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 INFORMATIOiT DISFRIBUTISYSTEM (RIDS)
ACCESSION NBR 8911130217 DOC.DATE: 89/06/23 NOTARIZED: NO DOCKET FACIL:50-;38'I":t Susquehanna Steam Electric Station, Unit 1, Pennsylva 05000387 50-388 Sup~quehanna Steam Electric Station, Unit 2, Pennsylva 05000388 AUTH.,NAME~-- AUTHOR~-A'FF ILIATION FIELDSFJ.S. Pennsylvania Power 6 Light Co.
RECIP.NAME RECIPIENT AFFILIATION PAWLUSH,L.A. Pennsylvania, Commonwealth of
SUBJECT:
Application for NPDES Permit PA0047325. R DISTRIBUTION CODE: C001D COPIES RECEIVED:LTR TITLE: Licensing Submittal: Environmental Rept Amdt 4 ENCL 0
SIZE:
elated Correspondence I
D NOTES:LPDR 1 cy Transcripts. 05000387 LPDR 1 cy Transcripts. 05000388 S RECIPIENT COPIES RECIPIENT COPIES ID CODE/NAME LTTR ENCL 7D CODE/NAME LTTR ENCL h PD1-2 LA 3 3 PD1-2 PD 1 1 THADANIFM 1 1 INTERNAL: ACRS 6 6 AEOD/DSP/TPAB 1 1 NRR/DEST/SGB 8D 1 1 NRR/DREP/RPB 10 2 2 NUDOCS-ABSTRACT 1 1 OC 1 0 OGC/HDS2 RGN1 DRSS/RPB 1
1 0
1
~IL Ol 1 1 EXTERNAL: EGGG SIMPSONFF 2 2 LPDR 1 1 NRC PDR 1 1 NSIC 1 1 NOTES: 2 2 R
I h
TOTAL NUMBER OF COPIES REQUIRED: LTTR 27 ENCL 25
Pennsylvania Power & Light Company Two North Ninth Street ~ Allentown, PA 18101 ~ 215/ 770.5151 June 23, 1989 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 SUSQUEHANNA STEAM ELECTRIC STATION APPLICATION FOR NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT PERMIT NO. PA 0047325 CCN 741326 FILE R9-8A 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
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CR.Bh'Q-288.10 (Rev. 12/87l
~-~p ggyjy9aS/P NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM (NP DES)
Application for NPDES Permit New and Existing Industrial Dischargers Applicant Name: Pennsylvania Power and Light Company N arne of Facility: Sus uehanna Steam E1ectric Station NPDES Number. PA 0047325 (ifknown)
Facility Location: Salem Township Luzerne (municipality) (county)
Date of Submittal: June 23, 1989 Pennsylvania Department of Environmental Resources Bureau of Water Quality Management
PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL RESOURCES R EGIONAL OFF IC ES
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PENVSYLVA. llh DEpARTMENT OF ENViRON ~ RONMENTAL RESOURCE 3/i/38 UREAU OF WATER QUALlTY MANAGEMENT RKC/04 SKCTiON CHiEFS Norristown Regional Office 3oseph A. Feoia fames Ncwbold (Permits)
Regional Water Quality Manager 3oseph A. Feola (Acting} (Operationsl
)S75 New Hope Street Charles Rehm, 3r. (Piannin )
Norristown, PA l9401 Ron Furian Tel.: (215) 270-1975 Nets 8-354-1975 Leon Gonshor - REGlONAL DlRECTOR Ans. Ser.: (215) 270-1900 TeLs (215) 270-1923 8 354 1923 Wilkes-Barre Regional Of fice Lawrence A. Pawiush Paul Swerdon Regional Water Quality Manager Ron Bretinski ~
90 East Union Street - 2nd Floor Paul R. Fosko Wilkes-Barre, Ph 18701 Tel.s (717) 826-2553 Edward R. Shoener - REGlONAL DlRECTOR Nets 8-42f -25 5 3 TeLs (717) 826-2512 Ans. Ser.s (71/) 826-2511 ~25-2512 Harrisburg Regional Office Leon M. Oberdick Edward J. Corriveau (Permits 4 Grants)
Regional Water Quality Manager lames T. Flesher (Operations)
One Ararat Boulevard Roger Musselman (Planning)
Harrisb~ Ph 17110 TeLs (7'l7) 6f7-4590 Jetty Hoper - REGlOHN. NRKCTOR Nets 8 471 4590 TeLs (717) 657-45gg hns. Ser.s (717) 657-4590 8-471-45 gg Williamsport Regional Office William P. Parsons Rich Adams (Permits Ec Grants)
Reglcnal Mater Quality Manager Daniel Alters (Operations) 200 Pine Street David Aldenderfer (Planning)
Wlliam~ PA 17701 TeLs (717) 327-3670 Nark h RoUer>> REGIONAL fMRKCTOR Nets 8-46f-3670 TeLs (71?) 327-3695 hns. Ser '717) 327-3696 ~5-3695 .
Pittsburgh Regional Office Hugh Y. Archer 3ohn Morton (Permits)
Regiaul %'ater Quality Manager (Vacant) (~tions)
Highland Building (Vacant) (Planning)
Quality 121 South Higfsland Mall Tlm Dreier (Grants)
Pittsbur~ PA 15206 TeLs (412) 645 7100 Cbaries Durltsa - ACTlNC REClONAL DGtECTOR Nets ~5-7100 TeLs (012) 605-7100 hns Ser.s (412) 645-7100 ~5-7100 Meadvtlle Regional Office Peter h. Yeager David E. Milhous. (Permits 4 Grants)
Regional Rater Manager Villiam Cart McCarthy m E. M (Operations) 1012 %'ater Street con E.a.ester (Planning)
Meadville, PA 16335 Tei.s (ai4) 724-8550 Richard H Xha - IECKNALNRECTOR Nets 8-673-6960 TeLs (g11) 724g557 Ans. Ser. (814) 724-8557 NOTEs tn the event no contact Resources'mergency w'vironmental 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 f,days.
1 days
NEW AND EXISTING INDUSTRIAL WASTEWATER DISCHARGERS GENERAL INSTRUCTIONS FOR NPDES PERMIT APPLICANTS
- 1. Who Must Apply for NPDES Permits Persons who operate facilities or activities which discharge pollutants into surface waters of the Commonwealth (including intermittently-flowing streams and drainage channels). Pursuant to EPA regulations 40 CFR 122.21, when a facility or 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 with other types of wastewater discharges, to surface waters of the 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 limitation guideline (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 of all application materials should be submitted to the DER Regional OfHce which includes the county in which the facility is located. m t notary An a~dditi na i set of a ppiiratie n materiais shouid he suhmit ted for diss hat gers tooatai in Erie County or within the 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 of disciple ifyou are a new facility.
- 5. ApplkitfonFee The required application fee of $ 500.00, payable to "Commonwealth of Pennsylvania," must accompany the application. The check should not be more than 10 days old.
- 6. Publk Hotf%atfonof Permit Applkatfon and fubacAccessto Applkatfon Inibrmatfon a.
o~n~wg NPDES permit to give written notice to ' 'n NotUication of Municipality and County - Act 14, which amended the Commonwealth's the facility is locateL The written notices shall be received by the municipalities and counties ggggg thirty (30) days before DER may issue or deny the permit.
which
KR 8WQ 288. )0 t Rev. l2!8".>
GEi (ERAi li4STRUCTfONS (continued)
Submit with your application:
(1) A copy of your correspondence notifying your intentions to the municipality(ies) and the 4
county(ies) in which the permitted activity willoccur.
(2) Evidence that the municipality(ies) and county(ies) have received your notification.
Acceptable forms of this evidence include, certified mail receipt: or written acknowledgement of the notification from the municipality(ies) and county(ies).
Failure to provide a copy of your notification correspondence and evidence of municipal and county receipt of your notification with the application willdelay processing of your 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 of the industrial discharge, public natice of intent to discharge is required by Section 3K of the Pennsylvania Clean Stream Law. The applicant is required to publish notice of intent to apply for a hh(P DES permit in a newspaper of general circulation in the county where the discharging facility is located. The notice must be published once-a-week during four consecutive weeks. Acceptable evidence, of publicatian is a notarize copy of the notice and statement of publication dates, or separate clippings of each notice with date 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
' licat'o Manager an n after n w The notice should be located at or near the top ofa right-hand page, as far forward as possible in the Brat section of the newspaper. The notice shouM appear as a "display" tyye advertisement. Whenever possible, it should 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 NOT claim cordhhnUal any information ggg~by this form, whether the information is reporte on the form or 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 of confidentiality at the time of submitting the information, the Department may make the information public without further notice to you.
Claims of confidentiality 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 of the form. Supplemental instructions to those questions are on the left hand pages for your convenience. Enter the NPDES number (ifknown) for the facility onto the upper right corner of each 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 fit the circumstances or characteristics of your facility or 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 of these separate sheets.
- 8. Application Submittal Checklist Page iv consists of a listing of items to be submitted as part of this application, along with a listing of questions included as part of the 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)
APPLICATIONSUBMITTALCHECKLIST
~Pa e Included? Item X Three (3) copies of application package submitted?
One (1) copy of application notarized?
Application Fee?
- N Proper evidence of Act 14 municipality, county notification?
Proof of local newspaper public notice?
PHYSICAL LOCATION AND GENERAL INFORMATIOiV X A. Name of Facility B. Facility Location C. Facility Operator and Ownership Information D. SIC Codes E. General Description and Nature of Business 2 F. Topographic Map G. Outfall Location H. Preparedness, Prevention, and Contingency (PPC) Planning 3 X I. Line Drawing 4 X J. Site Plan and Stormwater Runoff N ~NA H, NEW SOURCE DETERMINATION X 111. OUTFALLS AND ASSOCIATED WASTEWATER TREATME VT TECHNOLOGIES 7 X IV. SOURCES OF WASTEWATER CONTRIBUTINGTO OUTFALL X A. Process Wastewater N B. Other Wastewater C. Other Wastewater 8 D. Total Process, Miscellaneous, NCCW, and Sanitary Wastewater 8 E. Stormwater Runoff 10 V. ANALYSISOF EFFLUENT QUALITY INFORMATIONAND ANALYSISOF EFFLUENT QUALITYFOR OTHER POTENTIALLYTOXIC POLLUTANTS KNOWN OR EXPECTED TO BE PRESENT IN THE DISCHARGE 24 N/A VII HAZARDOUS SUBSTANCE SPILL REPORTING REQUIREMENT EXEMPTION 25 N/A VHI ANTICIPATEDENVIRONMENTALPROTECTION IMPROVEMENTS 26 N/A BIOLOGICALTOXICITYTEST DATA X X. CONTRACTED ANALYTICALASSISTANCE X
27 XI OTHER INFORMATION X
28 XII CERTIFICATION AND SIGNATURE 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 SSES S. H. Cantone A2-4 ~
R. L. Doty A9-3 K. E. Shank A9-3
,C. H. Saxton A9-3 G. A. Shields A9-3 C. E. Burke SSES H. D. Moodeshick Special Office D. F. Roth 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 will prevent 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 8. Addressee's Address (OWL Y (j X requerrcd and fee pa(dJ I
B. Signature X
- 7. Data of c'r. ~
PS Form 3811, ~ 1 e NALRO. tan.1 7Naa 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, PENNSYLVANIA 18603: (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 for Treatment i:nits Table 2.- Testing Requirements for Toxic Pollutants by fndustrial Category Table 3- Reportable Quantities of Hazardous 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 of the facility which is the sourcer eoof thee dischar isc arge.e. Donot use a colloquial name.
\
B. Give the address or location of the facility identified in A. Ifthe facility lacks a street name or route number, give the most accurate alternative geographic information ti.e., intersection of Rts 45 and 144).
C. Give the name, as it is legally referred to, of the person firmirm, puubl'ic organaation, or any o erentitywhichoperatesthefacilitydescribedinthisapplh's app ication. is may or may not t e same name as the facility name in A above. The operator of the facility is 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 facility also n
~own i, it, b ymar markin ing th e appropriate box.
Check the appropriate box to indicate the legal status of the operator of the facility.
Indicate "public" for a facility solely owned by local government(s) such as & cl'ty, towll, Enter the telephone number and address of the operator identified.
D. List. in descending order of significance; the fourAigitstandard industrial classification (SIC) codes which best describe your facility in terms of the in i l ucts or services r uc or rovide. Also, specify each SlC classification in ~ords.
A listing of common industrial SlC codes is available with this form and is based on the "Standard Industrial ClassiQcation Manual" prepared byy thee E xecutive ti CHf'ice ofthe i en, Of6ceof President, me t and Budget, available from the Government Printing ce o Management Office.
E. Use this 'pace to further describe the nature of your business (e.g. produ c ts p rod uc,or ed services provided).
KR.BWQ.988,10 i Rev. )2J87>
APPLICATION FOR OISCHARGE PERMIT IS; 4PDES i(umber PA 0047325
.'ICE ICÃIWAL btOD!F'.CAT;QN X
I. PHYSICAL LOCATION AND GENERAL INFORMATION A. 4ameof Facility Sus uehanna Steam Electric Station P.O. Box 467 B. Facility Location I Street)
City or Town Berwick Zip Code 18603 County Luzerne 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 City or Town Allentown Pennsylvania Zip Code D. SIC Codes CorrespondingSIC Description
~1 4Q 11 Electrical i es
~2 3~
~4 E. General Description and Nature of Business 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 of the area extending at (east to one mile beyond the property boundaries of the facility which clearly show the following:
The legal boundaries of the facility.
The location and serial number of each of your 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 flow occurs.
Allsprings and surface ~ater bodies in the area, plus all drinking water wells within I/O mile of the facility which 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 facility for 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 of the current, and show directions of ebb and flow tides in tidal waters. Use a U.S.G.S. 7- 1/2 minute series map G. <$ / Figure
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CI 1a14 ~ r llv CONTOUR INTERVAI. 20 FEET NATIONAL crTOOETIC VERTICAL OATUM OF lattltude tongitude 9% r 4l< 3'0 76 r
10'0" -
NMr rr 76 l929 Il 07'0" 6'0" 1
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.
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Figure 3
ER BWQ 288.lo ~f4', l2l87)
NPDES Number PA 0047325 F. AttachTopographic Map. See instructions. See Figures 1, 2, and 3.
G. Outfall Location: For each outfall, list the latitude and longitude of its location to the nearest 15 seconds and the name of the receiving water.
OCTF Ald. I.ATITU DE LO'AGITUDE NUMBER RECEIVING O'ATE R (JVeme)
(IW I. oco. s. %IN. L sec. l. 0!o. t. xN. 2 sec 070 41 5 15 76 8 45 Lake Took-a-while 071 41 5 30 76 7 45 Susquehanna River 072 41 5 30 76 8 45 Lake Took-a-while 073 41 5 30 76 8 "45 Lake Took-a-while 074 41 5 30 76 8 45 Lake Took-a-while 075 41 5 30 76 8 45 Lake Took-a-while 077 41 5 30 76 8 45 'Lake Took-a-while 078 41 5 30 76 8 45 Lake Took-a-while 079 41 5 30 76 8 45 Susquehanna River 080 41 5 30 76 8 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 of Approval g No,(attach2copiashrre~andapprovai) (2 copiea are attached)
The PPC plan has previously been submitted to the Department.
Does ths facility have 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, identify and 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 L sing the space provided (or using attached material) show a line drawing which illustrates the flow of water and wastewater through the facility. The line drawing should show generallv the route taken by water in your facility from intake to discharge. Show all sources of intake 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 of water 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 of the nature and amount of the sources of water and wastewater.
An example of an acceptable line drawing and water balance appears in Figure l below.
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lNSTRUC71ONS FOR COMPGETtÃQ FORM J. Site P'lan and Stormwatet Runoff (SWROI
(: sing the space provided, or an attachment, provide a copy of your ficiBty's site plan which delineates pro petty boundaries, buildingareas, paved and unpaved areas which contribute stormwater runoff from the factlitv
'nformation developed for the facility PPC 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 ll SERO.
