
~NA H,
X 111.
APPLICATIONSUBMITTALCHECKLIST Item Three (3) copies ofapplication package submitted?
One (1) copy ofapplication notarized?
Application Fee?
Proper evidence ofAct 14 municipality, county notification?
Proof oflocal newspaper public notice?
PHYSICAL LOCATION AND GENERAL INFORMATIOiV A.
Name ofFacility B.
Facility Location C.
Facility Operator and Ownership Information D.
SIC Codes E.
General Description and Nature ofBusiness F.
Topographic Map G.
Outfall Location H.
Preparedness, Prevention, and Contingency (PPC) Planning I.
Line Drawing J.
Site Plan and Stormwater Runoff NEW SOURCE DETERMINATION OUTFALLSANDASSOCIATED WASTEWATERTREATME VT TECHNOLOGIES 7
X X
N 8
8 10 IV.
V.
SOURCES OF WASTEWATERCONTRIBUTINGTO OUTFALL A.
Process Wastewater B.
Other Wastewater C.
Other Wastewater D.
Total Process, Miscellaneous, NCCW, and Sanitary Wastewater E.
Stormwater Runoff ANALYSISOF EFFLUENT QUALITY INFORMATIONANDANALYSISOF EFFLUENT QUALITYFOR OTHER POTENTIALLYTOXICPOLLUTANTSKNOWNOR EXPECTED TO BE PRESENT INTHE DISCHARGE 24 N/A VII 25 N/A VHI 26 N/A X
X.
27 X
XI 28 X
XII HAZARDOUSSUBSTANCE SPILL REPORTING REQUIREMENT EXEMPTION ANTICIPATEDENVIRONMENTALPROTECTION IMPROVEMENTS BIOLOGICALTOXICITYTEST DATA CONTRACTEDANALYTICALASSISTANCE OTHER INFORMATION CERTIFICATIONANDSIGNATURE OF APPLICANT
- iv
June 2,
1989 Mr. Eugene Klein, Chief Clerk Luzerne County Courthouse North River Street Wi lkes-Barre, PA 18702 SUSQUEHANNA STEAM ELECTRIC STATION NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)
PERMIT:
NUMBER PA0047325 RENEWAL CCN 741326 FILE R9-8A PLE-11535
Dear Mr. Klein:
In accordance with Act No.
14, P.L. 834, this letter is to notify you that Pennsylvania Power 5 Light Company (PPSL) is making application to the Pennsylvania Department-of Environmental Resources (DER) to renew'the existing National Pollutant Discharge Elimination System (NPDES) Permit:
Number PA0047325 at its Susquehanna Steam Electric Station (SES) located in Salem Township, Luzerne County, Pennsylvania.
The Susquehanna SES is a nuclear power station with two boiling water reactors, each with an electrical generating capacity of 1,050 megawatts.
If you have any questions concerning this permit renewal, please call me at (215) 770-7889.
Sincerely, ome S. Fields nior Environmental Scientist-Nuclear cc:
EPA Region III NRC Document Control Desk NRC Region I F. I. Young, NRC Sr. Resident Inspector M. C. Thadani, NRC Pro)ect Manager P.
M. Swerdon, Pa DER bcc:
R.
G. Byram S.
H. Cantone R. L. Doty K. E.
Shank
,C.
H. Saxton G. A. Shields C.
E. Burke H. D. Moodeshick D. F. Roth SSES A2-4
~
A9-3 A9-3 A9-3 A9-3 SSES Special Office SSES
SENDER:
Complete Items 1 and 2 when addltlonal servtces sre desired, end complete Items 3
~nd 4.
Put your address in the "RETURN TO" Space on the reverse side. Failure to do this willprevent this card from being returned to you.
f f
or addltlonal foes the followlna services sre available. consult postm r for fees and checx box es for sddltlonal sarvlcels) requested.
1.
Show to whom delivered. date, end addressee's addresL 2.
CI Restricted Osllvery t(Exrra chargeJ t t(Extra charge(t
- 4. Articl~ Number P
(Iqg ag(o
]OT-Type of Service:
0 Insured C3 COD Always obtain s(gnature of addressee
- 5. Signature Addfeseaa X
B. Signature X
- 7. Data of c'r. ~
PS Form 3811,
~ 1 e NALRO.tan.1 7Naa
- 8. Addressee's Address (OWLY (j requerrcd and fee pa(dJ I
OOMESTIC RETURN RECEIPT
June 2,'989 Ms.
Sandy Shuman Secretary, Salem Township Salem Township Municipal Building Bell Bend Road, R.
D. ¹1
- Berwick, PA 18603 SUSQUEHANNA STEAM ELECTRIC STATION NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPOES)
PERMIT:
NUMBER PA0047325 RENEWAL CCN 741326 FILE R9-8A PLE-11536 Dear Ms.
Shuman:
In accordance with Act No.
14, P.L. 834, this letter is to notify you that Pennsylvania Power 5 Light Company (PPSL) is making application to the Pennsylvania Department of Environmental Resources (OER) to renew the existing National Pollutant Discharge Elimination System (NPDES) Permit:
Number PA0047325 at its Susquehanna Steam Electric Station (SES) located in Salem Township, Luzerne County, Pennsylvania.
The Susquehanna SES is a nuclear power station with two boiling water reactors, each with an electrical generating capacity of 1,050 megawatts.
If you have any questions concerning this permit renewal, please call me at (215) 770-7889.
Sincerely, 4',
enior'nvironment cientist-Nuclear cc:
EPA Region III NRC Document Control Desk NRC Region I F. I. Young, NRC Sr. Resident Inspector M. C. Thadani, NRC Project Manager P.
M. Swerdon, Pa OER
TOWNSHIP OF SALEM P.O. BOX 146: BERWICK, PENNSYLVANIA18603: (717) 542.7228 June 8,
1989 PoP.
& L.
C/o Mr. Ira Kaplan Fowler Avenue
- Berwick, PA 18603 Dear Mr. Kaplans r
This is to acknowledge receiving the letter dated June 2,
1989 regarding making an application to D.E.R. to renew the existing National Pollutant Discharge Elimination System Permit!
Number PA0047325 at the Susquehanna Steam Electric Station located in Salem Township, Luzerne County, PA.
Very truly yours, SALEM TOWNSHIP SUPERVISORS ga~ >~
Sandy Shuman Secretary
ER.BWQ 288.10 i Rav.
t"-'87'UPPLEMENTAL TABLES Table 1-Codes forTreatment i:nits Table 2.- Testing Requirements for Toxic Pollutants by fndustrial Category Table 3-Reportable Quantities ofHazardous Substances Table 4-Asbestos and Certain Hazardous Substances Requiring identification ifExpected to be Present
KR.8Wq '388.(0 <Rc
. la87)
INSTRUCTIONS FOR COMPLETING FORM I.
PHYSICAL LOCATION AND GENERAL INFORMATION A.
Enter the oFicial or legal name ofthe facilitywhich is the source ofthe dischar e.
use a colloquial name.
r eo e
isc arge. Donot
\\
B.
Give the address or location ofthe facilityidentified in A. Ifthe facilitylacks a street name or route number, give the most accurate alternative geographic information ti.e., intersection ofRts 45 and 144).
C.
Give the name, as it is legally referred to, ofthe person firm ubl' irm, pu ic organaation, or any o
erentitywhichoperatesthefacilitydescribedinthisapplh's app ication.
is may or may not t e same name as the facilityname in A above. The operator ofthe facilityis the legal entity which controls the facility's operation rather than the plant or site manager.
Indicate whether the entity which o~~t~s the facilityalso ~own it, b markin th appropriate box.
n i, ymar ing e
Check the appropriate box to indicate the legal status ofthe operator ofthe facility.
Indicate "public"for a facilitysolely owned by local government(s) such as
't t
&cl y, owll, Enter the telephone number and address ofthe operator identified.
D.
List. in descending order ofsignificance; the fourAigitstandard industrial classification (SIC) codes which best describe your facilityin terms ofthe in i l
ucts or services r
uc or rovide. Also, specify each SlC classification in ~ords.
A listingofcommon industrial SlC codes is available withthis form and is based on the "Standard Industrial ClassiQcation Manual" prepared by the E ti CHf' President, Of6ceof M me t y
e xecutive ice ofthe i en, ce o anagement and Budget, available from the Government Printing Office.
E.
Use this services provided).
'pace to further describe the nature ofyour business (e.g. produ ts rod ed c
p uc,or
KR.BWQ.988,10 i Rev. )2J87>
APPLICATION FOR OISCHARGE PERMIT IS;
.'ICE ICÃIWAL btOD!F'.CAT;QN X
4PDES i(umber PA 0047325 I.
PHYSICAL LOCATION AND GENERAL INFORMATION A. 4ameof Facility Sus uehanna Steam Electric Station B.
Facility Location IStreet)
P.O.
Box 467 Cityor Town Berwick County Luzerne Zip Code 18603 C.
Facility Operator (Permit Applicant) Information Operator (Applicant) +arne Pennsylvania Power and Light Company Does the Operator own the fact sty.
yes no StatusofOperator Federal Q 'tate Q Private Q Public Q Other Phone (2 1
5
)
770-7889 Two North Ninth Street Pennsylvania Cityor Town Allentown ZipCode D.
SIC Codes
~1 4Q 11
~2 3~
~4 CorrespondingSIC Description Electrical i es E.
General Description and Nature ofBusiness Generation of electricit The Sus uehanna Steam Electric Station is a nuclear power station with two boiling water reactors, each with an electrical generating capacity of 1,050 megawatts'.
ER BWQ 288.10 i Rev. l2/87>
INSTRUCTIONS FOR COMPLETING FORM F.
Provide a topographic map ofthe area extending at (east to one mile beyond the property boundaries ofthe facilitywhich clearly show the following:
The legal boundaries ofthe facility.
The location and serial number ofeach ofyour existing and proposed surface
~ater intake and discharge structures (outfalls). Ifany outfalls discharge to intermittent streams or drainage swales, indicate the distance downstream to the point where perennial stream flowoccurs.
Allsprings and surface ~ater bodies in the area, plus all drinking water wells within I/O mile ofthe facilitywhich are identified in the public record or otherwise known to you.
Allhaxardous waste management facilities, and wells where fluids are injected underground, which are associated with the facilityfor which this ÃPDES permit is being requested.
Each map shall include the scale, meridian arrow showing north, and latitude and longitude to the nearest second.
Where a stream or river is shown, indicate direction ofthe current, and show directions ofebb and flowtides in tidal waters.
Use a U.S.G.S. 7-1/2 minute series map (unless one has not been published foryour area, then use a 15 minute series map).
G.
<$/
Figure 1~
lattltude 4l< 3'0
- Il 07'0" tongitude 76 10'0" - 76 6'0" 1a14 1
~ r llv 9%
r r NMr rr
FACILITY AREA NAP KEY HPDES Outfalls process Wastewater (Effluent Limitations Guidelines) 071
- Cooling Tower Blowlo~n Line (Units 1 and 2)
Internal Discharges (Hot shown on map) 171
- Liquid Ra&aste 271
- Waste Filter Bypass 371
- Heutralization Basin 471
- Maste Filter 571
- Circulating Water Pumphouse Sump Miscellaneous Wastewater 072 - Service and Adainistration Building Lost Volune
'Maste Swp 073 - Unit 1 Turbine Building Low Vol+ac Maste Smy 074. Unit 2 Turbine Building Low Vo(use Waste Smp 077 - Unit 1 Condensate Storage Tank Area 078
~ Unit 2 Condensate Storage Tank Area Sanitary Wastewater 079 - Smage Treatment Plant Type II SWRO Outfalls (Shorn on site plan and storawater runoff map - Section 1, Part J) 070 - S-2 Pond 075 - Peach Stand Pond 080 - C-1 Pond
'ublic Wat r S lies (Last 3 digits of PWS IO 2400
)
994 -
SSES Site Mell System (2 wells) 995 - Riverlands Recreation Area Well 996 - Beach Haven/White House Mell 999 - Energy Information Center Well Waste Accumjla ion Ar
- Hazardous and non-hazardous
~astes are collected and transported off-site from this area.
~ ~
e
~ ~
Sl
~a+
i't aateaaaCNL>
~
~
%V%
~I
~I 1
e ORSO Il/
I/2 I
LLILLS LSLIL; lllNOLAS INOILAIL AttAOlltlAILLOLAIION Ot ULL IS ww II I
J'4 SUSOOLIIANNASILAMLLLCIHICSLALIQN
~LIIE OILLS ~ IIOIO IOO OILIL OI ILL SILLIOI Figure 2
E
~ITC I/2 I
IJILfs
~
a e
zO I
I/
IIOlfI NWQfOS IIIOICAifAttAOIINAlffOCATIOII Of StAIIIOS
+w /
~4 CAfti SUSOUtIIANNASlfAMfLfC'fllIC$lASIOII StlllSS OSSO fN Of ill $1ttf1 lOO IlffS 0 llfSllllll.
Figure 3
ER BWQ 288.lo ~f4', l2l87)
AttachTopographic Map. See instructions.
See Figures 1, 2, and 3.
G. Outfall Location: For each outfall, list the latitude and longitude ofits location to the nearest 15 seconds and the name ofthe receiving water.
OCTFAld.
NUMBER (IW I.ATITU DE LO'AGITUDE I. oco.
- s. %IN.
Lsec.
l.0!o.
- t. xN.
2 sec RECEIVING O'ATER (JVeme) 070 071 072 073 074 075 077 078 079 080 41 5
15 76 8
41 5
30 76 7
41 5
30 76 8
41 5
30 76 8
41 5
30 76 8
41 5
30 76 8
41 5
30 76 8
41 5
30 76 8
41 5
30 76 8
41 5
30 76 8
45 Lake Took-a-while 45 Susquehanna River 45 Lake Took-a-while "45 Lake Took-a-while 45 Lake Took-a-while 45 Lake Took-a-while 45
'Lake Took-a-while 45 Lake Took-a-while 45 Susquehanna River 45 Lake Took-a-while H.
Prevention, and Contingency (PPC) Planning Does the fadlhy have a PPC plan vrhich has been reviavred and approved by the Department~
Q Yes Date ofApproval g No,(attach2copiashrre~andapprovai)
(2 copiea are attached)
The PPC plan has previously been submitted to the Department.
Does ths facilityhave any other related plans, such aa a Pollution incident Prevention (PlP) Plan or a Spill Prevention Control and Counter MeaeIre (SPCC) Planf g Yes Q No lfyes, identifyand indicate date(s) approved by the Departtnent or EPh.
The SPCC Plan is iricluded in the PPC Plan.
Both have been submitted to the Department, but not to the EPA.
2~
INSTRUCTIONS FOR COMPLETI.iG FORM l.
Line Drawing Lsing the space provided (or using attached material) show a line drawing which illustrates the flowofwater and wastewater through the facility. The line drawing should show generallv the route taken by water in your facilityfrom intake to discharge.
Show all sources ofintake water and operations contributing wastewater, including process and production areas. sanitary flows, cooling water, and stormwater runoE The water balance should show avera monthl flows for the maximum monthl roduction period deserihed in Question tV. The storm ateter discharties shown should retlect the maximum d~ail flow expected from a if-year, 24-hour storm event.
Show all significant losses ofwater to products, atmosphere, and discharges to surface waters and to publiclywwned or other wastewater treatment facilities. You should use anal be determined (e.g. for a groundwater cleanup operation) provide a pictorial description ofthe nature and amount ofthe sources ofwater and wastewater.
An example ofan acceptable line drawing and water balance appears in Figure l below.
W hdATIIilL5 IluiOVIN d1 ttCI Cstht
'4IA
~%teal!ATiodd PWPCCitAL WAINIWILT d5.ICC CIO
~ CIO OTIiPPC Rgl WVN WNICIO COOLllPC wATIC TO ATIIOIPP4III 5~ ciao 5OLe WASTl
~ CIO gwlnc CI wATNILow
~ INALNC cnv, CCUNTv. ITATl ROU1% 1. EXAINfLEOf LINE ONAWINCiANDWATMMLANCE
SUSQUEHANNA RlVER
,'077) 0.024 ling Ole) 0.018~
(080)
I@ter LAKE TOOK-A-01LE (075)19-Store Mater (078) 0.019 ~
070
- 14. 6 HGD Stom lhter lNTAKE intake Line 56.0 HGD
]2 Evaporation Eva poration aid Drift and Drift lb.O$60 18.QHGO IA Lal CI Evaporation and Drift 0.065 HGD SPRAY POND
(>>1) 0.28 HGO (079) 0.08HGD (O71) 20.0 HGD 073) 0.018 lg 072) 0.023 IN O.N %9 (i71)
~ 0.072 t
t 271 0.05 IN 571 0.002 ISO RAONAST REATKN 5EINGE REATHEN PLANT Curreatly INSTE Offsite Trlclwlor for Disposal ihter Treataoat RAN ikTER TREATMENT NEUTRALlZATlON
~ASlN Oaaia ihste
~uildiaN Drains DEHlNERALlZER CS'eals Suildiag Orai s CQP SEALS RAD AREA USES GENERAL AREA USES POTABLE iNTER WELLS Susquehanna SES l4ter Use Diagram Hev. 5/89
KR Iwg.ass.to as
<2'>
lNSTRUC71ONS FOR COMPGETtÃQ FORM J.
Site P'lan and Stormwatet Runoff (SWROI
(:sing the space provided, or an attachment, provide a copy ofyour ficiBty'ssite plan which delineates propetty boundaries, buildingareas, paved and unpaved areas which contribute stormwater runofffrom the factlitv
'nformation developed for the facilityPPC plan should be used wherever possible to respond to this question.
l.
Show the followingby shading, coloring or other marking (see Figure 2 for example).
areas as tn4ustrial plants and plant yards. immediate access roads. drainage ponds. refuse piles. storatte piles or areas. and material or product loading and unloading areas.
These areas getterace Type l SWRO
- b. Qgg~IIg located on plant lands separate horn the plant's inciustrial activities such as o(Hce buildings and accompanying parking lot. These areas generate 'Type llSERO.
2.
indicate by appropriate markings and symbola, the location of¹ormeatet draldlLge tnlets, outlets, and associated drainage pipes or chant+le.
3.
Show the locations ofoutfalls which discharge stormvrater te the receiving stream or river. Where possible.
indicate on the site plan which areas contribute stortnwatet euaoC(described in l.a and l.b) to these outfalls.
4.
BaeeL on the response to 3 above. calculate the drainage area Se thew contributing areas and report the results under Question N.E, page b ofthis hem.
wee e e ooaotoostsy lge
~vawanehee Im ttIXlltwst8t~htEC
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ oo ~ ottott~e~ ~goes 84QRSl I~LIST% tLANSHOWN% 5TOONWATXRRU~ ANtA5 teste t
~ tW Tmtt>>tte Qee 5ewet
~
~
~
~ ~ ~ ~ ~ twooQo ~ ~ ~ ~ ~ ~ ~
~ eoooo+ottotttoooaooooi
~ ~ ~ I ~ ~
~ ~
~
I I
I I
I I
I
! r~sttt t4ee I
tmsaaea
~0>>
tsetage1rM I
I I
avoca N@AwgNee NewtlN>>LlttL ssettutocatnttI sad D~~ leQeg P'
gyy\\tlt4 I
I I
I I
I Chsttt mal Sta
~
I I
I I
I I
I I
I I
I I
I 8
I I
I I
I I
I I
~EY tfetssfvfeffisff a
~
Sffuailv SSSSCf f a
HORTN 0
IOO II TAROS s<<X eo
~<<y Og Cg 4 a<<s<<g L
AO OIL STORAGE VJAS~3MP
~EA Discharge 075
.'EQT L~..
~MBLDG
. ~
~
4' l
~v~rr SE ONENT i
~a~s Q
POND C-I P)
Discharge 080 II IIIIIIIle II CONTNL COSTER HLORQK OLOGQ CIRC.-i%TER PUafP HS E5 go~
fK.
~
~
SITE WELL
~ j LOW LfVEL ss QADWASTEI t<<<<t<<
~~
T i~
CYLIISDER S TOWAGE a
I WATER TANK I
~
VEHICLE'RE MENT p
t f j lt<<<<ttttt<<tt<<E
<<<<t SOUT~
~~a
~
~
II r~'~
si I
~s I
<<I I SOO KV jj ~
SWITCHeSG Iis STATION
~
EDIMENT POND S-Discharge 070 Ptataa<<st WS ViSa
=- Da su
.//
, [j I,
/ORTH I
R Tij ~
~a IRKT I k
SUSOUENAHHA RIVERLAHOS TOOK A WHILE
~t
~<<
<< ~
~<<
~<<
~<<
~<<
~<<
~t
<<t SuSPufttasttsa Sf S RIVER INTAKE STRUCTURE
~ IP o ufttatttta Sfs sus puf Icaf fAepeaspas a
l s
<<<<<<7
~<<
L:
O
<<tt ttt
~
~
'TS gQ-f/l 8'l g
f, O
O E.
D-vs O
<<4
'fsa fvj CA
<<<<4 8
'0 ED tD crJ r<<Ol
~ ss
~
~ II I<<
II I~ I IH
\\%L
~
~ ~<< tr SUSOUEHANNA STEAM EI ECTRIC STATION PPC PLAN MAJOR ONAINAGE AREAS AHO FLOWPATIIS
~ ~ ~~ ~
(NSTRUCTfONS FOR COMPLET(NQ FORM ll.
