ML18095A252
| ML18095A252 | |
| Person / Time | |
|---|---|
| Site: | Salem  |
| Issue date: | 06/01/1990 |
| From: | Miltenberger S Public Service Enterprise Group |
| To: | NRC OFFICE OF INFORMATION RESOURCES MANAGEMENT (IRM) |
| References | |
| NLR-N90103, NUDOCS 9006060239 | |
| Download: ML18095A252 (293) | |
Text
Public Service Electric and Gas Company Steven E. Miltenberger Public Service Electric and Gas Company P.O. Box 236, Hancocks Bridge, NJ 08038 609-339-1100 Vice President and Chief Nuclear Officer JUN 0 1 1990 NLR-N90103 United States Nuclear Regulatory Commission Document Control Desk Washington, DC 20555 Gentlemen:
NJPDES PERMIT NJ0005622 .
SALEM GENERATING STATION ' '
FACILITY OPERATING LICENSE NO. DPR-70, DPR-75 DOCKET NOS. 50-272, 50-311 The enclosed application in support of a request for renewal of New Jersey Pollutant Discharge Elimination System (NJPDES) permit NJ0005622 is submitted pursuant to the requirements of Subsection 3.2 of Salem Generating Station Environmental Protection Plan (EPP), Non-Radiological, (Appendix B to Facility Operating License (DPR-70 & DPR-75, Docket Nos. 50-272 & 50-311). The renewal request for the NJPDES permit is submitted in accordance with the New Jersey Administrative Code, Section 7:14A-2.l(g) 5.
Should you or your staff require any additional information, please contact Mr. Bruce Preston, Manager - Licensing and Regulation at (609) 339-1229.
Sincerely, Enclosure
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-- 0:1()()60602:39 F'DR ADOCK
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Document Control Desk 2 r~W'N o 1 1.990 NLR-N90103 (All w/o Enclosures)
C Mr. J. C. Stone Licensing Project Manager Mr. T. Johnson Senior Resident Inspector Mr. T. Martin, Administrator Region I Mr. Kent Tosch, Chief New Jersey Department of Environmental Protection Division of Environmental Quality Bureau of Nuclear Engineering CN 415 Trenton, NJ 08625
Docket # £0 - .J..- '/) -
Accession # 9'00 &o~tJJ-3-C/
Date h /1 / 9~ of Ur Regulatory Docket File
~alem Ge,nerating $t~tion
. Application for Renewal NJPDES Permit No~ NJ0005622 Discharge to Surface Water May 1990 PS~G
.-~.\-!
Public Service Electric and Gas*
f .
Company l
.\
__J Steven E*. Miltenberger Public Service Electric and Gas Company P.O. Box 236, Hancocks Bridge, NJ 08038 609-339-1100 Vice President and Chief Nuclear Officer VIA CERTIFIED MAIL JUN O1 19SO NLR-E90110 Mr. George Caporale Bureau of Information systems and Data Processing
- Di vision of Water Resources New.Jersey Department of Environmental.Protection
- *.*.CN-029
- .' *; Trenton,* New Jersey 08625-0029
!{~:-Deal:: Mr". Caporale:
- iA!.~Itp:i;;rcATION FOR RENEWAL
.:fl:\frtf\1*;f>f.lES ..:PERMIT NO. NJ0005622
'df,::-':.R;;~;t,';~m:ant to N .J .A. c. 7: 14A-2 .1 (g) 5, Public Service Electric and
- -;: Cas .. Co:rilpany (PSE&G) hereby submits two copies of an application
- j,n support of* its request that the New Jersey Department of
.<'.Enyironmental Protection (NJDEP) renew the above referenced .. :ri{f:!~ ,,~:., .
. >\:reri$ey ~ollutant. Discharge Elimination System (NJPDES) pe:rni.:L.t. ,~, - : ."...*~
wl:J.ich expires November 30, 1990 for its Salem Generating stat:~on::: '
{Salem). *,:;: *'.:d * '."~..-:
Tbe_following documents are enclosed:
-1. notarized certifications by the Gener.al Manager Salem Operations* and the Vice Presid~nt and Chief Nuclear .:* .. _ ( '
Officer in compliance withN.J.A~C. 7:14A-2.4(a)* and (c ) * *_. ;* .... ,. . ,~ *- *:.' .. ;
- 2. completed Standard Application Form CP#l, togethe~--~{171 , .. ,J "Endors.ement E" executed by s. E. Miltenberger Vice
- President and Chief Nuclear Officer, and L. K. Miller',"**.**.
General Manager - Salem Operations. . c; *~:L _; ,::. ;.1 . . :-
- 3. completed WQM-001 Form, Application to Discharge ;.::::1 *~*-:'.i:- .. *.
Wastewaters and Residuals to the State's Land and Water.
. ~ *._ 1.j
Mr. George Caporale NLR-E90110 2 JUN O 1 1990
- 4. Form WQM-003, Endorsements, with a copy of the letter to Lower Alloways creek Township, the local municipality. Based on discussions with the Bureau of Construction and Connection Permits, endorsement of the local sewage authority is not required.
- 5. completed Form 2C (EPA Form 3510-2C) including analytical results and a summary.of data in support of this application.
- 6. u. s. Geological Survey Topographic Map.
- 7. schematic drawings showing the layout of the facility, discharge points, and monitoring locations.
Salem consist of two (2) pressurized water nuclear reactors.
Unit 1 has an approximate net electrical capability of 1090 ..
megawatts and Unit 2 has an approximate electrical capability of 1115 megawatts. Equipment which supports plant operation and discharges in accordance with the NJPDES permit include the once-through non-contact cooling water (DSN's 481-486), oil skimmers (DSN's 487B, 489A, and 489B), the non-radioactive liquid waste discharge system (DSN 48C), and stormwater runoff (DSN's 487, 488, 489, 490, 491)
- The once-through non-contact cooling water (DSN's 481-486) is designed to dissipate waste heat rejected by the steam electric turbine condensers. The Delaware River Estuary provides the cooling water for steam condensing. Identical circulating water systems are provided for each condenser.
The gravity separation oil skimmers receive precipitation runoff flow from the station Power Transformer sumps, Auxiliary Power Transformers sumps, and the Main Station Transformers. The Turbine Building Sump Pumps also discharge to #1 & #2 oil skimmers and the auxiliary boiler blowdown discharges to #3 oil skimmer.
The non-radioactive liquid waste disposal system treats liquid waste from the steam generator blowdown system, regenerant wastes from the demineralizer systems and floor drains in the the area of the chemical treatment facilities. The flow is treated by primary clarification and pH adjustment prior *to discharge to the Delaware River.
- Mr. George Caporale NLR-E90110 3
'.~'Ui'N 0 1 19BD Stormwater runoff is collected and directed to the Delaware River Estuary through the yard drain systems. Most of these discharges are tidally flooded with river water making the discharge more representative of river water then precipitation runoff.
Based on internal review of this document additional analyses are being performed at specific outfalls. The results of these analyses will be transmitted as soon as they are completed to supplement this application.
If you have or any of the members of your staff have any questions concerning the information provided herein, please contact Mr. Edward J. Keating at (609) 339-1466. We would like to meet with you or your staff at your earliest convenience to discuss this matter.
Sincerely,
- Enclosure
- County of Salem State of New Jersey I, Steven E. Miltenberger, Vice President and Chief Nuclear Officer, certify under penalty of law that I have personally examined and am familiar with the information submitted in this application and all attached documents, and that based on my inquiry of those individuals immediately responsible for obtaining the information, I believe that the submitted information it true, accurate and complete. I am aware that -
there are significant civil and criminal penalties for submitting false, inaccurate or incomplete information, including the possibility of fine and/or imprisonment *
- £.//}~
__. ,. .- 1-------=-""1/:.......::lw_;_;:~U=-)._J!-=---1)_.~-
steven E. Miltenberger Vice President and Chief Nuclear Officer Sworn and subscribed to be,.f2re me this~
- ~day of~ 1990
'()
of New Jersey My Expires LARAINE Y. BEARD Notary Pobfic; of New Jersey My Commission 'fJ(j>ires May 1, 1991
- county of Salem State of New Jersey I, Lynn K. Miller, General Manager - Salem Operations, certify under *penalty of law that the information provided in this document is true, accurate and complete. I am aware that there are significant civil and criminal penalties for submitting false, inaccurate or incomplete information, including the possibility of fine and/or imprisonment.
Lynn K. Miller General Manager -
Salem Operations Sworn and subscribed to be~ore me th~...0'71' ~
~-'- day of ~ 1990 1
£~~
Notary Public of New Jersey My Col1U1lission Expires
Endorsements (WQM-003)
Application Form 2C - Wastewater Discharge Information (Items I through IX)
Application Form 2C - Item V for the following:
DSN 481 DSN 487 DSN 482 DSN 487B DSN 483 DSN 488 DSN 484 DSN 489 DSN 485 DSN 489A DSN 486 'DSN 489B DSN 48C DSN 491 DSN 481 - 486 Ammonia Study Part IV B/C Permit Change Requests ***.***
.. * \ .
Maps, Figures, and Photographs
§tau of Jlcta 1"'sCl!
DEPARTMENT OF ENVlAONMENTAl PROTECTION STAND ARD APPUCATION FORM (CP #1)
CONSTRUCTION PERMIT NUMBER 1 CONSTRUCTION AND DISCHARGE PERMITS READ REQUIREMENTS~ FOLLOW INSTRUCTIONS CAREFULLY - Pt.EASE PRINT OR TYPE la Applicant/Owner** Public Service Electric and Gas Co. Telephone (609 ),_3_39_-_4_19_9_ _ __
Permanent Legal Address 80 Park Plaza City or Town._N_e_wa_r_k_ _ _ _ _ _ _ _ _ _ _ __ State._ _ NJ_ _ _ _ _ Zip Code 07101 Federal Tax LO. or S.S. # - - - - - - - - - - - - - - -
1t;>. Applicant/Operator Public Service Electric and Gas Co. Telephone (609) 339-2900 PermanentLegalAddress.-=-P_.~O~*-B~o_x_2_36_ _ _ _ _ _ _~----------------
City or Town._ _ Ha_n_c_o_c_ks_B_r_id_g_e________ State_ _N_J_ _ _ _ Zip Code_ _o_8_03_8_ _
- >.~1 c. Co-permittee*___N_l_A_____......;....._ _ _ _ _ _ _ _ _ _ _ Telephone (
Permanent Legal Address._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~
City or Town._.;.__ _ _ _ _ _ _ _ _ _ _ _ __ State_.;.__ _ __ Zip Code._ _ _ _ __
- 2. Location of Work Site._...;.A.;.;.r..;;t..:..if;...i:....:;c;..:.i.::.a -=I:.:s..:..la : : . : n . : . . : d = - - - - - - - - - - - - - - - - - - - - - - - - -
1.:...
Name of Facility, if applicable Salem Generating Station Address (Street/Road} End of Buttonwood Road (Artificial Island)
Lot No. 4. 01 & 5. 01 Block No. 26 E.P .A LO. # NJD0770708 ll City or Town Han cocks Bridge State_ _.N_J_ _ _ _ Zip Code 08038 Municipality Lower A11 aways Creek Township County Sal em
- 3. If applicable, give name Of: Engineer/Surveyor/WeU DriUerlGeologist/Soil Scientist (Specify)
Name._ _.:.:.Nl:.. .:A..:. . . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _N.J. License No._ _ _ _ _ __
Name of Firm, if e m p l o y e * * - - - - - - - - ' = - - - - - - - - - - - - - - - - - - - - - - -
Address (Street/Road)._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __
City or Town _ _ _ _ _ _ _ _ _ _ _ _ _ ___ Slate._ _ _ _ _ _ _ Zip Code._ _ _ _ __
Municipality _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ County_ _ _ _ _ _ _ _ _ _ _ _ _ __
Telephone (
- 4. This is an applicat~ for NJPDES-DSW Permit
{Name of permit. csrrification. approval. jurisdictional determination. or exemption. ~Item 9, next page.)