- 2. indicate by appropriate markings and symbola, the location of¹ormeatet draldlLge tnlets, outlets, and associated drainage pipes or chant+le.
- 3. Show the locations of outfalls 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 of this hem.
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(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, facility or installation from which there is, or may be, a "discharge ot poI(uranus,'pe "construction" of which commenced:
AA r romul tion of standards of performance for new sources under Section 306 of the Clean Water Act which are applicable to such source: ~
applicaole to such source, their proposal.
~i~ if the standards are promulgated within 120 days o f (2) The following activities result in a "new source":
(i) "Construction" of source on a site where no other source(s) is located: gg (ii) "Construction" of a source on a site where an existing source is located, ifthe process or production equipment which causes the discharge of pollutants from the existing source is totally replaced by this construction, ~
(iii) "Construction" of a source whose processes are substantially iadependent of an 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 of paragraphs 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.%,
commenced ifthe owner or operator has g~gg "peg+g of a new source has (i) Begun, or caused to begin as part of a 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 withia a reasonable time. ~M: Options to purchase ot contracts which can 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.
"FaciHQM or equipmeat - buildings, sttuctutes, process or production equipmeat or machinery which form a permmwnt part of the new'ource aad which wiH be used in its operation, ifthese faciHQes or equipmeat are ofsuch value as to represent a substantial commitmeat to construct. lt excludes faciHties or equipmeat used la cotmection with feasibiHty. engineeriag, aad design studies re~ling the source or watet pollutioa treatment for the source.
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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 for outfalls 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" Faciliti Causin Dischar ~Outlall(s 9/12/75 10/18/76 Ca t weavin and d ein 001 002 If"construction" began on different dates for facilities 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.
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ER Bv/Q 288. l0 (Res. t2/87)
VPDES. <umber PA 0047325 IIL OUTFALLS AND ASSOCIATED WASTEWATER TREATMENTTECHNOLOGIES Treatment Treatment Method for Handling and Oisposal Handling Outfall Treatment Ualc Descripdon Unit Code Unic Design of Solid or Liquid Residue and Number (Ilsc ln sequence) )See Flp Rate Resulting from Treatment ilisc in sequence)
Oisposal Table l) )10 ga)/day) Code 070 Discharge to Surface 4A Rain Not Applicable Water De endent 071 Sedimentation 1U 20 Landfill Dechlorination 20 Not A licable Discharge to Surface 4A 20 Not Applicable Water 171 Diatomaceous Earth 1C 0.28 Radioactive Waste 5Q Filtration Landfill Ion Exchange 2J 0. 28 Radioactive Waste 5Q Landfill Neutral i zati on 2K 0.28 Not A licable Evaporation 1F 0. 28 Radioactive Waste 5Q Landfill Microstraining 1N 0.002 Radioactive Waste 5Q Landfill 271 No Treatment XX 0.05 Not A licable Neutral ization 2K 0.04 Not A licable 471 Movin Bed Filter 1P 0.072 Landfill 571 Oil I) Grease Removal 4H 0.002 Reuse or Sale 4E 072 Oil 8 Grease Removal 4H 0.023 Reuse or Sale 4E Oi scharge to Surface 4A 0. 023 Not Applicable Water via Storm Drains 073 Oil It Grease Removal 4H 0. 018 Reuse or Sale 4E Discharge to Surface 4A 0.018 Not Applicable Water via Storm Drains 074 Oil 8 Grease Removal 4H 0. 018 Reuse or Sale 4E Discharge to Surface 4A 0.018 Not Applicable Water via Storm Drains 075 Discharge to Surface Rain Not Applicable Water De endent 077 Discharge to Surface 4A 0.024 Not Applicable Water via Storm Drains 078 Discharge to Surface 4A 0. 019 Not Applicable Water via Storm Drains
KR BNQ 288.10 <Rev. 1287)
INSTRUCTIONS FOR COMPLETING FORM IV. SOURCES OF WASTEWATER CONTRIBUTINGTO OUTFALLS Existing Dischargers - Complete a separate Question IV for ~eoutfalL New Dischargers - Complete a separate Question IV for ~outfall for ~ year of the firs three (3) years of operation, (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 of process 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 of discharge which is covered by an effluent limitation guideline (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 from fiber processing and dyeing.
- 2. All ELG's promulgated or proposed by EPA are published in the Federal Register, and are published annually in the Code of Federal 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 of possible (but unconfirmed) future production increases. To obtain alternative efHuent limits based 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 of the upcoming permit.
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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 of TSS per l,000 lbs of product" 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. OUTFALLS AND ASSOCIATED WASTEWATER TREATMENTTECHNOLOGIES Treatment Treatmenc Method for Handling and Disposal Handling Outfall Treatment Unit Description '
'Unit Code Unic Design of Solid or Liquid Residue and
.'lumber list in sequence) i See Fig w Race Resulting from Treatmenc Disposal Table l) <l0 gaUday) i list in sequence) Code 079 Grindin (Comminutors) 1L 0.08 Not A licable Screenin 1T 0.08 Landfi 1 1 E uilization 1Y 0.08 Not A licable Pre-aeration 3E 0.08 Not A 1icable Activated Slud e 3A 0.08 Land A lication 5p Neutralization 2K 0.08 Not A licable Disinfection Chlorine) 2F 0.08 Not A 1 i cabl e Discharge to Surface 4A 0.08 Not Applicable Water 080 Discharge to Surface 4A Rain Not Applicable Water De endent ER 8WQ-288.10 (Rev. t2I87)
INSTRUCTIONS FOR COMPLETING FORM IV. SOURCES OF WASTEWATER CONTRIBUTINGTO OUTFALLS Existing Dischargers - Complete a separate Question IV for each outfall.
New Dischargers - Complete a separate Question IV for e~ah outfall for each year'of the first three (3) years of operation, (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 of process 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 of discharge which is covered by an eHluent limitation guideline (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 from fiber processing and dyeing.
- 2. All ELG's promulgated or propoud by EPA are published in the Federal Register, and are published annually in the Code of Federal 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 process. Do ~n report maximum ~
'm m m l ri production rates.
rod ti n activit for the production records and are ~n to be based simply on the facility's maximum production capabilities, nor on estimates of possible (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 for an increase in actualqroduction during the duration of the upcoming permit.
Id I U expected'roduction during the first three (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 of product" the information should appear as the following ~III~ shows:
wM rial 1,000 lbs carpet material
- 4. As with production information, the information reported on discharge rates and volumes must be based on actual facility records, 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 ADDITIONAL OUTFALL 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 Concentration 'n Circulating Vater (Cooling Tower Blowaown-Chemical Use Outfall 071
~Ran e Maximum Acrylate Dispersant 2-3 ppm 5.0 ppm Copolymer Active Acrylate Phosphonic Acid Alternate (HEDP) Scale Inhibitor 0.5-1.0 ppm 1.5 ppm (used only when HEDP acid injection system is out-of-service)
Methylbenzo- Copper 1.2-1.8 ppm, 2.5 ppm triazole Corrosion Active Methyl-Inhibitor benzotriazole Zinc Carbon Steel 0.5-0.8 ppm 1.0 ppm Corrosion Active Zinc Inhibitor 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 SYSTEM No. OF SYSTEMS VOLUME (gal)
Units 1 & 2 Reactor Bldg ~ 4, 300 Closed Cooling Water Units 1- & 2 Turbine Bldg. Closed 1>lcO Cooling Water Units 1 & 2 and Common Gaseous 3,100 Radwaste Recombiner Closed Cooling Water Unit 1 & 2 Reactor Bldg. 4,750 Chilled Water Unit 1 & 2 Turbine Bldg. 6,200 Chilled Water Control Structure 15200 Chilled Water Radwaste Bldg. 860 Chilled Water 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 1987 Gallons 74 TOTAL DISCHARGE 5,283,250 Liquid Radwaste 5,215,639 98.7 Laundry/Mise. Waste 65,611 1.3 1988 Gallons TOTAL DISCHARGE 3,551,877 Liquid Radwaste 3,498,479 98.5 Laundry/Misc. Waste 53,398 1.5 1989 Gallons TOTAL DISCHARGE (Jan-April) 957,996 Liquid Radwaste 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?
rue Long-Tenn Average Rspresentatcve Monthly Discharge Rate < units l 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 Representative Monthly Discharge Rata i Discharge I ls<e ~ ~ ~ ~ ~ ~ ~ ~ ~ ~iunita Rate
~ ~ ~ ~ ~ ~ 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 lug<
Long-Term Average Monthly Discharge Race i Reycmeacaciva Discharge Rata luaita . I lammmmmmmmw mmmm' m A
< unlta (Notec Estimate Type II SKtO) 10 Year 10.yr. 24kr.
ihilhilQudme ru X 0~ Calloaa 4.7 5.55x105 Yila X d.d1 1.46xl07 Col)one Acrea X 2T.ld21 Gallons KR.BWQ 388.lo Rev l"'87>
fNSTRUCTIONS FOR COMPLETlNG FORM V. ANALYSiS OF EFFLUENT QUALiTY General instructions All Dischargers 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 of Question 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 of this question must therefore be representative of normal 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 of the present discharge.
II materials, manufacturing processes or final products, and wastewater treatment processes.
Reporting ENuent Quality 1.
two or more substantially identical outfalls, you may request permission to sample and analyze only one outfall and to submit the results of the 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 T stin
~l~gi~o associated with this application package.
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 of detection ygg~l
~gf t~ those listed on Question V. This wi11 minimize the potential for establishing 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 of Pollutants Under the Clean%ater Act."
- 2. Reporting Intake Valor Quality Although Question V ia deagnad primarily for reporting 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 Ihg, "net" eEuant limitations in order to demonstrate compliance with BCT/BhT requirements. You may also h
l't'i want to sample intake ~ater quality to assist in explaining the preaeace of pollutants in once-through cooling I 4' 8 dhd .Ih5RU '
~ 9L-
KR BWQ.288.lo iRev. l2!8 ~ 3 NPDES Number PA 0047325 IV. SOURCES OF WASTEWATER CONTRIBUTING TO OUTFALL NUMBER 071
- 1. Describe process and type of wastewater Cooling Tower Blowdown, Spray. Pond
- 2. Applicable EPA EfHuent Limitation Guideline: 40 CFR 423 Category/Subcategory Steam Electric Power Representative Monthly Production Rate (1988)
Of Product Month When Maximum
~oaauo Units of Measure lor raw dnaterlal used) Production Occurs
- 1. 19x106 mwh (net) electricity December
- 4. Discharge Occurs: 24 eoaidayt 7 dayoaoic 365 daysyu l2 uoauuyyo During which months? All months o
/&I Long. Term hve rage Representative Monthly Di ~ate 8 4 g~c I Discharge Rate L m m m m m m m m m munits <
~
mm ~ m ~ ~
. I i;
me!
(1988)
Maximum Daily (Note: See Section III for listing O~~R te of internal discharges.)
(1988)
ProcessWas water No. Not A licable
- 1. Describe process and type of wastewater:
- 2. Applicable EPA EQIuent Limitation Guideline: 40 CFR Category/Subcategory
- 3. Representative Monthly Production Rate Of Product Month When Maximum o o Ioaolo
- 4. Diasharge Oeeura: eraalary dayoreys 'dayalyu uaauuiyr During which monde' foal Long-Term hverage preeenotative Xoathly l Re . I Discharge Rate L ~ ~ ~Rate Discharge
~ ~ ~ ~ ~ ~ ~(unite ~~~~~~ 3; 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 of any sanitary wastewater, non-contact cooling water, or miscellaneous wastewater being discharged through the outfall. "Miscellaneous various ~non. recess discharges from sources such as: iii biowdown from boilers or cooling wats~
Wastewater'ncludes 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 of the 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 runoff areas). Use ~gi re 3 tocaieuiate a total volume, in gaiions, of stormwater 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 AOe hen 3.9 Armscro 3.9 Beaver 3.8 Bedford 4.5 Berks 4.9 Blair 4.3 Bradford 42 Buck 5.0 Butler 3.8 Comb ria 42 Cameroa 4.0 Carbon 4.8 Centre 4.3 Chester 5.0 Clarion 3.7 Clearfle(d 4.0'llatoa 4.2 Columbia 4.8 Crawford 3.8 Cumberland 4.7 Dau hin 4.8 Delaware 3.9 3.8 Fa ecto 4. l Forest 3.8 Fulcoa 4.8 Greene 3S Huacia on 4.8 ladiaaa 4.0 Jefferson 3.9 Juaiaca 43 Lackawaaaa 5.0 Lawrence 3.7 Lob aaoa 4.8 4.9 Luserne 4.7 43 3.9 Mercer 3.7 4.4 4.$
me 5.0 Moacour 4Jl Northam coa 4.9 Noethumberlaad 4.8 Pe 4.8 Philadel hia 5.0 POce 4.9 Potter 4.0 Schu IkOI 4.7 Sa r 45 Somerset Sullivan 44 Tlo 4.2 Ualoa 4.4 Ve 3,7 Warren 3.$ 3.9 Vh ~ 4.7 Westmoreiaad 4.0 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 Dug(ng which months?t>> Can occur in all months, dependent on parking lot runoff.
Long-Term Average Representauve Monthly Discharge Rate 0. 0105 (units MGD l Discharge Rate (units 1
Maximum Daily Discharge Rate 0 ~ 0 1 0 5 ( units MGD Not Applicable
- 1. Source(s):
- 2. Discharge Occurs: nrmday: daysycu daystyu mnnuuyyr During which months?
Psl Loag Term hverage Representative Moathly Discharge Rate l Discharge Rate
~
(unite I;. 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.
furs Loop T h erage p plp5 MGD g Representative Moathly I
'iecharge .
l:
Lass ~ ~ ~Rate~ ~ ~ ~ ~ ~ ~(ualca ~~~~~~W in Xaximum Daily Diaclgarle Rate 0 ~ 0105 (units MGD Not Applicable 10.Year 10-yr. 2ikr.
EaiahlL<<ashml FP X '.B23 Yds X 5.B1 Acres X 2T.1521 Gallons
- 1988 data KR BWQ '288.(0 Rev t't.87)
INSTRUCTIONS FOR COMPLETING FORM V. ANALYSIS OF EFFLUENT, QUALITY General Instructions All Dischargers 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 of Question V is to develop as clear a picture as possible concerning the chemical constituents wastewater being discharged or expected to be discharged. Information gathered in support of this o('he question must therefore be representative of normal 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 of the 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 of the analysis for*the other substantially identical outfall (this may be particularly applicable where more than one outfall discharges Type I stormwater runoff from 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 with this 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 of detection g~gll to~or
~tter than those tisnnt on Question V. This willminimise the pomnthtl for establishing a targe number of effluent limits and/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 of Pollutants Under the Clean Water Act."
- 2. Reporting Intake Water Quality Although Question V is designed primarily for reporting
~in
~@da~ it may aleo be used to describe plant water quality. You are not required to report data on intake water quality unless you are asking for "netie eIIIuent limitations in order to demonstrate compliance with BCT/BAT requirements. You may also o suchintak sam lin itis dvis l th f
'Isso want to sample intake ~ater quality to assist in explaining the presence of pollutants in once-through cooling e
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+$ ) Miscel laneous Wastewater - Trans former area, parking area runo f f .
- 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 , Representative Monthly Diedgarge Race v. 0087 i: 2D~hargeR ,. I Isuu ~ ~ ~ ~ ~ ~ ~ ~ ~ ~<unite C
~~~~~~W MaximumDaily p,pp87 MGD Discharge Race < unl4 C. Not Applicable
- 1. Source(s):
- 2. Discharge Occurs: h>><drada.yoyo<u days<ye>>oou>>yyy During <<hich monthe?
/HI Long. Term hverage Repreaentative Monthly
~ . I Dieclcarge Race Ism ~ ~ ~ ~ ~ ~ ~ ~ ~ ~(unite Diecharge Rate
~~~~~~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.