BACKGROUND ON NEW SOURCE DETERMiNATiONS (l)
(. ader EPh's NPDES Regulations 40 CFR l22.2. a "~'ew Source" is deiined as. gny bujjd[gg structure, facilityor installation from which there is, or may be, a "discharge ot poI(uranus,'pe "construction" ofwhich commenced:
AA r romul tion ofstandards ofperformance for new sources under Section 306 of the Clean Water Act which are applicable to such source: ~
applicaole to such source, ~i~ifthe standards are promulgated within 120 days of their proposal.
(2)
The followingactivities result in a "new source":
(i)
"Construction" ofsource on a site where no other source(s) is located: gg (ii)
"Construction" ofa source on a site where an existing source is located, ifthe process or production equipment which causes the discharge ofpollutants from the existing source is totally replaced by this construction, ~
(iii)
"Construction" ofa source whose processes are substantially iadependent ofan existing source at a site.
(3)
"Construction" oa a site at which aa existing source is located willggbe considered as creating a new source(or a new discharger) ifthe construction ~Ll)~cteate a new building, structure, facility,or installation meeting the criteria ofparagraphs 2(ii)ot (Hi)above, but otherwise alters, replaces. or adds to existiag process or production equipmeat.
(4)
Pursuant to EPh's NPDES regulations, 40 CFR l22.%, "peg+g ofa new source has commenced ifthe owner or operator has g~gg (i)
Begun, or caused to begin as part ofa continuous ~te construction program:
(a) hny placement, assembly, or instal4tion offaciHties or equipment; or (b)
SigaiBcant site preparation work including clearing, excavation, or removal of
~xistiag buildings. sCnxtutes ot 5scHiths which is necessary for the placement, assembly, or installacha ota new source facQit4s oe equipment; gp (H)
Entered a ht the putchase oC5ackHties or equipment which are in to opetatlea withiaa reasonable time. ~M: Options to purchase ot contracts whichcan be terminated oe modified without substantial loss, and contracts Se feasibiHty, eagiaeeting aad desiga ¹aSos do gg coastitute a oattactual obHgatioa.
(5)
The Mowingdelaitions are tobe used when considering the above instructions:
"Sit>> -Tle 4ador water area where aay 5sciHty or activity is physicaHy located ot conducted,-
iacluding a@scent laad used la coanectioa <<ith the 5aciHtyoe ectivity.
"FaciHQMor equipmeat
- buildings, sttuctutes, process or production equipmeat or machinery which forma permmwnt part ofthe new'ource aad which wiHbe used in its operation, ifthese faciHQes or equipmeat are ofsuch value as to represent a substantial commitmeat to construct. ltexcludes faciHties or equipmeat used la cotmection with feasibiHty. engineeriag, aad design studies re~ling the source or watet pollutioa treatment forthe source.
-SL-
KR BViQ '88.)0 'tv. l".'87>
NP DES Number PA 0047325 II.
NEW SOURCE DETERMINATION
'Hot Applicable Referring to the instructions for this question, indicate when "construction" (as defined by EPA) and discharge began for the facilities causing each discharge? if"construction" has not begun, state when it will'begin.'o not complete this table foroutfalls which only discharge sanitary wastewater or stormwate f runoff(unless considered "process wastewater" under an EPA eQluent guideline regulation i.
Date Date "Construction" Discharge
~Be an'Be an" 9/12/75 10/18/76 Faciliti Causin Dischar Ca t weavin and d ein
~Outlall(s 001 002 If"construction" began on different dates forfacilities which contribute to the same outfall, list these dates separately (use additional sheets ifnecessary).
Ifnot yet discharging, indicate date on which discluLrge is expected to begin.
~
~
~
~
~
~
~
~
~
~
~
I
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~ ~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
~
I
~
~
~
~
~
~
~
~
~
~
~
~
~;
~
~
~
~
~
~
~
~ ~':
~
~
1
~
~
~
~.
~
~
~
0 l~
NP
~
~
<~ ~g ~
'lg kJ
~a ~+I+
~
~
ER Bv/Q 288. l0 (Res. t2/87)
VPDES. <umber PA 0047325 IIL OUTFALLSANDASSOCIATED WASTEWATERTREATMENTTECHNOLOGIES Outfall Number Treatment Ualc Descripdon (Ilsc ln sequence)
Treatment UnitCode
)See Table l)
Treatment Unic Design Flp Rate
)10 ga)/day)
Method for Handling and Oisposal ofSolid or Liquid Residue Resulting from Treatment iliscin sequence)
Handling and Oisposal Code 070 Discharge to Surface Water 4A Rain De endent Not Applicable 071 Sedimentation Dechlorination Discharge to Surface Water 1U 4A 20 Landfill 20 Not A licable 20 Not Applicable 171 271 471 571 072 073 074 Diatomaceous Earth Filtration Ion Exchange Neutral izati on Evaporation Microstraining No Treatment Neutral ization Movin Bed Filter Oil I) Grease Removal Oil 8 Grease Removal Oi scharge to Surface Water via Storm Drains Oil It Grease Removal Discharge to Surface Water via Storm Drains Oil 8 Grease Removal Discharge to Surface Water via Storm Drains 1C 2J 2K 1F 1N XX 2K 1P 4H 4H 4A 4H 4A 4H 4A 0.28
- 0. 28 0.28
- 0. 28 0.002 0.05 0.04 0.072 0.002 0.023
- 0. 023
- 0. 018 0.018
- 0. 018 0.018 Radioactive Waste Landfill Radioactive Waste Landfill Not A licable Radioactive Waste Landfill Radioactive Waste Landfill Not A licable Not A licable Landfill Reuse or Sale Reuse or Sale Not Applicable Reuse or Sale Not Applicable Reuse or Sale Not Applicable 5Q 5Q 5Q 5Q 4E 4E 4E 4E 075 Discharge to Surface Water Rain Not Applicable De endent 077 078 Discharge to Surface Water via Storm Drains Discharge to Surface Water via Storm Drains 4A 4A 0.024
- 0. 019 Not Applicable Not Applicable
KR BNQ 288.10 <Rev. 1287)
INSTRUCTIONS FOR COMPLETING FORM IV.
SOURCES OF WASTEWATERCONTRIBUTINGTO OUTFALLS Existing Dischargers -
Complete a separate Question IVfor~eoutfalL New Dischargers Complete a separate Question IVfor~outfall for~ year ofthe firs three (3) years ofoperation, (ifno significant changes are expected during the first 3 years. then so indicate and only complete one Question lV).
A.
P Wast wat
- See General Instructions on page i, Who Must Use Thh Form. for definition ofprocess wastewater.
Space is provided to describe two or more contributing processes.
Process wastewater is any water which, during manufacturing or processing, comes into direct contact with(or results from the production or use of) any raw material, intermediate product, finished product, by-product, or waste product). Process wastewater also includes any type ofdischarge which is covered by an effluent limitationguideline (E LG) regulation published by the U.S. Environmental Protection Agency (EPA). Process wastewater does n~t normally include sanitary wastewater, nonmntact cooling water, or plant-area stormwater runofF, unless such wastewaters are covered by an ELG regulation.
l.
'+~@~:
Carpet manufacturing, wastewater fromfiber processing and dyeing.
2.
AllELG's promulgated or proposed by EPA are published in the Federal Register, and are published annually in the Code ofFederal Regulations, 40 CFR Parts 4$hend. Contact the applicable DER Regional OfHce ifyou have questions concerning applicable ELG's.
3.
Answer this question based on the v
production level which is expected to occur during the for the process.
Do~ report maximum Qgy. production rates.
production records and are ~ to be based simply on the facility's maximum production capabilities, nor on estimates ofpossible (but unconfirmed) future production increases.
To obtain alternative efHuent limitsbased upon gg~ggyf production increases, you must define your actual and maximum production capabilities and demonstrate that there is reasonable potential for an u)crease ia actualqroductfoa during the duration ofthe upcoming permit.
IUD exyecteL production during the first three (3) years ofoperation.
Exycees production rates in the same terms and units used by EPA in developing its ELG regulatioa. For example, ifthe ELG is expressed as "lbe ofTSS per l,000 lbs ofproduct" the information should appear as the following~~ shows:
1,000 lbs carpet material 4.
As with production information;the information reported on discharge rates and volumes must be based oa actual facilhy records, not simply oa maximum design flows which have been used to size any associated wastewater treatment facilities for the outfall in question I
v f
t wit l
i n
7L ~
ER BWQ 288.10 (Rev. l2/87)
NPDES Number PA 0047325 III. OUTFALLSANDASSOCIATED WASTEWATERTREATMENTTECHNOLOGIES Outfall
.'lumber Treatment Unit Description list in sequence)
Treatment
'UnitCode iSee Table l)
Treatmenc Unic Design Figw Race
<l0 gaUday)
Method for Handling and Disposal ofSolid or Liquid Residue Resulting from Treatmenc ilist in sequence)
Handling and Disposal Code 079 Grindin (Comminutors)
Screenin E uilization Pre-aeration Activated Slud e
Neutralization 1L 0.08 Not A licable 1T 0.08 Landfi 1 1 1Y 0.08 Not A licable 3E 0.08 Not A 1icable 3A 0.08 Land A
lication 2K 0.08 Not A licable 5p Disinfection Chlorine) 2F 0.08 Not A 1 icabl e Discharge to Surface Water 4A 0.08 Not Applicable 080 Discharge to Surface Water 4A Rain Not Applicable De endent ER 8WQ-288.10 (Rev. t2I87)
INSTRUCTIONS FOR COMPLETING FORM IV.
SOURCES OF WASTEWATER CONTRIBUTINGTO OUTFALLS Existing Dischargers -
Complete a separate Question IVfor each outfall.
New Dischargers Complete a separate Question IVfor e~ah outfall for each year'of the first three (3) years ofoperation, (ifno significant changes are expected during the first 3 years, then so indicate and only complete one Question IV).
A.
Process Wastewat r -See General Instructions on page i,Who Must Use This Form, for definition ofprocess wastewater.
Space is provided to describe two or more contributing processes.
Process wastewater is any water which, during manufacturing or processing, comes into direct contact with (or results from the production or use on any raw material, intermediate product, finished product, by-product, or waste product). Process wastewater also includes any type ofdischarge which is covered by an eHluent limitationguideline (ELG) regulation published by the U.S. Environmental Protection Agency (EPA). Process wastewater does not normally include sanitary wastewater, non~ontact cooling water, or plant-area stormwater runoff, unless such wastewaters are covered by an ELG regulation.
l.
~Ex ~~l:
Carpet manufacturing, wastewater fromfiber processing and dyeing.
2.
AllELG's promulgated or propoud by EPA are published in the Federal Register, and are published annually in the Code ofFederal Regulations, 40 CFR Parts 400-end. Contact the applicable DER Regional Oflice ifyou have questions concerning applicable ELG's.
3.
Answer this question based on the v m production level which is expected to occur during the
'm m m l
ri rod ti n activit for the process.
Do ~n report maximum~ production rates.
production records and are ~n to be based simply on the facility's maximum production capabilities, nor on estimates ofpossible (but unconfirmed) future production increases.
To obtain alternative effluent limits based upon@gjggg~ production increases, you must define your actual and maximum production capabilities and demonstrate that there is reasonable potential foran increase in actualqroduction during the duration ofthe upcoming permit.
Id I U
expected'roduction during the firstthree (3) years ofoperation.
Expceaa production rates in the same terms and units used by EPA in developing its ELG regulation. For example, ifthe ELG is expressed as "lba ofTSS per l,000 lbs ofproduct" the information should appear as the following~III~shows:
1,000 lbs w M rial carpet material 4.
As withproduction information, the information reported on discharge rates and volumes must be based on actual facilityrecords, not simply on maximum design flows which have been used to sixe any associated wastewater treatment facilities for the outfall in question.
I t
rtment t
r t'v i t with n
l l'
i n 7L.
ADDITIONAL INFORMATION FOR SECTION III ADDITIONALOUTFALL DESCRIPTIONS 070 The S-2 Pond, located, on the South side of the Susquehanna SES site, is a Type II storm water runoff (SERO)7outfall.
The 10-year, 24-hour runoff is estimated to be 1.46 x 10 gallons.
Discharge from the S-2 Pond goes into Lake Took-a-while.
The Cooling Tower Slowdown includes inputs from both Unit 1 and Unit 2 Cooling Towers, internal discharges 171 through 571, and the Spray Pond overflow.
Monitoring for NPDES compliance is conducted at a composite sampler station located on the blowdown line near the Sewage Treatment Plant.
The Cooling Towers and Spray Pond contain river water used for cooling in the station main condensers and other heat exchangers throughout the plant.
Evaporative losses in the towers generally result in cooling water being cycled up to 3 to 5 times the concentration of river water.
The Cooling Tower Basins contain approximately 7 Million Gallons (MG) each and the Spray Pond about 25 MG.
Discharges generally
".ange from 2000 - 6000 gpm from each tower and approximately 100 - 800 gpm from the Spray Pond for a combined total average of approximately 7,000 gpm (10 x 10 gal/day).
Sulfuric acid is added to reduce alkalinity in order to minimize scaling potential on condenser and heat exchanger surfaces.
Chlorination (0.1 0.5 ppm Free Available Chlorine) is utilized three times a day for 20 minute injections in each tower to control biofouling.
A chlorinator utilizing gaseous chlorine is the primary chlorination system with sodium hypochlorite used as a backup.
A dechlorination system utilizing gaseous sulfur dioxide is operated prior to, during and after each chlorination.
An aqueous solution of ammonium bisulfite is used as a
backup to the gaseous dechlorination system.
In order to reduce fouling and corrosion within the service and circulating water systems, PP6L utilizes a chemical treatment program.
The treatment currently includes the injection of a dispersant and two corrosion inhibitors into the service water pumps'ischarge to maintain the amount of active chemical at the levels listed in Table 1.
The range of concentrations indicated are the concentrations planned for the treatment program.
During periods when the acid injection system is out of service an alternate chemical mixture containing a dispersant and a
scale inhibitor "containing phosphonic acid [1-hydroxyethylidene, bis-(HEDP)] is utilized to prevent scale formation on heat exchanger surfaces.
Since the Cooling Tower Basins discharge directly to the Cooling Tower Blowdown, the concentrations listed in Table 1 are those expected to be present in the blowdown (Outfall 071).
ThBLE 1
Chemical Use Concentration 'n Circulating Vater (Cooling Tower Blowaown-Outfall 071
~Ran e
Maximum Acrylate Copolymer Dispersant 2-3 ppm Active Acrylate 5.0 ppm Phosphonic Acid (HEDP)
Alternate Scale Inhibitor (used only when acid injection system is out-of-service) 0.5-1.0 ppm HEDP 1.5 ppm Methylbenzo-triazole Copper Corrosion Inhibitor 1.2-1.8
- ppm, 2.5 ppm Active Methyl-benzotriazole Zinc Carbon Steel Corrosion Inhibitor 0.5-0.8 ppm Active Zinc 1.0 ppm The above products are widely-used water treatment chemicals having low toxicities.
Zinc addition will be controlled to ensure that the cooling tower blowdown eff'uent limits will be met.
Information on a molluscicide, slimicide, an alternate dispersant, and an alternate copper corrosion inhibitor which are being evaluated for use is attached in Section VI for your concurrence.
Several chemicals are utilized for weed and fish control in the spray pond.
These include:
- rotenone, fluridone, and sodium hypochlorite.
Special permits and approvals when required for use will be requested from the Pa Pish Commission.
The Standby Liquid Control System provides an emergency reactor shutdown mechanism which floods the reactor with a solution containing neutron-absorbing boron.
This 'system is tested and flushed twice per quarter, resulting in up to 1,000 gallons of a sodium pentaborate (Na B1 0
) solution.
This solution will be directed to the Cooling Tow)r kaNn.
The sodium pentaborate solution contains 15,000-35,000 mg/1 of boron, with total quantities of boron to be flushed of up to 100-300 lbs. boron per f'ush.
These flushes are between 6>>9 pH and contain negligQ$ 1e amounts of other suspended or dissolved material.
The maximum boron increase predicted in the blowdown following each flush would be less than 10 ppm boron.
Pericdically during refueling "nd maintenance
- outages, condenser and heat exchanger surfaces are cleaned to restore heat transfer capability.
Currently, this activity involves hydrolazing the heat exchanger surfaces with a ]et of high pressure demineralized water.
Typically, the mechanical force of the high pressure demineralized water is adequate for cleaning the heat exchangers.
- However, a sodium polymethacrylate dihpersant may be used, at a concentration of approximately 30 ppm, in the water )et to enhance cleaning effectiveness.
This flow from hydrolazing activity, generally 10-20 gpm, is returned to the circulating water and Cooling Tower.
The concentration of sodium polymethacry'ate dispersant in the Cooling Tower Blowdown is negligible.
Additiona'nformation on chemicals discussed in this section is attached in Section VI.
171-The liquid radwaste internal discharge includes all the leakage and wastewater from the radiologically controlled zone and also the condensate storage tank bermed areas.
Prior to combining with Outfall 071, the wastewater is passed through various treatment processes.
The normal radwaste treatment system includes diatomaceous earth filtration, and ion exchange demineralization.
High conductivity wastes are first passed through a radioactive waste evaporator prior to normal treatment and discharge.
Low conductivity wastes from specific drains and traps in the radiologically controlled zone are directed to the laundry drains and are passed through a cartridge filter to remove solids prior to discharge.
Currently all laundry is sent to an outside contractor for cleaning and thus the laundry drain discharge contains the following waste inputs:
. 1) miscellaneous waste from the radiologically controlled
- zone, 2) mop bucket water which may contain small amounts of a phosphate ester surfactant (RC-8)
(A MSDS for RC-8 is attached in Section VI.)
- and,
- 3) discharges from closed cooling water systems due to leakage and maintenance.
The liquid radwaste discharge receives leakage from closed cooling water systems containing nitrites.
Sodium nitrite is added to these systems for corrosion control.
The level of nitrite in the closed system cooling water is approximately 500-1500 ppm as NO2 A microbiological control agent, Slimicide C<<68, may be used in these systems although to date has never been needed or utilized.
See Table 2 for a list of chilled and closed cooling water systems and their volumes.
Batch discharges from Closed Cooling Water Systems may also be directed to the Cooling Towers or the Sewage Treatment Plant.
ThBLE 2 SYSTEM No.
OF SYSTEMS SYSTEM VOLUME (gal)
Units 1
& 2 Reactor Bldg ~
Closed Cooling Water 4, 300 Units 1-
& 2 Turbine Bldg. Closed Cooling Water 1>lcO Units 1
& 2 and Common Gaseous Radwaste Recombiner Closed Cooling Water 3,100 Unit 1
& 2 Reactor Bldg.
Chilled Water 4,750 Unit 1
& 2 Turbine Bldg.
Chilled Water 6,200 Control Structure Chilled Water 15200 Radwaste Bldg.
Chilled Water 860 At present, sample data for the laundry drain is not included in the monthly Discharge Monitoring Reports (DMRs) submitted to the Pa DER.
This volume is minimal compared with the liquid radwaste discharged (See Table 3). It is our plan to continue to monitor the liquid radwaste only for this discharge.
Discharge volumes are listed in Table 3.
A Carbonaceous Biochemical Oxygen Demand (CBOD) analysis was performed on the laundry drain and miscellaneous waste discharge resulting in a level of 6.5 mg/1.
This level indicates that the impact of this discharge is negligible.
It is our plan to continue to monitor the liquid radwaste only for this discharge.
TABLE 3 Discharge 171 Liquid Radwaste TOTAL DISCHARGE Gallons 5,283,250 1987 74 Liquid Radwaste Laundry/Mise.
Waste 5,215,639 65,611 98.7 1.3 1988 Gallons TOTAL DISCHARGE Liquid Radwaste Laundry/Misc. Waste 3,551,877 3,498,479 53,398 98.5 1.5 1989 Gallons TOTAL DISCHARGE (Jan-April)
Liquid Radwaste 957,996 940,381 98.2 Laundry/Misc. Waste 17,615 1.8 271 The waste filter bypass internal. discharge includes inputs of clarified water which bypass the waste filter and are directed to the Cooling Towers.
This discharge is used to monitor these inputs.
4 371 The Neutralization Basin internal discharge includes inputs from the demineralizer regenerations, the Acid/Chlorine Building sump and the chemical waste sump which receives inputs from the Water Treatment Building equipment and floor drains.
There are two Neutralization Basins each with approximately 20,000 gallons capacity.
The basins are
,used alternately and the contents are air sparged, recirculated, and pH ad)usted prior to being directed to the suction side of the circulating water pumps.
471 - The waste filter internal discharge is a moveable belt pressure type filter originally installed to filter and dewater the reactivator (clarifier) blowdown and neutralization basin waste.
Since the neutralization basin waste is clean enough to meet permit limits without filtering and the reactivator blowdown solids are currently trucked offsite for dewatering and disposal, this filter is not currently being operated.
This filter input is directed to the suction side of the circulating water pumps.
571 The Circulating Water Pumphouse (CWP)
Sump discharge receives inputs from the equipment and floor drains'n the CWP.
The sump has an oil and grease separator to remove lubricants leak'ng from various pumps and components.
This suap mav at times receive circulating water d'rectly from the Cooling Towers if large leaks develop in the circulating water piping.
The sump has a capacity of approximately 1000 gallons and discharges to the suction side of the circulating water pumps.