This sectidn must be compieted by any local govemmental unit when it is a Co*permittee. (Not required for Treat*
ment Works Approvals.)
- Stilwer System Applications (Treatment Works Approvals) Should be made on behalf of th6 eventual owner of rhe proposed system.
.DETACH FOAM FROM PRECEDING OOCl.)MENT 11/89
- s. Fee is anacned (ii applicable). s__N/'-A_ _ _ _ _ _ _ _ __
- 6. Estimated construction cost of project:
- 8. If applicable:
- a. $
- b. $
N/A N/A total cost of the project portion for which this permit is requested
- 7. 1 have included certifications al any public notifications. __Yes (For Watsrlront Oev91opmflf1t and Str9am Encroachment applications, Sc. must be completed.)
_X_No
- a. SourceofWaterSupply Delaware River and on-site wells
- b. For Treatment at (Water Treatment Plant),_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __
- c. Stream, Waterway, Pond or Lake Delaware River
- d. Wastewater Treatment Facility_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __
- 9. Have any other applications for this site/project been submitted, or have any state permits been issued for this project? (If yes, indicate status and project number below.)
__ X_Yes _ _ No ___Decision Identify any state Green Aces or federal Land and Water Conservatio~ Fund projects separately.
APPUCA110N STATUS
- See Attached Listing (Pending -
PERMIT TYPE . (Usa additional shaets if necessary) Approved) PROJECT #
9.1 CAFRA**.............*......*.*....*................*................... .-..............*............ - - - - -
9.2 Waterfront Development ............ ~ ..................*........*.*.**.*...*......**..*..*..*** - - - - - -
9.3 Tidal or Coastal Wetlands **.*.*..*.**..**....................**..**.***...*..*...*.*.*..*.....
9.4 Freshwater Wetlands Permit. ................*....................*.*.*...*.***.....*.......... - - - - - -
9.5 Freshwater Wetlands Transitional Area Wa'Ner (after July 1, 1989)-*-***-*-*** - - - - -
9.6 Stream Encroachment ********..*.* : .*.*......*. - ****..........*******.**********.*.***.*.***
9.7 Water Quality Certificate (Section 401 )..............................*........***.*****.*** - - - - -
9.8 Operi Water Fill. .......*.****............*...*................................ : ......*....*...*.... - - - - - -
9.9 Tidelands (Riparian) Grant, Lease or License ..........................*...........*..... - - - - - -
- 9. 10 Dam Construction/Repair .... :................................................................. - - - - - -
9.11 Purchase. Water ................................................................................... - - - - - -
Diversion:
- 9. 12 Divert Water Supply for Public Use ............................*........*...........*........* - - - - - -
- 9. 13 Divert Surface Waters for Private Use .................*.................................... - - - - - -
9.14 Divert Subsurface/Percolating Water for Private Use .....*...............*......*....
- 9. 15 Well Drilling ......................................................................................... - - - - - -
9.16 Permanent Water Lowering ........................ :............................. :............ .
11/89 2
APPUCAllCN STATUS (Penc:fsng
- PERMIT rypt! (Use additional shHts ii necessary) Approved) PROJECT /1 9.17 Temporary Water Lowering .......*............................................................ - - - - -
9.18 Construct/Modify. Operate Public Potable Water Works .............................. _ _ _ __
- 9. 19 Connection between an apptoved water supply and non-approved supply...*... - - - - -
9.20 Sewer Systems: Collectors, Pump Station, etc ......................................... - - - - -
9.21 Exemption from Sewer Ban .................................................................... - - - - -
9.22 New Jersey Pollution Discharge Elimination System (Specify) ...................... - - - - -
9.23 Solid Waste Permits (Specify) ..............................................................* - - - - -
9:24 Hazardous Waste Permits (Specify)*-***************************************************** - - - - - -
9.25 Air Quality Permits (Specify) ...........*...............*......*...............*.............* - - - - -
9.26 Delaware and Raritan Canal Review Zone "Cenificate of Approval" ...*............. - - - - -
9.27 Pinelands Certificate *...*.**..*.**......***...*****...**.*.***.**.****..* , ..**.**.***.***..***** - - - - - -
9.28 Green Acres Program Review "Certificate of Approval" (Specify projects) 9.29 Other State agencies' permits .*..****.***.*.***.*..*.*.****.*.*.**.**...*.*******...**.****** - - - - -
9.30 Local Permits .**...................*.......*..*.*....*.....*.**.*.***.***....**....***.*.**.*.**** - - - - -
9.31 Federal Permits ................................................................................**
1o. Brief Description of the Proposed Project and Intended Use:
Facility discharges include:
A) Non-contact cooling water to dissipate waste heat, B) Storm water runoff, C) effluent from oil skimmers which treat a1pd 1; ary haj 1 er hl ox.1down and potentially oily wastes, and D) effluent from the non-radioactive liquid waste disposal system which treats steam generator blowdown, regenerant wastes from the demineralizer systems, and floor drains in the vicinity of the che~ical treatment facilities .
- 11/89 3
- 11. I certify under penalty of law that the information provide(j in this dOOJment is true, accurate and comoi.ai e. ; a.r.i aware that there are significan( civil and criminal penalties lor submitting lalse, inaccurate or incomplete ir.ior-mation. including fines and/or imprisonment.
Steven E. Miltenberger Type: Name .ct Date Vice President and Chief Nuclear Officer Type: Position Date L. K. Miller Type: Name and Date Signature of Appficant,{)perator General Manager - Salem Operations Type: Position Date 6//?d
~/
Type: Name and Date Signature of Co-permiaee*
Type: Position Date ENDORSEMENTS Some permit applica.tions require spec;fic endorsements '"owners, agents, municipalities, etc. endorsements may be requir9d for your permit*
Vertify the need for endorsements in the *Requirements" section of the Standard Application Form CP 11 bool<>>t or with the appropriate DEP agency.
A. PROPERTY OWNER'S CERDRCATIQN=
Property 0w"6r'S Name is the owner of the property upon which the proposed work is to be done. This endorsement is certification that the owner grants permission for the conduc:t of the proposed activity.
In addition, the aforementioned property owner *shall certify:
- 1. Whether ariy work is to be done within an easement - Yes_ _ _ __ No _ _ _ __
(lniia/J (/flitja/)
- 2. Whether any part of the entire project (i.e .* pipeline, roadway, cable, transmission line, etc.) will be located within property belonging to the State of New Jersey - Yes No_ _ _ __
(lnifiai} (Initial)
Type cir Pmt Name and Address ol ONner.
if different from Item 1 on Page t
- 11/89 Date Not requir9d for Sewer System Application (Treatment Worl<s Approvals) 4 Signature of O.Vner
B. APPLICANTS AGENT I, the ApplicanUOwner_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __;or Applicant/Operator (when
- the owner ol the facility and the operator of the facility are distinct parties)_ _ _ _ _ _ _ _ _ _ _ _ __
or Co-permittee (when the Co-permittee is a local governmental unit)_ _ _ _ _ _ _ _ _ _ _ _ _ __
authorize to act as my agent/rep<esantative i :i all matters pertaining to my application the following person:
Name_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ Phone_ _ _ _ _ _ _ _ _ _ _ _ _ _ __
Address_________________ County _ _ _ _ _ _ _ _ _ _ _ _ _ _ __
CifyorTown _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ State _ _ _ _ _ _ _ Zip Code _ _ _ _ _ __
Occupation/Profession _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ____,_ _ _ __
(Signature of AppficantO.vner)
(Signature of Applicant,(Jperator)
(Signatura of Co-permittee)"
AGENTS CERTIFICATION
- Sworn before me this
~19_ __
day of Notary Pr.J:Jfr::
I agree to sarve as agent for the above-mentioned applicant (Signature of Agent)
C. PBQPEB CONSTBUCTJON AND oeeBAJlQN ClAVSE (Sewer Extensions, Treatment Wor1<s Approval, Water Works)
I, the ApplicantiOwner_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _or Applicant/Operator (when the owner of the facilify and the operator of the facility are distind parties),_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __
or Co-permittee (when the Co-permittee is a local governmental unit),_ _ _ _ _ _ _ _ _ _ _ _ _ __
agree that the works will be property constr\Jded and operated in aa:ordance with the engineering plans and specifications, as approved, and the conditions under which approval is granted by the State Department of Environmental Protection.
(Signaiure of AppftCaf'lt,Qwner)
(Signature of Applicanf/OPerator)
- 11/89 Not required for Sewer System Application (Treatment WorlCs Approvals) 5 (Signature of Cc-permittee)"
D. SIAJWe<T OF PBEPA1JE8 Of pt.ANS. SfEOACADQNS. SUBVE'fOR"S OB ENGINEER'S AEPOflT .
I hereby certify that the engil'leering plans, specifications and engineer's report applicable to this project comply with th* CUrTent rules and regulations of the State Department of Environmental Protection with the exceptions as noted.
(Signatur9 ol ~ineer)
Type: Name and Date Position, Name of Firm PROFESSION ENGINEER'S EMBOSSED SEAL E. OWNER'S COMPLIANCE WARRANT (NJPOES ONLY)
- I, the ApplicantlOwner Public Service Electric and Gas Co. or Applicant/Operator (when the owner of the facility and th* operator of the facility are distinct patties)._ _ _ _ _ _ _ _ _ _ _ __
or Co-permittee (when the Co-permittee is a local governmental entity)_ _ _ _ _ _ _ _ _ _ _ __
hereby agree that any treatment works constn.rcted to meet the NPOESINJPOES permit discharge limits will be properly constructed and operated to meet those limits. I aJso watTant that the discharge(s) will meet the effluent limitations as described in the NPOESINJPOES permit. as issued.
(Date) (Signature of AppftaJnllOperator)
(Date) (Signature ol Co-petTTlirtee)"
- Not required for Treatment Worlcs Approvals 11/89 6
F.
PARTY BESpot§BLE FOR THE CONSTBUCDQN OF THE PROPOSED EAaUTY (Sewer Ex1ensions, Treatment Works Approvals)
City_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ State_ _ _ _ _ __ Zip C-Ode_ _ _ _ __
C-Ontact Person _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __
- 11/89 7
30-MAY-90 PAGE 1OF2
- 9. SALEM GENERATING STATION PERMIT LISTING TABLE NO. 1 SECTION DESCRIPTION APPLICATION PERMIT NO.