42ng-Tertn Avoca'epceeencative tuntte foal Monthly
,. l Diecharge Rate 2:
les ~ ~ ~ ~ ~ ~ ~ ~ ~ ~(unite Dlecltarge Race
~~~~~~W
~~~~y Dleeherge Rate 0.0087 <unite Not Applicable 10 Yw 10 yr, 2ikt. Drainage hxee EaiahlLcci tO X LOSS Yd> X 5.41 Gallona h crea X 27.1521 Gallons
- 1988 data KR O'WQ '288.LO Rev L2!87l iNSTRUCTIONS FOR COMPLET1NG FORM V. ANALYSiS OF EFFLUENT QUAL1TY General instructions All Dischargers 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 of Question 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 of this question must therefore be representative of normal 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 of the 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 of the 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 1Testin
~in ~gi~~ associated with this application package.
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 ofdetectioa
~g~g alto gr those listed oa Question V. This w01 minimise the potential for establishing 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 of Pollutanti Under the Clean Water Act."
- 2. Reportiag Intake Vitea'uality Although Question V is designed primarily for reporting 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 1'
I . 'M@I "net" e8lueat limitations ia order to demonstrate compliance with BCT/BAT requirements. You may also want to sample intake water quality to assist in explain'u~ the presaace of pollutants in once-through cooling f W 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 12 daystyt;
. hmtday: days/ 4: msnthnyr Can occur in all months, dependent on parking area 12'ur<ngwh<ch<nontha?
runoff.
rmsl Long. Term Average. gsyrsmnmuss Manthiy Discharge Rate U ~ 008 7 < unite MGD n i Dischstda Rate tnnim I
Maximum Daily 0 QQ87 MGD Discharge Rate 1 uolte Not Applicable
- 1. Source(s):
- 2. Dlnnhurgu Oanurn: htstday During which mon<ha?
put Long. Tean Average Rel<raaeatativo Monthly Diacharga Rate ~
Diachargo Rate . I L ~ ~ ~ ~ ~ ~ ~ ~ ~ ~<unite ~~~~~~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.
Pl %
Long-Term Average Roli<~ntativo Monthly D<achargo Rate U 0087 <unite MGD ~ "'unite I LDischarge Rate mmmmmmmmmmmmmm~ ~ A I',~
Dinah<argo Rate 0.0087 unito Not Applicable 10 Year 10 yr. 24hr.
EahhlL<iasha1 tO X OARS Yd> X 5.41 Gallona X Acroa X 2T.1421 Gallona
- 1988 data
KR BWQ 288.LO Rev t>87)
INSTRUCTIONS FOR COMPI.ETING FORM V. ANALYSIS OF EFFLUENT QUALITY General instructions All Dischargers 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 of Question V is to develop as clear a picture as possible concerning the chemical constituents o f the wastewater being discharged or expected to be discharged. Information gathered in support of this question must therefore be representative of normal 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 of the 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 of the 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 T stin
~l~g~iong associatecl with this 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 appHcant's interest to achieve a level of detection Q~~th~
g~l~~
those listed on Question V. This wHI mintmlse the potential for establishing a large number of effluent limits and/or monitoring requirements in the Final NPDES permit. Ifthe appHcant cannot achieve these minimum acceptable datection levels, then an explanation must accompany the appHcation.
methocl numbers are containod
'Au 'M '
~~
in EPA regulations 40 CFR 134, "QuidaHnes EstabHshing Test Procedures for the Analysis of PoHutanta Under the Clean%ater Act."
- 2. Reporttag Intake Vatet Quality Although Question V is designed primarily for reporting
~i
/~data, it may also be used to describe plant
~ater quality. You are not required to report data on intaita water quality unless you are asking for "net" eaIuent limitations in order to demonstrate compHance with SCT/BAT requirements. You may also I
f it'i h~ l Ihg ~,
want to sample intake water quality to assist in explaining the I teseace of pollutants in once-through cooling 8 d d . lhasa 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 Represencatcve Monchly Discharge Rate units ) Discharge Rate
> ( units Maximum Daily Discharge Race r uncta Not Applicable I. Source(g):
D I Sehcrge Oeeure: >raider:
During which months?
fRI ~
Long. Term Average Relhreaencatlve Monthly Discharge Race i Diacharge . t Ism ~ ~ ~Rate ~ ~ ~ ~ ~ ~ ~cunlca ~~~~~~ admi Maximum Daily Discharge Rate D. T Proc M 1 n Non on W w (not stormheater) No t Applicable
- 1. Source(s):
- 2. Discharge Occurs: hrsuar. days>eu days>yu aamumyyr During srhich moctthaT
/HI Long-Term Average ReIgceaentative Ifoccthly Discharge Rate i Discharge . I r,
lm ~ ~ ~Race ~ ~ ~ ~ ~ ~ ~(unica ~~~~~~W (Note: Estitmtte Type II SWRO) 10 Year 10 yr,244r. Drainage hsea ggg fgcyglgg tt5 X LOSS Ga0oas 4.7 X 7.25x105 Yds X 5.81 le92xl0 Gallons Acres X 27.1521 Gallons KR.BWQ '298.10 Rev l"'87)
INSTRUCTIONS FOR COMPLETING FORM V. ANALYSIS OF EFFLUENT QUALITY General Instructions All Dischargers 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 of Question 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 of this question must therefore be representative of normal 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 t 3) years before application submittal; and (3) all data are representative of the 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 of the 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.
'estin
~
The actual sampling events and analytical work must comply with the l Inntgggti~ associated with this application pactutge.
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 ygg~u~r bg~t~g those listed on Question V. This wiH minimize the potential for establishing 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 I,
the Analysis of PoHutanta Under the Clean%atar Act."
- 2. Reporthsg Intake Vatec QuaHty i~
Although Question V is designed primarily for reporting yfgggggdata, it, may also be used to describe plant water quality. You are not required to report data on intake water quality unlesa you are asking for "net" eEuent limitations in order to demonstrate compHance with BCT/BAT requirements. You may also wants sample intake water quality to assist in explainu~ the presence ofpoHutanta in once-through cooling U I it'i U~ I U
'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 Ourg<<wh<<hng<<chs? Dischar es can be sent either to liquid Radwaste or to Storm drains pal Lo<<-7ergn hverage Re presentacive Monthly Discharge RaCe I ungcs i Discharge Rate 1m' ~ ~ ~ ~ ~ ~ ~ ~ ~gunite ~~~~~~ awal Mazimum Daily Discharge Race 0 024 MGD Not A licable
- l. Source(s):
During which months?
@st Long Term hverage Representative Monthly Discharge Rate i . I Lug ~ ~ ~ ~ ~ ~ ~ ~ ~ ~(units ~ ~ ~ ~ ~ ~ I;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.
MI Looga Term AversORI ~
s Re tive Monthly, Discharge Rate t: 'iscltarge Rate <utclts ,. I la m m m m m w m m w m mmmmm ~A D~~ ~
Maafmgtca Daily
- 0. 024, ~m MGD 1 E.
10.Year 10 yr, 24hr.
Baiahihahak X, LOSS GallogN Yda X 5.41 Gallons Acres X 2?.1d21 Gallons ER BV/t) 288.10 Rev 12)87'I iNSTRUCTiONS FOR COMPLETiNG FORM-V. ANALYSiS OF EFFLUENT QUALlTY General instructions All Dischargers 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 of Question 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 of this question must therefore be representative of normal 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 of the 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 of the 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 of outfalls to be dcscribcd.
~
The actual sampling events and analytical work must comply with the i Tcstin Irg~g~o associated with this a pplicatioa package.
Where so indicated on Question V, specify the analytical detection level achieved for the pollutant and associated wastewater matrix. ft is in the applicaat's interest to achieve a level of detection ggg~lge bggg the) those listed on Question V. This will miaimisc the potential for establishing 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 of Pollutants Under the Clean%atcr Act."
- 2. Saportiag lataka Vatet QuaHty Although Question V ls designed primarily for reporting 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 in order to demonstrate compliance with BC7/BAT requirements. You may also l't '
vi l I& ~
want to sample intake ~ater quality to assi¹ ia explaiaiag the preseac>> of pollutants ia once-through cooling
'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, f ire 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.
goal Lang-Term Average Re presentat(ve Monthly Discharge Rate I un((a ) Oiecharge Rate leer ~ ~ ~ ~ ~ ~ ~ ~ ~ ~umta (
~~~~
F Maximum Daily 0 . Q 19 MGD Discharge Rate I unite Not A licable
- 1. Source(s):
aarrrar .rareare rarrrre aaarrarr During which monthe2 Psl Long. Term Average Monthly Oiacharge Rate i Representative . I lm ~ ~ ~ ~ ~ ~ ~ ~ ~ ~(unite Disci(argo Rate
~ ~ ~ ~ ~ ~ I;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: I 8 rarere mearrerr Discharges can be sent to either Liquid Radwaste or to torm ra ns.
Lone-Tertn Average Monthly Disci(argo Rate r. i Representative Discharge Rate (units . t a
Lrrr mmmmmmmmmmmmmmm ~ I;arel MaxBsmRDaily 0 0] 9 MGD Discharge Rate (unite E.
lhiahEt!adm1 ~e Drainage Area tO X 04$ $ Gallons Y(la X 5.4L Gal)one Acrea X 2T.1521 Gallona ER BWQ '288.lo Rev l"<<'87)
INSTRUCTIONS FOR COMPLETING FORiQ V. ANALYSIS OF EFFLUENT QUALITY General Instructions All Dischargers 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 of Question 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 of this question must therefore be representative of normal 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.
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 of the 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 of the 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.
'estin
~
Theactualsamplingeventsandanalyticalwork mustcomplywiththe A
~In etio associated with this application package.
Where so indicated on Question V, specify the analytical detectioa level achieved for the pollutant and associated wastew ater matrix. It is in the applicant's interest to achieve a level of detection ~ggg~gc"
~~tj~ those listed on Question V. This willmit6ause the potential for establishing 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.
' 'U N "GuhLeHaes
~~
EstabHshing Test Procedures for the Analysis of PoHutaatw Under the Clean Water Act."
I',
- 2. Reportiag Intake Rater Qualiiy Although Questha V is designed primarily for reporting +~+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 with BCTIBATrequirements. You may also 0
h lt 1' vi
'I want to sample intake ~ater qualhy to assist in explaining the presence of pollutants in once-through cooling I 8
.Rhd n I
~ 9L-
ER 8'.288. LO c Rev. L2I87s
'htP DES Yiumber PA 0047>25 iV. SOURCES OF WASTEWATER FOR OUTFALL pyg*
B. Sewage Treatment Plant
- 1. Source(s): Sanitary Wastewater
- 2. Discharge Occurs: 2h hcslday; 7 dsysl h; 365 dsyslyc i2 cccshcyr
'Ouringwhichmonths2 All months fSS Long Term Average Representauve Monthly 0'04~9 MGD I Discharge Race I iunics
~ ~ ~ ~ ~ ~ ~ ~ ~ ~i units
, Oisoharge Rate lush ~
Mazimum Daily Discharge Rate 0. 1021,~,~ MGD Not Applicable
- 1. Source(s):
- 2. Discharge Occurs: cruder. daychsyc daysyyu rcssshcyr During which monchs2 PS ~
Long. Term Average Representative 3Conchly Oiaoltarge Rate I Diadcarge Rate 'I:. I Lssss ~ ~ ~ ~ ~ ~ ~ ~ ~ ~<unite ~~~~~~W Maatmucn Daily Discharge Rate D. T Process M' n 'Non n W c>> (not stortnwater)
- 1. Source(s): Sanitary Wastewater L
DiscilLfglOccurs: 2d hrallaF. 2 dayihA: 2 g2 daysyyu i2 aucshslyr All months gMt ~
Long-Teens Average Repeaeentackve 5Cogccltly 4 iunlta I Discharge Race ,. I Discharge Race
~ ~ ~ ~ ~ ~ ~ ~ ~ ~(units
~
Lm Qlaaharga Race 0.1021 .
unite MGD i
E. Not Applicable LO Year LO yr,2ikr.
Lhh hahII x ass GaUona Yile X 5.4L Gallons Acres X 2T,L51L 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 of Question 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 of this question must therefore be representative of normal 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 of the 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 of the analysis for the other substantially identical outfall (this may be particularly applicable where more than one outfall discharges Type I stormwater runoff from the same drainage area). s ma be ho i n for the numberofoutfalls to be described.
The actual sampling events and analytical work must comply with the
~
7 tin In~ti~ng associated with this application package.
Where so indicated on Question V, specify the analytical detection level achieved for the poHutant and associated wastewater matrix. it is in the appHcant's interest to achieve a level of detection ~~iQgi
~~t)~ those listed on Question V. Thii wHi muumise the potential for establishing a large number of if eQluent limits and/or monitoring requirements in the Final NPOES permit. the 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 of PoHtttanta Under the Clean %ater Act."
- 2. Reporting Intake Pater QuaHty Although Question V is designed primarily for reporting ~gg+data, it may also be used to describe plant
~i t l'th ~,
~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 with SCT/BhT requirements.
h f hh4 IW 8 dh~
You may also want to sample intake water quality to assist in explaining the presence of pollutants in once-through cooling
.Ihhll 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
/HI Long Tenn hvsrage Raprsaantauve Monthly Discharge Rata lunlta i Discharge Rata l unite tuse m m m m m m m m m ~ ~ ~ m ~
Maximum Dally Discharge Rat ~ r ilnlta C., Not Applicable
- 1. Source(s):
- 2. Discharge Occttrs: arrtday: dayateh dayatyc auatsatyr During which nmntha2 psy Long. Term hvarage Rapreaantative Monthly Diaclmrge Rate ~
Diacharge Rate iunita l;. I 5faximum Daily Sourest): Dlachiarge Rata D. T P M n Non on W ~e (not stormwater) Not Applicable 1.
Dlsahargs Occurs: trtrtdar. dayatath dayrtyc raacuaryr must M Longe Term Average Reyeeeentative Montltly
~
Diaettarge Sate
~ ~ ~ ~ ~ ~ ~ ~ ~ ~<unite Diecharge Sate isa ~ ~ ~ ~ ~ ~ l;Iuul Maahaam Daily Dlaeharge Sate E. (Note: Estimate Type II SWRO)
LOa Year 10 yr. 24k@. Drainage hxea LOashsk X 0~ Galiona 4.7 X le6x10~ Ylle Z 5.41 4.2x10 Gallono hcree X %.181 L Qallo lla ER 8%9 '288.10 Rev l?i87)
INSTRUCTIONS FOR COMPLETING FORM V. AhVALYSIS OF EFFLUENT QUALITY General instructions All Dischargers are to follow these 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 of Question 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 of this question must therefore be representative of normal 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 of the 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 of the 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 of outfalls to be described.
~
The actual sampling events and analytical work must comply with the lT stin
~f~ct~io associated with this applicatioa package.
Where so indicated on Question V, specify the analytical detection level achieved for the pollutant and brig associated wastewater matrix. It is in the applicant's interest zo achieve a level of detection alto gr those listed on Question V. This wiH mhumise the potential for establishing a large number of eEuent limits and/or monitoring requirements in the Final NPOES permit. Iftbe appHcant cannot achieve
- I ~
these minimum acceptable detection levels, thea an explanation must accompany the appHcation.
I lhl ' 'll ~hhh method numbers are contained ia EPh regulations 40 CFR l36, "QuideHnes Establishing Test Procedures for the Analysis of Politrtaata Under the Clean Water Act."
- 2. Reportiag Intake Vates QuaHty Although Question V is designed primarily for 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 in order to demonstrate compliance with BCT/BAT rcquiremcntL You may also 0
h it'i h~ I ~
want to sample intake ~ater quality to assist in explaiaiag the presence of pollutants in once-through cooling
~ I ~
Ihhll '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 of Sampling 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 of Question 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 of these instructions,
~
determine the applicable industrial category and the applicable groupings of pollutants 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 for certain groupings of pollutants; 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 t NCC - Ifonly NCCW is being discharged, analysis is required only for the following Group 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 VI for reporting data on cooling ~ater conditioning chemicals.