This is tentatively being considered as a new internal discharge.
072 The Service and Administration (S&A) Building Low Volume Waste Sump receives inputs from the diesel generator oil unloading areas and building floor drains, the emergency startup transformer bermed areas and the S6A Building floor drains.
The sump contains two cells each with approximately 11,000 gallon capacity.
An oil and grease separator is provided to remove any fuel or transformer fluid leakage to meet permit limits.
Diesel Jacket Closed Cooling Water System leakage and drainage during maintenance also enters this sump.
The closed cooling water is demineralized water treated with a sodium molybdate corrosion inhibitor to 150-350 ppm molybdate residual.
A MSDS for this chemical is attached in Section VI.
There are five diesel generators, four of which have a jacket water volume of approximately 400 gallons each and one which has a volume of approximately 1500 gallons.
Maintenance activities occur approximately once per year on each diesel.
Water from flushing of the diesel jackets may also be directed to the sewage treatment plant or cooling towers.
The diesel jacket water may contain a microbiological growth control agent Slimicide C-68, which is used on an as-needed basis at 50 ppm of product and 0.75 ppm as active ingredient.
Information on this product is also attached in Section VI.
073-The Unit 1 Turbine Building Low Volume Waste Sump collects drainage from the transformer, turbine lube oil and oil circuit breaker bermed areas.
This sump has two cells of approximately 8700 gallons each.
An oil and grease separator removes any oil to meet p'ermit limits.
074 The Unit 2 Turbine Building Low Volume Waste Sump collects drainage from the transformer, turbine lube oil and oil circuit breaker bermed areas.
This sump has two cells of approximately 8700 gallons each.
An oil and grease separator removes any oil to meet permit limits.
075-The Peach Stand Pond, a drainage ditch located on the North side of the site, is a Type II SWRO outfall.
The 10-year, 24-hour runoff in the>
north drainage passing through this area is estimated to be 1.2 x 10 gallons.
Discharge from this outfall goes into Lake Took-a-while.
076 - The Acid/Chlorine Building outfall has been eliminated.
077-The Unit 1 Condensate Storage Tank diked area runoff is dependent on rainfall and miscellaneous wastestreams.
In the past flow from this outfall has been directed to liquid radwaste.
To date there has been no discharge from this outfall to the storm drains.
078 - The Unit 2 Condensate Storage Tank diked area runoff is dependent on rainfall and miscellaneous wastcstreams.
In the past flow from this
078 - The Unit 2 Condensate Storage Tank diked area runoff is dependent on rainfall and miscellaneous wastestreams.
In the past flow from this outfall has been directed to quid radwaste.
To date there has been no discharge from this outfall to the storm drains.
079 - The Sewage Treatment Plant is designed to receive 80,000 gallons/day of sanitary wastes from the collection system onsite and from grinder pump stations at the Training Center, Riverlands, and Biological Lab.
These sources may contain small amounts of cleaning agents and other chemicals recommended for disposal at a sewage treatment plant.
The Sewage Treatment Plant system consists of a comminutor, equalization tanks, activated sludge treatment process (aeration tanks and clarifier) and final chlorination and retention in a chlorine contact chamber.
Solids from the act'vated sludge process are stored in an aerobic digestion tank and ultimately disposed oi under a Pa DER permit allowing agricultural utilization.
080 The C-1 Pond, 'located in the central drainage area just east of the plant, is a Type II SWRO outfall and has an estimated 10-year, 24-hour runoff of 4.2 x 10 gallons.
Discharge from this pond also goes into Lake Took-a-while.
chsrpd8428d (25)
ER BWQ.<i88.10 Rev i 48yr
.'<tPDES,'<<umber PA 0047325 (V. SOURCES OF WASTEWATER FOR OUTFALL 070 (S-2 Pond)
Not Applicable l.
Source(s) 2.
Discharge Occurs:
araday; dayucs:
dayuyr.
maaresyr During which months?
Long-Tenn Average Discharge Rate
< units rue l Rspresentatcve Monthly Discharge Rate
<units Maximum Daily Discharge Rate
< un<to Not Applicable I.
Source(s):
g.
Discharge Occurs:
are<sr.
careers daycyu raaaucryr During which months'ong Term Average Discharge Rata i Representative Monthly I
Discharge Rate iunita ls<e ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ carl Maxicaum Daily Discharge Rate D.
T Non-n W
(not gtortnwaQN')
Not Appiicable 1.
Sourco(I):
g.
Disci<ergeoccurs:
<assay:
'ayasa<c dc<arse cuaaeatyr Long-Term Average Discharge Race lug<
i Reycmeacaciva Monthly
. I Discharge Rata luaita lammmmmmmmw mmmm' m A
< unlta 10.yr. 24kr.
ihilhilQudme (Notec Estimate Type II SKtO) 10 Year 4.7 5.55x105 ru X
0~
Yila X
d.d1 Acrea X
2T.ld21 1.46xl07 Calloaa Col)one Gallons KR.BWQ 388.lo Rev l"'87>
fNSTRUCTIONS FOR COMPLETlNG FORM V. ANALYSiS OF EFFLUENT QUALiTY General instructions AllDischargers are to follow these instructionsandcom l t th workshe ton a
9.b(see instruction 3 below). This worksheet is to be submit(
with the corn leted a lication acka The purpose ofQuestion V is to develop as clear a picture as possible concerning the chemical constituents of the wastewater being discharged or expected to be discharged.
information gathered in support ofthis question must therefore be representative ofnormal plant operations, with all processes which contribute wastewater in normal operation. and with a properly operating treatment facility(where treatment is provided) which is not experiencing "upset" conditions.
Normally, only samples results from the past year should be reported: however, data from samples taken less recently may be used provided that: (l) all data quality requirements are mat: (2) sampling waa done no more than three (3) years before application submittal; and (3) all data are representative ofthe present discharge.
II materials, manufacturing processes or final products, and wastewater treatment processes.
- 1. Reporting ENuent Quality twoor more substantially identical outfalls, you may request permission to sample and analyze only one outfall and to submit the results ofthe analysis for the other substantially identical outfall (this may be particularly applicable ~here more than one outfall discharges Type i stormwater runoE from the same drainage area).
n s ma be h
for the number ofoutfalla to be described.
The actual sampling events and analytical work must comply with the
~l~gi~o associated withthis application package.
T stin Where so indicated on Question V, specify the analytical detection level achieved for the pollutant and associated wastewater matrix. lt is in the applicant's interest to achieve a level ofdetection ygg~l
~gft~ those listed on Question V. This wi11 minimize the potential forestablishing a large number of eEuent limits andlor monitoring requirements in the Final NPOES permit. ifthe appHcant cannot achieve these minimum acceptable detection levels, then an explanation must accompany the application.
- I I
WltU~
'HUU ~~
method numbers are contained in EPA regulationa 40 CFR l36, "Guidelines Establishing Teat Procedures for the Analysis ofPollutants Under the Clean%ater Act."
- 2. Reporting Intake ValorQuality Although Question Via deagnad primarilyforreporting yggg+data,it may also be used to describe plant
~i nter quality. You are not required to report data on intake water quality unlaaa you are asking for "net"eEuant limitations inorder to demonstrate compliance withBCT/BhT requirements.
You may also want to sample intake ~ater quality to assist inexplaining the preaeace ofpollutants inonce-through cooling h I 4' Ihg, 8
dhd
.Ih5RU l't'i
~ 9L-
KR BWQ.288.lo iRev. l2!8 ~
3 NPDES Number PA 0047325 IV. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALLNUMBER 071 1.
Describe process and type ofwastewater Cooling Tower Blowdown, Spray. Pond 2.
Applicable EPA EfHuent LimitationGuideline:
40 CFR 423 Category/Subcategory Steam Electric Power
~oaauo
- 1. 19x106 mwh (net) electricity Representative Monthly Production Rate (1988)
OfProduct Units of Measure lor raw dnaterlal used)
Month When Maximum Production Occurs December 4.
Discharge Occurs:
24 eoaidayt 7
dayoaoic 365 daysyu l2 uoauuyyo During which months? All months Long.Term hve rage Di ~ate 8 4 g~c (1988)
Maximum Daily O~~R te (1988)
ProcessWas water No. Not A licable o
/&I I Representative Monthly
~
. I Discharge Rate
< units i;
L m m m m m m m m m m m m ~ m ~ ~ me!
(Note:
See Section III for listing of internal discharges.)
1.
Describe process and type ofwastewater:
2.
Applicable EPA EQIuent LimitationGuideline:
40 CFR Category/Subcategory 3.
Representative Monthly Production Rate OfProduct o
o Ioaolo Month When Maximum 4.
Diasharge Oeeura:
eraalary dayoreys
'dayalyu uaauuiyr During which monde' Long-Term hverage Discharge Rate foal l Re preeenotative Xoathly
. I Discharge Rate (unite 3;
L~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ouul Maximum Daily Discharge Rate 6 umts
~ 7-
KR BWQ 288.lO.Rev. l"Sri Ilb(STRUCTIONS FOR COMPLETIAG FORiM IV. SOURCES OF WASTEWATER FOR OUTFAI L (continued)
B 8c C.
I:se these to indicate the type. frequency, duration ofany sanitary wastewater, non-contact cooling water, or miscellaneous wastewater being discharged through the outfall. "Miscellaneous Wastewater'ncludes various ~non.
recess discharges from sources such as: iiibiowdown from boilers or cooling wats~
svstems: (2) laboratory wastes: (3) "housekeeping" wastewater; (4) seepage from materials, product, waste storage piles: (5) sludge storage/processing operations.
D.
Total Process Miscellaneous
.'h(on-Contact Coolin and Sanitary Wastewater Based upon the information provided in Question IV,Sections A-C, above, determine the summation of these combined wastewater sources for the outfall. Do not include storm water runo(7 flows in this summation. In doing this summation, care must be taken to consider those flows which are expected to occur during similar time frames. For example. while b(CCW and sanitary wastewater discharges may occur routinely, certain miscellaneous wastewaters may be discharged only at. certain times ofthe week.
month, or year. Ifan additional ex lanation is needed with re ard to this summation rovide iton an attached sheet.
E.
Stormwater Runoff Answer this item based on the information presented in response to Question I, Section J (site plan showing stormwater runoffareas).
Use ~gi re 3 tocaieuiate a total volume, in gaiions, ofstormwater discharged through the outfall from a lo-year, 24-hour storm event.
Figure 3. Twenty.four Hour Duration, Ten Year Frequency RaInfall Data County laches County tnc bee County laches Adams 4.8 Beaver 3.8 AOe hen Bedford Blair 4.3 Bradford Butler 3.8 Comb ria Carbon 4.8 Centre Clarion 3.7 Clearfle(d Columbia 4.8 Crawford Dau hin 4.8 Delaware 3.8 Fa ecto Fulcoa Lawrence 3.7 Lob aaoa Luserne 4.7 Mercer 3.7 me 5.0 Moacour Noethumberlaad 4.8 Pe POce 4.9 Potter Sa r
45 Somerset Huacia on 4.8 ladiaaa Juaiaca 43 Lackawaaaa 3.9 Armscro 4.5 Berks 42 Buck 42 Cameroa 4.3 Chester 4.0'llatoa 3.8 Cumberland 4.l Forest 4.8 Greene 4.0 Jefferson 4.8 43 4.4 4Jl Northam coa 4.8 Philadel hia 4.0 Schu IkOI Sullivan 3.9 4.9 5.0 4.0 5.0 4.2 4.7 3.9 3.8 3S 3.9 5.0 4.9 3.9 4.$
4.9 5.0 4.7 44 Ve Vh
~
3,7 Tlo Warren 4.7 Westmoreiaad 4.2 Ualoa 3.$
4.0 4.4 3.9 ae/ere ace: Va. eeoc/ger aigreaa rec/cducai Pop
-SL-
ER.BWQ.?Sa,io Rev. l ~~8?
s
.'h(P DES (umber PA 0047325 IV. SOURCES OF WASTEWATER FOR OUTFALL 072*
Service and Administration Building Low Volume Waste Sump 1.
Source(s):
Miscellaneous Wastewater - diesel generator drains, oil storage
- area, parking lot runoff 2.
Discharge Occurs:
i nmdny;
dayry s;
28 daysyr:
(2 mnnrncyr t>> Can occur in all months, dependent on parking lot runoff.
Dug(ng which months?
Long-Term Average Discharge Rate
- 0. 0105 (units MGD l Representauve Monthly Discharge Rate 1
(units Maximum Daily Discharge Rate 0 ~ 0 10 5
( units MGD Not Applicable 1.
Source(s):
2.
Discharge Occurs:
nrmday:
daysycu daystyu mnnuuyyr During which months?
Loag Term hverage Discharge Rate Psl l Representative Moathly
~
I Discharge Rate (unite I;
Lss ~ ~ ~ ~ ~ ~ ~
Maximum Daily Discharge Rate D.
Total Process Miscellaneous 'hl'on-Contact C lin i
W egg (not stormwater) 1.
Source(s):
Miscellaneous Wastewater diesel generator drains, oil storage
- area, parking lot runoff.
2.
Disc(sarge Occurs:
i sredar.
daysycu Can occur in all months, dependent on parking lot runoff.
Loop T h erage p plp5 MGD furs g Representative Moathly I
l: 'iecharge Rate (ualca in Lass ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ W Xaximum Daily Diaclgarle Rate 0 ~ 0105 (units MGD 10-yr.2ikr.
EaiahlL<<ashml Not Applicable FP X
'.B23 Yds X
5.B1 Acres X
2T.1521 10.Year Gallons
- 1988 data KR BWQ '288.(0 Rev t't.87)
INSTRUCTIONS FOR COMPLETING FORM V. ANALYSIS OF EFFLUENT,QUALITY General Instructions AllDischargers are to follow these instructions andcom lete the worksheeton a
e 9.b(see instruction 3 below).'This worksheet is to be submitted with the com leted a lication'cka e.
The purpose ofQuestion V is to develop as clear a picture as possible concerning the chemical constituents o('he wastewater being discharged or expected to be discharged.
Information gathered in support ofthis question must therefore be representative ofnormal plant operations, with all processes which contribute wastewater in normal operation, and with a properly operating treatment facility(where treatment is provided) which is not experiencing "upset" conditions.
.'hormally, only samples results from the past year should be reported: however, data from samples taken less recently may be used provided that: (1) all data quality requirements are met: (2) sampling was done no more than three (3) years before application submittal; and (3) all data are representative ofthe present discharge.
Factors which can result in unre resentative data include significant changes in production levels, raw materials, manufacturing processes or final products, and wastewater treatment processes.
L Reporting ENuent Quality
'"i
- two or more substantially identical outfalls, you may request permission to sample and analyze only one outfall and to submit the results ofthe analysis for*the other substantially identical outfall (this may be particularly applicable where more than one outfall discharges Type I stormwater runofffrom the same drainage area).
Blank s ma be hotoco ied as need for the number ofoutfalls to be described.
The actual sampling events and analytical work must comply with the m lin and Anal cal Testin Instructions associated withthis application package.
Where so indicated on Question V, specify the analytical detection level achieved for the pollutant and associated wastewater matrix. It is in the applicant's interest to achieve a level ofdetection g~gll to~or
~tter than those tisnnt on Question V. This willminimise the pomnthtl for establishing a targe number of effluent limitsand/or monitoring requirements in the Final NPDES permit. Ifthe applicant cannot achieve these minimum acceptable detection levels, then an explanation must accompany the application.
i etd~
lwe method numbers are contained in EPA regulations 40 CFR 138, "Guidelines Establishing Test Procedures for the Analysis ofPollutants Under the Clean Water Act."
- 2. Reporting Intake Water Quality Although Question Vis designed primarilyfor reporting ~@da~ itmay aleo be used to describe plant
~in water quality. You are not required to report data on intake water quality unless you are asking for "netie eIIIuent limitations inorder to demonstrate compliance withBCT/BATrequirements.
You may also want to sample intake ~ater quality to assist in explaining the presence ofpollutants inonce-through cooling e 'Isso o
suchintak sam lin itis dvis l
th f
withth a
'e nal
ER.BWQ.288.10 <Rev, l2/87<
'lPDES Yiucnbef PA
<V. SOURCES OF WASTEWATER FOR OUTFALL 073*
B.
Unit 1 Turbine Building Low Volume Waste Sump Soufc+$ )
Miscellaneous Wastewater - Trans former area, parking area runo ff.
2.
Discharge Occurs:
hosday:
<aye k:
dayeyu>>ooohotyo pung h<<hm<<chsp Can occur in all months, de endent on arking area runoff.
Long.Term hverege Diedgarge Race
- v. 0087
, Representative Monthly i: 2D~hargeR C
<unite I
Isuu ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ W MaximumDaily p,pp87 Discharge Race
< unl4 MGD C.
Not Applicable 1.
Source(s):
2.
Discharge Occurs:
h>><drada.yoyo<u days<ye>>oou>>yyy During <<hich monthe?
Long.Term hverage Dieclcarge Race
/HI
~ Repreaentative Monthly I
Diecharge Rate (unite Ism ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ W Maximum Daily Diacharge Rate D.
T Pfoce M
1
'Non n
W (not etofmwatef) 1.
Source(I):
Miscellaneous Wastewater Transformer area, parking area runoff.
2.
Disc<<urge Ocsurs:
<usidaF.
dare<uk; 32 day>>yu
<2 a>>soho<sr Can occur in all months, dependent on parking area runoff.
foal 42ng-Tertn Avoca'epceeencative Monthly Diecharge Rate tuntte 2:
Dlecltarge Race (unite
,. l les ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ W
~~~~y 0.0087 Dleeherge Rate
<unite 10 yr,2ikt.
EaiahlLcci Drainage hxee Not Applicable 10 Yw tO X
LOSS Yd>
X 5.41 hcrea X
27.1521 Gallona Gallons
- 1988 data KR O'WQ '288.LO Rev L2!87l iNSTRUCTIONS FOR COMPLET1NG FORM V. ANALYSiS OF EFFLUENT QUAL1TY General instructions AllDischargers are to follow these instructionsandcom 1 t th workshe ton a
9 b(see instruction 3 below). Thi worksheet is to 6e submitted with the corn leced a lication acka The purpose ofQuestion V is to develop as clear a picture as possible concerning the chemical constituents of the wastewater being discharged or expected to be discharged.
information gathered in support ofthis question must therefore be representative ofnormal plant operations, with all processes which contribute wastewater in normal operation, and with a properly operating treatment facility(where treatment is provided) which is not experiencing "upset" conditions.
Normally, only samples results from the past year should be reported; however, data from samples taken less recently may be used provided that: (1) all data quality requirements are met: (2) sampling was done no more than three I3) years before application submittal; and (3) all data are representative ofthe present discharge.
materials, manufacturing processes or final products, and wastewater treatment processes.
- l. Reportiag ENueat Quality Q
two or more substantially identical outfalls, you may request permission to sample and analyxe only one outfall and to submit the results ofthe analysis for the other substantially identical outfall (this may be particularly applicable where more than one outfall discharges Type 1 stormwater runoQ'from the same drainage area).
s ma be h
i n
for the numberofoutfalls to be described.
The actual sampling events and analytical work must comply with the
~in ~gi~~ associated withthis application package.
1Testin Where so indicated on Question V, specify the analytical detection level achieved forthe pollutant and associated wastewater matrix. ltis in the applicant's interest to achieve a level ofdetectioa alto gr
~g~g those listed oa Question V. This w01 minimise the potential forestablishing a large number of eiHuent limits and/or monitoring requirements in the Final NPOES penait. ifthe applicant cannot achieve these minimum acceptable detection levels, thea an explanation must accompany the application.
ltU~
'UU ~~
method numbers are contained ia EPA regulations 40 CFR l36, "GuideHaes Establishing Test Procedures for the Analysis ofPollutanti Under the Clean Water Act."
- 2. Reportiag Intake Vitea'uality Although Question Vis designed primarilyforreporting ggggg jdata,it may also be used to describe plant
~i
~ater quality. You are not required to report data on intake water quality unless you are asking for "net" e8lueat limitations ia order to demonstrate compliance withBCT/BATrequirements.
You may also want to sample intake water quality to assist inexplain'u~ the presaace ofpollutants inonce-through cooling f '~
I W
. 'M@I 1'
n 1
~ 9L-
ER BWQ.288.10 <Rev la8t
~
VPPES yiumber PA 0047325
<V. SOURCES OF WASTEWATER FOR OUTFALL 074*
B Unit 2 Turbine Building Low Volume Waste Sump 1.
Source(s):
Miscellaneous Wastewater Transformer
- area, parking area runoff.
2.
Discharge Occurr hmtday:
days/
4:
daystyt; msnthnyr 12 12'ur<ngwh<ch<nontha?
Can occur in all months, dependent on parking area runoff.
Long.Term Average.
Discharge Rate U ~ 008 7
< unite MGD rmsl i gsyrsmnmuss Manthiy n
Dischstda Rate tnnim I
Maximum Daily 0
QQ87 Discharge Rate 1 uolte MGD Not Applicable 1.
Source(s):
2.
Dlnnhurgu Oanurn:
htstday During which mon<ha?
Long.Tean Average Diacharga Rate put
~ Rel<raaeatativo Monthly I
Diachargo Rate
<unite L~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ W Maximum Daily Diacharge Rate P.
T Proce M
ell us Von on W
w (not stortnwater) 1'.
Source(s):
Miscellaneous Wastewater Transformer area, parking area runoff.