STATUS FEDERAL GOVERNMENT U.S. Army Corp of Engineers Access Road APPROVED NAPOP R-82-0616-11 U.S. Army Corp of Engineers Debris Removal APPROVED NAPOP R-85-0308-11 U.S. Army Corp of Engineers Maintenance Dredging APPROVED NAPOP R-86-0830-9 U.S. Army Corp of Engineers Intake Maintenance Dredging APPROVED NAPOP R-87-0405-16 INTERSTATE AGENCIES Delaware River Basin Commission Salem Construction APPROVED D-68-20CP Delaware River Basin Commission Approval of Wells APPROVED D-75-94 Delaware River Basin Commission Well#6 APPROVED D-79-66 Delaware River Basin Commission Water Use APPROVED 76-EP-482 STATE GOVERNMENT - N.J. DEPT. OF ENVIRONMENTAL PROTECTION Air Pollution Control Circ. Water Intake Heat Boiler APPROVED 0066153 Air Pollution Control Tse. Emergency Diesel Gererator APPROVED 066249 Air Pollution Control Fuel Oil Tank No. 11 APPROVED 012957 Air Pollution Control Aux. Heating Boilers #1 & #2 APPROVED 009649 Air Pollution Control Aviation Fuel Storage Tank APPROVED 066248 Air Pollution Control Lube Oil Reservoir No. 1 APPROVED 012935 Air Pollution Control Main Fuel Oil Tank
- APPROVED 005210 Air Pollution Control Lube Oil Storage Tank No. 11 APPROVED 009673 Air Pollution Control Emergency Diesel Generator 1A APPROVED 018553 Air Pollution Control NAOCL Storage Tank No. 1 APPROVED 013507 Air Pollution Control NAOCL Storage Tank No. 2 APPROVED 013508 Air Pollution Control Fuel Oil Tank No. 12 APPROVED 012958 Air Pollution Control Fuel Oil Tank No. 21 APPROVED 012959 Air Pollution Control Fuel Oil Tank No. 22 APPROVED 012960 Air Pollution Control Lube Oil Storage Tank No. 12 APPROVED 009674 Air Pollution Control Lube Oil Storage Tank No. 21 APPROVED 009675 Air Pollution Control Lube Oil Storage Tank No. 22 APPROVED 009676 Air Pollution Control Lube Oil Reservoir No. 2 APPROVED 012936 Air Pollution Control Emergency Diesel Generator 1B APPROVED 018554 Air Pollution Control Emergency Diesel Generator 1C APPROVED 018555 Air Pollution Control Emergency Diesel Generator 2A APPROVED 018556 Air Pollution Control Emergency Diesel Generator 28 APPROVED 018557 Air Pollution Control Uninterrupted Power Supply Generator APPROVED 083671 Air Pollution Control Emergency Diesel Generator 2C APPROVED 018558 Waste Management Hazardous Waste Facility Registration APPROVED NJD077070811 Div. Fiscal Serv. & Supp .
- Laboratory Certification APPROVED 17327
30-MAY-90 PAGE 20F 2 SECTION DESCRIPTION APPLICATION PERMIT NO.
STATUS Water Resources Water Allocation Permit APPROVED 221 SP Water Resources Surface Water Discharge Permit APPROVED NJ0005622 Water Resources Public Water Supply APPROVED PWS1704300 Coastal Resources Type "8" Wetlands Permit (Stormdrain) APPROVED 87-0549-2 Coastal Resources Riparian License APPROVED 69-80 Coastal Resources Waterfront Develop. Permit (River Dredging) APPROVED 84-0774-1 Coastal Resources Waterfront Develop. Permit (Intake Dredging) APPROVED 87-0700-1 Coastal Resources Waterfront Development Permit (Stormdrain) APPROVED 87-0878-1
WQM.001 STATE OF NE ..., JERSEY DEPARTMENT OF ENVIRONM.ENTAL PROTECTION 12187 DlVlSION OF WATER RESOURCES NEW JERSEY POLl.IJTANI' DISCHARGE ELIMINATION SYSTEM SUPPLEMENT TO THE STANDARD APPUCATlON FORM CP *I APPLICATION TO DISCHARGE WASTEWATERS AND RESIDUALS TO THE STATE'S LAND AND WATER Answc all quc:tiofU. ?t~ase pnnt or type.
- t. Circle the letter(s) for those dischaq:e activities pre3ently conducted or to be conducted as part of the facility's operation.
(Seasonal facility operation shall be considered as a present operation.)
In the space pnwided, indicate if there is an existing NJPDES or NJPDES permit for each circled activity (yes/no)..
In the space provided, indicate if this application is for a ..new'" source, and "existing'" sowc:e. or a '"renewal'" of a current permit.
DISCHAAliE ACTIVITY YES/ICJ A. Sanitary ~ace water Di$Ch.lr9!
tes Reuewal
~
lrdr.itrul/CoMerciu ~ace Water Disel'large
- General l'!ni t Fuel Cl~
Theraal ~ace llater Discharge Yes Renewal
- Genenl Penit Non-Contact Cooling !later D. Land -licition of Sludge and Sept19e L. Indirect Di!CNrg! to PO'll (SIU)
N. ~ni ty Septic SVstet P. Spny IrrigaUoo - SWbry Q. OY!rland FlOM
- sanitary
- 11. lnfiltntion/Fercoution U90Qft - SWbrf
- s. ~face lmpoundlent - Sanibrf T. ~ound Injection (UIC) - Sani tMy SI~ Processinci/Distribution Facility
~1. l\Jnicipal Oil(Water Sepanfon Res1<Wls Transfer Facilities (Sludge)
Solid ltaste Tnnsfer Facility Yes Renewal
- 2. Sanibry Sl~ Stor191 Facility
- 3. Resiclals lnflltntion/Pen:olation lJgcon
~t
~6.
- General l!!sicilals SUrface Group I - Stor'Mter bloff Yes Renewal Peni t In111strial *Si ta Stan liatlr b!Dff
&rcu1r II - 6enen.l Per1it StcrMtlr !Unoff Ground Nater ~lity E. Land A!lf>lication of Illlllstrial Waste Rlsi41als E2. In Sitii Treatlent F. Llndfill - lrdr.itrid/eo.rcial lllSte
- 6. Spny Irrigation - Irdlstrial H. !>lerl.and Flow - lncmtrill I. Infiltration/Pucoution LJCJ11C111 - Imtrial J. ~rface I~ndlell - ImtrW K. Underground In~(UIC) - lnwstrial
- 11. S~rface Di~ - Ildlstrial
- 0. Landfill - rtJnic!JIDl?/Slftitary 7.- Underqround StorJ9!1 Tm Other
- 81. Df'CC-DCR/BnP Plan
- 8Z Bl1P Plan lr.h DPCC/OCR/Plan Yes Ex1sbng Y. Dred91! Spoil!
X. Confidentiality R~t Y. 316 Varilnce Nork
- 8. Other/l11scella~
- 9. ruster Perfor12.1nce Per1i ts
- 2. Loation or Discharge: Latirude N39° 21' 53" Longitude w75o. 32 I l 2 11 Rc:ceiving S1ream Del aware River Delware River Basin River Basin_.:..:..~-=-----~--------------
(Ovu)
- 3. Name and address of applicant's parent corporation, subsidiary, or partnership data.
(Alta ch additional sheets if necessary.)
- Name Public Service Enterprise Group (201) 430-7000 Telephone No .
Mailing Address 80 Park Plaza City or Town Newark State --'-'-NJ....__ __ Zip Code _0_71_0_1_ _ __
- 4. Facility's Contact Person (This person must be responsible for and familiar with the facility o~ration.)
Name L. K. Miller - General Manager - Salem Qperatjons Telephone No. (609) 339-2900 Address of Operator Public Service Electric and Gas Company p.p Bpx 236 City or Town Hancocks Bridge Zip Code _os_o_3_8____
State _ ....NJ""-----
S. Is the facility a D Federal Facility D Public Facility (a local government subdivision)
D State Facility [!] Private Facility
- 6. list in order of priority all Standard Industrial Codes (SIC) which best reflect the principal products or services provided by the facility.
SIC PRODUCTS OR SERVICES PROVIDED 4911 Generation of Electricty for Sale
- 7. If applicable, identify all administrative orders, temporary or pennanent injunctioru, civil administrative penalties, civil penalties, or criminal actions concerning pollution is.sued against the facility during the last five (5) yean.
ENFORCEMENT ACTION DATE OF ACTION RESULT See Attached
- 8. lf applicable, list all locations involved in the storage of solid or liquid waste at the facility for which the NJPDES application is being nude and the ultimate disposal sites of solid or liquid wastes generated by the facility being permitted.
STORAGE*SITE(S) ULTIMATE DISPOSAL SITE(S)
See.Attached
- 7. SALEM GENERATING STATION
- ENFORCEMENT ACTIONS ENFORCEMENT ACTION Administrative Order and Notice of Civil Administrative DATE 2/28/90 RESULT Payment submitted Penalty
- 8. Locations at Salem Generating Station Used for Storage of Solid or Liquid Wastes and Ultimate Disposal of Each WASTE TYPE WASTE SOURCE ULTIMATE DISPOSAL*
Sludge Oil Skimmer Tanks *Trucked off-site for disposal DSN'S 489A, 4898 & 4878 by approved method to Rollins Environmental Services Waste Oil Oil Skimmer Tanks Trucked off-site for disposal DSN'S 489A, 4898 & 4878 by approved method to Rollins Environmental. Services Sludge Non-Radioactive Waste Trucked off-site for disposal Sludge Holding Tank by approved method to the '
DSN 48C DuPont Treatment Facility e:* Liquid Liquid Radioactive Waste .
System - DSN's 481A, 482A~
484A&485A Recycled, concentrated and solidified for off-site disposal as a solid, or treated and.
discharged to the Delaware River in accordance with limits in 10 CFR 20 Solid Spent Nuclear Fuel Stored on-site in spent fuel pool Solid Low level solid Radioactive Shipped off-site to NRC licensed Waste burial site at Barnwell, S.C.
- The ultimate disposal facilities are representative of licensed facilities employed by Public Service Electric and Gas Company for Waste Disposal. Other approved ultimate disposal facilities may be utilized for waste disposal although not listed here.
Public Service
'Electric and Gas Company Steven E. Miltenberger Public Service Electric and Gas Company P.O. Box 236, Hancocks Bridge, NJ 08038 609-339-1100 Vice President and Chief Nuclear Officer VIA CERTIFIED MAIL JUN \> l '\'d'dU NLR-E90128 Honorable Michael H. Facemyer Mayor Lower Alloways Creek Township Locust Island Road Hancocks Bridge, NJ 08038
Dear Mayor Facemyer:
APPLICATION IN SUPPORT OF A REQUEST FOR RENEWAL NJPDES PERMIT NJ0005622 SALEM GENERATING STATION MUNICIPALITY ENDORSEMENT Public Service Electric and Gas Company (PSE&G) is filing an application in support of a request to renew the New Jersey Pollutant Discharge Elimination System (NJPDES) permit for the Salem Generating Station, located within your municipality. This permit allows for the discharge of recirculated cooling water, certain other effluents, and stormwater runoff from the facility.
PSE&G, pursuant to N.J.A.C. 7:14A-2.l(k), is required to forward a copy of its application to the municipality where the facility is located and to obtain the municipality's endorsement of same.
This endorsement, which must be in the form of a resolution, adopted by the Mayor and Council, must specify:
- 1. That the project is in conformance with all municipal ordinances; and
- 2. that the Mayor and Council of Lower Alloways Creek Township accept the project as proposed.
For your convenience, I have attached a copy of the pertinent section of N.J.A.C. 7:14A-2.l(k) .
Michael Facemyer 2 J!JN O 1 .1990 NLR-E90128 Assuming the above statements are accurate, PSE&G respectfully requests that the Lower Alloways Creek Township Council adopt a resolution endorsing the attached application at the Township's earliest convenience. If you or any members of your staff have any questions, please contact Edward J. Keating at (609) 339-1466.
Sincerely, Attachment C G. Caporale, NJDEP
\.iQM-003'
... Page 1 or STATE OF NEW JERSEY
- NEW J~RSEY DEPARTMENT OF ENVIRONMENTAL PROTECTION DIVISION OF WATER RESOURCES P.OLL\JTAUT DlSCHARGE ELIMINATION SYSTEM (NJPDES)
SUPPLEMENT TO THE STANDARD APPLICATION FORM CP #1 i:;?-..TDORSEMENTS NOTICE: The following citation relates to violations of the Wat~r Pollution Control Act N.J.S.A. SS:lOA-10 Violations: remedies, fines &
penalties: enforcement Paragraph (f) "Any person who knowingly makes a false statement, representation, or certification in any application, record, or other document filed or required to be maintained under this act or who falsifies, tampers with or knowlingly renders inaccurate, any monitoring device or method required to be maintained pursuant to this act, shall upon conviction, be subject to a fine of not more than $10.000.00 or by imprisonment for not more than 6 months or by both"
- ~\. F.r;d;'.)rs~ments to be located.
by the r.nmicipali ty in which the project l CERTIE"ICi'.TIO~ 3Y GOVERNING BODY This project as proposed is in conformance with the P
requirements of all municipal ordinances and the Governing Body of this municipality/authority approves of the project as proposed by the applicant.