(3) i W tewater - Ifonly sanitary wastewater is being discharged, analysis is required only for the following Group 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 of the 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 of discharge for discharges lasting four or more bours. l l n
tsstanc f c 4C, 5C, TC, 17M, 23M, plus any other pollutants from Groups A-D which the applicant knows or suspects may be contaminating the SWRO for the outfall in question, or which are included in an applicable EPA effluent regulation.
ow plant's industrial activities (such as ofHce buildings and accompanying parking lots) oe Q~Ltl~l' cT (5) W'ewater (see deIInition on page 8L) - are to be analyzed for any 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 i ew dischargers that have effluent data available should follow the 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 of the proposed facility's raw materials, maintenance chemicals, intermediate and final products, byproducts, and any analyses of your expected eiIluent or of any similar effluent. You may also provide such determinations and estimates based on available in-house or contractor's engineering reports, pilot plant 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 following notations:
- 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 Olscharge Ccnta(ns (see deecr(pclona on page sa) Pollutants or Po(lutanc Rap uired Outfall Grcu>ing ihlch atuac Samp(
Xutnber Ptoceae Waste ll) yCC~(2) aanl~
aata Q)
T~ l swapo(4)
%lac.%aace
<8)
Even (see Pg.sw) 2C. 3C. 4C. 5C, 7C. L7M.
23M 070 Tge II None None 071 A,B~C ~C ~C ,D,E 072 C( Cg C( C~ Cp 1 073 12C,16C 074 None, 073 is representative 0 075 None None 077 4C jc% 12C one, 078 079 080 Qm '* None None
' e e SUBMITTHIS ThBLE WITH YOUR hPPLIChTION ee ee
-9.b-
RH HW(I 2tttt.lO iR V. hNhLYSIS OI'I'I:I.UKNT/IN'I'hKFQUhI.ITY- IN I) US'I'HlhL WhSTEWh'I'VII Nl'l)VS Nuttib<<r" I'A OO i 34b Q Outfall Nwnber Q l>>4lhe Sluiph> tet>stiiy location of esnlplel Q Eaiating Discharge Q New Discharge t deeccihe basis fur infurnie t ion presented, eee page 9 L l>>etc>>etio>>a Iur (I>>est >4>> V i S. LSVIILPIIISVNT 3. UNI'I'8 I. POLLUThNT OIIOUP h a lI4talaawtt Q@Qy Vahtee A lgus(awm SI Day Va4e (lf<<vaQab4lee
- c. I~(lfTerm
~
Avga. Value svsl4b4)eee d. lto.o( J. Concall b. Matt Analytet lfauon It>Ceseeeirelles &Ieee It>~en>>e Ii> ~c>>>>>rsuoa RW4wsaical Osygen Deu>and, SOD ///A p//A
~
2( Cbsiaical Osygen Denuind, COD Total Organic Carbun, T(lC Tutsl Suependad SaRda.
Tss SC hsuuunia as N 2(.'iland Qraaae jv A tt(Atb>rine, Vetalkaaidual a p.5. S p,5 C. p.>
l ttC Tes>perature t"Ct winter /8 -7./v llC Tes> paratura aunw>>>r 2.9 V44>4 g2+ l va4a 43
- 7. ate l>>tal <I eiu<<Ju> d I2(: pll ~ tl>>le>ea I
llalkNI% >>I II i e
>>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 four grab esn>plea tshen over the operaii>>g t>>>urs ofthe facilityduring a 2l hour period.
Mes iniu>>I 20 Dsy Value - Determine the average of all daily values tahen during each cele>>der n>anth and report il>> big hea average.
t>>>tl> ih>> <<>>>444>>>Immi>n<<>4II>>
~ 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
~
Kk IIWt]"SS.IO tkcv. ITS'll V. hNhLYSlSOF El"FLUENT/INThKEQUhLlTY- INDUSTHlhLWhSTEWhTEIL NPOES Nulnllul. IIA oo s a 32 5 Q Oaatfall Nanaaber p(intake Seal pie tapecify loca uon ofaana pic l Q Rebating Oiacbacge Q New Oiacharge tOcscribe baaia fer infornnatiun prcscnted, ace page 9 4 Iostructiuna fur tiucstlun V I
- 3. Level Preeeut 5. Ifyou Lave any resaaan tu crpcct tbc pollutant Iu be Acceptable I.n 2. RPA a. Ilnite naraaaatiy present in this diacLarge, cLack the
<<ppraprbate block ur describe aanutlaer resaun.;
POLLUTh NT a alma naay Averse'r Iloss'y
%@Gal a.
Ootectloa Volvo Asaly ceo I4atw OHOUP 8 Level Nuwbar IIIIII Ueod ~ sl ~oo aaw learn Ioaollo Ituaof u~
'Igloo uosa u~ alaea uoaLsa uaaaalal laatwee ra~a I'sM~ca woad sk:aylo4a ~
ruk ID.Z CP NIA p9 c. bgR I ih "I I SI'. Huoride 100 (pp 0 2 <loo ISO Nilrale Nihlte tee ÃI 6'S.2 zoo Nitrugen. Tule l Organic tee Nl 9 o /. 2. clcco INhoNberua tee Pl, Total 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) I 00 Ill.5. I ~ice taken aver the operatiag Laura eftbe focihty duringa 2< Lour period. Por In tbio value ia the arittuneuc or new weighted tulalnaaaa or average cuncenlrutiun I'uuwl na u ~race ofat least four grab aaaaplee lakon over the operating houraof the facilityduring a 2g period.
J.b Average ef Analyaea- Oeternabae the average ofall aaan pkao taken within the paar year, <<ad a epurt buthuaaas aluI cuncentratiun.
4 Standard Nc+4odS, l4 Eh.
K)t ILWLI.2ttg.lo t tt 1)
V. hNhLYSISOF EFFLUENT/INThKEQUhLITY- INI)USTRlhLWhSTEWhTEII Nl'l)l':S Nuilibci l'A oat ). 2.A Q I)otfsll Noanber Q(intake Saawple lepecify lucstiuw uf sswple)
Q Kswattng Dwachsrge Q New Diachsrgetdescribu basis fur infocnastion presented,see page 9 b lnslrwcliuws lur tlaaestiuw VI Level Present 4. Ifyuaa hove any ressun tu expect the pulluluwt lube Mtlatttae L L'Ph i. Volts norcnully present in this discharge. check Lhe Usa'.
POLLUThNT Io Dolaco 4vai Method a. Ilsslatty a.Asscsessr appropriate block all'u ac I'lbe another c'e as dan GROUP B uw~i II U~ Number Valse Aaasssss c. Nssalpohr (coatlaued) Lovel 4e4 ~) ~ a' Lass ~ a' lisps A strath c Nsw
~ iaasplsl iisas Cscascse, I'a Isawa-soar ca Sy.
I'dcc4SCI Iaasls Wsasc Ousac aL'aisasaaaa IM Anulnuny. Total 0 7oo.i ~ o l'/A NA 2M Aceenic, Total l0 z.ot .2.
3M Becylliwn, Tolal, 200.1 4.+
iM Iwdaniont, Total Z.00.'1 AS 6M I'hcwwiwn. Tutsl 2OL) 1 4.5o gM Chcoiniont, Hesavalent 20 LZ. ep 1M Copper, Total ZO 200 I <2.o gM Ibad, Total O 2>~.~ ~So 9M Meccwy, Tolal D5 2dl5 I ~ c O ItlM Nickel, Total 40 Zoo ~ 4-Ilo I I M Seleniwn, Total 76 zoo.3 lgM Silvec, Telal 0 ne.1 ~lo l3M Thslliont, Tutal l D0 dp ) 9.2 c.lao I gM Zinc. Total g.0 700.) 4, ~
l6M Cyanide, Total . 20 <5 ~5'/p, IliM Cysnide, Free 9s.X <lo clo "A 2 tutsi Iwsa uruvcaugccawaccaalrala luuwdaaa u auaaatau MsciwwnDsily Value-Report Lhe highest deity vshi>>l'roua the hfslyesrufdsu . Fuccuaaa asatcsswa lcs thasvulwe Isthe ada 3s 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 uf sl lcsst fuw grab saawples taken over Lhe uperstang huors of Lhe facility during s 21 hour pcraud.
hvcauge uf Analyses Delerwaiwe Lhe sversge ufsllassawplcs token within Lhc psst ycsr. spa J rclwa L bulb awssaa end cunceaalcstiuaa.
3b ~
5T. Na,E1HObS ttda p L-d.
- W tvtcdakac4
I:lt IIWII 288.IO tltev. I2/87)
V. hNhLYSISOI" EI'I"LUEN'I'/IN'I'hKEQUhLI'I'Y-INI)US'I'HlhLWhS'I'EWh'I'Elt Nl'I)ES Nuutit<<>> I'A Q Outfall Nut>>bey @intake Ssutpht tspecify 4<cstiunufssulple)
Q Salt<ting Discharge Q llew Discharge t de<<cribs be<tie fur infuculsuun prehet le J, ~e>>uge 9 4 lau truat tort<< fur tI>>e< tiu>> V l
$ . Level Present $. Ifyuu have <<>>y re<<hut< tu aspect the pullutu>>l lu Le POLLUThNT I. Detac- f. CPA i. El>>its nurluslly present i>> thie Jiechsrge, chock the AccegtlaNe tiea Level Sgethuai e. etch Daisy ~ . Aecrsee <tr sppruprisle block ur aieecrihe <<nother reusu>>.
GROUPB Qetectlea Usecl N~her v<bt<<e A<aslyeee c. it<eat<ac Level (conIIttued)
(pgll)
IJ acti et A<balybtb
~
lrcurt<a ttehc Sew
~ le<erat<I ttaee.
lacwree, at<a<we le<mr teat<tata I'd au<le< t lly I'rot<ter<
l~ <
Water att ~ at<sar
<t:btrta<ei ITM Pl<et<eh<, Ta<tsl lO ZO.X 20 N/P N /t 2. gp /
ltlM Aluuliluuu,Tet<<i /OO F00,1 I QM Saciuuh Total /OO 200.1 2tlM Heron, Total l00 SO ZOO.I 50 21M I~It,Tutal O O0.1 c.5O 22M Iron, Total D 700 o1 8<I0 RIM Iron, Diaaulvetl 0 2DO I 2JO 2iM hlsgneaiuut, Tolal 0 00.1 90 26M Molybdenaun, Total 200 o1 y-I00 2g M Manganese, Total IO 200 1 lO l 2.
27M Tin, Total OO 0.1 <5 2g M Titanituu, Total O 200,1 <500 Msxi>>tuttt Daily Value- IL<p<<rt tile highest Jsily value fruul the 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
> I I r>>,
of st least four grab sar>>plea taken over the oper<<tang houcs of the facility during s 2i hour peeled, 3 4 Averege of Analyses Deteruliue the sverege <<full s<a>>tph<a taken within Ae psst year, <<ttd r<<>>srt 4<<thule<as and cettcet<tr<<tiun.
I'-'ll ltWtl 288.10 I 7l V. hNhLYSISOk'Ek'k'LUEN'l'IlNTAKk:QUALITY- INl)USTRlALWASTEWATEll Nl'ill.'S Nutttbur lyh o iw 32~ 1 Q Outfall Number @intake Sample tepee Jy lwuttunufxsutpl<<l Q Relating Discharge Q New Discharge tdcxccibe basis for inturnhetion tlrexentesl, eee page 9.b lncuuctione for tlueht ion V >
S. Lovel Present d. Ifyuu have sny resxun tu expect tlhe pullutsnt tube POLLUThNT Wabash 1. Units nurtustly prevent in t thix die<<bergs, cheek thu h ceo pIRNe L RPA sppruprlsle bluck ur Jlexerlbs another rsseun.
GHOUPC-l Deleciloa Method a. Ctsa tthgr Vetssss S. Asruysseu Spy alyhruu aal
- c. Nssalaef Volatile Nuatber Orgaltl0aee Level (ygll Usal llxhu ~ Ctuhu ~
aaehaae u sshtua 'ihrstyhta tlxhh Rxw liuao Isshur I's aal as J I uy lsfruse cyhxap I 9 ~ hrtulas I IV Acculeia 10 pp c. pp NA 2V Accylonitcille po I z < I po SV Senceae 10 6V IIcunuhfocnt 10 ttV Cscbun7'etcsddorids 10 7V Chkycubcnceae 10 gV Chturodibromomethaae 10 ~5 9V Cbtucoethaaa 10 ~to IOV 2 Chturuethylvinyll4boe 10 0 >q ~@
I IV Chturufona 10 I "V Dichlorobcomomcthaae 10 c.5'4V I,I.Didtkuoetltaae 10 c,g 16V lg.Didtbswtbaae 10 lgV I,I DicblocsetLyleae 17 V 1,2 Dichlocopcopaae 10 i4 IIIV I JS Dtchloropcopyiene IU J.Jy ISV Ethylbenxen<< IO zq the lsxt year ul Jets. Pur rom hhte xsnh le 'his vulue is the totalnhsVxuc sverugo rohhr<<phtruthsi<< lsuuul rsshntsssxfth'lslple r~bl,rhi
<su 0 u Muxhmunt Daily Value. ltepuct the highext Jeily value fhom Ja rli u. I Ir Jr I I \ J I s r av rlhuupar uaphuura flhafarililyJ r ha'Jal urp rial. p v I uuaarslha r r ot'et teuxt I'our grab xs Juples taken over the opecstnhg thoure of the facility during s 24 hour tl<<cllpJ.
Avehuge of Atutlyxee- Determine the average of all xsnt tiles taken within ihe tssxt your. stud report both muxss sad cuucentralion.
S e l>>htructiuns fuc Ilucxtiun Vl with 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 N l<l)L'S No)))I<or I'A oGR 1 3<~
Q Outfall Nu)nbsr L7S Intake Sa<npb< )specify location ufsample)
Q Iysb<ting Db<chargs Q Naw Db<chsfgo )describe haaia fur Information prese>>ted,see page Q.b I>>s)yuctiu>>s fur Ques)iud V)
- 2. Lovel present 6. It yuu bsve sny reuaw lu eapect tbe p>>)lulu>>t iu be POLLUThNT lltabauua L SPA 4. Uuils nur<uully prese>>) i>> this Jischurgae,check tbe CROUP C-l ~ .a)dh)4lly )h ver age sppruprlyute )duck ur des<.cibe u>>utber reusu>>.
Iles) Level Nathud y< aa) l4a)kud Volatile Organlcaoo 4(yigI vol Uaod
~). Nuo)bar Usod Via)aacp C.
<ar Aeolyalh ))Idh
< ~ <dd le<d)as o<<a>>
)) ash )'dw4ad<
Wd<ard ~ ): ~ <a<dkaa ~
2OV Il ethyl Bromide IO LiO ~/P /f. NIA 2I V ltethyl Chb<ride IO l0 22V Ilethyb<ne Chk<ride L V I, I,2,2.Tetra. IO chloroethane 21 V Tetruchloroethyb<na IO 25V Tuluene IO z4 2g V I 4 Trans. Dichloro- IO sthylsne t 74 Lg 2%V I,I,I Tricldoruethsna IO Lg V I,I4 Trichloroethane IO LQ 2)IV Tr)chluroethy lans IO Ol V VinylChb<rids Id 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
>>f st least luur greb as>><plea take>> uver the u) <eyu)>><g buuys uf the facility duri>>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.
Q Outfall Nmaber Qf intake Sample tspecify localion ofaamplel D gsiNing Diachacgo 0 Naw Discharge (desccibe baaia for infocntation presented, aee pago I.b Instcuctiuna for tlusstiun Vl S. Lovel Present 6. Ifyuu have uuy reuhugh tu es pact Lbe pullutunt tu be POLLUThNT I. Detoc- 2. SPA i. Units nurutully present in this discharge, chock Lhe sppruprlule bluck ur dcscribo unotbor reasun.