~r.
Duringwhhdtmoothgg Can occur in all months, dependent on parking area runoff.
Long-Term Average D<achargo Rate U 0087
<unite Pl %
MGD
~ Roli<~ntativo Monthly
~
I Discharge Rate
"'unite I',
Lm m m m m m m m m m m m m m ~ ~ A 0.0087 Dinah<argo Rate unito 10 yr. 24hr.
EahhlL<iasha1 Not Applicable 10 Year
- 1988 data X
tO X
OARS Yd>
X 5.41 Acroa X
2T.1421 Gallona Gallona
KR BWQ 288.LO Rev t>87)
INSTRUCTIONS FOR COMPI.ETING FORM V. ANALYSIS OF EFFLUENT QUALITY General instructions AllDischargers are to follow these instructions and cpm l t the worksheeton a
9 b(see instruction 3 below). This worksheet is to be submitt with the com leted a lication acka The purpose ofQuestion V is to develop as clear a picture as possible concerning the chemical constituents of the wastewater being discharged or expected to be discharged.
Information gathered in support ofthis question must therefore be representative ofnormal plant operations, with all processes which contribute
~
wastewater in normal operation, and with a properly operating treatment facility(where treatment is provided) which is not experiencing "upset" conditions.
Normally, only samples results from the past year should be reported; however, data from samples taken less recently may be used provided that: (I) all data quality requirements are met: (2) sampling was done no more than three (3) years before application submittal; and (3) all data are representative ofthe present discharge.
Factors which can result in re res ntat ve data include significant changes in production levels, raw materials, manufacturing processes or final products, and wastewater treatment processes.
- 1. Reporting ENuent Quality Q
two or more substantially identical outfalls, you may request permission to sample and analyse only one outfall and to submit the results ofthe analysis for the other substantially identical outfall (this may be particularly applicable where more than one outfall discharges Type I stormwater runoE from the same drainage area).
l s ma be ho i
n forthenumberofout5dlstobedescribed.
The actual sampling events and analytical work must comply with the
~l~g~iong associatecl with this application package.
T stin Where so indicated on Question V, specify the analytical detection level achieved forthe pollutant and associated wastewater matrix. Itis in the appHcant's interest to achieve a level ofdetection g~l~~
Q~~th~ those listed on Question V. This wHImintmlse the potential forestablishing a large number of effluent limitsand/or monitoring requirements in the Final NPDES permit. Ifthe appHcant cannot achieve these minimum acceptable datection levels, then an explanation must accompany the appHcation.
'Au~
'M
' ~~
methocl numbers are containod in EPA regulations 40 CFR 134, "QuidaHnes EstabHshing Test Procedures for the Analysis ofPoHutanta Under the Clean%ater Act."
- 2. Reporttag Intake Vatet Quality Although Question Vis designed primarilyfor reporting/~data, itmay also be used to describe plant
~i
~ater quality. You are not required to report data on intaita water quality unless you are asking for "net" eaIuent limitations inorder to demonstrate compHance withSCT/BAT requirements.
You may also want to sample intake water quality to assist in explaining the I teseace ofpollutants inonce-through cooling f
h~
Ihg ~,
8 d d
. lhasa I it'i l
nal
ER.BWQ 288.10 <Rev. l~a8?>
NPDES Number PA 0047325 lV. SOURCES OF WASTEWATER FOR OUTFALL 075 (Peach Stand Pond)
B.
Not Ap licable 1.
Source(s):
2.
Discharge Occurs:
arsday:
days k:
daycyr.
maarasyr r
Ourgng which nconchs?
Long Tenn Average Discharge Rate
> units
) Represencatcve Monchly Discharge Rate
( units Maximum Daily Discharge Race r uncta Not Applicable I.
Source(g):
D I Sehcrge Oeeure:
>raider:
During which months?
Long.Term Average Discharge Race fRI~
i Relhreaencatlve Monthly
. t Diacharge Rate cunlca Ism ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
admi Maximum Daily Discharge Rate D.
T Proc M
1 n
Non on 1.
Source(s):
W w
(not stormheater)
Not Applicable 2.
Discharge Occurs:
hrsuar.
days>eu days>yu aamumyyr Duringsrhich moctthaT Long-Term Average Discharge Rate
/HI i ReIgceaentative Ifoccthly
. I r,
Discharge Race (unica lm ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ W (Note:
Estitmtte Type II SWRO) 10 yr,244r.
ggg fgcyglgg 4.7 Drainage hsea X
7.25x105 tt5 X
LOSS Yds X
5.81 Acres X
27.1521 10 Year le92xl0 Ga0oas Gallons Gallons KR.BWQ '298.10 Rev l"'87)
INSTRUCTIONS FOR COMPLETING FORM V. ANALYSIS OF EFFLUENT QUALITY General Instructions AllDischargers are to follow these instructions andcorn I t the work h ton a
e 9.b(see instruction 3 below). This wo'rksheet is to be submitted with the corn let a
li tion acka The purpose ofQuestion V is to develop as clear a picture as possible concerning the chemical constituents of the wastewater being discharged or expected to be discharged.
Information gathered in support ofthis question must therefore be representative ofnormal plant operations, with all processes which contribute wastewater in normal operation, and with a properly operating treatment facility(where treatment js provided) which is not experiencing "upset" conditions.
. Iormally, only samples results from the past year should be reported; however, data from samples taken less recently may be used provided that: (1) all data quality requirements are met: (2) sampling was done no more than three t3) years before application submittal; and (3) all data are representative ofthe present discharge.
Factors which can result in e resentat've data include significant changes in production levels, raw materials, manufacturing processes or final products, and wastewater treatment processes.
- 1. Reporting ENuent QuaHty UI I
I I
two or more substantially identical outfalls, you may request permission to sample and analyze only one outfall and to submit the results ofthe analysis for the other substantially identical outfall (this may be particularly applicable where more than one outfall discharges Type I stormwater runoE from the same drainage area).
Blan s ma be ho i
n for the number ofoutfalls to be described.
The actual sampling events and analytical work must comply with the Inntgggti~ associated with this application pactutge.
l 'estin Where so indicated on Question V, specify the'analytical detection level achieved forthe pollutant and associated wastewater matrix. Itis in the applicant's interest to achieve a level ofdetection ygg~u~r bg~t~g those listed on Question V. This wiHminimize the potential forestablishing a large number of emuent limits and/or monitoring requirements in the Final NPDES permit. ifthe appHcant cannot achieve these minimum acceptable detection levels, than an explanation must accompany the application.
~UU~UU~
'KUU ~UUU method numbers are contained ln EPA regulations 40 CFR l38, "GuidhHnes EstabHshing Test Procedures for the Analysis ofPoHutanta Under the Clean%atar Act."
- 2. Reporthsg Intake Vatec QuaHty Although Question Vis designed primarilyfor reporting yfgggggdata, it,may also be used to describe plant i~water quality. You are not required to report data on intake water quality unlesa you are asking for "net" eEuent limitations inorder to demonstrate compHance withBCT/BATrequirements.
You may also wants sample intake water quality to assist in explainu~ the presence ofpoHutanta inonce-through cooling U
I U~I, U
it'i I
'onal
~ 9L-
ER.BwQ.188.10 IRev 'tDS
.lPDES Yiutnber PA IVa SOURCES OF WASTEWATER FOR OUTFALL~I B.
Unit 1 Condensate Storage Tank Area l.
Source(s):
Area drains, fire protection water, storm water condensate storage tank drains 2.
Discharge occurs:
craday:
dayslwic I
dayslyc maaraayr pal i
Re presentacive Monthly Discharge Rate gunite 1m'
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
awal Lo<<-7ergn hverage Discharge RaCe Iungcs Ourg<<wh<<hng<<chs?
Dischar es can be sent either to liquid Radwaste or to Storm drains Mazimum Daily 0 024 Discharge Race MGD Not A licable l.
Source(s):
During which months?
Long Term hverage Discharge Rate
@st i Representative Monthly I
(units I;
Lug ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ W Maximum Daily Discharge Rate (units D.
T
'Non on t
(no'C stortnHatyer) 1.
Source(s);
Area. drains, fire protection water, storm water condensate storage tank drains.
DIsciiurgcocauys:
- ~r.
Discharges can be sent either to )'iquid Radwaste or to torm ra ns.
LoogaTerm AversORI Discharge Rate
$MI
~
s Re tive Monthly, t: 'iscltarge Rate
<utclts
,. I la m m m m m w m m w m m m m m m ~ A Maafmgtca Daily D~~~
- 0. 024, ~m MGD 1
E.
10 yr, 24hr.
Baiahihahak X, LOSS Yda X
5.41 Acres X
2?.1d21 10.Year GallogN Gallons Gallons ER BV/t) 288.10 Rev 12)87'I iNSTRUCTiONS FOR COMPLETiNG FORM-V. ANALYSiS OF EFFLUENT QUALlTY General instructions AllDischargers are to follow these instructions and com t th work hect on a
e 9.b (scc instruction 3 below). This workshcct is to be submitted wit the corn let a
(ication acka The purpose ofQuestion V is to develop as clear a picture as possible concerning the chemical constituents of the wastewater being discharged or expected to be discharged.
(nformation gathered in support ofthis question must therefore be representative ofnormal plant operations, with all processes which contribute wastewater in normal operation, and with a properly operating treatment facility(where treatment is provided) which is not experiencing "upset" conditions.
.'iormally, only samples results from the past, year should be reported; however, data from samples taken less recently may be used provided that: (1) all data quality requirements are met: (2) sampling was done no more than three (3) years before application submittal; and (3) all data are representative ofthe present discharge.
Factors ~hich can result in unre res ntat ve data include significant changes in production levels, raw materials, manufacturing processes or final products, and wastewater treatment processes.
L Reportiag ENuent Quality "M'&"'.&
two or more substantially identical outfalls, you may request permissioa to sample and analyze only one outfall and to submit the results ofthe analysis for the ocher substantially identical outfall (this may be particularly applicable where more than one outfall discharges Type i stormwater runoE from the same drainage area).
l sma ho i
for the number ofoutfalls to be dcscribcd.
The actual sampling events and analytical work must comply with the i
Tcstin Irg~g~o associated withthis applicatioa package.
Where so indicated on Question V, specify the analytical detection level achieved forthe pollutant and associated wastewater matrix. ft is in the applicaat's interest to achieve a level ofdetection ggg~lge bggg the) those listed on Question V. This willmiaimisc the potential forestablishing a large number of eHlucnt limits and/or monitoring requirements ia the Final NP&DES permit. lfthe appHcaat cannot achieve these minimum acceptable detection levels, then an explaaatio&n mu¹ accompany the application.
&&&~
I&& l~
method numbers are contained ia EPA regulatioas 40 CFR l38, "ChddcHacs Establishing Test Procedures for the Analysis ofPollutants Under the Clean%atcr Act."
- 2. Saportiag lataka Vatet QuaHty Although Question Vls designed primarilyforreporting yfglgggdata,it may also be used to describe plant
~i water quality. You are not required to rcport data oa intake water quality unless you are asking for "net" e8lucnt limitations inorder to demonstrate compliance withBC7/BATrequirements.
You may also want to sample intake ~ater quality to assi¹ ia explaiaiag the preseac>> ofpollutants ia once-through cooling I& ~
l't vi l
'al
~ 9L-
ER.BWQ.288,io (Rev, (2/8yr NPDES Number PA 0047325 IV. SOURCES OF WASTEWATER FOR OUTFALL 078 Unit 2 Condensate Stora e Tank Area l.
Source(s):
Area drains, fire protection water, storm water condensate storage tank drains.
'Our(ngII(h(ch(nonthep Dischar e can be sent either to Liquid Radwaste or to Storm Drains.
Lang-Term Average Discharge Rate Maximum Daily 0. Q 19 Discharge Rate I un((a Iunite MGD goal
) Re presentat(ve Monthly Oiecharge Rate (umta leer ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
F Not A licable 1.
Source(s):
During which monthe2 aarrrar
.rareare rarrrre aaarrarr Long.Term Average Oiacharge Rate Psl i Representative Monthly I
Disci(argo Rate (unite I;
lm ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ M Maximum Daily Discharge Rate D.
T Process Vt'neous Non on W
(not stormwater) 1.
So~s):
Area drains, fire protection, storm water condensate storage tank drains.
D(re(rerSe Oeeere:
erarr.aIarrrar:
I8 rarere mearrerr Discharges can be sent to either Liquid Radwaste or to torm ra ns.
Lone-Tertn Average Disci(argo Rate a
i Representative Monthly
. t r.
Discharge Rate (units I;
Lrrr m m m m m m m m m m m m m m m ~ arel MaxBsmRDaily 0 0] 9 Discharge Rate MGD (unite E.
LO yr.244r.
lhiahEt!adm1 Drainage Area
~e tO X
04$$
Y(la X
5.4L Acrea X
2T.1521 LO.Year Gallons Gal)one Gallona ER BWQ '288.lo Rev l"<<'87)
INSTRUCTIONS FOR COMPLETING FORiQ V. ANALYSIS OF EFFLUENT QUALITY General Instructions AllDischargers are to follow these instructions and com l t th worksh eton a
e 9.b (see (nstruction below): This worksheet is to be submitted with the corn let a
licati n ka The purpose ofQuestion V is to develop as clear a picture as possible concerning the chemical constituents of the wastewater being discharged or expected to be discharged.
Information gathered in support ofthis question must therefore be representative ofnormal plant operations, withall processes which contribute
~wastewater in normal operation, and with a properly operating treatment facility(where treatment is provided) which is not experiencing "upset" conditions.
4ormally, only samples results from the past year should be reported: however, data from samples taken less recently may be used provided that: (1) all data quality requirements are met: (2) sampling was done no more than three (3) years before application submittal; and (3) all data are representative ofthe present discharge.
materials, manufacturing processes or final products, and wastewater treatment processes.
- 1. Reporting Effluent QuaHty I
Sl i
i M
Q two or more substantially identical outfalls, you may request permission to sample and analyze only one outfall and to submit the results ofthe analysis for the other substantially identical outfall (this may be particularly applicable ~here more than one outfall discharges Type I stormwater ruaoE from the same drainage area).
l s ma be ho i
n for the numberofoutfalls to be described.
Theactualsamplingeventsandanalyticalwork mustcomplywiththe A
'estin
~In etio associated withthis application package.
Where so indicated on Question V, specify the analytical detectioa level achieved for the pollutant and associated wastew ater matrix. Itis in the applicant's interest to achieve a level ofdetection ~ggg~gc"
~~tj~those listed on Question V. This willmit6ause the potential forestablishing a large number of eHluent Hmits andlor monitoring requirements ia the Final NPOES permit. Ifthe applicant cannot achieve these miaimum acceptable detection levela, thea an explanatioa must accompany the application.
~Nd, UtU~
'U N ~~
method numbers are contained ia EPA regulatioas 40 CPR 138, "GuhLeHaes EstabHshing Test Procedures for the Analysis ofPoHutaatw Under the Clean Water Act."
- 2. Reportiag Intake Rater Qualiiy Although Questha Vis designed primarilyforreporting +~+data,it may aho be used to describe plint
~in
~ater quality. You are not required to report data on intake water quality unless you are asking for "net" e6luent limitations la'order to demonstrate compliance withBCTIBATrequirements.
You may also want to sample intake ~ater qualhy to assist in explaining the presence ofpollutants inonce-through cooling h
lt
'II',
I 8
.Rhd 0
1' vi n I
~ 9L-
ER 8'.288. LO c Rev. L2I87s
'htP DES Yiumber PA 0047>25 iV. SOURCES OF WASTEWATER FOR OUTFALL pyg*
B.
Source(s):
Sanitary Wastewater 2.
Discharge Occurs:
2h hcslday; 7
dsysl h;
365 dsyslyc i2 cccshcyr
'Ouringwhichmonths2 All months Long Term Average
, Oisoharge Rate 0'04~9 iunics fSS MGD I Representauve Monthly I
Discharge Race iunits lush ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
Mazimum Daily Discharge Rate
- 0. 1021,~,~
MGD Not Applicable 1.
Source(s):
2.
Discharge Occurs:
cruder.
daychsyc daysyyu rcssshcyr During which monchs2 Long.Term Average Oiaoltarge Rate PS ~
I Representative 3Conchly I
Diadcarge Rate
<unite
'I:
Lssss ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ W Maatmucn Daily Discharge Rate D.
T Process M'
n
'Non n
W c>>
(not stortnwater) 1.
Source(s):
Sanitary Wastewater L
DiscilLfglOccurs:
2 d hrallaF.
2 dayihA:
2 g2 daysyyu i2 aucshslyr All months gMt ~
Discharge Race
~
iunlta Long-Teens Average 4
I Repeaeentackve 5Cogccltly Discharge Race (units
,. I Lm~ ~ ~ ~ ~ ~ ~ ~ ~ ~
0.1021 MGD Qlaaharga Race unite i
E.
Not Applicable LO yr,2ikr.
Lhh hahII x
ass Yile X
5.4L Acres X
2T,L51L LO Year GaUona Gallons Gallons
- 1988 data KR 8WQ 288,l0 Rev. (587) fNSTRUCTIONS FOR COMPi.ETlNG FORM V. ANALYSlS OF EFFLUENT QUALITY General instructions AHDischargersaretofollowtheseinstructionsandcom l t th work h ton a
9b(seeinstructjpn3 below). This worksheet is to be submitted with the corn leted a lication acka
'he purpose ofQuestion V is to develop as clear a picture as possible concerning the chemical constituents of the wastewater being discharged or expected to be discharged.
information gathered in support ofthis question must therefore be representative ofnormal plant operations, with all processes which contribute wastewater in normal operation, and with a properly operating treatment facility(where treatment is provided) which is not experiencing "upset" conditions.
. iormaHy, only samples results from the past year should be reported; however, data from samples taken less recently may be used provided that: (1) aH data quality requirements are met: (2) sampling was done no more than three (3) years before application submittal; and (3) all data are representative ofthe present discharge.
materials, manufacturing processes or final products, and wastewater treatment processes.
L. Reporting ENuent Quality al" '
'""W
" "Q""'""~
two or more substantially identical outfalls, you may request permission to sam pie and analyze only one outfall and to submit the results ofthe analysis for the other substantially identical outfall (this may be particularly applicable where more than one outfall discharges Type I stormwater runofffrom the same drainage area).
s ma be ho i
n for the numberofoutfalls to be described.
7 tin The actual sampling events and analytical work must comply withthe In~ti~ngassociated with this application package.
Where so indicated on Question V, specify the analytical detection level achieved forthe poHutant and associated wastewater matrix. it is in the appHcant's interest to achieve a level ofdetection ~~iQgi
~~t)~ those listed on Question V. ThiiwHimuumise the potential forestablishing a large number of eQluent limits and/or monitoring requirements in the Final NPOES permit. ifthe appHcant cannot achieve these minimum acceptable detection levels, then an explanation must accompany the application.
I
'dl I
ldU~
'HUU ~~
method numbers are contaited in EPh regulations 40 CFR 136, "GuideHnes Establishing Test Procedures for the Analysis ofPoHtttanta Under the Clean %ater Act."
- 2. Reporting Intake Pater QuaHty Although Question Vis designed primarilyfor reporting ~gg+data, itmay also be used to describe plant
~i
~ater quality. You are not required to report data on intstke water quality unless you are asking for "net" eEuent limitations in order to demonstrate compHance withSCT/BhT requirements.
You may also want to sample intake water quality to assist in explaining the presence ofpollutants inonce-through cooling h
f hh4 IW ~,
8 dh~.Ihhll t l'th nal
~ 9L-
ER.BWQ 288.lo iRdlV. i2ISya
.'hiPDES lhiumber PA IV. SOURCES OF WASTEWATER FOR OUTFALL OSD (C-i >>ud)
B.
Not Applicable 1.
Sources):
2.
Diacharle Occurs:
hraday:
dary a;
daystar.
maaah yr During which montha2 Long Tenn hvsrage Discharge Rata lunlta
/HI i Raprsaantauve Monthly Discharge Rata lunite tuse m m m m m m m m m ~ ~ ~ m ~
Maximum Dally Discharge Rat ~
rilnlta C.,
Not Applicable 1.
Source(s):
2.
Discharge Occttrs:
arrtday:
dayateh dayatyc auatsatyr During which nmntha2 Long.Term hvarage Diaclmrge Rate psy
~ Rapreaantative Monthly I
Diacharge Rate iunita l;
5faximum Daily Dlachiarge Rata D.
T P
M n
Non on 1.
Sourest):
W
~e (not stormwater)
Not Applicable Dlsahargs Occurs:
trtrtdar.
dayatath dayrtyc raacuaryr LongeTerm Average Diaettarge Sate must M
~ Reyeeeentative Montltly Diecharge Sate
<unite l;
isa ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Iuul Maahaam Daily Dlaeharge Sate E.
(Note:
Estimate Type II SWRO) 10 yr. 24k@.
LOashsk 4.7 Drainage hxea X
le6x10~
X 0~
Ylle Z
5.41 hcree X
%.181 L LOaYear 4.2x10 Galiona Gallono Qallolla ER 8%9 '288.10 Rev l?i87)
INSTRUCTIONS FOR COMPLETING FORM V. AhVALYSIS OF EFFLUENT QUALITY General instructions AllDischargers are to followthese instructionsandcom l t th workshecton a
9.b(see instruction 3 below). Thi worksheet is to be submitted with the com leted a Hcation acka The purpose ofQuestion V is to develop as clear a picture as possible concerning the chemical constituents of the wastewater being discharged or expected to be discharged.