Endorsed by=~~~~~~~~~~~~~~~~~~~~~~~~
(Name of Municipality of Authority)
Print or Type: Name &'Title: Date:
Cite authorization to sign for the Governing Body Submit the resolution granting such, authority to sign.
If no such resolution gr~ntinq authority to sign exists, the full resoluticn approved by t:he Governing Boey 1~ndorsi.:;~;
the project must be submitted with this application .
- NOTE:
Where a municipality has created a sewerage authority, utilities authority, municipal utilities authority or a joint meeting responsible for sewers in the area, the endorsement of the affected sewerage authority(ies) is re~1ested for a sewer extension approval.
B. Determination by the WOMP Agency This project or activity as proposed has been reviewed by this agency in accordance with the Areawide Water Quality Management Plan (WOMP). The following determination has been made by either the appropriate designated WOMP agency for the Department (where appropriate).
0 Project is consistent with Plan O Project is not Inconsistent with Plan Cl Project is inconsistent with Plan Name of Project* Authorized Signature Name of Plan Name (~rint or Type) Date Name of Agency Title
- N07E: For the name of the appropriate WOMP agenr.y or any other questions contact the Division of Water Resources at (609) 984-4429.
A finding of not inconsistent has the same effect as a finding of consistent.
A finding of inconsistent must be accompanied by a letter describing the reason for the finding.
Sewer systems (interceptors, collectors, pump stations) for residential developments of 50 units or more and industrial/
commercial and mixed use (including residential) developments having flows of 25,000 gpd or more do require consistency determinations. Projects that are extensions or modifications to existing projects where the cumulative total for the project is greater than 50 units or 25,000 pgd, as appropriate, shall require a consistency determination (N.J.A.C. 7:15-1 et seq).
Sewer systems to serve less than 50 units or less than 25,000 gpd do not require a C()nsistency determination but must still be consistentwith approved WQM/201 plans.
C. Endorsement by the Sewerage Ag~ncy in which the project is to be l()~ated.
- CERTIFICATI.ON BY THE 201 SEWER~~_I~__ AGE:r::!_CY
t'age .) or This project as proposed is in conformance with the requirements of all Sewerage Agency rules and regulations and the applicable "201" Facilities Plan and the Governing Body of this Sewerage Agency approves of.the project as proposed by the applicant.
En.dorsed b y = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Name of Treatment Plant Signed=--------------------------------~~
Print or Type: Name & Title Date Cite authorization to sign for the Sewerage Agency Submit the resolution granting such authority to sign. If no such resolution granting authority to sign exists, the full resolution approved by the Sewerage Agency endorsing the project must be
- submitted-with this application.
D. Endorsement by owner of the treatment plant receiving the wastewater.
CERTIFICATION BY OWNER SEWAGE TREATMENT FACILITY
- I (we) hereby certify that the sum of the DEP currently approved projects plus the actual metered flow for the (name of the plant) does not exceed the present design capacity.
I (we) further certify that with the addition of this project, the approved design capacity will not be exceeded. Further I (we) certify that the treatment plant is currently complying with its New Jersey Pollutant Discharge Elimination System permit (NJPDES) requirements and should continue to do so with the additional flow from this project.
Endorsed by*'------------------------~
Name of Treatment Plant Signed*:----------------------------
Print or Type Name & Title Date If the owner is a public agency cite authorization to sign for the publicly owned treatments works Submit the resolution granting such authority to sign. If no such resolution granting authority to sign exists the full resolution approved by the governing body endorsing the project must be submitted with the application .
E. !)Pursuant to N.J.S.A. 58:10A-6 and N.J.A.C. 7:i4a-12.1 et seq, no person may build, install, modify or operate any facility for the collection treatment or discharge of any pollutant including any "extension" as defined in the regulations without the prior approval of the Department.
2)Approvals, permits, service contracts or other reservations of capacity issued or agreed to by any participating municipality or sewerage agency does not constitute the required approval of the Department.
3)For computation of actual flow at the sewer plant, the average flow processed by the facility for the four (4) month period immediately proceeding the submission shall be submitted used.
Under NJPDES Regulations no applicati~n shall be submitted if the waste treatment facility is not meeting its discharge permit limits. Under Sewer Ban Regulations, no project is to be submitted if the sewer plant is committed to 100% of its design capacity.
4)The owner of the sewage treatment plant shall submitted. to NJDEP on a quarterly basis the status of sewage flow entering the plant including all outstanding approved sewer extension permits not.-
yet on line. These reports will be used for tracking capacity at the receiving sewage treatment plant See Form WQM-007 .
\.
7:14A-2.l
- (k) Applicants for NJPDES permits shall provide endorsements and comments as follows:
- l. Prior to the submission of an application for a permit to discharge to surface or groundwater, DAC, or to gain approval for a treatment works or sewer connection, the applicant shall submit (return receipt requested) a copy of the application and the applicable information required pursuant to this chapter to the affected sewage authority(ies) and to the municipality in which the discharge(s) will be located, with a request that they endorse the application.
- i. Permit applications submitted to the Department for a new discharge to surface water or groundwater, DAC, or to gain approval for a treatment works on sewer connection shall include the endorsement from .*
both the affected sewage authority(ies) and municipality in which the dis-charge(s) will be located.
ii. Applications submitted to the Department for renewal of NJPDES permits or discharges which exist as of March 6, 1981 shall include a copy of all endorsements and comments received or a copy of the request for an endorsement and receipt (return receipt requested) sent to the af-fected sewage authority(ies) and municipality in which the discharge(s) will
- be located .
- 2. An endorsement by a municipality shall be as follows:
- i. An endorsement by a municipality concerning a proposed .
discharge or treatment works shall include the following statements:
( 1) The project as proposed is in conformance with the require-ments of all municipal ordinances; and (2) The governing body of the municipality accepts and ap-proves of the project as proposed by the applicant.
ii. An endorsement shall be in the form of a resolution by the governing body.
iii. Proof that the applicant has made a request for endorsement shall be submitted to the Department by the applicant with the application.
iv. If the endorsement is to be signed by anyone other than the mayor, the municipality shall file with the Department an official resolution by the governing body delegating such responsibility to a named individual.
- 3. An endorsement by an affected sewage authority shall be as follows:
- i. For purposes of this section, "affected sewerage authority" means the sewerage authority whose service area includes the site where
- the discharge requiring a NJPDES permit is located .
ii. An endorsement by an affected sewage authority concerning a proposed discharge of pollutants or a treatment works shall include the following statements:
7: 14A-2. l POLLUTANT DISCHARGE ELIMINATION SYSTEM
- ( 1) The project as proposed is in conformance with the appli-cable 201 facilities plan and all ordinances, rules or regulations of the authority.
(2) The governing body of the authority accepts and approves of the project as proposed by the applicant.
iii. The endorsement must be in the form of a resolution by the governing body.
iv. Proof that the applicant has made a request for endorsement shall be submitted to the Department by the applicant with the application.
- 4. The lack of an endorsement for renewal of NJPDES permits of discharges which exist as of March 6, 1981 may have the following effect:
- i. The affected sewage authority or municipality must endorse the application or submit comments within 60 days of the request for endorsement. Prior to the expiration of the 60-day period to request an endorsement, the municipality or sewage authority may request a 30-day extension for review of a request for endorsement.
ii. Any document issued by a sewage authority or a municipality which is a tentative, preliminary, or conditional approval shall not be considered an endorsement.
iii. Where the affected sewerage authority or municipality denies endorsement to a project, it shall state all reasons for rejection or disap-proval in a resolution and send a certified copy of the resolution to the Department.
l iv. Where the municipality or affected sewage authority denies an endorsement or does not issue an endorsement, the Department shall review the reasons for denial or for the lack of endorsement, if known. These reasons shall be considered by the-Department in making a determination of whether to issue a draft permit in accordance with N.J.A.C. 7: l4A-7.6.
- 5. The lack of an endorsement or denial of an endorsement for a new discharge to surface or groundwater, DAC, or approval of a treatment works or sewer connection shall have the following effect:
- i. When the affected sewage authority or municipality denies endorsement to a project, the permit application may be determined by the Department to be incomplete for processing.
ii. Where the municipality or affected sewage authority denies an endorsement or does not issue an endorsement, the Department shall review the reason for denial or for the lack of endorsement, if known.
- (l) After December 5, 1985, the Department shall not, except as provided in (n) below, issue a permit under N.J.A.C. 7: 14A for the following new or expanded DTW unless a governmental enti'ty or sewerage agency is either the sole permittee or co-permittee under N.J.A.C. 7: 14A for that DTW:
7: 14A-2. l
- l. DTW that, using subsurface sewage disposal systems or any other means, serve more than one property, dwelling unit, commercial unit, or other premises, whether or not such DTW require NJPDES discharge permits; and
- 2. Any other DTW that require NJPDES discharge permits.
(m) For purposes of this section, a "new or expanded DTW" means:
- l. A DTW that was not in existence or under construction on or before December 5, 1985; or
- 2. A DTW whose actual or proposed capacity exceeds the capacity identified for that DTW in the areawide-WQM Plan that was in effect on December 5, 1985.
(n) This section does not apply to the following new or expanded DTW:
- l. Sewers or pumping stations;
- 2. New or expanded DTW whose only new or expanded components handle sludge only, except as required in Department rules on sltfdge.
management adopted pursuant to N.J.S.A. 13:1E-l et seq.; or
- 3. New or expanded DTW owned by a BPU-regulated sewer utility, if that DTW replaces or expands a DTW that discharges at the same location, if:
- i. A DTW that discharged at the same location was owned by that BPU-regulated sewer utility prior to the effective date of N.J.A.C.
7: 15-4; and ii. That sewer utility was a BPU-regulated sewer utility prior to the effective date of N.J.A.C. 7: 15-4.
(o) A school district shall not be the sole permittee or co-permittee under N.J.A.C. 7: 14A for any DTW that serves any property other than property of that school district.
As amended, R.1982 d.495; effective January 17, 1983.
See: 15 N.J.R. 85(a).
(c): "interim NJPDES permit" exception added.
Amended by R.1987 d.458, effective November 16, 1987.
See: 19 N.J.R. 2085(a), 19 N.J.R. 2152(a).
Substantially amended.
Amended by R.1989 d.339, effective July 3, 1989.
See: 21 N.J.R. 707(a), 21 -N.J.R. 1883(a).
At (a), office name changed from "Water Quality Management".
Amended by R.1989 d.517, effective October 2, 1989.
- See: 20 N.J.R. 2198(a), 21 N.J.R. 3099(a) .
Added new (I) through (o), rules pertaini~g to new or expanded DTW.
19A 1.0. NUM81!:R1copy ,"rom tem lo arm lJ Form Aoorovfld.
NJ0005622 iJMB "o. <000-005.9J Aoorov111 11xo1r.,,
- 2 1 ~5 FORM U.S. l!NVIAONMENTAL. 19ROTEC I 10N AGENCY 2C &EPA NPOES APPLICATION FOR PERMIT TO DISCHARGE WASTEWATER EXISTING MANUFACTURING, COMMERCIAL, MINING AND SILVICULTURAL OPERATIONS Consolidated Permits Program I. OUTFALL LOCATION For each outfall, *st the .ar1tude and longitude of its location to the nearest 15 seconds and the name of the rece1v1ng water .
A.NOUU.JJl~L j B. LA TIT UDE C. LONGITUOE
- 0. RECEIVING WATER (nam~1
. lisr* I oa~. I %. . . . . . I l. 'l&C, I, Ol!G. l, MIN. 1. sec:.