GROUP C-1 hccolsbtble ~ . Ilas lissy 4 A voyaged aar Detootloat Ilett Level Method Asslysos c. Ngga&e hdd-FraetIOII Level Uaotl N~ber Vggtpgap laagw OrgaIIIOgjee lpglD (gtgO Uwt 0% ' Asghlyp4
~ ascus usw llrogaoglau Staasag fscgpagaea, I'g to uy.
I'ruaapgg nuaatre wsgapg Oui erg pt.ggatugap gapuaaa Lisps ualaaa g IA 24hlocopbeaul IO clo NIP 2A 2,i DicLIocopbeaul IO
(.rS c.io SA 2,i Dimetbylpbeaol IO c.l 0 iA iP Diaitro-oCroaol IO
~Zb 6A 2,1 Dinitcuphenol 6A 2.Niuopboaol IO ~I0 7A i Nitcopbaaol zS isa'.C gh P-Chloco-tnCcaaol IO A Itl eh Peatscldocopbsnol 'd <26 IO IOA Phenol 24 <JD II h 2,4,4.Tclchlocopbsnol IO ~lo Purcuu> s<te sagn lea,thts value u; Lhe tutalmassor uverugeru>>ceutgulgugp 4ugpgt upu cgllgllpop gt 2 u MsslnluulDaily Value- Itepurt Lhe highest daily value from Lhe laatyearufdats.
suggglpt.
r h or rrheoverarioghoure fii rgearhrrg ri gogahour'Periag. Per~bi,rh I gif st least lbur grab sstutples taken over tin ~ ptgecat tug huura uf Lhe facility during s 2i huur perupd, 2 b Average uf Analyses. Detertulne the sveragg uf all ssniplea taken within the past year,sud retwrt buth nwss au J cumentrstiun.
bee Instructions foc Iluestiun Vl with cegsrd Lu LgC/MS 6 peak pollutants.
- IG-
KR IIWt) 255.1U IRev. I$87I V. hNhLYSIS'OY I"YYI.UYN'I'IIN'I'hKY QUhLITY-INI)US'I'Itlhl.WhS'I'IWA'I'I"II Nl'l)L'S NuIIIIIoI I'A QC 91 5 Z~
Q Outfall NunIher Q Intake Sacnple lapecify locationufasmpleI Q Ksiating Discharge Q New Diachacge ldeaccibe basis fuc infucugstiun pg eiented, ie<<puge S.L Instructions fur Queitiun V I POLLU'I'h L Level Pc@aunt $. Ifyuu have suy reuagggg Iu expect I be pullutuut Iu be
- 4. Units nurcusRy preaent in thia cliichurge, check tice N'I'ROUP C-S %balms'ccoNaNo I. Dotoc- 2. IPh upprupr4te bluck ur deicribo snolher reuaugI.
IIoel travel Methcui a acac Dauy l. Aaacaaa 4
'ealycac Rage-Neutral Fraction Organicaee Oetoctlota Level (ygO IIaal tpgO Nustlsor tlaol ae 'aalybta Va4da llabc u~ llaha
- c. Haaaac at
~
~ sac au r auwa
~ Iaba llaw llagactal at as a.
Iactaageos Scagoea lagalr" raeralgdla Sy I'gwIacg I gMabc Iagaia Wagae Osier auheIagae IB Accus phthene IO ~to Nlh 2R Ace nuphthylene IO lO 2< ~>O dB Anthrgtcene IO k 2-5 lB Senaidine 68 Banco tot hnthraceue IO 2.6 d'-
i)
SB Senxu tot pycene IO c./0 78 2,1 Banco-Auocantheno IO l0 2g ci0 Becgotghit Pecylono IO Ato ttS io 98 Senaoti) Fluorantheno IO ~IO IOB Siat2<llecu~yl IO Kethano 42h < l0 I IB Sia t2-CNoroc4yO Ether IU &24 < io 12B Sist!CNoco-IeepcspylJ IO Ether I'-
IO i@
IS Bio tg-If&yllcxyl) IO B
Phths tete ~to 14B 4.8cucuuphenyl Pheuyl IO Ether <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 rgillliggghIIe augggple i bar r riheoparoiioghuursoiibefe iiiiyd uag ggheurparbd. par~br,lhie ~ iueiaiheariduu iu rii u. >sir Jr r i g r r r:,i uf st least fuur gcsb ssuhples taken over Ilw upersting tugucs of the facility during s 2d hour peciud.
Aveg uge uf Analyses- Determine the sveg'uge uf all isugples taken within the psgbt year, sgul cepuct beth ugsie uud guncenuutiugg.
U 4 hee lnitcw ur tlueatiun VI with cegurd tv tgt'JMRS peek pollutants.
K[t ltWL) 288.10 I[to 7) mc V. hNhl.YSIS OY YYYLUYN'I'IIN'I'hKY QUhLI'I'Y- INI)US'I'Rlhl. Whb'I'I.'Wh'I'I:8 NI'I)ES Number I'A C 0 2>
Q Outfs((N~r g intake Sample tapecify tweet>on ufsample>
Q Re[sting Discharge Q New Discharge ldescrlhe basislor inlormstiun prese>>led,see poge9 h Instructi<wu for Questio>> VI
- 0. loevel l'resent d. 1f yuu huve swy reuiu>> I<> expect Lhe pullutu>>L Lu be I OLLUThNT IPA Un[Le nurauslly prese>>t i>> Ii>iu aliich>>rge.check tbe GROUP C-S Ac c op 4tL No l. Doloo- S.
4tlua Itchy IL arch,reuocl O.
approprl>>te bluck ur describe another res>>un.
Lletbul Base-Neutral u Nuaa her Vuluu Auuly ouh h. Iaua>>cu Fractioa Orgatticsee Level
[itgO Uaeat
~ luhh Acucw
~
'uulyo4 Siwp uucuu Isa oh Su v Sluuu lics<org4I rug<uric>>
S>crau>>
lush<
Iuocasd<cr egueuc<
ay.
I'scceuha I ~ <uSu Wu<ur l><Sros I Yslo<hsoo ~
ldS Swyl Senayl Phthalats 10 C N[L w/e uA ldll 2.Chloronaphthslene 10 IO Zd Cio lyS g-Ch[oropbaay[ Phenyl 10 Ktber [0 zg co l ttS Chryseue 10 2<y c o Dibenau tokl hatbreceae 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 10 IO S 04'- L NS Diethyl Pbtbalate 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 2.Q C [0 29S Oi N octyl Phthalate 20 c[0 IO 1,2.Dipl>>way[hydrat[au> 10 Los A cobcnrcnet Io f.z5 <[o Lhe tote[ >>>esu ur e va uge au>><<>>lr>>l>>>>< lou<Id>>> c> hu>><0<ii>la iu>>>isle Duily Value Report the highest d>>ily value'2 frum Lhe bast year of d>>tu. Por co>>> sos>te iu>>> le, this Value is lh . Ihh lhr I 3u tstux>>>lu<>>
I I rlh oper rr
~
gho c fll ken fo uver liard Lhe i
oper>>tmg g ~ ~ ho hours of period the Y
fscihLy
~4k,ihi duri>>g u 2a hou> period.
I i ch ld lic g c .I of >>I le>>it four greb samples to
- L b hvelege ofha>alyses- Deter>wine the sversge ofell ssmplea Lake>> within Lhe psst year, s>>d report both >>lass s>>d co>>ce>>llutiu>>.
bae [nstrwtiows lor t[uestiawl Vl watt[ 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 Nl'ill.'S Nttatl)ur I'A Q Outfall Number Qf intake Sempbg tspggcify lucatiunuf >>au> pls)
Q hsisting Discharge Q New Discharge tdcsccibs basis fur iofucntatiuo pccscntcd, acs psg>> 9.b lnslcuct ious tur tlueht>uo V l POI.LUThNT S. Level Present 5. Ifyuu huve sny rcshun lu expect tbe pullulunt lu 4s aIIOUI C-S I. Detee- L EPA i. Units nurcuslly presunl in this dischacge check tbs sppruprtute block or dcscclbe snotLer re>>sun.
Acceptable IIett 4vel Id>>thud a llaa Oghay ~ . A~leash gsr Batte-Neutral Oetecliea Votrdgr adhstyg>>>> c. Nsaasug Level Ueett Number l>>l>>r Fraction (ygl) Itti lJaed ~s ~ tsah S>>w ttwsh sueu>>g>>
Sy. lad>>ty ~ lb th>>g Organicaee et >>hh u~ IICoo Agheglyst>>
Ctrsd>>gtsrt (>>ghsgg>>a Sd>>g>>a russell>>s g rg>>>>esca Watec sVhyA>>hsg>
J IS Yluucsnthsns IO gg5 L ip N/6 u'j/f // A IO XIS Ilesschtorubsacsns IO /d26 c lO gi S llssschbdc*utsdisos IU z.C <io O5S Ilexachkh- IO rucyctupsntsdi ~o UgS llssschbhrusthaae IU OVS lad>>no t lAge) Pycene IO 0 c. lO dgS Iauplturons IO /2 c-(0
@IS Naphthalene IO 1OS Nitcobea a>>ac IO <lo ilS N Nitceeedi-
<0 cuethybuaiae 2C 12S N Nitcseedi-N-Propyleatiae cip 13S N.Nitceeodi-pheaybtsticte iiS Pheaenthceae IO p 15S Pycsne IU z< c isll l,2,1. Trtchturobcocsoe IU f2 ~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 9 4 Average a csb >>staples tskgyo over llu. uparsltog hours uf the factlity during u 21 hour2.430556e-4 days <br />0.00583 hours <br />3.472222e-5 weeks <br />7.9905e-6 months <br /> per<did.
ythcs - Dctccdoioc the svcrsgc of all s>>uhplea taken within the past year, uod for IIuestiuo Vl with regard to tiC/MSS peak pollutants.
r~th wadhyh sod cu>> hotrsauo.
hLc loghtcu.
l9
Rll IIVIII2)t)I.IU )ltd.. 2/57)
V. h Nh LYSIS OI" El"I"LUEN'I'/IN'I'hKEQUhLI'l'Y- INI)US'I'Il lb l. W hS'I'EWh'I'Elt Nl'l)ES Nt)n)l)ur I'A Q Oullall Nuudder Q(intake Sau) pie tspecify Ldcaliunofseruple)
Q Raistiog Discharge Q New Discharge (describe basis for infer)nation presented, see page Q.b Instructions fur Queetiu)2 V)
- 3. Level Preseul 6. Ifyuu have any reueuo lu aspect lbe pulluluol lu be
- 2. RPA 4. Volta nurrually present in lhia discharge, check lhe P UThNT Accaplohla t)dllr appropriate bluck ur describe snolher reaaun.
GBO CA D~I Lovel 64ethod Numher
~ . St 1h Vfh)ogw
~ . Apwdgpeo fgr Asdtd dwd C. Ngd S)ossd Peitlddei Uaal ~or ladwg nd)s pd ggh~g INN% IIadd u,~ tt ehd I'gsw)a o~
IP Aidrio 2P Alpha BHC 10 OP Beta BHC 10 4P aau)~BIIC 10 fiP Delta BHC. IO tlP Chlordane 10 7P 4,4'DT IO IIP 4,4'DR 10 I)P 4,4'llllD 10 IUI'ieldria 10 I IP Alpha RadoauN'ao 10 12P Bets Rodoaulfao 10 13P Rtuk)sulfaa Sulfate 10 14l'ndria IO 16P Radrln Aldehyde 10 I SP I leptscht)r 10 17P Heptschk)r Rpustde IO 26P Tuasphene IO 26I'IOXIN'P7 8 Tetrachlorodihenso. P
- 2. ll l h I)illain r
uowrdw I) df V I .ff rsliulll p lll high,ld ilf I f mllwloslf r fJ l .2 Ahsf ilufd rwg ~ gglwurporiod.par~bi,rh
~u~r luoi d,.
rll;d l l rlh l d.s l
'ghwdlr i
... ~
g r f r f J, p
of st least four graL sad>>ptas taken over the df pcrsliog hgdurs of tho facility during s 24 hdfur perdwl entre tiuo.
Average ef Analyses - Hetero)inc the average uf sll ssn)ptas taken within lhe past year, snd rd tfdsr) 4>> h o>aae addd 2 uod
~e hce Instructioos for Qucstiuo Vl wilhregerdlu tdC/LIB6 peak pollutants.
a need tu dil hurh tehllflg.
hoslysi>> for Dioain is nut redtu)red unleha yaur rc)fPonse to Question VI.B indicates
~ 20.
KII IIWQ.288.IO tltcv. I2/87l V. hNALYSISOF EFI"LUENTIINTAKEQUALITY- INI)USTRIALWASTEWATEII Nl'l)VS Nutttbt:t'A 13Za Q Outfsu Number Qf intake Sample (speedy lecauun ofasntple)
Qb slating Discharge Q New Discharge tdcacrihe hssia for infornmtiun presented,see pege S.h Instructions for tiusstiun V >
Khtlmuat
- 8. Level Present 4. lfyuu hove any reusuu tu espect the pullutunt tu Ire L IIPA 4. Unils normuMy present iu this discharge, clreck tbe POLLUTh NT Ac~PI hl I4ay sr appruprlsle hluck trr describe unuther reusun.
Nethel ~ . St as E. Assysas CROUP 9 Detocdea Uaod Number Vstrrs Aastysss r. Nrr alrsr Level pCB'see IItgQ Used ~ s'0'~
" u~ sly rtr ~
ABC&% 's Stars u~
asw t
llssrr c
Islrr
~ ~ 4,,"""'"
I'raksil r.~
uy ra lsraLs w~~ r lyrlrr t:r plsrs I ISP PI'S I242 tu08 <2. +I& /l HA IQP PCS l 244 L2 PCS-I22I 2I P PCS-I222 c2 22P PCS l 248 r-2 22P Pca-I24O I O8 CZ
<
>el>>l t>> e S peat tbe pullulunt tll bo ~ I. Qatea L kPA 4. Unite our>>laity pcosunt in this discharge cheek tbo POLLUThNT Ha+ appropriate bluck>>r describe <<uotLer reasun. CROUP R Hadloacllvlly ~) IIatt4val g~ lit)I) g~ gyg+g astsaMg Valaw
- a. stecsgeed Asslgaeo c. Nacalses eel Iwlw Liood g~i ~ sl ass Aaalgala Co% usw scaaas lio4sr4l twlwed Oolllklo ur rl Awl l'lMssc l IslsLo Wow ulSw luiylaial kadulectivtty:
Ik tlat Alpha, Total et Available P /g N/A 2k t2l kata, Total t ooH-i,--~e
- 0) Radiuta, Total >QOt I dk
~~-ms ~ l r
4k t4l l44uaa~ 60OH-Total a b -OOQ L.i takenuvec tbe operaliag bours of tbe facility during a 2i hour period. For ~rl a~in i~le, this value is the srlt ho>>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 of tbe fwilityducu~ a 2i hour peciod.
Avecege ofAnalysea Datectalne lbe avecage ofall eaullk>> taken within the past year, and report both l>>ssv ulul cunce>>tration.
I)II l)Wtl le.lt) I 2/87)
V. hNh LYSIS Ok'k'k'I.UEN'I'/IN'I'hKEQUhI.ITY - INIIUS'I'RlhLWhSTEWh'I'Ell N III)ES Nui)II)ui I'A p Intake he)upi<< Leper)ly lucstiuuufeuduple)
Q~k;<<i<<ting Discharge Q New Discharge hlescrihe Louis fur infurnhstiun presented, see psge 9 4 Instructions fur Ques)tun V I 2.D fAbb I. POLLUThNT ~~DaIIyV<w'f b.
Q.