Information gathered in support ofthis question must therefore be representative ofnormal plant operations, with all processes which contribute wastewater in normal operation, and with a properly operating treatment facility(where treatment is provided) which is not experiencing "upset" conditions.
Normally, only samples results from the past year should be reported; however, data from samples taken less recently may be used provided that: (1) all data quality requirements are met: (2) sampling was done no more than three (3) years before application submittal; and (3) all data are representative ofthe present discharge.
I materials, manufacturing processes or final products, and wastewater treatment processes.
- 1. Reporting ENuent Quality ll l
i
<<M i
Q
'UlyhUhU.
two or more substantially identical outfalls, you may request permission to sample and analyze only one outfall and to submit the results ofthe analysis for the other substantially identical outfall (this may be particularly applicable where more than one outfall discharges Type I stormwazer runoE from the same drainage area).
l k
s ma be ho i
for the number ofoutfalls to be described.
The actual sampling events and analytical work must comply with the
~f~ct~io associated with this applicatioa package.
lT stin Where so indicated on Question V, specify the analytical detection level achieved forthe pollutant and associated wastewater matrix. It is in the applicant's interest zo achieve a level ofdetection alto gr brigthose listed on Question V. This wiHmhumise the potential forestablishing a large number of eEuent limitsand/or monitoring requirements in the Final NPOES permit. Iftbe appHcant cannot achieve these minimum acceptable detection levels, thea an explanation must accompany the appHcation.
I ~ I lhl~
'll ~hhh method numbers are contained ia EPh regulations 40 CFR l36, "QuideHnes Establishing Test Procedures for the Analysis ofPolitrtaata Under the Clean Water Act."
- 2. Reportiag Intake Vates QuaHty Although Question Vis designed primarilyfor reporting yfggggdata,it may also be used to describ plant
~i water quality. You are not required to report data on inta'ater quality unless you are asking for "net" eiIluent limitations inorder to demonstrate compliance withBCT/BATrcquiremcntL You may also want to sample intake ~ater quality to assist in explaiaiag the presence ofpollutants inonce-through cooling h
h~
I
~
~
I
~ Ihhll 0
it'i
'al
~ 9L-
g R.QWQ.>88.LO <Rev, 12'St i INSTRUCTIONS FOR COMPLETING FORM V. ANALYSIS OF EFFLUENT QUALITY (General Instructions, continued)
- 3. Determining Required Number ofSampling Events and Pollutants to be Analyzed After reviewing the specific instructions listed belo~, com lete the table on a e 9.b then fillin the applicable portions ofQuestion V for each outfall listed. Submit the table on a
e 9.b with your a
- lication, it)
Process Wastewater (includes contact contin water
~ Referring co T~ehl 2 ofthese instructions, determine the applicable industrial category and the applicable groupings ofpollutants for Question Vwhichmustbeanalyzed.
Theresultsofatle tthree 3 se aratesam lin eventsmust be reported for each rocess wastewater outfall.
Note: As Table 2 indicates, you may not be required to test forcertain groupings ofpollutants; however, ifyou know or expect that any pollutants from those groupings are present in the
~aste~ater, you must sample and analyze for those specific pollutants and report the results accordingly under Question V.
(2)
Non-Contact Coolin Water tNCC
- Ifonly NCCW is being discharged, analysis is required only for the followingGroup Aand B parameters for Question V: 2C, 4C, 5C, 7C, 8C, 9C, 10C, 11C, 12C, 18C, 22C, 6M, 7M, 14M, 23M. The results of n
lin v
must be submitted.
See Question VIfor reporting data on cooling ~ater conditioning chemicals.
(3) i W
tewater - Ifonly sanitary wastewater is being discharged, analysis is required only for the followingGroup Aand B parameters for Question V: 1C, 4C, 6C, 9C, 12C, 14C, 16C, 18C. The results of le one sam lin event must'be reported.
(4)
Plant Area tormwater Runoff WR standards, or toxic pollutant effluent standards; Ill'.(2) emanates from plant yard areas, immediate access roads, dnLuuLge ponds, refuse piles, storage piles, storage areas, materials or product loading and unloading areas.
h a
duration ofthe disclmge. One grab must be taken in the Iirst hour (or less) ofdiscimgo, with one additional grab (up to a minimum offour) taken in each succeeding hour ofdischarge for discharges lasting four or more bours.
l n
l tsstanc f c 4C, 5C, TC, 17M, 23M, plus any other pollutants from Groups A-Dwhich the applicant knows or suspects may be contaminating the SWRO for the outfall inquestion, or which are included in an applicable EPA effluent regulation.
ow oe plant's industrial activities (such as ofHce buildings and accompanying parking lots) Q~Ltl~l' cT (5)
W'ewater (see deIInition on page 8L)- are to be analyzed forany Group h-E s
-9.a-
ER SWQ.288.(0 ~tv. lL'87>
lNSTRUCTIONS FOR COMPLETING FORM V. ANALYSIS OF EFFLUENT QUALITY (General instructions, continued)
New Disch er iew dischargers that have effluent data available should followthe standard directions on page 9.a for existing dischargers.
New dischargers that do ~nt have an effluent to sample and analyze should review the instructions on page 9.a and estimate and report the data for the parameters of the appropriate Groups (A-E) for each proposed outfall. Base these estimates on your knowled ge ofthe proposed facility's raw materials, maintenance chemicals, intermediate and final products, byproducts, and any analyses ofyour expected eiIluent or ofany similar effluent. You may also provide such determinations and estimates based on available in-house or contractor's engineering reports, pilotplant studies, or any other studies performed on the proposed facility. Any available data from representative analyses should be reported as applicable.
New dischargers should also indicate the basis for the information reported on Question V for the proposed outfalls. Indicate the basis using the followingnotations:
l.
Actual data from pilot plant.
4.
Best professional estimates.
2.
Estimates from other engineering studies.
5.
Other - specify on the form or by attached 3.
Data from other similar plants.
sheet.
ALLDISCHARGERS SUBMITTHISTABLEVITHYOUR APPLICATION e e e e Outfall Xutnber Olscharge Ccnta(ns (see deecr(pclona on page sa)
Pollutants or Po(lutanc Grcu>ing ihlch atuac Waste ll)
Ptoceae yCC~(2) aanl~
T~l
%lac.%aace aata Q) swapo(4)
<8) 2C. 3C. 4C. 5C, 7C. L7M.
23M Rap uired Samp(
Even (see Pg.sw) 070 071 072 073 074 075 077 078 079 Tge II None None A,B~C
~C
~C,D,E C( Cg C(
C~
Cp 1
12C,16C
- None, 073 is representative 0
None None 4C jc% 12C
- one, 080 Qm '*
None None e e SUBMITTHISThBLE WITHYOURhPPLIChTION e e e e
-9.b-
RH HW(I 2tttt.lO iR V.
hNhLYSISOI'I'I:I.UKNT/IN'I'hKFQUhI.ITY-INI)US'I'HlhLWhSTEWh'I'VII Q Outfall Nwnber Q l>>4lhe Sluiph> tet>stiiy location ofesnlplel Nl'l)VSNuttib<<r"I'A OO i 34b Q Eaiating Discharge Q New Discharge tdeeccihe basis fur infurnietion presented, eee page 9 L l>>etc>>etio>>a Iur (I>>est >4>> Vi S. LSVIILPIIISVNT
- 3. UNI'I'8 I. POLLUThNT OIIOUPh Algus(awm SI Day Va4e a lI4talaawtt Q@Qy Vahtee (lf<<vaQab4lee It>Ceseeeirelles
&Ieee It>~en>>e c.I~Term Avga. Value
~ (lfsvsl4b4)eee Ii>~c>>>>>rsuoa
- d. lto.o(
Analytet J.
Concall lfauon
- b. Matt 2(
~
RW4wsaical Osygen Deu>and, SOD Cbsiaical Osygen Denuind, COD Total Organic Carbun, T(lC Tutsl Suependad SaRda.
Tss
///A p//A SC hsuuunia as N 2(.'iland Qraaae jv A tt(Atb>rine,Vetalkaaidual lttC Tes>perature winter a p.5.
/8 S p,5 C. p.>
-7./v t"Ct llC Tes> paratura aunw>>>r 2.9 V44>4 g2+ l va4a 43 I2(:
pll
- 7. I
~tl>>le>ea llalkNI%
ate l>>tal
> >IIIie eiu<<Ju> d
>>lllte hlaaiu>wn (la>ly Value
~ Report the higheet daily value fee>>I the (set years('data.
For cow ite sam lce, this value ie the total >>>secor ev<<>age I>>>>>c>>irai>>>>> fi>>>I>>l>>I 4 I <<>>Ii>>>e>ic e4>>>pie tst>enuver the operstuig bours>>I lhe laciliiyd>bing a 24 hour2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> period. Fuc ~I>b ee~>>I Iteg, this value ia the aritl>n>etic oc llew we>ghied total >>>aee or ave> sge c>><<>v>>>i>>>i>>>I I >>>>>>I >>I 4>>eiiee tract fourgrab esn>plea tshen over the operaii>>g t>>>urs ofthe facilityduring a 2l hour period.
Mes iniu>>I20 Dsy Value - Determine the average ofall daily values tahen during each cele>>der n>anth and report il>>bighea average.
~ee (4>>>g Teria hvccage Value ~ Ifyuu>>>>>sauce wo> ~ tba>>one daily value furs pollutant,deteru>>>>e thesve>age ufsll values w>th<<> the lsei yce> 4>>d>ci>>>>i t>>>tl> ih>> <<>>>444>>>Immi>n<<>4II>>
Kk IIWt]"SS.IO tkcv. ITS'll V.
hNhLYSlSOF El"FLUENT/INThKEQUhLlTY-INDUSTHlhLWhSTEWhTEIL Q Oaatfall Nanaaber p(intake Seal pie tapecify loca uon ofaana picl NPOES Nulnllul.IIA oo s a 32 5 Q Rebating Oiacbacge Q New Oiacharge tOcscribe baaia fer infornnatiun prcscnted, ace page 9 4 Iostructiuna furtiucstlun VI POLLUThNT OHOUP 8 I.n Acceptable Ootectloa Level IIIIII
- 2. RPA
%@Gal Nuwbar Ueod
- 3. Level Preeeut a alma naay Volvo
- a. Averse'r Asalyceo u~
uosa u~
alaea
- 5. Ifyou Lave any resaaan tu crpcct tbc pollutant Iu be
- a. Ilnite naraaaatiy present in this diacLarge, cLack the
<<ppraprbate block ur describe aanutlaer resaun.;
I4atw
~sl
~oo aaw Iloss'y Ioaollo Ituaof learn uoaLsa uaaaalal laatwee I'sM~ca woad sk:aylo4a
~
ra~a ruk ID.Z p9 c.
ISI'.
Huoride ISO Nilrale Nihltetee ÃI Nitrugen. TulelOrganic tee Nl INhoNberua tee Pl, Total 100 (pp 0 2
<loo 6'S.2 zoo 9 o /. 2.
clcco
- c. oo ISI'ulfateteeSOat 000 SOD 0 Ig, cco 8k'uNMe lae Sl lop 37L.2.
~loo SIC Sukite tee So,t XDOO 3qq.) c~
Surfactanta IMSAS)
I00 Ill.5.I
~ice taken aver the operatiag Laura eftbe focihtyduringa 2< Lour period. Por In tbiovalue ia the arittuneuc or new weighted tulalnaaaa or average cuncenlrutiun I'uuwl na u ~race ofat least fourgrab aaaaplee lakon over the operating houraof the facilityduring a 2g period.
J.b Average efAnalyaea-Oeternabae the average ofall aaan pkao taken withinthe paar year, <<ad a epurt buthuaaas aluI cuncentratiun.
4 Standard Nc+4odS, l4 Eh.
K)t ILWLI.2ttg.lottt 1)
V.
hNhLYSISOF EFFLUENT/INThKEQUhLITY-INI)USTRlhLWhSTEWhTEII Q I)otfsllNoanber Q(intake Saawple lepecify lucstiuw ufsswple)
Nl'l)l':SNuilibci l'A oat
). 2.A Q Kswattng Dwachsrge Q New Diachsrgetdescribu basis fur infocnastion presented,see page 9 b lnslrwcliuws lur tlaaestiuw VI POLLUThNT GROUP B (coatlaued)
Mtlatttae Io Dolaco uw~i II 4vai Lovel
~)
U~
4e4 L L'Ph Method NumberUsa'.
Level Present
- a. Ilsslatty a.Asscsessr Valse Aaasssss
~a' a'
Lass ~
lisps
- i. Volts
- c. Nssalpohr c
A strath
- 4. Ifyuaa hove any ressun tu expect the pulluluwt lube norcnully present in this discharge. check Lhe appropriate block all'u ac I'lbe another c'e as dan Nsw iisas Sy.
Iaasls Isawa-Ousac
~iaasplsl Cscascse, I'dcc4SCI Wsasc aL'aisasaaaa I'a soar ca IM Anulnuny. Total 0
7oo.i
~
o l'/A NA 2M Aceenic, Total l0 z.ot.2.
3M Becylliwn,Tolal, iM Iwdaniont, Total 6M I'hcwwiwn.Tutsl gM Chcoiniont, Hesavalent 1M Copper, Total gM Ibad, Total 9M Meccwy,Tolal ItlM Nickel,Total IIM Seleniwn, Total lgM Silvec, Telal l3M Thslliont,Tutal IgM Zinc.Total l6M Cyanide, Total.
IliM Cysnide, Free 76 20 200.1 4.+
Z.00.'1 A S 2OL) 1 4.5o 20 LZ. ep ZO 200 I
<2.o O
2>~.~
~So D5 2dl5
~ I c
O 40 Zoo ~
4-Ilo zoo.3 g.0 700.)
4,~
<5 9s.X
<lo 0
ne.1
~lo lD0 dp )9.2 c.lao
~5'/p, clo "A
2 3 s MsciwwnDsilyValue-Report Lhe highest deity vshi>>l'roua the hfslyesrufdsu
. Fuccuaaa asatcsswa lcs thasvulwe Isthe tutsi Iwsa uruvcaugccawaccaalrala ada luuwdaaa u auaaatau r
h r
v rrhooparadaahorwsofii facrlirpd i ii ~ aahoorpcriod. par~ha>>l s,shi v
i i iha ~ idvoorrc rii wwahr dr r
i a. ",~
r ufsl lcsst fuwgrab saawples taken over Lhe uperstang huors ofLhe facilityduring s 21 hour2.430556e-4 days <br />0.00583 hours <br />3.472222e-5 weeks <br />7.9905e-6 months <br /> pcraud.
3 b hvcauge ufAnalyses
~ Delerwaiwe Lhe sversge ufsllassawplcs token within Lhc psst ycsr. spa J rclwa L bulb awssaa end cunceaalcstiuaa.
5T. Na,E1HObS p ttda L-d.
- W tvtcdakac4
I:lt IIWII 288.IO tltev. I2/87)
Nl'I)ES Nuutit<<>> I'A V.
hNhLYSISOI"EI'I"LUEN'I'/IN'I'hKEQUhLI'I'Y-INI)US'I'HlhLWhS'I'EWh'I'Elt Q Outfall Nut>>bey
@intake Ssutpht tspecify 4<cstiunufssulple)
Q Salt<ting Discharge Q llew Discharge tde<<cribs be<tie fur infuculsuun prehet
<leJ, ~e>>uge 9 4 lau truat tort<< fur tI>>e< tiu>> Vl POLLUThNT GROUPB (conIIttued)
AccegtlaNe Qetectlea Level (pgll)
I. Detac-tiea Level Usecl
- f. CPA Sgethuai N~her IJacti
- e. etch Daisy v<bt<<e
~. Aecrsee <tr A<aslyeee
$. Level Present
- i. El>>its
- c. it<eat<ac et A<balybtb ~
ttehc lrcurt<a Sew ttaee.
le<mr lly
~le<erat<I lacwree, I'rot<ter<
at<a<we teat<tata I'd au<le< t l~ < att ~
Water at<sar
<t:btrta<ei
$. Ifyuu have <<>>y re<<hut< tu aspect the pullutu>>l lu Le nurluslly present i>> thie Jiechsrge, chock the sppruprisle block ur aieecrihe <<nother reusu>>.
ITM Pl<et<eh<, Ta<tsl ltlM Aluuliluuu,Tet<<i IQM Saciuuh Total 2tlM Heron, Total 21M I~It,Tutal 22M Iron,Total RIM Iron, Diaaulvetl l00 lO ZO.X 20 N/P N /t 2.
gp /
/OO F00,1
/OO 200.1 SO ZOO.I 50 O
O0.1 c.5O D
700 o1 8<I0 0
2DO I 2JO 2iM hlsgneaiuut, Tolal 0
00.1 90 26M Molybdenaun, Total 2g M Manganese, Total 27M Tin,Total 2g M Titanituu, Total IO 200 o1 y-I00 lO 200 1 l 2.
OO 0.1
<5 O
200,1
<500 Msxi>>tuttt Daily Value-IL<p<<rttile highest Jsily value fruulthe La<at ye<<ref Jsu>> Purr<>>>>
site es<>>
le<,, this vslue i<<tile tet<><she>>r uva>> <<gare<>><ce>>tr>>a<<t>> lu>>>>J l>> <<a <<>><ie>><<<>u<>>>>ie t bwt v rtho Varutiurlwur tthatu ilitrduriad~ 2<bourtwr<M. rw~bt
.thi~ val i~ thaurilhuwli rlluww i
>,
ofst least four grab sar>>plea taken over the oper<<tang houcs ofthe facilityduring s 2i hour peeled, 3 4 Averege ofAnalyses Deteruliue the sverege <<fulls<a>>tph<a taken withinAe psst year, <<ttd r<<>>srt 4<<thule<as and cettcet<tr<<tiun.
I'-'ll ltWtl288.10 I 7l V.
hNhLYSISOk'Ek'k'LUEN'l'IlNTAKk:QUALITY-INl)USTRlALWASTEWATEll Q Outfall Number
@intake Sample tepee Jy lwuttunufxsutpl<<l Nl'ill.'SNutttbur lyh o iw 1 32~
Q Relating Discharge Q New Discharge tdcxccibe basis for inturnhetion tlrexentesl, eee page 9.b lncuuctione for tlueht ion V >
POLLUThNT GHOUPC-l Volatile Orgaltl0aee Wabash hceo pIRNe Deleciloa Level (ygll L RPA Method Nuatber Usal S. Lovel Present
- a. Ctsa tthgr S. Asruysseu aal Vetssss Spy alyhruu llxhu ~
Ctuhu
- 1. Units
- c. Nssalaef aaehaae
'ihrstyhta~
tlxhh u sshtua Rxw liuao uy lsfruse Isshur I's aal as J I cyhxap I9 ~hrtulas I
- d. Ifyuu have sny resxun tu expect tlhe pullutsnt tube nurtustly prevent in t thix die<<bergs, cheek thu sppruprlsle bluck ur Jlexerlbs another rsseun.
IV Acculeia 10 pp
- c. pp NA 2V Accylonitcille SV Senceae 10 po I z
< Ipo 6V IIcunuhfocnt 10 ttV Cscbun7'etcsddorids 10 7V Chkycubcnceae 10 9V Cbtucoethaaa 10 gV Chturodibromomethaae 10
~5
~to IOV 2 Chturuethylvinyll4boe 10 0
>q
~@
IIV Chturufona 10 I"V Dichlorobcomomcthaae 10 c.5'4V I,I.Didtkuoetltaae 10 c,g 16V lg.Didtbswtbaae lgV I,I DicblocsetLyleae 10 17 V 1,2 Dichlocopcopaae 10 i4 IIIV IJS Dtchloropcopyiene IU J.Jy ISV Ethylbenxen<<
IO zq 0 u Muxhmunt Daily Value. ltepuct the highext Jeily value fhom the lsxt year ul Jets. Pur rom hhte xsnh le 'his vulue is the totalnhsVxuc sverugo rohhr<<phtruthsi<< lsuuul <su rsshntsssxfth'lslple I s r av rlhuupar uaphuura flhafarililyJ r ha'Jal urp rial. p r~bl,rhi v I
uuaarslha Ja rli u.
I Ir Jr I I r
r
\\
J ot'et teuxt I'our grab xs Juples taken over the opecstnhg thoure ofthe facilityduring s 24 hour2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> tl<<cllpJ.
Avehuge ofAtutlyxee-Determine the average ofall xsnt tiles taken withinihe tssxt your. stud report both muxss sad cuucentralion.
S e l>>htructiuns fuc IlucxtiunVlwith cegsrd tu GCIMS 6 peak pollutants.
K)t I)WQ 255.IO IHev. I2157)
V.
hNhLYSISOF EFl"LUEN'l'IlNThKEQUhLlTY-INl)USTHlhLWhS'l'EWh'l'Ell Q Outfall Nu)nbsr L7S Intake Sa<npb< )specify location ufsample)
N l<l)L'S No)))I<or I'A oGR 1 3<~
Q Iysb<ting Db<chargs Q Naw Db<chsfgo )describe haaia furInformation prese>>ted,see page Q.b I>>s)yuctiu>>s fur Ques)iud V)
POLLUThNT CROUP C-l Volatile Organlcaoo lltabauua Iles) Level Uaod 4vol
~).