481 ~
39 28 ! , r; 75 32 30 Delaware River 32 i 30 i
482 39 28 i 15 75 I Delaware River 483 39 28 : 15 I I
75 I 32 II 30 Delaware River I
484 39 28 I 15 I 75 32 30 Delaware River I
i 485 j 39 i 28 15 75 32 30 Delaware River i
486 ! 39 ! 28 15 75 32 30 Delaware River II. FLOWS, 5'JURCES OF POLLUTION, AND TREATMENT TECHNOLOGIES A. Attach a line drawing showing the water flow through the facility. Indicate sources of intake water, operations contributing wastewater to the ettluenr, and treatment units labeled to correspond to the more detailed dacriptions in Item 8. Construct a wmter balance on tha line drawing by showing average flows between intakes, operations, treatment uniu, and outfalls. If a -ter bllanc. cannot be determined (e.~. for cert11in mining acriviriesi, provide a pictorial description of the nature and amount of eny soun:a of W9ter and any .collection Of' tn111tment l'Tl9Uures.
- 8. For each outfall, provide a dllSCf'iption of: (11 All operations contributing Wlllt8Wllter to the effluent, including process wastewater, sanitary wastewater, cooling water, and storm water runoff; (21 The mverage flow contributed by each operation; and (3) The traatment received by the wastev,(ater. Continue-on additional sheets if necessary.
I.OUT* 2. OPl!:AATIONl!IJ CONTAl*UTING FL.OW 3. TRIEATMl!:NT FALL NO b. AVIEAAGIE FL.OW b. LIST COOES FRO*
ilutJ a. OPERATION (llat) !Include unit*) a. OIE!ICRll'TION TAllLIE ZC*I 1T 481 Non-Contact Cooling Water 406.63 MGD See Attachment 4A
~
1T
- 482 483 Non-Contact Cooling Water Non-Contact Cooling Water 389. 22 MGD 367.86 MGD See Attachment See Attachment 1T 4A 4A 1T 484 Nnn-f'nnt:1rt ('n,.,1 inft IJ;ito .. ~f;1 l:A Mt:?n <:oo A++~rhma"1t AA
~
1T 485 Non-Contact Cooling Water 361.19 MGD See Attachment 4A 1T 486 Non-Contact Coolina Water 353.03 MGD See Attachment dd
- OFFICIAL. USE ONI. y <*rruwnt I U ' * " - lllr>e.....o.W.}
EPA Form 3610-2C (Rev. 2*8fil PAGE 1 OF 4 CONTINUE ON REVERS
EPA l.C. NUMBER/copy from Item I of <:>rn [, ~orm Aoorove<.J.
OMB No. 2000-0053 Please print or tvoe in the *..Jnshaded areas or iv NJ0005622 Aoorovo/ oxo1ros 1.2 J 1 85 FORM U.S. ENVIRONMl!NTAL l'ROTEC, oON AGENCY 2C oEPA NPOES APPLICATION FOR PERMIT TO DISCHARGE WASTEWATER EXISTING MANUFACTURING, COMMERCIAL, MINING AND SILVICUL TURAL OPERATIONS Consolidated Permits Program I. OUTFALL LOCATION For each outfall. *St :ne 1at1tude and longitude of its 1ocation to the nearest 15 seconds and the name of the receiving water .
A NouuJ:~LL. I 8. LATITUDE C. L.ONGITUCE
- lisr* 0*<1. I z. ...... ). ~l:C:. I. :Jll!!:G. I l.. WIN. I l. tt!C:,
- c. RECEIVING WATER /name; 487 i 45 I
' 39 27 75 32 00 Delaware River I I i 487B 39 27 I 45 i 75 I 32 ! 00 Delaware River i i 488 39 '?7 4'i 7'i ".!? J nn n<>l;ow;o_rp RivPr I
~on '.!Q 27 45 I 75 i 32 I 00 Delaware River 489A i 39 I
i i 27 45 75 i 32 00 Delaware River 489B I 39 i 27 45 75 i 32 00 Delaware River II. FLOWS, &JURCES OF POLLUTION, AND TREATMENT TEC>INOLOGIES A. Attach a line drawing showing the water flow through the facility, Indicate sources of intake weter, operations contributing wastewater to the effluent, and treatment units labeled to correspond to the more detailed descriptions in Item B. Construct a weter balance on the line drawing by showing average flows between intakes, operations, trlllltment unitJ, iind outfalls. If a weter balance cannot be deUlrminecl (e.g., for carrain mining acriviriesi, provide a pictorial description of the nature and amount of any sourca of Mtar and env collection Of tn1111tment meaures.
B. For each outfall, provide ai description of: (1 I All operations contributing wastllWBter to the effluent, including process wastewater, sanitary wastewa-rer cooling water, and storm water runoff; (21 The IMlragQ flow contributed by each operation; and (3) The treatment received by the wastewa-rer. Con-rinur on additional sheets if necessary.
I.OUT* Z. CP'ERATION(SJ CQl'tTRl*UTING "'LDW ], TREATMl!NT FALLN<; b. AVIEAAGIE FLOW b. LIST COCES FRC
!liat) a. OPERATIOl't (liat) (Include unit*) a. DESCRIPTION TABLE ZC*I 487 North Yard Drain 0.01 MGD See Attachment 4A
- 4878 Oil Skimmer #3 0.002 MGD See Attachment v
lH 4A 488 West Yard Drain 0.07 MGD est. See Attachmont Ml 489 South Yard Drain 0.01 MGD See Attachment 4A 489A Oil Skimmer #1 0.003 MGD See Attachment lH 4A 489B nil <;Ir immo .. ,JI? n nn< Mr.:n See Attachment lH .1A
- Of'P'ICIAL USE ONLY (*f'fhunt EPA Form 3510*2C (Rev. 2-815) pldeffnn aikcrtQ'orW*)
PAGE I OF 4 CONTINUE ON REYER
form Aoor?v~.
OMB No WOO -0053 FORM U.S. l!NVIRONMl!NTAL. ,-ROTEC I oON AGENCY-AotJrOv'111 9XfJlf"'S ,' 2 J1 85 2C &EPA NPDES APPLICATION FOR PERMIT TO DISCHARGE WASTEWATER EXISTING MANUFACTURING, COMMERCIAL, MINING AND SILVICUL TIJRAL OPERATIONS Consolidated Permits Program I. OUTFALL LOCATION For each out' ail . ;; :*e at1tude and longitude of *ts location to the nearest 15 seconds and the name of the rece1v1ng water.
A.,,ouuJ;t~L.. I B. L..ATITUOE I C. L..ONGITUOE
- 0. RECEIVING WATER riiame1 list* I :>*<I. ! l. * ...... I 1. SSC:, I I. Cl!:tj, l l., liiillN, I 1. il!:C.
48C 39 27 I
45 I 75 ! 32 ! 00 Del aware River I i 490 39 28 I
I 45 i 75 ! 32 I (30 Delaware River
- [
~Q1 1Q ?Q 4i:; 7r; '.!? ; 30 Delaware River I
I I I i i I I I ! ! i I
I i I I t I II. FLOWS, &JURCES OF POLLUTION, AND TREATMENT TECHNOLOGIES A. Attach a line drawing showing the water flow through the facility. Indicate sources of intake water, operations contributing wastewater to the ettluent, and treatment units labeled to correspond to the more detailed descriptions in Item B. Construct a 'Miter balance on the line drawing by showing average flows between intakes, operations, treatment uniU, and outfall1. If a water balance cannot be determined 1*.IJ., for certain mining activitiesi, provide a pictorial description of the nature and amount of any sources of Mter and any collection or treatment matures.
B. For eacn outfall, provide a description of: 111 All operations contributing wastewater to the effluent, including proceu wastewater, sanitary :Nastewater, cooling water, and storm water runoff; 121 The !Mirage flow contributed by each operation; and (31 The treatment received by the waste'l(ater. Continue on additional sheets if neceSNry, I.OUT* Z. OPIERATION(SJ CONTRl*UTING FLOW J. TRIEATMIENT FAL..L.NC b. AVIEltAGI! FLOW b. L..IST CODES ,.RO" (lilt} O. OPERATION (liatJ !include unit*) a. OIESCRll'TION TABL.IE ZC*t 48C Demineralizer Waste and Drains 0.34 MGD See Attachment 4A 10
-10 1U 2C
- 490 Yard Drain Precipitation See Attachment 4A Runoff 491 East Yard Drain 0.01 MGD est. See Attachment 4A
- OFFICIAL USE ONLY ,.,,,,,.,.t EPA Form 3610-2C (Rev. 2-86)
/llliMllrtfl ... kam*o.V*)
PAGE 1 OF 4 CONTINUE ON A EVERS
C8NTINUEO <=ROM THE FRONT NJ0005622 C. :: xceot for storm runoff, leeks, or 1p1ll1, M9 any o diseti""19' described 1n ltem1 ll*A or 8 1ntermrnent d .easonal?
WES 'complete the ."ollounn11 tabl~J _NO rgo ro Section l/!1
- 3. F'REQUENCY J FLOW 1 I
OUTFALL, 2. OPERATIONiS !b MONTHS; a. Fl-OW RATE :l. TOTA.L *.10L..:""E NUMBER CONTRIBUTING F"LOW
- 3. CAYS PER WEEK 1 PE: R .., e: A.~ ,,___ _ _ _,,_n1 m,q_d_I_ _ _ _ +---...:*p_e.:._c...::.:._:"~:...*...:"'"~**...:<...:11...:c::*r-'~'.'..;_ _
, i~st.* , Ot~C:' *. ' 'J>Jt'I..':.'. !1 _.:i~c.. re:~M !. ""4.lllMU ... I. l.ONG re:~""'i ll'("J<e * .;L::!:'C.(~J """li>lAGI! CAIL.I' A\l'E!:~A'4E I 481A Liquid Radwaste 7 12 0.012 0.014 4.7 0.5 0.2 482A MGY MGM 484A 485A Ill. PRODUCTION
.:i. Ooe.s Jn :i*:uenr gu.aei.ne r1mrtanon promulgarea by EPA under Sectron 304 of the Clean Water Act apply ro your facJirty?
NO tio to Section fl/J
- 8. Are the lim:rations ;n the applicable effluent guideline expressed in rerms of production (or other m11asurt1 of operation}?
YES 'cumpiece Item lll*Ci -X.J<NO f110 to Section Iv")
C. If you answered "'yes** !a Item 111-B. list the quantrtv which represents an actual measurement of your level of production. expressed in tne terms and unrrs used in the applicable effluent gurdelrne. and rndicate the affected outfalls.
1----*-*- AVERAGE DAILY PRODUCTION
Z. AP'FECTEO
- a. ~u* ... TTTV "l!;R OAV b. U ... IT'I o~ "'4EAIU . . . l c. O~*"ATION 0 ~"ODUC:T, .. AT*"IAI...
(specify) llTC:. ~TFALLS 1(1.tt ~utfc:li. '1Um be-'i, IV. IMPROVEMENTS A.
water rrearment equrpment
,.._or loc:.I authority to meet any implementation schedule for the construction, upgradrng or operation oi wasre-
. °' lnV other environmental programs which may affect the discharges descrrbed in this app11carron' Th rs *nc*uaes.
but is nor !imrted to. permit " adm~lw or enforcement order1, enforcement compliance schedule letters, stipulations, court oraers, and 9ranr or *can condrtrons.