Ilss4uum &
LEVEL Day Value PHESEN'I'. e. I~IgTeriu Avge. Value U NI'I'8 gIIOUph a ~a vsilabI I (lfsvsllsLI<<)vie d. No. ot a. (oncen- b. M<<ss Analyses tratlon I tl Coeeeeir<<ass &Steve h II CveCaaetreuvdh d I p ~hddhuwdh IC I)~leiuics I 0 D ~,IIOD ay gun Q,3 Ab /g a+ a Ch<<rnic<<l O<<yg<<n D<<Iusnd, COD c. pp C. 0 < leo c. Itt 8" Total Organic Csrbun, TOC l2 2.00K It. Q3 I 'c)'IG Tutu l Suspended Sob'ds, ThS l o,oo8 Q'otal Diseulv<<d SoUda, 2.cl h), 30lo TOS SC hu)uuuua as N
~ 8 o.31 Od 2.3 3+r Qtdr 7C Oil and Grosso O.')>
3,tdh1 4. 4)2 2- c. 3.33 C>khrino, Total lt<<situal Od 3O p,z5 I"C)
Tdnupefatufs wint<<r IwC I IIC Tenl pore'Lure
- 27. 38 Vaa)vw Vwlaa ~
aunts'Nr etepulurhl vtuhhh)~r J ITC pll l .Sh UIII Ihv u Ill I v Sllda)dv v a lialdvva is)he tutul dus>> ur sv<<huge d duhd entrvipvph Iii<<>>al pdh u alii)vrvlte evpph)i)e klsxi)uuni l)sily Value Itepurl the h)ghevt dsily value front the i<<hat year ofdets. Fur cepu mite senh iles, this value h ~
~ ~
IM44I lrwiaUw rirh ~ ii air dr \ i a. >> r r i i
\ haa v rrrwarwrarhvlww w'rl ia iiilrd r aadalwarparrwl Y .rhia r>r less) four grsL ssu)plea taken ever the oper<<ting le)urs uf Lhe facilityduring a 2l hour period. the h)ghent uverege.
Mss)n)uu) 30 Duy Vulu<< Doterdntne the sveruge ofall daily values Laken during each cslendsr cnonth and report vulues v It)un the )est y<<ud upul depiilt liiillhl)ie dhhhh>>u>>at haaiia edith uthauh.
~
Ludhg Terdu Average Value- Ifyuuiuessure ruurd )Id<<nun<<daily value furs pul)utsnt,deteruune tide uverageulull
I."It IIWt) 288.ill IHev. I2/Nl V. hNhLYSISOII'EI"FLUENT/INThKEQUhLITY-INI)USTIIIhLWhS'I'EWhl'Ylt NPl)ES Nuutl>ur ilA 0 9"'1 2.
s' Intake Sample(specify locauon ofsanlpiel Q~bxisting Discharge Q New DiacbacgetDesccilsebsaiafor infocmstiu>> prese>>ted,seepage 9 4 Inatcuctiuns fur fuel tm>> VI
- 3. Level Preseut S. Ifyou have mly re>>a>>>> Iu espeet tbe pullutu>>L Iu 4e POLLUTh NT GROUP 8 Accogta bio N
~I.DI-u~L L RPA llatbod Number
- a. Alar naay Valssss
~ . Avaraea Aaalyaaa vC
- r. IIaatsvr
- e. Units norlu<<lly preaeslt isl Ihia Jiseh<<cge, cheek tile kpproprl<<te bluck ur Jeacribe <<>>utber re<<aun.
Level
(@gill Used LIara Aa air vtv IIavv kasr Slaaa.
uasarlal Iaaf ve ~~~ ~l I alar I'ra<<ac ky- Iasalsa rrve rl Walar s I IAvr kr rlasa ~
IA: Gstur l0.2. /ssP H/A qy H//I q .
P N/]L l4ec<<l Cohfucm god I /p Cfr 16C I'luoride l00 0 L 2.oO 3.H zoo l>r/d IgC Nitcst<<.Nitcue toe N) 3.2- tv+ ~ 3$ 5o >ci2.
l7I'itcugen, Tut<<l Organic tos Nl .35/.2. Z Oo Hl I i~op 250 IN'bospburueto<<PI, Total 3ia ~. l Zpp 3).'I /5o III'tdf<<tete<<SO,I SuNide to<<St IPS
/00 '7/a.Z C. I s-'t,.l C.IOO r.l.q 2IC SuMite tee SO>l 2000 "I'7. ] C C 33si cZocu c.
s 22I'urf<<ctantatMBASI 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 four grab samples taken ovec the operaling bours of Lbe 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 A vecsge ofAn<<lyse<<- Determu>> 0>> average of<<ll samples t<<ken within Lhe past year, <<nd cepuct beth ms<<i, <<Iul l u>>centcetien.
5~ordard Mc hodS, l4 Cd.
Kk ltWtI.24tt.ts . t21ttVt V. hNhLYSISOlt'El"FLUENTlIN'I'hKEQUhLI'I'Y- INI)US'I'HlhLNhSTEWhTEIt NI'ill S Nusssb<<sA +
DO "I 1.4 <
OutfssMHsssssber Q lI Q Intahss Sans pte svpecsfy luce liun ufcans pbs) gtalsstissd Oisschacgo Q Naw fhachacgetdevecibebafsiafutinfocnsationpceeessted.vee peg>> Q.b lssetrssbssusse lus tissebssufs Vs
$ . Level Praeaat 4. Ifyuss Lssve ssny ceeeun tu ce pact tlse putlutssssl tube I'OLLU'I'hNT l. Dt4e- L SPA a. Usslte nurnssdly prevent In tbie diechargo,cLock tb>>
AooeyiaNe llaas 4vel gotha/ e. ltefs lear a, aeeceae <<r <<ppcuprtet>> bbscts ur deecclbo <<not4r raaeu>>.
QNOUl 8 Ihtetteelea llew Ntsatber . Jseaaef 4vel (coatlaued)
IltgO fdtIO IJaed s~ ee
~ <<~
ereeee el spes4>>
cee
+ aew
'cesesSel SSeehb Sessesee S eh eh S
SPWer ssse~
i L'b SPSehe >
lid Atsusssssay. Total Q 00.1 c c. c (g.9 ~ I pb/J 2N Aceessic, Total D <lb ct.tl (tp cl.~l s I 2LI lecyNsssss, Total, 20O l C5 C.b3 cg c b3 4il l&sss4w, Total 2.001 c Q c 83 i.5 c.93 6Q l'Lcusssissas, Tsstal 50 2OO.I c5O cS.S c60 c +}
Nl Chrasaissat, Hoaavaloot 20 SI2. es cd <3.% cd c3.H I
WM Capper, Total 20 2.oo.l 30 5- gx. s.75 Oil l~, Total 0 XS'I 2- <SO <S.
Oil Mssrcssry, Total 9.4h. I co.e <.og cp,g c.oe II'idsal,Total W 0 gpss.1 c p ibbS <<~ ebb/
l ill Saloaissaa,Total 101 c c.B> c~ c gy l2ll I Silver, Total 0 20O + C IO chte1 c/O chtshg 1Sl4 Thalhssas, Tsstal 0{) 1$ .2 C i .bB CIOO ci ldii Zinc,Total zo 2'.1 gpo 88 9 31 16ll Cyanide Total a35;3 c~ c.83 cg c.e3 I dll Cyanide, Pceo clO citil c$ .15 ~l:8 I V bff 3 ~ e Ie <<DhiffVrb>> RrPellh bibb e J Illv iIIrfr elbelrllf rrtbrrr. Pr
~
I h I r rrbrrberebshheaafererlhlrf Illlgrflb ePIIIINL PebubburIh ~ V lllrfhrhrgrrlre br, rfb
~i~llhl wirri lhrlrl I .
Igbl Jl I l
I, I,~
l,,l f ~, , I I I,I, l I.
uf et least tossr grab aasssptoss totsen over the upes etsng Lessee uf the facslsty dsscissg a 24 huuc pcs s~.
db Avisegeufhnalyeoe Detecsuisse the evecege uf ell 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/$7t V. hNhLYSISOY hi"I"LUEN'IVINThKFQUhLl'I'Y- INI)USTHlhLWhS'I'L'Wh'I'I,"lt Nl'l)VS Nu>>>bur IcA DO 0 15 2-~
s' Intake Sacuple tapucify locetiouuf eem ple I Q l4ieting Diecbefge Q Iiew 04cberf e tdcccribe beaio fw iolwcuetuut prevented, ccc pogc S 4 lnctructu)a>fur Llucvuuu V I
- 4. Level treeeut 4. Ifyuu bove <<uy rco~unluur poet tbe pottuiocil lu 4u iiittloa~
etc'r erA e. Units uorusstty prevent in Lkia cliecborge, cbeck L4o POLLUThNT Aaaoygqg a.
eppruprtote block ur clcseribe <<uotber reucuu.
GROUPS I~~i +u I lletbad c. O4c Ocllr Vchsc O. Avcccec el eoclrcca c. Nualscc l~ll u~) Qeo Nuatber Uoal Ay%C cR llcca llew bcmf isles la<sec ~ uecc
~ rwc u~ trace Acclra4 licaccW lacuuce I'o Masa ~
I I~cl Wcccc IYceOucy I7il Hwuebt, Total 20 2 <l5 <2.5 <fg (Z.o Igil Akuuiuusu, Total IN 200 1 l39 00 833 I Oil I4r iud, Total IN 200.1 clpo c CI00 cf 2ttil Boron, Total IN 00~ I l~ 20 le 2I ll I~it,Total 00.1 cirro cSO CBA Cg0 c.q.g 22ii Ireu, Total 200.1 z zo 410 2gil Iron,04wlved 0 200 1 lo1 9 f3 2.4, lcl gill llagswuw, Total 200c1 o 401 24ll llelybdoauaa, Total IN c z5'00.1
~iOD c .oS 4 ggil llaagaaooo,Total 2007 4 0 l . It o 27il Tlu, Total 200.l c C 3 < oc33 V 2gli Titanium, Totai 200,i cS <<S.34 c50 c, el.e KocluwcuLwllyVe ue puca big ~
value 4l Lbe et itluucllc uf flow wclghte J tutul ulllhb ul cvcc llac c uueeiug ut
~ ~
y token over Lkeopereltng e ofet tcect four greb oecuplea leken over Lbe opcretwg boureof Lbe fsality during e 2lbour pc<<ud
- I 4 Avcrogc of Anolyeea. Octeowiue Lbe overage ufoil eou4clce token witlun tbo poet yccr. owl rcport butb oecc eudruurcnueuun.
KR IIWII28$ .IO IRei. 7)
V. hNhLYSIS OY EI"I'LUEN'I'/IN'I'hKEQUhLITY- INI)US'I'IllhLWhSI'EWh'I'Elk Nl'l)l.'S N tl all>la. l'A d Q Intake becnple Iepeclfy lul'at lou el uulup4ll Q llaieting Diecbacge Q New Discharge t describe basis for infer <<let wn tdreeent udl, eee page 94 Instructions fur Ilus a w<<V l S. Lovel Preseut 6. Ifyuu buve uny reusun lu caped t the pollutant tu be I'OLLUThNT Ijaite aurluully present in this Jiseburge elulek tbe GHOU I'-I eSaa a~
S. L'PA Melbud Number
~ .arse My Vates L Aysy<des<<C lesly dw c. l4eesd O
appropriate hluck ur describe another reuuun.
VolaNo 4val sr ~ss "
~
ass etdss lsldd ay- lslsas lie<ed Orgaileoee Ills) IJ eccl ksds u~ Crude u~ 'c~4u C~u ~ ~"~ """'"
I'd wl<<< ~
r.~l W~ a:.el~
IV Accaleia IO OO fr2'i C OO Ct C(oo Ctu.4$
SV Accylostitcille IO id<2 4 .
clt<cdB c (c v li<.td+
SV Beacoao IO c. c.83 c g CS3 6V Scealuforat IO C ~ c.83 C g C.53 aV Cacbua Tetrachloride 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 CMuceotbaaa M4 c-Io chu1 ct0 cht1
'O OV IO
'IOV WAleruetbylviayl Rebec ?A C lO C441 clCl Clue
>>V Cbb r IO 42 '4 l .o .3 -8'I 3 leV 74 C5 C.B3 C.5'.S3 I gV I,I.Dicblecaotbaae IO 2. c C.B3 c c S3 16V I p.Dlcblecaetbaao c g c83 c c83 ISV I,I Oicblecaotbyleae Ia iy?A c c.83 c c.Sp 3 l7V I p Oicblecaprapaae IO 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 Su iiuelulwuDalDa Iy ve Iue. lier -t tbehigheut Jelly value final the blutyeecul Jute. Parce<<i wteuul<< le thiavulueiuthetutul tutdeuuvec ibe operating d ~
~
h<<<<<du<d<<III<<<d<<<<d<ddd<<<d<<<<d.
a F<<Kbbks <h < III<<<S< ~ <<<hd<<d<<d
<<luvuur
<<dl d<<[ < ';
uvecuged'uduewduud<<< td<<<<d<l <<durd <<lt<ldslle s4<<lple
>>. d ul'et least luur gcab saul plea ta ben over the u puca tulg huucu of the fur lbty duri<<g a 2e huuc peeled.
und cep >ct bulb<<lees olid cuncentcutiun.
Avel age uf Allelyeee- Detecluiue the avecege uf all aaulpleu taken within the pact year,
~ 'ee
- I 4 lltutcwtioue fuc Ilueet ion Vl with cegard tu IdC/IIS 6 peab pe ilute nta.
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 Nlhl)L'S Nut>>ln:r I'A 0O 2 o
Qf gsisth~ Discharge Q New Dhhchsrge tdewcibe basta fur infect>>stion peasant ed, aee page Qb lnhtructiuphh tuc Q ueh>>ahn V >
S. Level I'resent 5. Ifyuu have sny reuaun tu esp<<ct the pullutupht tu tpe POLLUTh NT il)niae~ 2. Rl'A l. Unils nurpuully prehent in tbiv dtihchurge,cheek t the alIOUI C-I Accol)llklo Method a. Crdb ty>>lly th aharrrhaipadt spprupriute thtuctb ur desccibe spnptlaer reusun.
I)oioollaa Nuather Vaataacp kudty bop c. Naaaphtahp VolaNO Orgaf)IOOee Lovel
~) Used ilwo u~ Qahh
~ rr aaalyb4 u~w
~
+ hhh Q R>> ha Ctsaaa M t ~abaad>>a sdw~
lsl>>p mwlw>>
I'd c>>d>>s p Sy.
rp>>aaadl Isbdta ~
Whdsrp tnhs>>d aVaca>>aes 20V Kethyl Scenude IO ZR d lo +I t1 ilo <I trl Mlc w/J 2I V Kethyl Chturide IO 0 2A c.tO ct 1 ct~ c/,tay1 22V Kethylene Chtucide IO cs <.83 c5 c.,83 22V I,I,2,R.Tetra. IO ch)oruethano @LE c. c. g a.~ c.S,3 24V Tetcschloroethylene IO ~5 c. 3 <5 c.53 3 25 V Toluene 10 trZH <5 <.S3 Cg C.83 3 V IQ.Tcsaa-Dich)oro-olbyleae f z4 i.g <.M c5 i.8> 3 V I,I,I Trich)orsethsne <5 <.83 cS c,Ss 3 V l,lg Tciakloroethane IO 6Z f <S c.83 iS ~rS3 3 V TctcMureethy)ene 42% i c,83 Ol V VinylCMwido Z.H < lO l.t1 C,fO Ct.tr1 r h ssr ribcop>>sirlld>>>>sldthsatcirhydlÃlsd a/st least luur gcsb ed>>>>plea taken uvsr the
'dahlllrrpstiod. p u peru t>>pg tuphn r~bl .ihisrsio isthsstlrh \ tic th>> rara dr s uf lhe facility during s 24 huur per iud I i a>> ~
r r, II, J h Averuge uf htuhl aes - Detecudne tbe average ahfsll ssuhptea taken withtn thu psbht year, sphd repuct beth ntssa snd cuncenlrstiun.
bee In~neth Queatiun Vl w>>hrcgscd tu t)CJMSS pestt pullutsnts
/ ~ l5.