(yigI L SPA Nathud Nuo)bar Usod
- 2. Lovel present
- 4. Uuils
~.a)dh)4lly Via)aacp
)h y<verage aa)
C. l4a)kud
<ar Aeolyalh
))Idh
))ash
< ~ <dd
)'dw4ad<
le<d)as Wd<ard o<<a>>
~):~ <a<dkaa ~
- 6. Ityuu bsve sny reuaw lu eapect tbe p>>)lulu>>t iu be nur<uully prese>>) i>> this Jischurgae,check tbe sppruprlyute )duck ur des<.cibe u>>utber reusu>>.
2OV Il ethyl Bromide 2IV ltethyl Chb<ride 22V Ilethyb<ne Chk<ride V
I,I,2,2.Tetra.
~/P L
/f.
NIA 21 V Tetruchloroethyb<na IO 25V Tuluene 2g V I4 Trans. Dichloro-sthylsne 2%V I,I,ITricldoruethsna V
I,I4 Trichloroethane 2)IV Tr)chluroethy lans Ol V VinylChb<rids IO IO IO IO IO Id z4 t 74 Lg Lg LQ LlO y
s<)" ~n<
les tl>>s value <a the 4<)ul>><asser uv< rage '<ce>>)<u)> I w< l
\\
k r rrhaaaararhrdhuura Prhafacilirkdurudu<lh urPaciad.
P r<rrh>>,
r '<jara<
~ ch
>>fst least luur greb as>><plea take>> uver the u)<eyu)>><g buuys ufthe facilityduri>>g s 2i huuy peri>><i,
- l 4 Aveyuge sf Analyses-Determine the sversg>> ul'sll su>>@<les taken with>>< tbe pest year, s>>d repuyt b<><sess>>d cu>>centrstiu>>.
4<:e l>>htruct>>>>>tlyct lyA p-r~g i SZ.
D gsiNing Diachacgo 0 Naw Discharge (desccibe baaia for infocntation presented, aee pago I.b Instcuctiuna fortlusstiun Vl POLLUThNT GROUP C-1 hdd-FraetIOII OrgaIIIOgjee hccolsbtble Detootloat Level lpglD I. Detoc-IlettLevel Uaotl (gtgO
- 2. SPA Method N~ber Uwt
~. Ilas lissy Vggtpgap 4 Avoyaged aar Asslysos 0% '
gapuaaa Lisps S. Lovel Present
- i. Units
- c. Ngga&e
~ascus Asghlyp4 laagw usw Staasag uy.
nuaatre llrogaoglau fscgpagaea, to I'ruaapgg wsgapg I'g ualaaa g Ouierg pt.ggatugap
- 6. Ifyuu have uuy reuhugh tu es pact Lbe pullutunt tu be nurutully present in this discharge, chock Lhe sppruprlule bluck ur dcscribo unotbor reasun.
IA 24hlocopbeaul 2A 2,i DicLIocopbeaul SA 2,i Dimetbylpbeaol iA iP Diaitro-oCroaol 6A 2,1 Dinitcuphenol 6A 2.Niuopboaol 7A i Nitcopbaaol gh P-Chloco-tnCcaaol eh Peatscldocopbsnol IOA Phenol IIh 2,4,4.Tclchlocopbsnol IO IO IO IO IO IO IO IO clo NIP
(.rS c.io c.l0
~Zb
~I0 zS isa'.C AItl
'd
<26 24
<JD
~lo 2 u MsslnluulDaily Value-Itepurt Lhe highest daily value from Lhe laatyearufdats.
Purcuu>
s<te sagn lea,thts value u; Lhe tutalmassor uverugeru>>ceutgulgugp 4ugpgt upu cgllgllpop gt suggglpt.
r h or rrheoverarioghoure fii rgearhrrg ri gogahour'Periag. Per~bi,rh I
gifst least lbur grab sstutples taken over tin
~ptgecat tug huura ufLhe facilityduring s 2i huur perupd, 2 b Average ufAnalyses. Detertulne the sveragg ufall ssniplea taken within the past year,sud retwrt buth nwss au J cumentrstiun.
bee Instructions foc Iluestiun Vlwith cegsrd Lu LgC/MS 6 peak pollutants.
- IG-
KR IIWt)255.1U IRev. I$87I V.
hNhLYSIS'OYI"YYI.UYN'I'IIN'I'hKYQUhLITY-INI)US'I'Itlhl.WhS'I'IWA'I'I"II Q Outfall NunIher Q Intake Sacnple lapecify locationufasmpleI Nl'l)L'SNuIIIIIoII'A QC 91 5 Z~
Q Ksiating Discharge Q New Diachacge ldeaccibe basis fuc infucugstiun pg eiented, ie<<puge S.L Instructions furQueitiun VI POLLU'I'h N'I'ROUP C-S Rage-Neutral Fraction Organicaee
%balms'ccoNaNo Oetoctlota Level (ygO I. Dotoc-IIoeltravel IIaal tpgO
- 2. IPh Methcui Nustlsor tlaol L Level Pc@aunt a acac Dauy
- l. Aaacaaa 4 Va4da
'ealycac
- c. Haaaac at ae'aalybta llabc u~
llaha
- 4. Units
~sac au
~rauwa
~Iaba
$. Ifyuu have suy reuagggg Iu expect Ibe pullutuut Iu be nurcusRy preaent in thia cliichurge, check tice upprupr4te bluck ur deicribo snolher reuaugI.
lagalr" llaw at as a.
Sy Iagaia Osier llagactal Iactaageos Scagoea raeralgdla I gMabc Wagae auheIagae I'gwIacg IB Accus phthene 2R Acenuphthylene IO IO lO
~to Nlh 2<
~>O IO dB Anthrgtcene k 2-5 lB Senaidine 68 Banco tot hnthraceue SB Senxu tot pycene 78 2,1 Banco-Auocantheno ttS Becgotghit Pecylono 98 Senaoti) Fluorantheno IOB Siat2<llecu~yl Kethano IO IO IO IO IO IO l0 io 2.6 d'- i) c./0 2g ci0 Ato
~IO 42h
< l0 IIB Sia t2-CNoroc4yO Ether IU
&24
< io IO 12B Sist!CNoco-IeepcspylJ IO Ether I'- i@
IS B Biotg-If&yllcxyl)
Phths tete 14B 4.8cucuuphenyl Pheuyl Ether IO IO
~to
<lO 2 u LluxununI Daily Value-Repuct the higheggt daily value from the last year ufdsts. I'ur corn site sam le,this value Is thu tutsl muivur uvcruge ggubcegguutgu>>
luuggd I>> u rgillliggghIIeaugggple i bar r riheoparoiioghuursoiibefe iiiiyd uag ggheurparbd. par~br,lhie
~iueiaiheariduu iu rii u.
>sir Jr r
i g
r r
r:,i ufst least fuur gcsb ssuhples taken over Ilwupersting tugucs ofthe facilityduring s 2d hour peciud.
U 4 Aveg uge ufAnalyses-Determine the sveg'uge ufall isugples taken withinthe psgbt year, sgul cepuct beth ugsie uud guncenuutiugg.
hee lnitcw ur tlueatiun VIwith cegurd tv tgt'JMRS peek pollutants.
K[t ltWL)288.10 I[to 7)
V.
hNhl.YSIS OY YYYLUYN'I'IIN'I'hKYQUhLI'I'Y-INI)US'I'Rlhl. Whb'I'I.'Wh'I'I:8 Q Outfs((N~r g intake Sample tapecify tweet>on ufsample>
mc NI'I)ES Number I'A C 0 2>
Q Re[sting Discharge Q New Discharge ldescrlhe basislor inlormstiun prese>>led,see poge9 h Instructi<wu for Questio>> VI I OLLUThNT GROUP C-S Base-Neutral Fractioa Orgatticsee
- l. Doloo-Ac c op 4tL No u
Level
[itgO S. IPA Lletbul Nuaa her Uaeat
- d. 1fyuu huve swy reuiu>> I<> expect Lhe pullutu>>L Lu be nurauslly prese>>t i>> Ii>iualiich>>rge.check tbe approprl>>te bluck ur describe another res>>un.
- 0. loevel l'resent O. Un[Le 4tlua Itchy ILarch,reuocl Vuluu Auulyouh
- h. Iaua>>cu uucuu Acucw 'uulyo4
~luhh
~
Siwp lush<
Su v Sluuu ay.
I~<uSu l><Sros Isa oh S>crau>>
Iuocasd<cr lics<org4I rug<uric>>
I'scceuha Wu<ur IYslo<hsoo ~
egueuc<
ldS Swyl Senayl Phthalats ldll 2.Chloronaphthslene lyS g-Ch[oropbaay[ Phenyl Ktber 10 10 10 IO
[0 C
N[L Zd Cio zg co w/e uA lttS Chryseue 10 2<y c o Dibenau toklhatbreceae 0
2.<'y C 0 20S 1 vl-Dichlorubenaano 10 0
2g C lo 21S 1 ut Dich[orobeaaeao 10 0
<<o 22S l,i Dicblorebeaaeao S
04'-
NS DiethylPbtbalate 10 IO L
2S c IO "dll Dnnethy[Pbtbelata 20 25 C[O
'gS DI N.SutylPbthalato o
- c. [Q nS 10 2gS 2,1 Din[trots[usus 10 29S Oi N octyl Phthalate 20 IO 2.Q C [0 c[0 1,2.Dipl>>way[hydrat[au>
Los Acobcnrcnet 10 Io f.z5
<[o 3 u tstux>>>lu<>> DuilyValue
~ Report the highest d>>ily value frum Lhe bast year ofd>>tu. Por co>>> sos>te iu>>> le, this Value is Lhe tote[ >>>esu ur e va
> uge au>><<>>lr>>l>>>>< lou<Id>>> c> hu>><0<ii>la iu>>>isle I I rlh oper rr gho c fll fo liard i g ~ '2 ~ ho period Y ~4k,ihi I
i ch ld lic lh Ihh lhr I
g c.I of>>I le>>it four greb samples token uver Lhe oper>>tmg hours ofthe fscihLy duri>>g u 2a hou> period.
- L b hvelege ofha>alyses-Deter>wine the sversge ofellssmplea Lake>> within Lhe psst year, s>>d report both >>lass s>>d co>>ce>>llutiu>>.
bae [nstrwtiows lor t[uestiawl Vlwatt[ regard Lo t'<ClllS5 peek pollutants.
- I8-
Elt SNtl 288.IU tHcv. 12/tt7)
V.
hNhl.YSISOF EFFI.UYN'I'/IN'I'AKEQUhLI'I'Y-INI)US'I'Itlhl.WhS'I'I:WA'I'EII Q Outfall Number Qf intake Sempbg tspggcify lucatiunuf >>au> pls)
Nl'ill.'SNttatl)ur I'A Q hsisting Discharge Q New Discharge tdcsccibs basis fur iofucntatiuo pccscntcd, acs psg>> 9.b lnslcuct ious tur tlueht>uo Vl POI.LUThNT aIIOUI C-S Batte-Neutral Fraction Organicaee Acceptable Oetecliea Level (ygl)
I. Detee-IIett4vel Ueett Itti L EPA Id>>thud Number lJaed S. Level Present a llaa Oghay Votrdgr
~. A~leash gsr adhstyg>>>>
~s et >>hh u~
IICoo
- c. Nsaasug Agheglyst>>
- i. Units
- 5. Ifyuu huve sny rcshun lu expect tbe pullulunt lu 4s nurcuslly presunl in this dischacge check tbs sppruprtute block or dcscclbe snotLer re>>sun.
l>>l>>r S>>w ttwsh Sy.
lad>>ty ~
lb th>>g
~tsah Sd>>g>>a sueu>>g>>
Ctrsd>>gtsrt
(>>ghsgg>>a rg>>>>esca Watec sVhyA>>hsg>
russell>>s g J IS Yluucsnthsns IO IO gg5 L ip N/6 u'j/f // A XIS Ilesschtorubsacsns giS llssschbdc*utsdisos O5S Ilexachkh-rucyctupsntsdi UgS llssschbhrusthaae IO IU IO IU
/d26 c lO z.C
<io
~o OVS lad>>no tlAge) Pycene IO 0
- c. lO dgS Iauplturons
@IS Naphthalene 1OS Nitcobea a>>ac ilS N Nitceeedi-cuethybuaiae 12S N Nitcseedi-N-Propyleatiae 13S N.Nitceeodi-pheaybtsticte IO IO IO
/ 2 c-(0
<lo 2C
<0 cip iiS Pheaenthceae IO p
15S Pycsne IU z<
c isll l,2,1.Trtchturobcocsoe IU f 2
~ip r h v rii gersiisghuurs yg>>f Iiiiyd risgsgdi>>llriwriud. g ~bl.ihi v iuuisihe riih rir rii
.w igir dr I i g
r <<,r d
ol'sl least a csb >>staples tskgyo over llu.uparsltog hours ufthe factlityduring u 21 hour2.430556e-4 days <br />0.00583 hours <br />3.472222e-5 weeks <br />7.9905e-6 months <br /> per<did.
9 4 Average ythcs - Dctccdoioc the svcrsgc of all s>>uhplea taken withinthe past year, uodr~th wadhyh sod cu>> hotrsauo.
hLc loghtcu.
forIIuestiuo Vlwithregard to tiC/MSS peak pollutants.
l9
Rll IIVIII2)t)I.IU )ltd.. 2/57)
V.
h NhLYSISOI"El"I"LUEN'I'/IN'I'hKEQUhLI'l'Y-INI)US'I'Il lb l. WhS'I'EWh'I'Elt Q Oullall Nuudder Q(intake Sau) pie tspecify Ldcaliunofseruple)
Nl'l)ES Nt)n)l)ur I'A Q Raistiog Discharge Q New Discharge (describe basis for infer)nation presented, see page Q.b Instructions fur Queetiu)2 V)
P UThNT GBO CA Peitlddei Accaplohla D~I Lovel INN%
- 2. RPA 64ethod Numher Uaal
- 3. Level Preseul
~. St 1h t)dllr Vfh)ogw
~. Apwdgpeo fgr Asdtd dwd IIadd u,~
ttehd
- 4. Volta C. Ngd S)ossd
~or ladwg I'gsw)a o ~
nd)s pd ggh~g
- 6. Ifyuu have any reueuo lu aspect lbe pulluluollu be nurrually present in lhia discharge, check lhe appropriate bluck ur describe snolher reaaun.
IP Aidrio 2P Alpha BHC OP Beta BHC 4P aau)~BIIC fiP Delta BHC.
tlP Chlordane 7P 4,4'DT IIP 4,4'DR I)P 4,4'llllD IUI'ieldria 10 10 10 IO 10 IO 10 10 10 IIP Alpha RadoauN'ao 12P Bets Rodoaulfao 13P Rtuk)sulfaa Sulfate 14l'ndria 16P Radrln Aldehyde ISP Ileptscht)r 17P Heptschk)r Rpustde 26P Tuasphene 26I'IOXIN'P7 8 Tetrachlorodihenso. P I)illain 10 10 10 IO 10 10 IO IO 2.
ll r I) df V I
.ff p lll high,ld ilf I
f mllwloslf r fJ l.2 ~u~r rll;d l l l
~
r f
l h uowrdw p rsliulll Ahsf ilufd rwg ~gglwurporiod.par~bi,rh luoi d,.
rlh l
d.s
'ghwdlr i. g r
f J,
ofst least four graL sad>>ptas taken over the dfpcrsliog hgdurs oftho facilityduring s 24 hdfur perdwl Average ef Analyses - Hetero)inc the average ufsll ssn)ptas taken withinlhe past year, snd rd tfdsr) 4>> h o>aae addd 2 uod entre tiuo.
~e hce Instructioos forQucstiuo Vlwilhregerdlu tdC/LIB6 peak pollutants.
hoslysi>> for Dioain is nut redtu)red unleha yaur rc)fPonse to Question VI.Bindicates a need tu dil hurh tehllflg.
~ 20.
KII IIWQ.288.IO tltcv. I2/87l V.
hNALYSISOFEFI"LUENTIINTAKEQUALITY-INI)USTRIALWASTEWATEII Q Outfsu Number Qfintake Sample (speedy lecauun ofasntple)
Nl'l)VSNutttbt:t'A 13Za Q b slating Discharge Q New Discharge tdcacrihe hssia forinfornmtiun presented,see pege S.h Instructions fortiusstiun V >
POLLUThNT CROUP 9 pCB'see Khtlmuat Ac~PI hl Detocdea Level Uaod IItgQ L IIPA Nethel Number Used
- 8. Level Present
~. St as I4ay E. Assysas sr Vstrrs Aastysss
~ s'0'~ "
u~
- 4. Unils
- r. Nrralrsr ABC&%
's sly rtr ~
Stars Islrr asw llssrr uy lsraLs u~ t c ~ ~ 4,,"""'" r.~ ra w~~
I'raksil lyrlrr rt:rplsrs I
- 4. lfyuu hove any reusuu tu espect the pullutunt tu Ire normuMy present iu this discharge, clreck tbe appruprlsle hluck trrdescribe unuther reusun.
ISP PI'S I242 IQP PCS l244 PCS-I22I tu08
<2.
+I&
L2
/l HA 2IP PCS-I222 22P PCS l248 22P Pca-I24O
<
>el>>l t>> e S peat tbe pullulunt tllbo ~ our>>laity pcosunt in this discharge cheek tbo appropriate bluck>>r describe <<uotLer reasun. Ik kadulectivtty: tlat Alpha, Total et Available P /g N/A 2k t2l kata, Total t ooH-i,--~e dk
- 0) Radiuta, Total
>QOt I r
~~-ms ~ l 4k t4l l44uaa~
Total 60OH-a b -OOQ L.i takenuvec tbe operaliag bours oftbe facilityduring a 2i hour period. For~rla~in i~le, this value is the srltho>>itic ur fhlw weighted total >>lsd ur average cu>>ie>>tl >>t>>>>l f>>>>lid ul s ~rig~
ufat least four grab aatuples taken over tbe operatine hours oftbe fwilityducu~ a 2i hour peciod.
Avecege ofAnalysea Datectalne lbe avecage ofalleaullk>> taken withinthe past year, and report both l>>ssv ululcunce>>tration.
I)IIl)Wtlle.lt) I 2/87)
V.
hNh LYSISOk'k'k'I.UEN'I'/IN'I'hKEQUhI.ITY-INIIUS'I'RlhLWhSTEWh'I'Ell p Intake he)upi<< Leper)ly lucstiuuufeuduple)
NIII)ESNui)II)ui I'A Q~k;<<i<<ting Discharge 2.D fAbb Q New Discharge hlescrihe Louis fur infurnhstiun presented, see psge 9 4 Instructions fur Ques)tun VI Q. LEVELPHESEN'I'.
UNI'I'8 I. POLLUThNT
- b. Ilss4uum &Day Value gIIOUph a ~a ~~DaIIyV<w'fvsilabI I
- e. I~IgTeriu Avge. Value (lfsvsllsLI<<)vie d.
No. ot Analyses a.
(oncen-tratlon
- b. M<<ss ItlCoeeeeir<<ass
&Steve hIICveCaaetreuvdh d I p ~hddhuwdh IC a+ a I)~leiuicsI 0 ay gun D ~,IIOD Ch<<rnic<<l O<<yg<<n D<<Iusnd, COD Q,3 c.
pp C.
0
< leo
- c. Itt 8" Ab/g Total Organic Csrbun, TOC TutulSuspended Sob'ds, ThS Q'otal Diseulv<<d SoUda, TOS SC hu)uuuua as N 7C Oiland Grosso l2
~ 8 2.00K It.Q3 lo,oo8 o.31 I 'c)'IG 2.cl h), 30lo Od 2.3 O.')>
3+r Qtdr IIC C>khrino, Total lt<<situal Tdnupefatufs wint<<r Tenlpore'Lure aunts'Nr Od 3O 3,tdh1 p,z5
- 4. 4)2 2-Vwlaa~
- c. 3.33
- 27. 38 Vaa)vw I"C)
IwCI ITC pll l.Sh Sllda)dvva lialdvva etepulurhl UIIIIhv vtuhhh)~r J u IllI v
~
klsxi)uuni l)silyValue
~ Itepurl the h)ghevt dsily value front the i<<hat year ofdets. Fur cepu mite senh iles, this value is)he tutul dus>> ur sv<<huge d duhd entrvipvph Iii<<>>al pdh u h ~alii)vrvlteevpph)i)e
\\ haa v rrrwarwrarhvlww w'rl ia iiilrd r aadalwarparrwl Y IM44I.rhia lrwiaUw rirh r>r
~ ii air dr \\ i
- a. >>
r r
i i
less) four grsL ssu)plea taken ever the oper<<ting le)urs ufLhe facilityduring a 2l hour period.
Mss)n)uu) 30 Duy Vulu<< ~ Doterdntne the sveruge ofall daily values Laken during each cslendsr cnonth and report the h)ghent uverege.
Ludhg Terdu Average Value-Ifyuuiuessure ruurd )Id<<nun<<daily value furs pul)utsnt,deteruune tide uverageulull vulues v It)un the )est y<<ud upul depiilt liiillhl)ie dhhhh>>u>>at haaiia edith uthauh.
I."It IIWt)288.ill IHev. I2/Nl V.
hNhLYSISOII'EI"FLUENT/INThKEQUhLITY-INI)USTIIIhLWhS'I'EWhl'Ylt s'
Intake Sample(specify locauon ofsanlpiel NPl)ES Nuutl>ur ilA 0 9"'1 2.