Ovn (eomplete th* followin1 tabl*J ij NO llO to lt*m IV-BJ
- 4. FINAL COM I. I P!,IAf'iCE CATE J. *1t11nr DllSCltlPTION 01' l'ltOJllCT I !. .... b. ~"0*
- QUl .. 110 JllCTl!'O B. OPTIONAL: You may attach additional sheets describing any additional water pollution control prClgrams (or ot/r., 11nvironmental {Jrojecrs which mav affect your dist:hargesJ you now ha1111 underway or which you plan. Indicate whether each program is now underwr/ or planned, and rndicare vour actual or planned schedules for construction. 0MAltlC '"""" '" DIESCltlPTION 01' ADDITIONAL CONTROL. PllOta*AMS IS ATTACHIEC EPA Form 3510-2C (Rev. 2-85) PAGE 2 OF 4 CONTINUE ON PAGE 3
NUM!IER(copy from Item l of For-m lJ CONTINUED FROM PAGE 2
- INTAKE ANO EFFLUENT CHARACTI:RISTI A, 8, & C: See instructions before proceeding - Complete one set of tables for each outfall - Annotate the outfall number 1n the space provided.
NOTE: Tables V*A, V*8, and V*C are included on separate sheets numbered V*1 through V-9 *
- 0. Use the space billow to list any of the pollutants listed in Table 2c-J of the instructions, which you know or have reason to believe is discharged or mav
- discharged from any outfall. For every pollutant you list, briefly describe the *reasons you belil!lll!I it to be present and report any analytical data *n vo possession.
I ?OL.1...UTANT 2. SOURCE t. POl.l.UT"NT 2. SOURCE Explanation included with Part 2C-v, secti s A, B, and C.
VI. POTENTIAL DISCHARGES NOT COVERED BY ANALYSIS Is any pollutant list!ld in Item V-C a substance or a component of a substance which you currently use or manufacture as an intermediate or final product or 1Jv1>roduct1 CJ Y KS (/lat all 1ueh pollutant* IH/01111 X!J NO (/lo to Item Vl*BI
- EPA Form 31510-2C (Rev. 2*8151 PAGE 3 OF 4 CONTINUE ON REVE.R
CONTINUED FROM rHE ~AONT NJ0005622 VII. BIOLOGICAL TOXICITY TESTING OATA Do you have any ~nowtedge or reason to believe that any biological test for acute or chronic toxicity has been made on any of your aischa~ or on a
'ece1ving water ,n 'elation :o vour Cl1sctiarge w1th1n the last 3 yean7 No rgo to Sec ti on VIII!
- Biological toxicity testing is conducted on DSN 48C as a requirement of the NJPDES permit.
The acute toxicity -96 hr LCSO. test is conducted every 3 months using the Sheepshead Minnow as the test organism.
Ill.CONTRACT ANALYSIS INF XX Vl!S anGJyud fll*t th* 1111n1e, adlln-. and telepltoM 11umber of, and pollutanm by, eoclt au:ll laboratory or ftrm llelouiJ .
0 NO (IO to Section IX}
- National Environmental Testing (formerly Century Environmental Testing Laboratories )
1501 Grandview Ave.
Thorofare NJ 08086 609-848-3939 Routine Analyses required by Discharge Monitoring Reports (DMR's) except for South Jersey Testing Lab Inc Box 360 609-455-4204 TRC, pH and Bridgeton NJ 08302 Temperature RMC Environmental Services Fricks Lock 215-499-7474 Analyses required by RD#l form 2C-V, Pottstown PA 19464 Parts A, B, & C UC. CERTIFICATIO I c.nify under fMn*lrf of'-th<<thQ Mum<<rt and d .a~ IWf'* ,,,.,,.,. u"'*',,,., tlinf:tion or 1upernsian in _,,,dance wifl!" system deSJgntld ta
- uur* th<< qu*lifiH ,,_,_.~_.,and.,,.._* m. i""""-tion 1ubmittH. Ba.don,,,., inquir/oltM,,.rsan or ,,.non11 who m*n1Jg11 th11 system or thoupwsona directly rtJIJPOlt&l/le '°'gatlwing th9 inlonnlJtion. m. infonnMion submittH i& to "'-bat of my krtowl<<lge and /Mli9f. trw. l1Ct:Ur*tt1. and comp/11111.
I .,,, *w*r* th<< t/!Me are signifiunt ,_,,.... for submitting fa!N infoml<<ion. incJuding tt. poai/Jilit'f ol NM llnd im/NilOlllNllf for knowing violations.
A. NAME a. OFFICIAL. TITL.IC /type or pri11t1 ** ~HONI: NO. larea code & no '
Steven E. Miltenberger - Vice President and Chief Nuclear Officer 609-339-1102 Cl. OATIC SIGNICO
- EPA Form 3510-2C (Rev. 2*81) i-7-/~70
II.B.3.a Flows, Sources of Pollution, and Treatment
- Technologies Attachment OUTFALL NUMBER/TREATMENT DESCRIPTION OUTFALL NOS. 481 - 486 OPERATION: Non-Contact Cooling Water The once through circulating water system is designed to dissipate the waste heat from the stea*m electric turbine condensers. The Delaware River Estuary provides the cooling water for steam condensing and identical circulating water systems are provided for each condenser.
TREATMENT: The circulating water system normally receives no treatment but the system does have the capability to chlorinate if needed. In accordance with this NJPDES Permit, chlorination cannot commence until the NJDEP has been properly notified.
Chlorination would be used to minimize biofouling-*
of the condenser heat transfer surfaces and Sodium Hypochlorite solution would be injected at the suction of the circulating water pumps .
- The following list identifies discharges which contribute flow to DSN's 481-486. The Schematic of Water Flow included shows the source and flowrates of each contributor:
DSNs 481A, 481B, 48C and 481C contribute flow to DSN 481.
DSNs 482A, 48C and 482B contribute flow to DSN 482.
DSN 483A contributes flow to DSN 483~
DSNs 484A, 484B, 48C, and 484C contribute flow to DSN 484.
DSNs 485A, 48C, and 485B contribute flow to DSN 485.
DSN 486A contributes flow to DSN 486.
Discharges 481A, 482A, 484A, and 485A are the effluent from the radioactive waste system. Per the current Salem NJPDES Permit (NJ0005622), PSE&G is responsible to the NRC for compliance with radiological effluent limitations, monitoring requirements, and other licensing conditions.
(Part III, P.2, I.H.). These discharges are discussed further in this application under Tab 2C-V DSN 481-486
- 2
- Discharges 484B, 485B, 481B, and 482B are reactor auxiliary cooling water and discharges 481C, 483A, 484C, and 486A contribute turbine auxiliary cooling water. These discharges are currently not individually limited and are discussed further in this application under Tab 2C-V DSN 481-486.
OUTFALL NO. 487 OPERATION: North Yard Storm Drain The North Yard Storm Drain accepts flow from roof drains, floor drains, sump pumps, #3 skimmer tank (487B), emergency flood pumps, precipitation runoff and river water influx. The majority of the flow is from the river water.
TREATMENT: No treatment is required since this is primarily river water with storm.water contribution. These waters discharge directly to the Delaware River.
OUTFALL NO.
OPERATION: This outfall was the Sewage Treatment Plant effluent and has been deleted from the NJPDES permit. The sewage Treatment Plant has been decommissioned and closure certification has been submitted to the NJDEP.
OUTFALL NO. 487B OPERATION: Number 3 Oil Skimmer The effluent is comprised of auxiliary boiler blowdown, auxiliary boiler systems leakage, and precipitation runoff.
TREATMENT: Solids and oil are removed from the water by gravity separation. Sludge is pumped out and trucked off-site to a licensed hazardous waste facility. Clarified water discharges to the Delaware River through DSN 487
- 3 OUTFALL NO. 489 OPERATION: South Yard Drain The South Yard Storm Drain receives flow from roof drains, #1 & 2 skimmer tanks (489A and 489B),
floor drains, sump pumps, precipitation runoff and river water influx. The majority of the flow is from the river water.
TREATMENT: No treatment is required since this is primarily river water with stormwater contribution. These waters discharge directly to the Delaware River.
OuTFALL NO. 489A OPERATION:* Number 1 Skim Tank Number 1 skim tank receives flow from the station power transformer sumps, auxiliary power transformers, turbine sump pumps, precipitation runoff and main transformers sumps.
TREATMENT: Solids and oil are removed from the water by
- gravity separation. Sludge is pumped out and trucked off-site to a licensed hazardous waste facility. Clarified water discharges to the Delaware River through DSN 489.
OUTFALL NOo 489B OPERATION: Number 2 Skim Tank Number 2 skim tank accepts flow from the auxiliary power transformers, turbine sump pumps, precipitation runoff and main transformers.
TREATMENT: Solids and oil are removed from the water by gravity separation. Sludge is pumped out and trucked off-site to a licensed hazardous waste facility. Clarified water discharge to the Delaware River through DSN 489
- 4 OUTFALL NO. 48C OPERATION: Non-Radioactive Liquid waste Disposal system Treats non-radioactive liquid wastes from the steam generator blowdown, regenerant wastes from the demineralizer systems, and drains in the areas of the chemical treatment, storage, and handling facilities ..
TREATMENT: The yarious waste streams are mixed in a flow equalization basin. The combined flow can be treated by primary clarification and pH adjustment. Coagulant aid addition, secondary clarification, and filtration are installed options and may be utilized if necessary to meet effluent limitations. Flow is discharged to the Delaware River through any or all of DSNs 481, 482, 484, and 485.
Sludge from the process is stored in a waste sludge holding tank and trucked off-site to a licensed treatment facility .
- OUTFALL NO.
OPERATION: This outfall includes discharges from precipitation runoff, flood pumps, sump pumps, roof drains, floor drains, river water influx, and service water backwash.
Service Water Backwash - Strainers filter out remaining small particles present in the intake water. When required, the strainers are backwashed to remove the particles, which is returned to the river through outfall 488.
TREATMENT: No treatment is required since this is primarily river water. This discharges directly to the Delaware River
- 5
- -OUTFALL NO.
OPERATION: Yard Drain This yard drain accepts precipitation runoff from the helicopter landing pad area. This outfall has been listed but only consists of a conduit penetrating the earthen embankment to allow precipitation to flow to the Delaware River.
TREATMENT: No treatment is required since this is stormwater.
This water is discharged directly to the Delaware River.
OUTFALL _NO.
OPERATION: East Yard Drain This yard drain system accepts flow from precipitation runoff.
TREATMENT: No treatment is required since this is stormwater.
This water is discharged directly to the Delaware River. ~
- - 1. Outfall 487A has been decommissioned. The Salem-station previously had its own sewage treatment facility which discharged via outfall 487A. The Salem sewage plant is no longer in operation and has been closed in accordance with the closure plan submitted to the NJDEP. Currently, the sewage treatment plant at Hope Creek Station treats domestic waste from Salem.
- 2. These outfalls were specified in the permit application and draft permit. After review, they w~re omitted from the final permit; thus, no permit effluent limitations or monitoring requirements apply to these outfalls at this time.
Salem Generating Station DSN 481
- NJPDES Permit NJ0005622 Non-Contact Cooling Water This section contains only the EPA 2C-V Forms and the Permit Summary Table for this outfall. Explanations of notes, discussions of the waste stream, and further comments are combined and included as Tab 2C-V, DSN 481 - 486 .
NUMEu.::u ft'11J11 Jfruo1 /11*111 I **I J.'111111 JJ 1
-1 PLEASE PRINT OH TYPI: IN THE: UNSltADE.lJ AllEAS ONLY. You llluy 1cpuil sumc rn ull ut this information on separa1c sheets (use rlu: Sdlllt: lur111Jt} 111slcJd ut c.:u111µlt!l1U!J lhc:.c p..ayc:..
/,*1111 *\J*J*lo 1***/
11/LJtl N" .'t11'1' ,111~,.,
w I SEE INSTRUCTIONS. I.' ii w
m 111J1 .- l.l. N.11 Q) 0 V. INTAKE AND EFFLUENT CHARACTERISTICS (co111111ueol lrot11 paye 3 ul Form 2*C)
LO Ul.