Ill IIWtl 2gg.ltt sltuv. IMI7s V. hNhLYSIS Ok'Pk'LUEN'I'/fNThKEQUhLI'I'Y- INl)US'I'H lhL WhS'I'EWh'I'EH N I'I)I"S Nut>>lss:s's A 132 B' Iutebe Sec<<pie tspssclfy hscstioa ofso<<spiel Ef itsistissg Ihsdsecge Q New Dischecge tdeeccibe basis for i afocasetioa presented. eee page Qb Instcwtions fur flueetiun V)
- 3. Level I'reseat 6. Ifyuu bssve susy reuvuss tu ca poet tbe Ssthstssat tu he I'OLLUThNT I. Doioe. L IIPA e. Ualts aurssssslly prevent iss tbi ~ sliscLorge. choch ILe OROUi C-5 Iloa Level QeAosl ~ . ttus tssor L svsyses ur appruprhste btucb ur describe oaotlser reosua.
kwalor Vstue Sssslr sou . ssuulsee Add-Praetfoa Uoeh ed sossae Orgaalcaeo IIe+ Usesl IIsoo Ilse ssasu ssy sslsLo ssuser srsuhus ~ sysslsss ssseeslal cacsase4 ssw~
I'ssoJuss I'riess wooer ~ s.ass+ass IA 2~lscopboassi I~ (0 C ID C le C. I 0 t.i.>7 ~/I Issl <I 2A 2,g OicLIocopbeassI IO <10 C.t1 IO <10 2A 2,1 Dihsetbylpbeaol l4 lA lP Oissi~reesl 6A 2,d Diailcephsael IssM ( <M.A c~ C,4.lg CA 2.Nitceplsoael I~ lO clO c.. z ~IO c..t,a 1A 1 Nitcepheaei @ZAN CL5 C .I ~Z5 t4I1 4A PCMeee.raCreasl I~ JO 0 C.ht 1 +ID t I.u1 4A Iota CZ5 ~4.il c,z> c.g.tq I4 @ID c.l l l CIO ~l t1 I IA 2,d,4-TrlcLIorephsaei I4 @ID s.l.b1 <IO c.i.t 1 si tube<<ovec the opecstsng bunce of thu 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 tok v<<over t l<<qsuru t sssg hssucs uf lhe'foci hty during e 2g huus tsur sud
'J b Avvcege uf Analyses Deter<>se thuuvrsugs uf oil 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/MS 6 peal pollutents.
- I6-
Kll ILWLI ggg.IU Ittev. IML7)
V. hNALYSIS Ol" L'YYI.UYN'I'IIN'I'hKY. QUhLI'I'Y- INI)US'I'ltlhl.WAS'I'I'.WA'I'I:lt Nisi)l S Nus>>ll<<r l'A ~ 1 8 z>
Q Intake Soaapio Lepocify loco luus ofcaus pkl I 6('Keiellag Dlechocgc Now Dsochacge tdcoccsbe beaus for Infucuustluu paeeelateal, eee puge 9 b inetcuctlune fur tlueetlual V I IsOLLU'I'hN'I'IIOUI
>I, Lovel Prevent 5. Ifyuu lan ve any rcaaeaaaa su e e pea..l LLo lsu4utaaaat tu be
- t. IIoloe- O. Rth I. Ijaite auraaaliy prevent iu tbi ~ aliecbargo. cbocla llse C-3 ~, a<<ace<< <<I appropriate Lbacb ur aleecribo another reueuas.
Iloos tlowi QeAeJ ~ . Nee It<<Sac IIgwe-Notitrgtl u~ New..
e'aaaelr V<<tale Aeelreee a. Caaaaiea Practiogt Orgaalcooo EJoeJ uen<<R
~
Irene
<<I ale s ~ aee sc~ c<<c ~ ~~
I<<a<<a ra Mwa
'.~a ar Cea<<L<<
w~ ~
INhw L' S>lelNI >
IS hceuapbtbeno I~ 25 4,IO 1 c-IO a.. 1 ~ IZ jllb ZS haeaa pblbyloao IO 2,5'LO a, .l1 c. O Li.te1 ID l X0 c ID .L,1 <lO c..l -l 4 tS Seaai4ae 25'25 cu.t C.2.5 co.n OS Santo lolhatbrocoao I~ 2,g C,lO <<..t1 Cg C(.L1 OS Seaialol pyreae I~ 0 4t.h +I& c,, 1 +lO c.l.l1 7S S,i Sosseo.fksoreatbeao I~ 0 624 C.LO . 1 C O. c.l.s.1 OS SecaetgAiIPeeylecso I~ jo 4 2C c LO < l.t 1 c I 0 c.l.t1 OS Socsoelillslssoreatboao I~ C IO c I.4l c. IO (i.t,1 mtte~~yI I~
IOS Igotboao l0 Zb C < L1 ClO till 4 I IS Ssa LOCQerec&yORthor IO io (u2.b CO <.1 C. c, 41 4 IgS Sus LO<Macwwooycepyl) IO iftbor i0 fe2.> c. lo I'.. <l O c.l s1 IBS S LO-ethyl Pbtba late yil Xy. 10
~~'1 ~58 eZ IIII I Scusuupbeuyl phenyl IO
~l>>.L.1 <0 Ether ~i.i,1 4 tataeu uvec LLO oporatsag Leuceuflbe faclbty IIuclng R N4 buur pocituI. Foc gcCLI~<<> hal, Lhie vohso io Lbo octhauecagc uc Ouw weigllteJ Luaul aalushua Rvs luge l anil Calls ilslual Li>uaaal III>I hei lee aaf et leael fear graL eaauplas Laiaels over tile upecallaag basuco of Lbe facibly luring a 21 hour peciaeI nasal cepuct tauth sale<<a anal cuncealta etiull.
0 4 h vel age uf >atyeee Oeteruaiue tile aves'ege uf all eeulplee taken within Lhe peel year,
~
VI wllh tulatVll'i S peab pollutelato.
See lnvta furl)asoetiun ccgucai
>> q4~>>ic
~4'v>l l p,ceca wq/X n >i>ivc hccn a>~iaa>alras s'v i'~ I E.ea><aa<< r ...Il.L ~ I <<.>
sla ~
X X 'lhICC. I,t a all S4l gll)ES N untbur l'A '0 I 2.w HlOutfsS Nu>nber 0 II Q Intake Se>npb> tspecify 4>cat>onul san>piet 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 >
l'resent 5. lfyuu have uny reus<>n I<> espect tbe pullutunt lube POLLUThNT 3. Ieevel Units nur>ually present iu this <lis,charge, abaci< tbe GROUP C-S AccoptaNo t.n SPA
~ tr sr t>ssr Ia. Ars,.aes ool e.
appruprtyste bluet< or describe another ressun.
Method Base-Neutral DetocSoot Nu>aber Vaatss Ass>> hsh h. >>s as tow Fractiatt Lovel (ps' Ueoct 4 She soSCsa a she sSC sa I
'sdyao I>sap ils<wtsl lsr>sr's<ha ttsss. asodadSh>
> ~ as WS<W
<><>asa agh>r>sW Orgaaicsee pros>st<
l5S Sutyl Sensyl Phthalats lO l0 f 2$ >r Ip c I I1 z if) z I I 1 L{ /I ~/J I gll 2 Chloronaphthalens I0 /d M c. Ip c.l,ts I d'o lqS 4 ChlorophenylPhsnyl lo Ftber 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 0 62K <IO c..i1 c.to c i.l l I 2I S I 4 Dichlorobenxene /0 '4ZS clp c. L1 C.IO cI.I1
'22S l,g Dicblorobenaet>> lO 0 6 2,5 C.I p c..t,1 4-(0 ~ l.gl I
34'Dicblorobetlidins +2~ (Zg 23S 25 6 25 c-V31 ~q.t1 2iS Diethyl Pbtbalala 0 I 2b C.ID c..t1 C.lp cl.bz q
>bit DunetbylPbtbab>te 0 2< <I0 c. L1 C-IC> <<.b1 S !
2>8'S D> N Sutyl Pbtbalats /0 ~ 0 C I1 +It) 4 .ts1 2{
'El S 2,1 Dinitrototuec>> /0 & 5 C.IO c .t.1 c.lo cl.1 28S 2,S Diaitrutolusno lo 0 &28 <l0 t.l.t1 < o c.l.b1
'>9S Di N.t)ctyl Phthalste tpr>> C.I0 c.l.t1 cl l,2 Diphenythydrstine IO tos Acub r>rcncl /0 ln2h +IO (l.t,1 C.IL) <I,I,1 v v
'u Mus>n>uu>
l 2 r rlh
~
oper l aho r flhefe <lard rea 2<hoorperiod. Y uf at leasL I'uur grab ssu>plea takcnuver Lh>> uperat>ng bours of Lhe facilitythe r~bl Duily Value Itcpurt the highest du>ly value fru>n Lhe last year ufdutu. Per cow ~a>to ~>>> l
.lhl I l lh frh l rll during u 24 huw per>sd.
rle lr r I >> o ~ .el san>plea taken within past year. aud rep<>rt butb >uses and co>>cent>etio<>.
- t 4 Average of Austyacs- Deterwine the uversgeufull bce Inatructiuw lur tiuestu>n Vl w>tll regard to t>C/MS 5 posit pollutants.
- IH
k:It IIW(I 2ttS.IU tltev. I2/tt7t V. ANAI.YSISOI"EFFI.UEN'I'/IN'I'AKEQUALI'I'Y- INI)US'I'IIIAI.WAS'I'EWA'I'EIt Nial) I.'S No aal)ur l'A lf"" ~ Q lateksHaaupbatspecify Lacetiunufssuaplet (A(Ysisting Dischsrgi Q New Discharge ldescriLe Lssis for infurnastiun presented, ace page Q.b Instruct ieaas lur (iuehtaahaa V I POI.LUTAN'F O. Level Present 5. Ifyuu buve sny reuhu>> tu espect the pullutunt tia Le aIIOUP C-S I. Dot<<a. f. RPA i. Units nurauadly pre>>ant in this Jlscb<<rge, checla the sppruprlute bluck ur describe <<notLer re<<sun.
Ileao Level Method <<at>>a a>>tlr L avees>>>>t Sage-Neutral Ueeat Number Vfhthp>> Aaaelya>>>> c. lthfath>>a Fraction Level >>r laa>>p Orlanicaee (ltgii) Used A>>Bra a,~ ~ i>>hh k>>pp at~~
li>>a>>
c~wf~ ~~
sa>>f>>e '
f>>hial>>a>>
rrmupa sr.
~
i>>a>>af>>
W>>a>>p aaalh>>2 IY.hara>>i>>r UIII kluursnthene IO 6>g </p c.t7 IS laid 32II IO IP /ppZg ( Ip ( .(27 2- lp 4, 1 I lexschturubeaxsne IO /Zd c 0 < t7 (IO clL7 gill l les schkprubutsdisaae c Ict t.l t 7 c ) 0 I lexsrhtur- IO ucyckapentsdie c 0 cl.L1 c I0 I.t I I lesschkaruethsae IU Z5 c 0 (IL1 c.lp 37II lndeno I I ggcdt Pyrene /0 C lp (I LH a./0 CI,L/ 4 IO 25 C io 4 I I ciP Nsphthsleae IO /0 C/0 cl.t1 <IP cl.t I Nitrolaergene IO /Z5 C I t1 (I0 4IS N Nitro<<ed(.
iaethy4taiae 25 Clo c.t7 </0 cLL7 N Nitroeodl.N-Propy4<<thte 2 C (LL1 CIO (l.t.1 N.Nitroeodi-pheay4<<tine /0 C c.1 CIO (.1 44II IO 25 C 0 cit1 C I 46II IU C 0 C. -I C/0 c/,L7 l,2,4 Traclaturubeaaxeaae IU 2 C 0 CII7 (ICE c/.L7 le, this value is the tet<>r uvcruge au>>ac>>trua>>>>a tuua>>l 3 u Musanauaaa Daily Value ~ I(spurt the haghest deity value fruan the last year ufdsts. Pur ate sean 2>> 4 2 aaalh haa pllrrliApilrllrr fli>>f ililf llllinpa2lf>>llrprri>>f.p>>~hl,rhfir caa>>a illa II >>rli 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 facility during u 24 hour2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> pera l.
Within the peaht year, ua>>l r ruaaae>>treos>>.
3 L A Veruge ySCS - Deternaine the <<Verege uf Sll SS>>aplea taken auth aaaeahe Sard
~>> bee l>>str fur(luestiu>> Vl withregsrd tu(aC/MS6 peek pelluls>>t<<
tn
Klt IIWtl 2gg.l0 tits . V$7t V. hNWLYSISOh'EI'I"I.UEN'I'IIN'I'EKEQUhLI'I'Y-INI)US'I'RlhLWAS'I'EWh'I'EII NI'l)ES Nttml)ur I'A ~ g 2.
E( Q lutshe Scruple tepecify lucstiunufsstuplel QEsiotiog Discharge Q New Discharge {descriLe basis for infurrustiun presented, see pege 9.4 Instructions fur Queotiuu V)
N/A 3, Level Present S. Ifyuu bsve sny reuourr tu espect tbe pullutunt tu Le illa4awa I. Oatoc. 2. EPA 4. Units nurntslly present in this discharge. check the F UThNT AcceplaNa ~ . etch assay S. S roc ses ot sppruprlste blurt ur dleocribe snolher ressun.
CA ilaa Level 5ietbod GRO IIelooilata Uassl Number Vstss asstr sss ~. Nsohlpsr Lovel lsrhr Fstgtlcld dpr Isw ethos 4Ws nrlhsr Qes Used tr<<twh ~ tr<<4a Aeslroto coo
~ tops ot<<srtsl fscrsrse, I'rp<<sdr Srlprso sphetpl ~ Sy I'rddescc w<<sr d
pL' tptstsp IP AMriu 2P Alpha BHC IO 3P Set>> BHC IO 4 l'lsniuta BlIC IO 5P Delta SHC IO liP Chlordane IO 7P 4,4'DDT IO ttP 4.4.DDE IO ItP 4,4'l)DI) IO
.IOI'ieldria IO II I'lpha Eadosulfan IO I2P Sets Kadosulfaa IO l3P Endusulfaa Sulfate IO I 4l'ndrin IO l6P Endrin Aldehy* IO I SP lleptschlur . IO l7P Heptscblor Epuxide IO 25P Tussphene IO 25P DIOXIN;o 23,7P-Tctrachlorodihento P l)iusin t h P 1 ifstrre Setout the highrot dsrty vslue r th Perdu ri rdhdf iidrd s drdh <<PrePidd. P ~hl frunh the isst year ufdsts. Pbr dprrp id
.dh ~ i i,d uf st least four grsL osurples taken over lhe uprruling hours uf the facility during s 24 hdpur penipd
~
dhe,Si ii W i ht dpi i ~ > hw,d su J ra tpi dr< tsuh rpleoo end runr<<utretiun.
- I 4
- Average uf Analyses- Iletermine the avrrsge uf sll ssn>plea ta4n within the psst yesr.
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 ouch testing.
d p
'Jtt
Kit BWtl.2itg.lO tBev. I2/81t V. ANALYSISOF El"l"LUENT/INTAKEQUALlTY-INl)USTRlhLWASTEWATER NVI)YS Ntaat>l)a:r I'A -
Q7 32m 6k Q Intake Baanpis tspscify locsuon ofssaaapls)
QBxistiaag Discharge Q New Discharge tdescribe basis for infornastiun presented, sea psgs Ob Instructions for tlueatiun Vi 3 $ . Lovel Present d. Ifyou hove sny reoaa>n au aspect ths pollutant tubs Kbalasa I. Detoc- L BPh e. Units nuranially present in tlais diacbsrgs, a:bsck the POLLUThN'l'ROUP@ Accoptab4 Method a Saas Deer Aeersce et appropriate block aar dcacrlbs oaaothsr rsssun.