Q~bxisting Discharge Q New DiacbacgetDesccilsebsaiafor infocmstiu>> prese>>ted,seepage 9 4 Inatcuctiuns furfuel tm>> VI POLLUThNT GROUP 8 I.DI-Accogta bio ~ L N
u~
Level
(@gill L RPA llatbod Number Used
- a. Alar naay Valssss
~. Avaraea vC Aaalyaaa LIara
- 3. Level Preseut
- e. Units
- r. IIaatsvr Aaairvtv IIavv kasr Slaaa.
I alar ky-uasarlal Iaaf ve ~~~ ~
rrve rl I'ra<<ac l Iasalsa Walar IIAvr skrrlasa
~
S. Ifyou have mly re>>a>>>> Iu espeet tbe pullutu>>L Iu 4e norlu<<llypreaeslt isl Ihia Jiseh<<cge, cheek tile kpproprl<<te bluck ur Jeacribe <<>>utber re<<aun.
IA:
Gstur l4ec<<l Cohfucm l0.2.
god I
/ssP H/A q y H//I q
. P N/]L
/p Cfr 16C I'luoride IgC Nitcst<<.Nitcue toe N) l7I'itcugen, Tut<<lOrganic tos Nl l00 0 L 2.oO 3.H zoo 3.2-tv+
~ 3$ 5o
>ci2.
.35/.2.
Z Oo Hl I i~op 250 l>r/d IN'bospburueto<<PI, Total 3ia ~. l Zpp 3).'I /5o III'tdf<<tete<<SO,I SuNide to<<St 2IC SuMite tee SO>l 22I'urf<<ctantatMBASI IPS
/00
'7/a.Z C. I s-'t,.l C.IOO r.l.q 2000 "I'7. ]
C C 33si cZocu c.
s i 00 02.>
I
/OO I Ir.1
/OO taken over tbe operating bours oflbe facilityduring a N bouc peri<<I. Poc g~bsgpJ~ this value is tbe acitlunetic uc Aow weighted tet<<i mess or <<vecuge cuncentlu tie>> I'ssu>>sI >>I u eccl ea ufat least fourgrab samples taken ovec the operaling bours ofLbe facilityduring a 24 hour2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> period.
0 4 Avecsge ofAn<<lyse<<- Determu>> 0>> average of<<llsamples t<<ken withinLhe past year, <<nd cepuct beth ms<<i, <<Iullu>>centcetien.
5~ordard Mc hodS, l4 Cd.
Kk ltWtI.24tt.ts
. t21ttVt V.
hNhLYSISOlt'El"FLUENTlIN'I'hKEQUhLI'I'Y-INI)US'I'HlhLNhSTEWhTEIt OutfssMHsssssber Q l I Q Intahss Sans pte svpecsfy luce liunufcans pbs)
NI'illS Nusssb<<sA DO"I 1.4 <+
gtalsstissd Oisschacgo Q Naw fhachacgetdevecibebafsiafutinfocnsationpceeessted.vee peg>> Q.b lssetrssbssusse lus tissebssufs Vs I'OLLU'I'hNT QNOUl 8 (coatlaued)
AooeyiaNe Ihtetteelea 4vel IltgO
- l. Dt4e-llaas 4vel llew fdtIO
$. Level Praeaat L SPA gotha/
- e. ltefs lear a, aeeceae <<r Ntsatber IJaed ee ereeee s~ ~ <<~
- a. Usslte
- 4. Ifyuss Lssve ssny ceeeun tu ce pact tlse putlutssssl tube nurnssdly prevent In tbie diechargo,cLock tb>>
<<ppcuprtet>> bbscts ur deecclbo <<not4r raaeu>>.
ssse~
iL'bSPSehe
. Jseaaef el S eh eh cee
+
aew SSeehb spes4>>
'cesesSel Sessesee SPWer S
lid Atsusssssay. Total 2N Aceessic, Total 2LI lecyNsssss, Total, 4il l&sss4w, Total 6Q l'Lcusssissas, Tsstal Nl Chrasaissat, Hoaavaloot WM Capper, Total Oil l~,Total Q
00.1 c
c.
c (g.9
~
I pb/J D
<lb ct.tl (tp cl.~l s
I 20O l C5 C.b3 cg c b3 2.001 c Q c 83 i.5 c.93 50 2OO.I c5O cS.S c60 c
+}
I 20 SI2. es cd <3.% cd c3.H 20 2.oo.l 30 5-gx.
s.75 0
XS'I 2-
<SO <S.
Oil Mssrcssry, Total II'idsal,Total lill Saloaissaa,Total l2ll Silver, Total 1Sl4 Thalhssas, Tsstal 9.4h. I co.e <.og cp,g c.oe W
0 gpss.1 c p ibbS <<~ ebb/
101 c
c.B>
c~
c gy 0
20O +
C IO chte1 c/O chtshg 0{)
1$.2 C
i.bB CIOO ci I
ldii Zinc,Total 16ll Cyanide Total Idll Cyanide, Pceo zo 2'.1 gpo 88 9 31 a35;3 c~
c.83 cg clO citil c$.15 c.e3
~l:8 I
V bff 3 ~ e Ie <<DhiffVrb>> ~ RrPellh bibb e J Illv iIIrfrelbelrllf rrtbrrr. Pr ~i~llhlwirri lhrlrl I
I,
~
l,,l l
I.
I h I r rrbrrberebshheaafererlhlrf IlllgrflbePIIIINL PebubburIh
~ V lllrfhrhrgrrlre br, rfb Igbl Jl I l
I, f ~,, I I I,I, ufet least tossr grab aasssptoss totsen over the upes etsng Lessee ufthe facslsty dsscissg a 24 huuc pcs s~.
db Avisegeufhnalyeoe
~ Detecsuisse the evecege ufell esssupbfss te4n withiss tbe theet yeec. essd sepust bushuseee ends unreuscetsun.
Atctvbude b Ltu Q.
4 a modkscd
I'.ll ILWL)2gg.ltl IM<<v.I2/$7t V.
hNhLYSISOYhi"I"LUEN'IVINThKFQUhLl'I'Y-INI)USTHlhLWhS'I'L'Wh'I'I,"lt s'
Intake Sacuple tapucify locetiouufeem ple I Nl'l)VSNu>>>bur IcA DO 0 15 2-~
Q l4ieting Diecbefge Q Iiew04cberf e tdcccribe beaio fwiolwcuetuut prevented, ccc pogc S 4 lnctructu)a>fur Llucvuuu VI POLLUThNT Aaaoygqg iiittloa~
GROUPS I~~i
+u I
l~ll u~)
Qeo
- a. erA lletbad Nuatber Uoal
- 4. Level treeeut
- c. O4c Ocllr O. Avcccec el Vchsc eoclrcca
~rwc u~
trace
- e. Units
- c. Nualscc Ay%CcR Acclra4
- 4. Ifyuu bove <<uy rco~unluur poet tbe pottuiocil lu 4u uorusstty prevent in Lkia cliecborge, cbeck L4o eppruprtote block ur clcseribe <<uotber reucuu.
isles llew etc'r la<sec
~uecc llcca bcmf licaccW lacuuce II~cl Wcccc IYceOucy I'oMasa ~
I7il Hwuebt, Total Igil Akuuiuusu, Total I Oil I4r iud,Total 2ttil Boron, Total 2Ill I~it,Total 22ii Ireu, Total 2gil Iron,04wlved gill llagswuw, Total 24ll llelybdoauaa, Total ggil llaagaaooo,Total 27il Tlu,Total 2gli Titanium, Totai IN IN IN IN 0
20 2
<l5
<2.5 <fg (Z.o 200 1 l39 00 833 200.1 clpo c CI00 cf 00~ I l~ 20 le 00.1 cSO CBA Cg0 c.q.g 200.1 z zo 410 200 1 200c1 lo1 9f3 2.4, lcl o 401 z5'00.1 cirro c
~iOD c
.oS 4
200,i cS
<<S.34 c50 c, 2007 4
0 l
. It o
200.l c
C 3
oc33 V
el.e KocluwcuLwllyVe ue puca big
~
~
~
token over Lkeopereltng e
value 4l Lbe et itluucllcuf flow wclghte J tutul ulllhbul cvcc llac c uueeiug ut y ofet tcect fourgreb oecuplea leken over Lbe opcretwg boureof Lbe fsality during e 2lbour pc<<ud
- I 4 Avcrogc ofAnolyeea. Octeowiue Lbe overage ufoileou4clce token witluntbo poet yccr. owl rcport butb oecc eudruurcnueuun.
KR IIWII28$.IO IRei.
7)
V.
hNhLYSIS OYEI"I'LUEN'I'/IN'I'hKEQUhLITY-INI)US'I'IllhLWhSI'EWh'I'Elk d
Q Intake becnple Iepeclfy lul'atlou el uulup4ll Nl'l)l.'S Ntlall>la. l'A Q llaieting Diecbacge Q New Discharge tdescribe basis for infer <<let wn tdreeent udl, eee page 94 Instructions furIlusa w<<Vl I'OLLUThNT GHOUI'-I VolaNo Orgaileoee a~
eSaa 4val Ills)
S. L'PA Melbud Number IJeccl S. Lovel Preseut
~.arse My L Aysy<des<<C Vates leslydw ksds u~
Crude
- 6. Ifyuu buve uny reusun lu caped t the pollutant tu be O Ijaite aurluully present in this Jiseburge elulek tbe appropriate hluck ur describe another reuuun.
- c. l4eesd sr
~
lsldd
~ss ass etdss ay-lslsas lie<ed u~ " 'c~4u C~u ~ ~"~
"""'" r.~l W~
a:.el~
I'dwl<<< ~
IV Accaleia IO OO fr2'i C
OO Ct C(oo Ctu.4$
SV Accylostitcille SV Beacoao IO IO id<2 4 clt<cdB c (c v li<.td+
c.
c.83 c g CS3 6V Scealuforat aV Cacbua Tetrachloride IO C ~
c.83 C g C.53 IO ic24 C g
.It3 C Q C.83 7V CIJecubeaceae IO i,2.4 c5 c.93 c cd c.~
IV C
IO c.e3 'c5 C.S3 OV CMuceotbaaa IO M4 c-Io chu1 ct0 cht1
'IOV WAleruetbylviaylRebec 'O
?A C lO C441 clCl Clue
>>V Cbb r
leV IgV I,I.Dicblecaotbaae 16V Ip.Dlcblecaetbaao ISV I,I Oicblecaotbyleae l7V Ip Oicblecaprapaae IO IO Ia IO 42 '4 l
.o
.3
-8'I 3
74 C5 C.B3 C.5'.S3 2.
c C.B3 c
c S3 c g c83 c
c83 iy?A c
c.83 c
c.Sp 3
Ir+f C
C,Q3 C cy C.,S3 IIV IJ.Dlcblocoprepyleae IO Gyl.4 C 5 C..B3 C,sd C S3 ISV Ethylbenxeue IO 2.
C5'..83 Cg c.83 S u iiuelulwuDal y e ue.
Da I v I
~ lier -t tbehigheut Jelly value final the blutyeecul Jute. Parce<<i wteuul<< le thiavulueiuthetutul
<<luvuur uvecuged'uduewduud<<<
td<<<<d<l <<durd <<lt<ldslle s4<<lple tutdeuuvec ibe operating a
d ~h<<<<<du<d<<III<<<d<<<<d<ddd<<<d<<<<d. F<<Kbbks
<h
< III<<<S<~<<<hd<<d<<d <<dl
< d<<[
d ul'et least luur gcab saul plea ta ben over the upuca tulg huucu ofthe furlbtyduri<<g a 2e huuc peeled.
- I 4 Avelage ufAllelyeee-Detecluiue the avecege ufall aaulpleu taken withinthe pact year, und cep >ct bulb<<lees olidcuncentcutiun.
~'ee lltutcwtioue fuc Ilueet ion Vlwithcegard tu IdC/IIS6 peab pe ilutenta.
14
I:tt ttWQ 2gg.)0 tttev. IV87t V.
hNhLYSISOF k:k'k'LUk:N'I'IINThKk'QUhLITY-INI)USTHIhLWhS'I'k:Wh'I'k:II o
Nlhl)L'S Nut>>ln:r I'A 0O 2
Qfgsisth~ Discharge Q New Dhhchsrge tdewcibe basta furinfect>>stion peasant ed, aee page Qb lnhtructiuphh tuc Q ueh>>ahn V >
POLLUThNT alIOUI C-I VolaNO Orgaf)IOOee il)niae~
Accol)llklo I)oioollaa Lovel
~)
- 2. Rl'A Method Nuather Used S. Level I'resent
- a. Crdb ty>>lly th aharrrhaipadt Vaataacp kudtybop ilwo u~
Qahh
- l. Unils
- 5. Ifyuu have sny reuaun tu esp<<ct the pullutupht tu tpe nurpuully prehent in tbivdtihchurge,cheek t the spprupriute thtuctb ur desccibe spnptlaer reusun.
tnhs>>d aVaca>>aes
- c. Naaaphtahp
~rr
~
lsl>>p w
+
R>> ha Ctsaaa Sy.
Isbdta ~
aaalyb4 u~
hhh Q
M t sdw~
mwlw>>
~abaad>>a rp>>aaadl Whdsrp I'dc>>d>>s p 20V KethylScenude 2IV KethylChturide 22V Kethylene Chtucide 22V I,I,2,R.Tetra.
ch)oruethano 24V Tetcschloroethylene 25V Toluene V
IQ.Tcsaa-Dich)oro-olbyleae IO IO IO IO IO 10 0
ZR d lo
+I t1 ilo <Itrl 2A c.tO ct 1 ct~
c/,tay1 c s
<.83 c 5 c.,83
@LE c.
c.
g a.~
c.S,3
~5
- c. 3 <5 c.53 3
trZH
<5
<.S3 Cg C.83 3
f z4 i.g
<.M c5 i.8>
3 Mlc w/J V
I,I,ITrich)orsethsne V l,lg Tciakloroethane V
TctcMureethy)ene OlV VinylCMwido IO
<5
<.83 cS c,Ss 3
6Z f
<S c.83 iS
~rS3 3
42%
i c,83 Z.H
< lO l.t1 C,fO Ct.tr1 r
h ssr ribcop>>sirlld>>>>sldthsatcirhydlÃlsd
'dahlllrrpstiod. pr~bl.ihisrsio isthsstlrh
\\ tic th>>
rara dr I i a>>
~
r r, II, a/st least luur gcsb ed>>>>plea taken uvsr the uperu t>>pg tuphn s uflhe facility during s 24 huur per iud J h Averuge ufhtuhl aes - Detecudne tbe average ahfsll ssuhptea taken withtn thu psbht year, sphd repuct beth ntssa snd cuncenlrstiun.
bee In~neth Queatiun Vlw>>hrcgscd tu t)CJMSS pestt pullutsnts
/
~ l5.
IllIIWtl2gg.ltt sltuv. IMI7s V.
hNhLYSIS Ok'Pk'LUEN'I'/fNThKEQUhLI'I'Y-INl)US'I'HlhLWhS'I'EWh'I'EH B'
Iutebe Sec<<pie tspssclfy hscstioa ofso<<spiel NI'I)I"S Nut>>lss:s's A
132 Efitsistissg Ihsdsecge Q New Dischecge tdeeccibe basis foriafocasetioa presented. eee page Qb Instcwtions furflueetiun V)
I'OLLUThNT OROUi C-5 Add-Praetfoa Orgaalcaeo I. Doioe.
IloaLevel Uoeh IIe+
L IIPA QeAosl kwalor Usesl
- 3. Level I'reseat
~. ttus tssor Lsvsyses ur Vstue Sssslr sou srsuhus
~
sysslsss
- e. Ualts
. ssuulsee ed IIsoo sossae Ilse ssasu ssy sslsLo ssseeslal cacsase4 I'riess wooer ssw~
I'ssoJuss ssuser
~s.ass+ass
- 6. Ifyuu bssve susy reuvuss tu ca poet tbe Ssthstssat tu he aurssssslly prevent iss tbi~ sliscLorge. choch ILe appruprhste btucb ur describe oaotlser reosua.
IA 2~lscopboassi 2A 2,g OicLIocopbeassI 2A 2,1 Dihsetbylpbeaol I~
IO l4 (0
IO C ID Cle C. I0 t.i.>7
<10 C.t1
<10
~/I Issl <I lA lP Oissi~reesl 6A 2,d Diailcephsael CA 2.Nitceplsoael 1A 1 Nitcepheaei 4A PCMeee.raCreasl 4A IIA 2,d,4-TrlcLIorephsaei I~
I~
I4 I4 lO JO IssM
(
<M.A c~
C,4.lg clO c.. z
~IO c..t,a
@ZAN CL5 C.I
~Z5 t4I1 0
C.ht 1
+ID t I.u1 Iota CZ5 ~4.il c,z>
c.g.tq
@ID c.l l l CIO ~l t1
@ID s.l.b1
<IO c.i.t 1 si tube<<ovec the opecstsng bunce ofthu fershty ducsssg e 2g bouc pecsod.
Foc greb s~<<s s~h, thss vulslc le tlse ecitbnsetic uc flow wulglslcd cutis l s<<eh@us uvl lugu s usss slits usluss hsussd sss u ~s sus
<Jut tvsust fuuc gs eb su us 4 lee tokv<<over tl<<qsuru t sssg hssucs uflhe'focihty during e 2g huus tsur sud
'J b Avvcege ufAnalyses Deter<>se thuuvrsugs ufoil ses<<phse tebess wsthsn thu psst yeech ussd cutsusl bulls s<<usus e<<d cssssrusllcetsuss.
be<< instructions foc IIuesstiu<<VI wsth rug<<cd tu IIC/MS6 peal pollutents.
- I6-
Kll ILWLIggg.IU Ittev. IML7)
V.
hNALYSISOl"L'YYI.UYN'I'IIN'I'hKY.QUhLI'I'Y-INI)US'I'ltlhl.WAS'I'I'.WA'I'I:lt Q Intake Soaapio Lepocify locoluus ofcaus pklI Nisi)l S Nus>>ll<<r l'A ~
1 8 z>
Keiellag Dlechocgc 6('
Now Dsochacge tdcoccsbe beaus for Infucuustluu paeeelateal, eee puge 9 b inetcuctlune fur tlueetlual VI IsOLLU'I'hN'I'IIOUI C-3 IIgwe-Notitrgtl Practiogt Orgaalcooo
- t. IIoloe-O. Rth Iloostlowi QeAeJ u~
EJoeJ
>I, Lovel Prevent
~. Nee It<<Sac
~, a<<ace<< <<I V<<tale Aeelreee
- a. Caaaaiea
<<I
~e'aaaelr ale uen<<R Irene I. Ijaite
- 5. Ifyuu lanve any rcaaeaaaa su e e pea..l LLolsu4utaaaat tu be auraaaliy prevent iu tbi~ aliecbargo. cbocla llse appropriate Lbacb ur aleecribo another reueuas.
INhw
~L' S>lelNI aee New..
ar Cea<<L<<
I<<a<<a s~
sc~
c<<c ~ ~~
'.~a w~
ra Mwa IS hceuapbtbeno ZS haeaa pblbyloao I~
IO 25 4,IO 1
c-IO a.. 1 2,5'LO a,.l1
- c. O Li.te1
~ IZ jllb tS Seaai4ae OS Santo lolhatbrocoao I~
ID l X0 c ID
.L,1
<lO c..l -l 4
25'25 cu.t C.2.5 co.n 2,g C,lO <<..t1 Cg C(.L1 I~
OS Seaialol pyreae 0
4t.h
+I& c,, 1
+lO c.l.l1 7S S,i Sosseo.fksoreatbeao OS SecaetgAiIPeeylecso OS Socsoelillslssoreatboao IOS mtte~~yI Igotboao I~
I~
I~
I~
0 jo l0 624 C.LO
. 1 C O. c.l.s.1 4 2C c LO
< l.t 1 c I0 c.l.t1 C IO c I.4l
- c. IO (i.t,1 Zb C
< L1 ClO till 4
IIS Ssa LOCQerec&yORthor IO io (u2.b CO <.1 C.
c, 41 4
IgS Sus LO<Macwwooycepyl) iftbor IBS S
LO-ethyl yil Xy.
Pbtba late IIII I Scusuupbeuyl phenyl Ether IO 10 IO i0 fe2.>
- c. lo I'..
<l O c.l s1
~~'1
~58 eZ
~l>>.L.1 <0
~i.i,1 4
tataeu uvec LLOoporatsag Leuceuflbe faclbty IIuclngR N4 buur pocituI. Foc gcCLI~<<> hal, Lhie vohso io Lbo octhauecagc uc Ouw weigllteJ Luaul aalushua Rvs luge lanil Calls ilslual Li>uaaal III>I hei lee aaf et leael fear graL eaauplas Laiaels over tile upecallaag basuco ofLbe faciblyluring a 21 hour2.430556e-4 days <br />0.00583 hours <br />3.472222e-5 weeks <br />7.9905e-6 months <br /> peciaeI 0 4 h vel age uf
>atyeee
~ Oeteruaiue tile aves'ege ufall eeulplee taken withinLhe peel year, nasal cepuct tauth sale<<a anal cuncealta etiull.
See lnvta furl)asoetiun VIwllhccgucai tulatVll'iS peab pollutelato.