.J 11" I Ahl i**f*lJ,*t1o1/1
'llll*. I l HM N I. POLLUTANT e. MAXIMUM DAILY VALUlt ii NO Ot J'i..\l.LHA!...t ll dl...lJJ.. lJ NO Ut-
- 4. C.:ONCEN ANAL'W'St:~
l*I l*I "I'* ANALYSt:.~
TUATION l*I I '*'""'lto*I* I* I '"' **
- Biochemical OKVllllR D*mnnd 2.6 4151 1 mg/1 kg/D 2.4 3831 1 (BOD>
- b. Chemlc*I Oxygen Dern*nd kg/D 47.0 75039 (COD) 21.0 33528 1 mg/1 1
- c. Tot*I Orgenic C*rbon (TOCJ 2.4 3831 1 mg/l kg/D 2.6 4151 1 l - - - - - - - - + - - - - - - * - - l - - - - - - - t - - - - - - - t - - - - - - - - - - - - - ---**---* *-* - *-*------- **-**--------
- d. Totel Suapended Solld1 ('l'SSJ 40.0 63863 1 mg/l kg/D 60.0 95795 1
- 11. AmmoniD (ao NJ mg/l kg/D 0.21 335 0.16 255 1 1 0--------......VALUE -------L-------t-------~~-------f-------~------*-*-**-
VALUE VALUE VAl Ul I. flow 548 N/A 421.82 Cont. N/A MGD 406.63 Cont.
- 11. Tampereture VALUE VALUE VALUE VAl lJl (wi11ter) "C 36.58 N/A 18. 79 Cont. 9.60 Cont.
VALUE VALUE VALUE VALlJl
- h. T*mperetur*
(*ummer) "C
.10. *----
...3 MAXIMUM 25 ..56 ... __ .__ - ....famL MINIMUM I.pH STANDARD UNITS 6.50 9.80 NA NA 260 PART B - M*rk ..X.. in column 2-a for each pollutant you know or have rea110n to believe is pre&ent. Merk **x.. in column 2-b for each pollutant you believe 10 b" absem If you mark column 2a fo 1 any polluuuu which iii limitadtiitherdirectly, or indirectly but pPrtiillly, in11n tiHluent limitetionsguidaline. you must provide the results of al least one analysis for lhat pt.llutam for other pollutams for wtuch you mark column 2*. you mull providtiquentil*tivti data or *n tixpl*nation of lheir prelltince in your discharge. Complete ont1 table for each outfall. See the 1nstruc11ons lor add111onal details and, equirem11nlb 1 - - - - -2.-MARK . . -'X"- - - - - . - - - - - - - - - - - -3.-EFFLUENT - - - - - - - - - - - - - - - - - - - - . - - - 4.- UNITS - * * - - - *-* -------------*- -- --*----*-
I. POLLUT-ANT AND CASNO.
- 8. -~- b. ... a. MAXIMUM DAILY VALUE t#':u!1Yog1:,v VA~UE C.LOHG T/ffo~bu'£J:J** VALUE *t. NO Ot- ONC.l; N d l. IN ... ..Jt-(If G11aUoll1le) *~*~~--~,~--~--,-,-1 -.-.-.-.-~~-~~~=~==1 ,~1-.-.~**--~--~~~=F=1~,-1 -M-*-.*-*-~~.~ -~ATION 11 MA~~ ANAl CONCENTMATION C:ONC..L Nl t"fA r1*"N Y!>t..S
- o. Bromide 124959*67*9) x IJ. Chlorine, Totel R81idual x .__o_.4-~--+----76_6_ _,_ _ _ <0.01 15.97 4841 mg/1 kg/D <0.05 N/A 1
- c. Color CLPT x N/A 20 N/A Units tJ. ftiCdl Cullfor111 MPN N/A 488 N/A 6
- x. .t ..*... 100 t= luo11U~
"(16984 48111 x mg/1 kg/D 0.14 197.79 6
--~---
- f. Nitrate-x mg/l kg/D 5.12 7233.48 105
~1tr1t~ (ali N)
PACL V I F. PA Form 3510 2C IRev 2 *85) CON 1 INlll llN Ill Vl:HS~
- ITEM V 8 CONTINUED FROM FRONT NJ0005622
- DSN481 a 3. EFFLUENT rs INTAKE /1111111m"I)
I. POLLUT* MARK "X' 4 UNI
- ..~
......**- **N**-
- -...... T,ffu':.,ball!t* VALUE **
~*
....--~--
ANT AND b ..... b. MAXl"Jtl':u!JL.gc;v VALUE c.LONG A'~t 1 1;~r~t 'Ji'.~,~
CA8NO. l*W*1 IMv*u a. MAXIMUM DAILY VALUE N0.01 d CO,..CLN ,,
- 1.i - *----
1 hO Ot AN Al 111-U.W.J r l*I CONC*NTNAl'IUl'll hi MAaa l*I COH(..lltHfffAllO .. l.1J MA** l*I l-UNC.LNTNAl"ION C.i) """'~*
AN1'l.
VSt.S lHATION MA~~.
..................... l*I MA*.** v ~E.~
- g. Nleoeen.
Tohll Orgenic
(*N>
x mg/l kg/D 0.845 1193 6 h.OllMd or-x mg/1 kg/D <0.85 N/A 1 1.P'-horuo
(* l'J, Tol*I 171::13-14*01 x mg/l kg/D 0.27 381. 45 1 I. Redlomcllvlty .. *--*-
111 Alp ....
Toal x ------- r------
pci/l N/A 1. 3 N/A 48 1:a1aeu.
Tolml x pci/1 N/A 43 N/A 48 13t Redlum, Toul x pci/1 N/A 15.5 N/A 48 141 Redlum
- ZH,Total x ----- ----- oci/1 N/A 15.5 N/A 48
,11***111-81
...o,,
ll.8utr*
x ,;,;n mnll lrn/O N/A 1 L luHlde x - - - - - - -----
~~';j ua*-4*31 x
.............. x <0.01 N/A mg/1 kd/D 0.02 N/A 2 Toul 174n-INMll
~-~-
x **--.--- * - * *-*---
--- oral 11440-*:tl TOUI 11440-43.a) r.~
Total x
x x
0.24 351.02 mg/1 kg/D 0.38 536.86 1 11440-49-41
"°"* Tolal 11438-ee.01 x mg/l kg/D 2.68 3786. 27 1 t.
Total '
C1438-H-41 x mg/1 kg(~-- 2.66 3758.02 l
~-
To1*I 174311*118 71 x --------** ------ r - - - - - - - - - * * -----*----- ------------ -* - --*-* -** -* *-.
v.M--,
To,.1 17439*96*61 x
- w. Tin. To,.I (7440.Jl-61 x '
- - Tllenlum.
Tu1al 11440 :12 61 x fPA form 3510 2C IH"v 2*8!>1 PAGE V
- t: .... A
- u NUMBlt.R fn*/1\1 /lum "nu ' o f ,..u,*~11 , , OU r f ALI. NUMUL H
' """ ~1, ., " **** *,/
NJ0005622 DSN 481 flitfll N .. . 'llOtJ 11'1~'1
,,1 1,1,111 ,.., 1 1,
- 1 ,,,c*.::. I } II ti~
CONTINUED FROMPAGI: J Of- FORM 2 C PARTC- It you *re ep11mery 1ndus1ry and1h1sou1lnllcon1a1nsprocesswas111wa1er.1efer lo Table 2c-21n 1he 1ns1ruc11ons lodeltH1n1newl11chol lfmLC; M~ lr.11 111111-. you n1u~111!~I to* Md1k *x** mculurnn 2*e 10f *II such GC/MS h*cllon& 1he1apply10 your mduauy *nd lor ALL lo*1c mo111la. cyanides. and 101al phenols II you are no1 ruqurHtd lu 11o;11k, 011111111 J ,. ,.,,.,.,,.J,., r 111tlu>lt1*"* no11pt0c**~
w****we1111 oull*lls. endnontequ11edGCIMS l1ec11onsJ. mark "X" m column 2*bl0f each pollulam you know or have reason 1obt!ht1v" *~ ,,.., * .,,,, M,11k X 111 ccolu11111 7 i: lo* lOadr pollutan1 you believe is *bMm II you me*k column 2e lor *nypollu1em. you rnusl provide lhe reaulls ol al l***I one analysis lor 1ha1 pollulanl II you 111a1k Column lh lur *"'V 1.. ,11u1 .. n1 V"" mu~* provrdlO lhu *Hulls ol *1 IHll one enelya1a lor 1he1pollu1en111 you know Of hevo reai;on lo believe II will be discharged m concen1r1111ons ol 10 ppb or ur.,a1.,, II you mark , """'"' lt. 1,., .,,_, .,1 .. 111. acrylon1111ll0. 2.4 dinilrophenol. or 2*111111hyl*4. I clinilr~- you mual provide 1he re*ulls ol e1 le11s1 one en11lys1s lor each ol 1hese pollu111n1s which yuu know 01 lr.rvc """' '" ln:I"""' 1hdl vou d**th*ru- in concen1r1111oneut 100ppbor UfMl91'. OlherwrM, for pollulllnl& for which you mark column 2b, you musl e11her &ubm11111 leas1 one dnalysrs or br 1elly des* 111 .. - 111., r cd~u* os 1l 1t* JKJllu1.t11l 1* ""IJ&Cllldlo be di1ehuged Nol* 1h111 1'-* are 1 to* 1h1e pllf1, please review each carefully Complele one I able (all 7 fM(lttS/ lor each ou1lall Stte 111s11 uL ""'" 1,,. o1lk1111u11JI dtttarb dnd r Hqurrem*nll I-POLLUTANT a MARK 'JI' ***
......----...,---,-,-70"==,.:J..:.*;;E:;_F..,;...F°"L::.,U::,=E:.,N-7-"T=~.....,...====~~*~~~--*~-*--- *--*. _..4. ':1NI I'>
AND CAS ~-~--..---1----~
NUM*ER *:::' ':-.::* ';.~~-..f-*.:.*..:.11="::.":.:;;... VALUa b ...... .,N:.!8..YC~ VALUE C.LONG TJff.:.b..lCV" VALUE iJA....OA~r .t CONl.lN " .. 0 **
litawUa.bi.I ..;~ :::; .~-:;. c.o*c*!:J~-:.::!: .*** .....
t-------'-----l. __J___~=~--.....,_~----r=~C!!.!!..!=J------+~~~=!J-__.:.______..___
CONC*~*JHAUON ... ..... c.oNca!~*..... u.. ,,, ..... Y!a.ES I--*-----
RATION lo MA";i,~
I* I'" *n*c*... l.1t .....
.--~*~H~*~*-*O-N._-'f--------f----
METALS, CYANIDE, AND TOTAL PHENOLS
*-- +-----*-~* *-*--. ------1---- - -*----<----
IM. Anllmony, x - - .._ __ x <0-005 N/A mg/I kg/D <0-005 N/A
, ..... 11440*38*01
~ _______,,_________ ~ ---- ---
2M. Ar*n*c. Tol*I 11440*38 21 x x <0.002 N/A mg/I kg/D <0-002 N/A 1-------~-*-- . -*- *- - - - - - - - - - - - - - - - - - --* - *~*-**-*- - -- - **-**-- - *
- llorl.-ylllum,
, ...... 14*>>*41*11 x x <0-0002 N/A mg/1 lcg/D <0.0002 N/A a------~---f -*
llM.C..imlum.
Totel 11440 43 91 x x <0.002 N/A mg/I kg/D <0-002 N/A
&M. Chromium, Tot*l 11440*41 31 x-- x <0.002 N/A mg/I kg/D ll.002 N/A x Q.-Q94-__ - .~,85 mg/I kg/D 0.005 7_06 111.U.J...
fJ...*12*11 x <0-002 N/A mg/I kg/D 0_002 2_83 x
IM. Mercury, Tot*I 11431181*81 x x <0-0002 N/A mg/I kg/D <0-0002 N/A eM. Nlcli.._ fotel 0440*02*01 1--------ll-"
x x <0.01 N/A mg/1 kg/D <0.01 N/A lllM. S*lenlum.