Dotoet4at t4as Lovel S.
Number Vates Aaalyees c. yaeaaler Used pCH'See Level tp6iD Usoai er Assay<
AAOCea'sw tasse aasaa.
Scca~
laaer asedtsae aay. aaashe a)<laer IpgO Nsrs aasaertsl Isaaweal I'baca rrecera Wsaer suaslsaas I SP PCB-I242 Cg 4,83 a.> (,83 a4 u9/2 Xhl I SP PCB. I2f4 r.oB (5 (.83 ig 2ttP PCB- I 22 I 8 (5 (,M cS (.83 2I P PCB I222 ( C..83 ~ 5 a..&b 22P PCB I24l t.08 (5 ( S3 (5 (.83 22P IaC8-1260 fooB (6 (.B3 c y (.53
<
~this value is tbo aritbnaetic or Aow-weightcal total aaasss or svcrugs coaucnaraatiun feudal an u aeries ofat least four grab eanapbsa taken over lbe operating bours of tbe facilityduriaag a 2g boor period. 0 b Average of hnolysee- Oeteranbae tbo average ofall essa pleo laken within the past year, and report both naaw and concentration. Bse Instructions fsr Qussuou Vl witb regard lo OChN dpoak po0utanta, KII IIWII255.tli tksv. I$57t V. hNhLYSISOk'EI"I"LUENT/IN'I'hKEQUhLI'I'Y- INI)US'I'IIIhLWhSTEWh'I'EH Nl'l)KS Ntt>>li ur I'A OO W a3 2~ sk Q latshe Sanypls Ispeccfy tucstisu ofaeuipley Q kiietiug Discharge Q New Diechacge(describe basis fsc infocyuetisn pcsssutsd,sse pegs 9 L I>uucuct tons fuc Q wstiuu V y
- 3. Wvol Present 4. Ifyuu Iyuvo suy rcuiuu ny srtycct lbe lynkutunt tcy Lc POLLUThNT Aeaoglollo s.aw- 2. kPA
~. ttw Oat ~ . Atw+0%4
- i. Units nuryuulty pr<<sunt iu it>is discharge choch lbu sppcuprtsts Lluch uc describe uuotLer roosun.
GROUP R 4gothwl Level u~ plwaler vs4w Aaslyseo c. Nsa&s Radloac4vlly lygO lJ ocul ~ A'IAC uoH +~
QA ttwo isolys4 C00 lisao use tcwas ualer4I leaiwao Qo lssw ll4lo I'rwl<so I ey I'aa4eoaa lalaLs
.Vms s 4)Us~
Yavyws itw4aumvtty: gOOIW-Ik I I I Alpha, Tolal Available a5-008 N/A >.2.~ "j" pCj'4/g gk l2I Seta, Total Jk l2) Rodiwa, Total tnOOIH-Z6-008 ik lit karla 22g, Total a ~-OO8 I 13.
tulsa svsr the operating leuco of lbe facilitydwiag a 2i how pwied. Ywgcydi~~ ttuo valw io tbe srubuastic ur Auw weighted tots uls& uc svccsgv illluclll st 1 ~ oui tuuu J yu u w) tcs ofel Iseet fow gcahmapiea laban over tho opwatiag bswa sflho facilitydwtug a 2i how pecisd.
g.h Average ofAaalyeoo- Detarotiao the average ofall <<yupteo la hen within tbs 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 Nial)ES Nul>>lac)A 9 l .5 2 n Q Q lutkLe Seal pie lslaeaafy lecsliu<<ef wain pie) 6(". Ya isting Discharge Q New Daschsrge ldescrabe basis fur iufuraus i)en presented, see pkge Sb l<<st rue)ious fur tluestauia V I O.OI o5'ft44 Q. LEVEL VIIESEN'I'- 3. U N I'I'8 I. POLLUThNT ~ . Igsa4uum M Day Value c. Iklug Terua A vga. Value glIOUp h I. Saalaaoa Dally Vah)oe (ifsvaOaNo)ee llfavailable)ass d. No. ol (oncen-Analyset
- 4. Uuits aor>natty present in tbis ditchsrge. cLech tbe sppruprislo hloch ur >><<scribe snot Lor reason.
- l. Detec- L EPh
- s. Ilsc a>>ay k aar
- 4. Units nurmstty present in ibis discharge, check lhe sppruprlste Lluck ur Ilescribe uwulher reusuw.
- c. Nsasla>>c As>>lysi>>
- l 4 hversge ofhnstyses. Dclcru)iue the average ufull sun)plea taken within lhe psst year, swd repurl bulb n)asssnd cuncewlreliun.
- c. I4)og Teria Avgs. Value Of avsBsLL))aaa d. ffo. of Concen- b. Mass Analyses tration I)) Casaas)caaas aa) S)aca I I I Caoacualg Sudra ISI etage alg uasacaalgsus>>h IC Biud)eu)ical Osygen De)>>and, SOD Che)nicalOaygen 2f.h Den)snd, COD ( O ( 3LIQ )Vga'/ g A.bi J Tutsl Organic Carhun, TOC Q 3 Total Suspended SoMe, TSS l.O o.S 0.0 f O. 2.<
- 7. Lab Sl S I I I)4 I a) stu>>a)4<el lgc ~ ) Sh)ah spa IIa a)gall% Ul I I l S >>>>l)S Qaajluu>>)Daily Value - ffepurt the hlgheal aleily Value fran) thO feet year Ofdela. Per CO>>1 site aem leS, shia Value is the tutel mSSSur SVel age a a>>ICC>>ll4)lu>> )IIIIIII)I>> u a as>>a)>>ISI)e S4lalp)e
- 1. POLLUThNT GROUP h ~ . Mattlatea Dally Value'If hb4sbuua&Day Valw available) c.l~g Terat hvge. Vstw (ifavailable)vev d. lto. ot Analyses
- e. (oncen-tcalion
- b. Mass ItICeseestrettee Ialiteve IIICvecveuvuve Isl etvvv II ovvcvv>>vuvv Iliudleuticsl Osygea De>>tend, BOD Cbaaical Osygea 2I Delusad, COD Total Organic Carbun, TOC.
- l. Dotoo- K IPA i. Unitaa nornaaally present in ILis diecherge, check Ilae POLL NT ldotbod ~ . casa nslly a. lsscsassI appropriate bluck uratescribe aaaaother rcaaeun.
- 2. LEVELPHESEN'f 3. U N I'I'S I. POLLVThNT b. lgsabs<uw Ig Day Valw c. Iouug Terw Avgs. Value g gOVp h I.M<<ttlttasa DaQy Valw ilf<<vedi<<bi<<le (ifsv<<II<<LLI)gee d.'o.ot a. Concen-
- b. Mass Analyses t(ation luCesceeustlos Wilccc <llCug<c~cuse I I i uw cue<2 rgusr<g IC Iliudlewic<<lOsygen-Deuland, NOD nicl/ g o+ Chemic<<I Oaygen Deluand. COD Tu4ll Organic Carbon, TIIC iI'lualSwpsluledSohde.
- >ill>>Pullhull<lli>><>>>>SScg<ul<uil<'>>>>ll<lllull
~ CC IC>>lg Ter<>>AVerage Value-lfyuuuu<SSureuuul then>>Is<daily Value furSPulluulnt,deterululelh>>SV>>rageufell
KH IIWti 288.10 tHev.
V.
.r I$$ 7t QEsisting Discharge
~
hNhLYSISOF FFFLUENT/INThKk:QUhLITY- INDUSTIIlhLWhS'I'k'Wh'I'EII o ~ ~
Q New Discharge IDescribe beaia for infer uuLtiuu presented, NPl)ES Nutnl)ur iyA Lee peg e 9.4 I nstr wtiuns fur Quesuun V t
') 1 32-v
$ . Level Preseut 5. Ifyou have uny reuacuc tu espect ihe pullutuui tu be
- e. Units nurcuelly present iu tlcis dilchsrge. check the
- l. Qotoe- K RPA <<pprupr4te block ur describe another reesun.
- l. Name and address of the chemical addiuve maaufacturer) s)
- 3. Material Safecy Daca Sheets or other available iaformacion oa the mammaliaaor aquauc toxicological ~ tfeets
- 4. Available daca on the degradauon or deeomposiuon of che addicive in the aquatic environment B. Olios ifyou use or manufacture aay one of che foUowing compounds:
- l. -%hen performing the required GC/MS analysis oa Pcimary industry pcoeesa wastewater. ldenci!y the ve i5) highasc GC/MS peaks for peUutaaca noc otherwise iacladad under Grouya C)C< and D ofQuestioa V.
- 2. - Base this upoa your knowledge of the use or manuhecariagof various chemicals or ocher maceria4 at your aet)ity which ara likely to be presenc ia any of your disehargea
- pellets **liquid Not currently in use, but is planned for use.
- 1. Name of applicant (owner) Pennsylvania Po~er f Li ht Co. Telephone No. ~1~) 542 3300 Susquehanna Steam Electric Station Address of applicant PO Box 467 Berwick PA 10603
- 2. Person or organization conducting treatment (if other than applicant) Th<<<<<<y>><<bsen Ecology III, Inc.
- 3. Name of water body to be treated
- 4. Location of water body: County L zer Township or other municipality Salem Township Nearest built-up area Beach Haven, PA
- 5. Type of water body: Pond Lake Impoundment Canal
- 6. Uses of water body to be treated:
- 7. Does water contain fiant Yes No warmwater species cotdwattacspeciecltrooti
- 8. ls water body open tor public fishing? Yes No~
- 9. Has water body ever been stocked with fish by a State Agency? Federal Agency?
- 10. Does water body have a discharge or overflow of water? Yes X No lf YES, indicate time ot year discharge or overflow will occur Intermittentl throu hout the vear
- 11. Name of receiving stream Sus uehanna River
- 12. Total area of water body: Number of surface acres Treatment area: Number of surface acres Average depth and various species of fishes native to the Susquehanna River which are inadvertently va make-u river ~ater.
- 15. Manufacturer's name(s) Sonar Elanco Products Co. Indiana olis IN)
- 16. Dosage.of each chemical per treatment (specify in either pounds or gallons)
- Perimeter treatment (circumference is 3325 ft x 60 ft out from shoreline = 4.5 acres)
- 18. Additional information Nus n-Noxf ish will be detoxif ied at the S ra Pond outlet by "drip-Ceeding" potassiuiti permanganate at a rate equal to the. concentration of Nusyn-Noxfisn in
- 19. lkSS Bl SRfh gotNliaFQsers of the treated water been notified of the treatment?
- 20. APPLICANT CERTIFICATION The applicant: (a) has.notified all other potential users of the treated water as described in Number 19; (b) agrees to employ the listed chemicals in conformance with the manufacturer's specifications and with all the conditions of the permit; (c) is responsible for all damages incur y the chemicals used; (d) certifies the truth of the above statements.
- 3) BETZ CLAM-TROL CT-1
- 4) BETZ POWERLINE PPL-04
- 5) BETZ COPPER-TROL Cu-1
- 8) EPICOR RADCLEAN (RC-8)
- 9) NUSYN-NOXFISH
- 10) SONAR Information provided on products that are ef fectively addressed in Section V also fol lows and includes:
- 1) BETZ POWERLINE PPL-05
- 2) BETZ POWERLINE 3003
- 3) BETZ POWERLINE 3680
- 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 = neerin Co. mc. 2%1"QQ AooresslNumoer Sheet Ctv State andZIPCooc) ChemiCal Name
- lone Form 0&A 2O
- 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 of Table 4 Substance Quaatily 2.
- 4. FINAL
- 2. AFFECTED OLTFAI.LS OMPLIANC DATE CONDITION. AGREEMENT, 3. BRIEF DESCRIPTION OF PROJECT ETC.
- l. Check the appropriate box and submit the report when yes is checked.
- 2. 4o studies need be conducted to respond to this item. Only data which is already available needs to be submitted.
- 2. Provide the name and location of any existing plant(s) which, to the best of your knowledge, resembles your planned operation with respect, to items produced, production processes, wastewater constituents or wastewater treatment Name Loca 'on B. For All Dischar rs: (Optional)
- l. Acetalde hyde 1.000 52. Benzoic acid 5,000 Acetic acid 5,000 53. Benzonitrile 5,000
- 3. Acetic anhydride 5,000 54. Benzoyl chloride L.OOQ
- 4. Acetone cyanohydrin 10 55. Benzyl chloride L00
- 5. Acetyl bromide 5,000 56. Beryllium chloride 5,000
- 6. Acetyl chloride 5,OOO 57. Beryllium fluoride 5.000
- 7. Acrolein 1 58. Beryllium nitrate 5.00D
- 6. Acrylonitrile 100 59. Butylace tate 5,00D
- 9. Adipic acid 5,000 60. n-Butylphthalate LD
- 10. Aldrin 1 61. Butylamine L.OOO 1 L. Allylalcohol 100 62. Butyric acid 5,000
- 14. Ammonia LOO 65. Cadmium chloride 100 L5. Ammonium acetate 5,000 68. Calcium arsenate 1,000 I,B. Ammonium benzoate 5,000 87. Calcium arsenite 1,000
- 17. Ammonium bicarbonate 5,000 88. Calcium carbide 10
- 18. Ammonium bichromate 1,000 69. Calcium chromate 1,000
- 19. Ammonium bifluorid 100 70. Calcium cyanide 10 2D. Ammonium bisulflte 5,000 71. Calcium dodecylbenzene
- 21. Ammonium carbamate 5,000 ~ sulfonate L,QOQ
- 22. Ammonium carbonate ',0M 72, Calcium hypochlorite 10
- 23. Ammonium chloride 5,000 73. Captan 10
- 24. Ammonium chromate 1,000 74. Carbaryl LDO
- 28. Ammonium fluoroborate 5,000 78. Carbon disulQde 100
- 27. Ammonium fluoride 1M 77. Carbon tetrachloride 5,000
- 28. Ammonium hydroxide 1,000 78. Chlordane 1
- 29. Ammonium oxalate 5,MO 79. Chlorine 10
- 30. Ammonium silicofluoride 1,000 80. Chlorobenzene 1QQ
- 31. Ammonium sulfamate 5,000 81. Chloroform 5,000
- 32. Ammonium sulBde 5,QQO 82. Chloropyrifoe 1
- 33. Ammonium suite 5,MO 83. Cldoroeulfonic acid 1,000
- 34. Ammonium tartrate 5,000 84. Chromic acetate 1,000
- 35. Ammonium thiocyaaate 5,000 85. Chromic acM 1,000
- 38. Ammonium tltioeulfate 5,000 8'hromic sulfate 1,000
- 37. Amyl acetate 5.000 87. Chromous chlorhh L,MQ
- 38. Aniline 5,000 88. Cobal tous bromide L,OM WWHAA4 1,000 89. Cobaltous formate 1,000
- 40. Antimonyyot~hma tartrate 100 SO. Cobaltous sulfamate 1,000
- 41. Antimony trihceaxhit 1,000 Sl. Coumayhoe 10
- 42. Antimony trichlerhh 1,00O 9L Cresol 1,000
- 43. Antimony triduorlde 1,000 93. Crotonaideh'yde 100
- 44. Antimony trioxide 1,000 94. Cuyric acetate 100
- 45. Arsenic disulfide 5,000 95. Cuyrie acatoarseaite. 1M
- 48. Arsenic pentoxide 5,000 98. Cuyric chloride 1Q
- 47. Arsenic trichloride 5,000 Cuyric nitrate 1M
- 49. Arseaic trisulBde 5,000 99. Cuyric sulfate 10
- 50. Barium cyanide 10 100. Cuyric sulfate ammoniated 100
- 51. Benzene , l,QQO