I r
L X X
'lhICC. I,t a all S4l gl>
~4'v>l q4~>>ic l
p,ceca wq/X n
>i>ivc hccn a>~iaa>alras s'v i'~ sla E.ea><aa<<
~
...Il. ~ I <<.>
KIL Itvhwl 288.lo titus.
2/81t V.
hNhl'YSISOF k:k'k'LUk:NT/INThKk'QUhLlTY-INI)USTHIALWhSTk:Wh'l'k:lt HlOutfsS Nu>nber 0 I I Q Intake Se>npb> tspecify 4>cat>onul san>piet Nl>l)ES Nuntbur l'A
'0 I
2.w Ksi>>ting Discharge Q New Discharge I*acr>be basis for inl'orcus Lion pre<hen>cd, sce puge 9.b Instructions fur tluestiu>> V >
POLLUThNT GROUP C-S Base-Neutral Fractiatt Orgaaicsee t.n AccoptaNo DetocSoot Lovel (ps' SPA Method Nu>aber Ueoct
~ tr sr t>ssr Vaatss 4 She Ia. Ars,.aes ool Ass>> hsh soSCsa a she
- 3. Ieevel l'resent
- e. Units
- h. >>s as tow sSC sa
'sdyao I
I>sap ttsss.
ils<wtsl lsr>sr's<ha uy
> ~ as asodadSh>
WS<W pros>st<
<><>asa agh>r>sW
- 5. lfyuuhave uny reus<>n I<> espect tbe pullutunt lube nur>ually present iu this <lis,charge, abaci< tbe appruprtyste bluet< or describe another ressun.
l5S Sutyl Sensyl Phthalats lO l0 f 2$
>r Ip c I I1 z if) z I I 1 L{
/I ~/J Igll 2 Chloronaphthalens I0
/d M
- c. Ip c.l,ts I d'o lqS 4 ChlorophenylPhsnyl Ftber lo IO
/ 25 4-IO c l.t I <<o tsS Chrysene lO L)
( 25 t.lp c.t.1 +in C.I.V1 9S Dibensu ta4) hntbracene 2I S I4 Dichlorobenxene
'22S l,g Dicblorobenaet>>
23S 34'Dicblorobetlidins 0
62K
<IO c..i1 c.to c i.l l I
/0
'4ZS clp
- c. L1 C.IO cI.I1 lO 0
6 2,5 C.Ip c..t,1 4-(0
~ l.gl I
25 6 25
+2~ c-V31 (Zg ~q.t1 2iS Diethyl Pbtbalala
>bit DunetbylPbtbab>te 2>8'S D> N Sutyl Pbtbalats
'ElS 2,1 Dinitrototuec>>
28S 2,S Diaitrutolusno
'>9S Di N.t)ctylPhthalste lo 0
&28
<l0 t.l.t1
< o c.l.b1 tpr>>
C.I0 c.l.t1 cl 0
I 2b C.ID c..t1 C.lp cl.bz q
0 2<
<I0
- c. L1 C-IC> <<.b1 S
/0
~ 0 C
I1 +It) 4.ts1 2{
/0
& 5 C.IO c.t.1 c.lo cl.1 l,2 Diphenythydrstine tos Acub r>rcncl IO
/0 ln2h
+IO (l.t,1 C.IL) <I,I,1 v
v
'u Mus>n>uu> DuilyValue
~ Itcpurt the highest du>ly value fru>n Lhe last year ufdutu. Per cow ~a>to ~>>> l l
2 r rlh oper l aho r flhefe <lard rea 2<hoorperiod. Yr~bl.lhl I
l lh frh l
rll rle lr r I >>
o
~.el ufat leasL I'uur grab ssu>plea takcnuver Lh>> uperat>ng bours ofLhe facilityduring u 24 huw per>sd.
- t 4 Average ofAustyacs-Deterwine the uversgeufull san>plea taken within the past year. aud rep<>rt butb
>uses and co>>cent>etio<>.
bce Inatructiuw lur tiuestu>n Vlw>tllregard to t>C/MS 5 posit pollutants.
- IH
k:It IIW(I2ttS.IU tltev. I2/tt7t V.
ANAI.YSISOI"EFFI.UEN'I'/IN'I'AKEQUALI'I'Y-INI)US'I'IIIAI.WAS'I'EWA'I'EIt lf""~
Q lateksHaaupbatspecify Lacetiunufssuaplet Nial)I.'S No aal)ur l'A (A(YsistingDischsrgi Q New Discharge ldescriLe Lssis for infurnastiun presented, ace page Q.b Instruct ieaas lur (iuehtaahaa VI POI.LUTAN'F aIIOUP C-S Sage-Neutral Fraction Orlanicaee Level (ltgii)
I. Dot<<a.
Ileao Level Ueeat
- f. RPA Method Number Used O. Level Present
<<at>>a a>>tlr Lavees>>>>t Vfhthp>>
Aaaelya>>>>
- i. Units
- c. lthfath>>a
>>r A>>Bra a,~
- 5. Ifyuu buve sny reuhu>> tu espect the pullutunt tia Le nurauadly pre>>ant in this Jlscb<<rge, checla the sppruprlute bluck ur describe <<notLer re<<sun.
laa>>p k>>pp li>>a>>
sr.
~i>>hh sa>>f>>e f>>hial>>a>>
at~~ c~wf~ ~~
~
rrmupa aaalh>>2 IY.hara>>i>>r i>>a>>af>>
W>>a>>p UIII 32II gill 37II kluursnthene Ilexschturubeaxsne lles schkprubutsdisaae Ilexsrhtur-ucyckapentsdie
Ilesschkaruethsae lndeno IIggcdt Pyrene Nsphthsleae Nitrolaergene IO IO IO IO IU IO IO IO IP
/0
/0 6>g
</p c.t7
/ppZg
( Ip (.(27 2-lp 4, 1
/Zd c 0
< t7 (IO clL7 c Ict t.l t 7 c )0 c 0 cl.L1 c I0 I.t I
Z5 c 0 (IL1 c.lp C lp (I LH a./0 CI,L/
4 25 C io 4
I I ciP C/0 cl.t1
<IP cl.t I
/Z5 C
I t1 (I0 IS laid 4IS 44II 46II N Nitro<<ed(.
iaethy4taiae N Nitroeodl.N-Propy4<<thte N.Nitroeodi-pheay4<<tine l,2,4 Traclaturubeaaxeaae IO IU IU
/0 25 Clo c.t7 </0 cLL7 2
C (LL1 CIO (l.t.1 C
c.1 CIO (.1 25 C 0 cit1 C I C 0 C. -I C/0 c/,L7 2
C 0 CII7 (ICE c/.L7 3 u Musanauaaa Daily Value ~ I(spurt the haghest deity value fruan the last year ufdsts. Pur caa>>a ate sean le, this value is the tet<>r uvcruge au>>ac>>trua>>>>a tuua>>l 2>> 4 2 aaalh haa illa II
>>rli pllrrliApilrllrrfli>>f ililfllllinpa2lf>>llrprri>>f.p>>~hl,rhfir I irlhr rill li 2 w.
Ihi I Jl I I
I 2
>>I'st la sst f"'rsLsuauples tuken uvcr tlae upa rstang taeurs ul the facilityduring u 24 hour2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> pera l.
3 L AVeruge ySCS - Deternaine the <<Verege ufSll SS>>aplea taken Within the peaht year, ua>>l r auth aaaeahe Sard ruaaae>>treos>>.
~ >>
bee l>>str fur(luestiu>> Vlwithregsrd tu(aC/MS6 peek pelluls>>t<<
tn
Klt IIWtl2gg.l0 tits. V$7t V.
hNWLYSISOh'EI'I"I.UEN'I'IIN'I'EKEQUhLI'I'Y-INI)US'I'RlhLWAS'I'EWh'I'EII E(
Q lutshe Scruple tepecify lucstiunufsstuplel NI'l)ES Nttml)ur I'A
~
g 2.
QEsiotiog Discharge N/A Q New Discharge {descriLe basis for infurrustiun presented, see pege 9.4 Instructions fur Queotiuu V)
F UThNT GRO CA Fstgtlcld illa4awa AcceplaNa IIelooilata Lovel Qes I. Oatoc.
ilaa Level Uassl 3, Level Present
~. etch assay Vstss
- 2. EPA 5ietbod S. S rocses ot Number asstr sss Used tr<<twh
~
tr<<4a
- 4. Units
~. Nsohlpsr dpr coo Aeslroto S. Ifyuu bsve sny reuourr tu espect tbe pullutunt tu Le nurntslly present in this discharge. check the sppruprlste blurt ur dleocribe snolher ressun.
Isw ethos lsrhr Sy 4Ws d
nrlhsr
~tops Srlprso sphetpl ~
ot<<srtsl fscrsrse, I'rddescc w<<sr pL' tptstsp I'rp<<sdr IP AMriu 2P Alpha BHC 3P Set>> BHC IO IO 4l'lsniuta BlIC IO 5P Delta SHC IO liP Chlordane 7P 4,4'DDT ttP 4.4.DDE ItP 4,4'l)DI)
.IOI'ieldria III'lpha Eadosulfan I2P Sets Kadosulfaa l3P Endusulfaa Sulfate I4l'ndrin l6P Endrin Aldehy*
ISP lleptschlur.
l7P Heptscblor Epuxide 25P Tussphene 25P DIOXIN;o 23,7P-Tctrachlorodihento P l)iusin IO IO IO IO IO IO IO IO IO IO IO IO IO 1 ifstrre Setout the highrot dsrty vslue frunh the isst year ufdsts. Pbr dprrp id t
h P
r th Perdu ri rdhdf iidrd s drdh <<PrePidd. P ~hl
.dh ~
i i,d
~
dhe,Si ii W i ht dpi i
~
hw,d ufst least four grsL osurples taken over lhe uprruling hours ufthe facilityduring s 24 hdpur penipd
- I 4
- Average ufAnalyses-Iletermine the avrrsge ufsll ssn>plea ta4n within the psst yesr. su J ra tpidr< tsuh rpleoo end runr<<utretiun.
See lnetru tiunsforllue tiunVIwithr g rdt trCJMS5 peskpollutente.
h<rslysis for Diosht is net rerlwred unleoo your rchipunse to Question VI.S indicates s nerd tu d p ouch testing.
'Jtt
Kit BWtl.2itg.lO tBev. I2/81t V.
ANALYSISOF El"l"LUENT/INTAKEQUALlTY-INl)USTRlhLWASTEWATER 6k Q Intake Baanpis tspscify locsuon ofssaaapls)
NVI)YSNtaat>l)a:r I'A
- Q7 32m QBxistiaag Discharge Q New Discharge tdescribe basis for infornastiun presented, sea psgs Ob Instructions fortlueatiun Vi POLLUThN'l'ROUP@
pCH'See Kbalasa Accoptab4 Dotoet4at Level IpgO 3
I. Detoc-t4as Lovel Used tp6iD L BPh Method Number Usoai
$. Lovel Present a Saas Deer S. Aeersce et Vates Aaalyees Nsrs
- e. Units
- d. Ifyou hove sny reoaa>n au aspect ths pollutant tubs nuranially present in tlais diacbsrgs, a:bsck the appropriate block aar dcacrlbs oaaothsr rsssun.
a)<laer suaslsaas
- c. yaeaaler er laaer AAOCea'sw aasaa.
aay.
aaashe Assay<
tasse Scca~
asedtsae aasaertsl Isaaweal rrecera Wsaer I'baca ISP PCB-I242 ISP PCB. I2f4 2ttP PCB-I22 I 2IP PCB I222 22P PCB I24l 22P IaC8-1260
<
(,83 a4 u9/2 Xhl r.oB (5 (.83 ig 8 (5 (,M cS (.83 ( C..83 ~ 5 a..&b t.08 (5 ( S3 (5 (.83 fooB (6 (.B3 c y (.53 GAS (5' 83
- c. E ( S3 lakes over tbs operating bours oftbe CscIHtyduringa 24 hour2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> perhd. Por gfihjti~>~this value is tbo aritbnaetic or Aow-weightcal total aaasss or svcrugs coaucnaraatiun feudal an u aeries ofat least fourgrab eanapbsa taken over lbe operating bours oftbe facilityduriaag a 2g boor period.
0 b Average ofhnolysee-Oeteranbae tbo average ofallessa pleo laken withinthe past year, and report both naaw and concentration.
Bse Instructions fsr Qussuou Vlwitbregard loOChN dpoak po0utanta,
KIIIIWII255.tli tksv. I$57t Nl'l)KSNtt>>li ur I'A OO W a3 2~
Q New Diechacge(describe basis fsc infocyuetisn pcsssutsd,sse pegs 9 L I>uucuct tons fuc Qwstiuu Vy V.
hNhLYSISOk'EI"I"LUENT/IN'I'hKEQUhLI'I'Y-INI)US'I'IIIhLWhSTEWh'I'EH sk Q latshe Sanypls Ispeccfy tucstisu ofaeuipley Q kiietiug Discharge POLLUThNT GROUP R Radloac4vlly s.aw-Aeaoglollo u~
Level lygO
- 2. kPA 4gothwl plwaler lJocul
- 3. WvolPresent
~.ttwOat vs4w
~. Atw+0%4 Aaslyseo
~A'IACQA uoH +~
ttwo
- i. Units
- c. Nsa&s C00 isolys4
- 4. Ifyuu Iyuvo suy rcuiuu ny srtycct lbe lynkutunt tcy Lc nuryuulty pr<<sunt iu it>is discharge choch lbu sppcuprtsts Lluch uc describe uuotLer roosun.
lssw ey lalaLs Qo ll4lo I'aa4eoaa
.Vms I'rwl<so I use tcwas lisao ualer4I leaiwao 4)Us~
sYavyws itw4aumvtty:
Ik III Alpha,Tolal gk l2I Seta, Total Available gOOIW-a5-008 N/A >.2.~ "j" pCj'4/g Jk l2) Rodiwa, Total tnOOIH-Z6-008 ik litkarla 22g, Total a ~-OO8 I13.
tulsa svsr the operating leuco oflbe facilitydwiag a 2ihow pwied. Ywgcydi~~ ttuo valwio tbe srubuastic ur Auw weighted tots 1 uls&uc svccsgv illluclll~ st oui tuuuJ yu u w) tcs ofel Iseet fowgcahmapiea laban over tho opwatiag bswa sflho facilitydwtug a 2i how pecisd.
g.h Average ofAaalyeoo-Detarotiao the average ofall<<yupteo lahen withintbs past yesr, aad re port both cuss'ud ouuaucatuyn.
Kit.t)Wtlggg.tt) IH 7)
V.
hNhLYSISOI"EFI"I.UEN'I'(IN'I'hKEQUhl.lTY-INI)US'I'IIlhLWhSTEWh'I'EII Q
Q lutkLeSeal pie lslaeaafy lecsliu<<ef wainpie)
Nial)ES Nul>>lac)A 9 l.5 2 n Yaisting Discharge 6(".
Q New Daschsrge ldescrabe basis fur iufuraus i)en presented, see pkge Sb l<<st rue)ious fur tluestauia VI O.OI o5'ft44 Q. LEVELVIIESEN'I'-
3.
UNI'I'8 ala Ceseestrsaes INtteae III<e<ec>>sar su>>e I. POLLUThNT
~. Igsa4uum MDay Value glIOUph I.Saalaaoa DallyVah)oe (ifsvaOaNo)ee
- c. IklugTerua Avga. Value llfavailable)ass II < a.<rear<sar su>><a d.
No. ol Analyset (oncen-tlation
- 3. IPA llolhad N~har Usod
- 4. Uuits
- 4. A~sos al
- ss>ross
- c. >>smlsee
- 6. Ifyuu hwve sny r<<svun twcspect the pwllutwwttube nwrnhwllypresent ln this Jlschsrge, check tbe sppruprlsle bluck or describe another ressww.
- l. Detec-L EPh Mlalsa~
- s. Ilsc a>>ay Vauaas k A assess>>
- 4. Units
- c. Nsasla>>c
- 5. Ifyuu have uwy reusuw lu especl lhs puttutuwt lu Le nurmstty present in ibis discharge, check lhe sppruprlste Lluck ur Ilescribe uwulher reusuw.
- l 4 hversge ofhnstyses. Dclcru)iue the average ufullsun)plea taken withinlhe psst year, swd repurl bulb n)asssnd cuncewlreliun.
- c. I4)og Teria Avgs. Value OfavsBsLL))aaa d.
- b. Mass I))Casaas)caaas aa) S)aca IIICaoacualg Sudra ISI etage alg uasacaalgsus>>h IC 2f.h Biud)eu)ical Osygen De)>>and, SOD Che)nicalOaygen Den)snd, COD Tutsl Organic Carhun, TOC
- 7. Lab
- o. Units C. l4aLss sssw
- 5. Ifyou have any ress>>>> tu expect the pollutant tube nor>Nally prese>>t i>> this Jiy ehsrge, check the sppruprlste block ur describe snutherressun.
- 53. 2
- c. "
- 1. POLLUThNT GROUP h hb4sbuua&Day Valw c.l~g Terat hvge. Vstw
- b. Mass ItICeseestrettee Ialiteve IIICvecveuvuve Isl etvvv II>ovvcvv>>vuvv 2I IliudleuticslOsygea De>>tend, BOD Cbaaical Osygea Delusad, COD Total Organic Carbun, TOC.
- l. Dotoo-u Level K IPA ldotbod Nutbar Qwd
- a. lsscsassI Vslss leslysss
- i. Unitaa
- c. Iaaaa4aa
- 5. Ifyou have aany reaasaaaa Iaa ee pect Ibe pollutunt lu Le nornaaally present in ILisdiecherge, check Ilae appropriate bluck uratescribe aaaaother rcaaeun.
- 2. LEVELPHESEN'f 3.
- b. lgsabs<uw IgDay Valw ggOVp h I.M<<ttlttasa DaQy Valw ilf<<vedi<<bi<<le luCesceeustlos Wilccc
- c. Iouug Terw Avgs. Value (ifsv<<II<<LLI)gee IIiuwcue<2 rgusr<g d.'o.ot Analyses a.
- b. Mass IC o+
- 5. l I"Ct I"Cl IIC I2C Tealpar<<tule sunuuet LI. l Ml<<t<<<>>a Ilch4les Vglssg Vs<los ~
- >ill>>Pullhull<lli>><>>>>SScg<ul<uil<'>>>>ll<lllull
KH IIWti288.10 tHev. I$$7t V.
hNhLYSISOF FFFLUENT/INThKk:QUhLITY-INDUSTIIlhLWhS'I'k'Wh'I'EII
.r ~
o
~
~
NPl)ES Nutnl)ur iyA ') 1 32-v QEsisting Discharge Q New Discharge IDescribe beaia for inferuuLtiuu presented, Lee peg e 9.4 Instr wtiuns fur Quesuun Vt POLLUThNT
'IIOUI S l val
- l. Qotoe-K RPA Qaocl Nua her fIIIS llwti a Ltac naar VaLra
- e. Units
- c. ltaaLcc AAcca Aaalyclc RaV Waaa Ry laCala lacer=
- 5. Ifyou have uny reuacuc tu espect ihe pullutuui tu be nurcuelly present iu tlcis dilchsrge. check the
- 45. I zoo 48
- pellets **liquid 1-Methyl-3-phenyl-5-[3-(trifluoromethyl ) phenyl j-4(lH)-
- fungal, and algal slimes in recirculating and once-through cooling
- systems, influent systems for cooling, and auxiliary water and wastewater systems.
- However, by treating a portion of the system, the concentration of the product in the plant effluent can be greatly reduced.
- Perimeter treatment (circumference is 3325 ft x 60 ft out from shoreline
- Additional information available from the Pennsylvania Power and Light
- Company, Nuclear Services-Environmental and Chemistry Group.
- Additional information available from the Pennsylvania Power and Light
- Company, Nuclear Services-Environmental and Chemistry Group.
- Additional information available from the Pennsylvania Power and Light
- Company, Nuclear Services-Environmental and Chemistry Group.
- Additional information available from the Pennsylvania Power and Light
- Company, Nuclear Services-Environmental and Chemistry Group.
- Additional information avai,lable from the Pennsylvania Power and Light
- Company, Nuclear Services-Environmental and Chemistry Group.
- -:ennizan
- lone Form 0&A 2O
- EP1COR, 1NC.
- Company, Nuclear Services-Environmental and Chetoistry Group.
- Additional information available from the Pennsylvania Power and Light
- Company, Nuclear Services-Environmental and Chemistry Group.
- Additional information available from the Pennsylvania Power and Light
- Company, Nuclear Services-Environmental and Chemistry Group.
- l. Name ofTable 4 Substance Outfall Quaatily Yrequeacy Dura)iua hmount Per Outfall
- 2. Origin end Source
- 3. 'l'reutn)ent t'rovided a
- 2. AFFECTED OLTFAI.LS CONDITION.AGREEMENT, ETC.
- b. soane ot o4clurge
- 3. BRIEF DESCRIPTION OF PROJECT
- 4. FINAL OMPLIANC DATE B.
- 10C, 11C,
- 12C, 14C Phone( 717
- Berwick, PA 18603 Types ofAsslyses Performed: ~11 11C 12C 14 Plmsef~yly 542
- Berwick, PA 18603 Phone( 71/
- 120,
- 159, 160.
- 244, 245.
- 260, 261.
- 282, 283.