Totel 1118:1 411 :ZI x x <0.002 N/A mg/1 kg/D <0.002 N/A 1 IM Solver, Totel 11440*2:141 x x <0.002 N/A mg/I kg/D <0-002 N/A 12M. Tholllum, Tot*I I 1440 211 01 x X. <0-002 N/A mg/I kg/D <0.002 N/A I :JM z1.,c, Tot*I 11440 66*61 x x. <0-02. N/A mg/l kg/D 0_025 N/A 2 14M Cv*md*,
fo**l 1!;112 61 x x <0.005 N/A mg/I kg/D <0-005 N/A 16M Phenol*.
Tolal x x <0-005 N/A mQ/l 0_014 .:N/A 2 I l'A I mm J!>lO 2C IR"v 2 8!>1 ('llN llNI II (11\J 111 VI 11~1
- CONTINUED FROM THE FRONT NJ0005622 DSN 481 4 UNITS *
- 5 INTAKE f*'l'"*m(JlJ
,, l ON<* Tl.HM I NO
&1 <ON( l.N 1, MA!.~
. b.'J~.H/\!.t. ~~b~ IANA:
I HAT ION
(*-~~;~*~*~;.~... -'~ ~~~ -~~~
1 V. Acrol*ln (107-02-81 x x <5 N/A 1 ug/l kg/(\ <5 N/A 1 2V. Acrylonltrll*
(107*13*11 x x <5 N/A 1 ug/l kg/D <:5 N/A 1 3V. B*nHn*
171*43*21 x x <5 N/A 1 ug/l kg/D <5 N/A 1 4V. Bl1 IChluro*
,.*fltyl} Ethw ug/l ND N/A 1-C~IM_2.._-88_*_11~----1r-..X... ...L ~--*N_D_ _,___ ___ N/A kq/D llV. Bromoform
_________x__, _ __,,_..x____________
1711*211*21 <5 N/A
._____ .... 1 ug/l kg/D <5 N/A 1 BV. C*rbon T *trmchlorldtl
- 2..=.3*-"B.._1-----11--
..1,. 11_11... X x <5 N/A ug/l kg/D <5 N/A JV. Chlorob9n*N>*
C108*8CHI x ~-- *---~5_ _ Jil~-- - UQ/l kg/D <5 N/A 1 BV. Chlorodl*
btornamot'-1*
1124*48*11 ..X.. x. -- _<5 .. N/A ______________ _ uo/1 ko/D <5 N/A av. ch1or-*h*M 1115*00.31 x x <10 N/A ug/l kg/D <10 N/A 10V. 2-Chloro*
mr,.';';l.'I Ethar X X ( lQ N/A 1 ug/l kg/D <10 N/A
- - - - - - - t - - - - l t - - - - - *-:- -----~- -*-- --*--- ----- - -* --* --
ltV. ChlcWoform 1u....a1 x x <5 N/A 1 ug/l kg/D <5 N/A
- - - - - - - - + * - --- t----
12V. Dlc:hloro*
btomomo....,..
171*27*41 x x <5 ug/l kg/D <5 N/A 13V. Dlchloro*
dltluorome1hana 1711-JHll x x ____<.lO ...... ....NIA. 1 ug/l kg/D <10 N/A HV. 1, 1*Dlc:hloro*
........ 171*34-31 x x N/A 1 ug/l kg/D <5 N/A 111V. 1,2*Dlc:hloro*
- _hNl9 _ _1_1_01_-0e_-_2_1+ _x __ .K_ .... <~ 1 ug/l kg/D <5 N/A IBV. I. l*Olchloro*
...*_*_h_Y.. _M_,_1_11_*36-*4_1+--x--1--+-- v-+---'(.._,i;....___--1---"#-N/a..,A_-+*----- ------ - - - - ---- --------* ------ --- 1 ua/l ko/D <5 N/A 11V. 1.2-Dlchloro p<OJJ*R* 178-87-11) x v <5 N/A
---~---!-----*----*--- *---- .. - *----- ----- *-***
1 ug/l kg/D <5 N/A llV l,)*OtchlorD*
_ ... _.,_~ __ ,M_2_-1li_**1---lr--x---ll----~--x- 1--- ~--- .. _ _ lWL ... ***-*---- -* ug/1 kg/D <5 N/A 19V E 1hvlbtJ11zontt (100 41 41 x .. X
<5 N/A ug/l kg/D <5 N/A 20\I Mt:ll1VI Uro11111hr ( 74 83 0)
~*v Mu111vl x x x
<10
<10 N/A N/A
.' 1 ug/l ug/l kg/D kg/D
<10
<10 N/A N/A CtllotuJe 174 ti J ]J x
. EPA form 31>10 2C (Huw '2 11!>1 1-'Al.l V -l l"t>f\lllf\1111 ONl'AGl \I
CONTINUED FROM THE FHONT NJ0005622
- DSN 481
-*- ----~ ----- --- . ------ -------
- 18. Acenaphthen*
IBJ 32 91 x x < 10 N/A ug/l kg/D <10 N/A x <10 N/A ug/l kg/d <10 N/A
- 38. Anthrec*ne 1120-12*71 x x <10 ug/1 kg/D <10 N/A
- 48. B*n*ldlne 1u2.a1 51 x x
-*--- ~~--t---JU.A
<80 _____ ~-- - 1 _l.!g/L kg/D _ - <80 N/A -*-t-- - -
118. B*n*o (al
~~ .:~
1
....~~=-----+---
X X <10 f . - ----....------*-
N/A
1------ ---- - - .J ug/l kg/D <.10 - N/A .J,, __
- 88. Ben*o (*)
Pvren* 1110-32-81 x x <10 ___ N/A ____ ug/l kg/D <10 N/A
- 78. J.4*B*n*o*
fluot*nthane l:ZOll*UU-21 x x <10 N/A ug/l kg/D <10 N/A BB. B*n*o (*lolJ P.. vi.ne 11111*24*21 x x <10 N/A ug/l kg/D <10 N/A UB. Ben*o ,.,
F fuor*nthene 1207 llB*UI x x <10 N/A ug/l kg/D <10 N/A 108. Bia (2-Cloloro-
- fhos 'II) M*lh*n*
111HU*1_1_ _ _,_ X x <10 -~/A ug/l kg/D <10 N/A - -- - --
t1B. Bio (ll*Chloro
- Utyl) Ether l111-4t-4)
. .X--~* __x <IQ _____ .-'U1L ___ ---- ug/l kg/D <10 N/A
,..,.ltlw IH.lil(l*C'*'-
llOJ-I0-11 x x <10 N/A ug/1 kg/D <10 N/A _______ _
138. Bio (2-R-;;;;r-hu'JllJ Phlh*l*I*
1111-81-11 x x <10* N/A ug/1 kg/D qo* .~/A 1411. 4-Bromo*
phenvlPhenv1 E t - 1101*1111*31 x <10 ug/l kg/D <10 N/A
-* --------* - . f:lf.!_ - -- .. - - - -- - - -- -
lllB. Butyl ll*n*vl Phth*I*.. llHl--* 11 X x <10 N/A ug/l kg/0 <10 N/A 1118. J*Chloro-fMIPhlhalen*
........1u_1_.11e_-~11~_ _ _._.x_. ____x. . . . ._~Q ___ ,___N/A_____ _ ug/l kg/D <10 N/A 118. 4-Chloro*
- ~::::=~*2*31 x x <10 N/A
- --*--- 1. ug/l kg/D <10 N/A IBB. Chrv*n*
12111-01 UI x x <10 --
N/A ug/L kg/D <10 N/A IUB. Olblnro (a.hi Anthracen*
163 10 31 X x (lQ _____ _N/A ug/l kg/D <10 N/A I *-----
208. 1,2 Oichloro b10Hn1 196 60 11 X x <10 ug/l kg/D N/A I N/I'\ ,_J *-
'J 1 e 1.:J Olchloro **
lumzene (641 73 1 X x <10 N/A I..
ug/l kg/D N/A EPA Form 1510 2C (Rev 2 851 PAGE V-6 CONTINUE ON PAGE V 1
CONTINUED FROM PAGE V-4
- I
,,,,111*11*1*"'"
CIA,1/11\/u .'il11(11lcl!1'I A11p11>1,1l 1*~11111**. 1. 1 ,, ,"f!I I. POLLUTANT a MAHM "K' 4. UNITS 5 INTAKE /01*11011,,IJ d l (IN<* ILHM li NO Uf' d CONl LN ~d/&..t:f~t.l 'J Ah..!.l~ - AN.Al IHAllON l*I * ....... .. l*I ........ "~1t.!t
--IHAll<*F*
22V. Me1hylene Chloride C71i*09 21 x x <5* N/A l ug/l kg/D <5* N/A 23V. 1, 1,2,2* Tetr*
chloroeth*n*
179*34*1il x x <5 N/A l ug/l kg/D <5 N/A 24V. T*trechloro-
- thylen* 1121-18*41 x x <5 N/A l ug/l kg/D <5 N/A
-l- -*-
21iV. Tolu*ne 11111*88*31 x x <5 N/A l ug/l kg/D <5 N/A 2ev. 1,2*Tr*n**
Olchloro*thyl*n*
1166*60*1il x x <5 N/A l ug/l kg/D <5 N/A l 2lV. 1, 1, 1*Trl*
chloroethane 111*61i*61 x x <5 N_/~ l ug/l kg/D <5 N/A 28V. 1, 1,2-Trl*
chlorCM1th*n*
x x <5 N/A l ug/l kg/D <5 N/A l 119*00.lil 29V. Trlchloro*
ethylene 119-01 *61 x x <5 N/A l ug/l kg/D <5 N/A 30V. Trlchloro*
fluoromethen*
1711*69*41 x x <5 N/A 1 ug/l kg/0 <5 N/A 1 31v. v1ny1 .
Chlorld* lli*01 *41 x x <10 N/A l ug/l kg/D <10 N/A IA. 2*Chloropheno x x <10 N/A I ug/l kg/D <10 N/A 111961*81
r--- -- --* - -*-**----
2A 2,4 Olchloro ph*nol (120*83 21 x x <10 N/A I ug/l kg/D <10 N/A 3A. 2,4 Olmethyl phenol 1105*61 91 x -x- -- ----***---
<10 N/A 1 ug/l kg/D <10 N/A l 4A. 4,6-0lnitro o
...c_,_*_w_1_1_s3_4_._r;2_._1_1-+-* .!_ __ x -~-~~!L _______ .~l~----->--- ____ . __ _ 1 ug/l kg/D <50 N/A 6A. 2,4 Olnolfo*
1*h*nol tli1*28 51 x x <50 --- ~{A ___ --- 1 ug/l kg/D <50 N/A 1 6A. 2 Nitrophenul (88 15 Iii x x <10 N/A 1 ug/l kg/D <10 N/A
- 1 A. 4 Niuo11htmol 1100 02 11 x x <50 N/A 1 ug/l kg/0 <50 N/A HA f' Cl1lu1u M Cre*ml I~~ !10 71 x x <10 N/A 1 ug/l kg/D <10 N/A 1
~JA l'tu1ldl hloro plu:nol IHI Uti ~) x x <50 N/A 1 ug/l kg/O <50 N/A 10/\ Plu:11ol x
I 1UU U~ :,n x <10 N/A I l ug/l kg/D i <10 N/A I II\ l.4.tJ I 11
.1d,u11pl1t!l*UI 11111111. .'I x x <10 N/A ug/l kg,'D I <10 N/A
- CONTINUED FROM PAGE V-6
- I 111111 1-1J*/lfUVf,'('
(J/UH N11 /tlOtJ U(lf>Y Afl/n .. v.1/,~*/J111".'> l'l JI ti~
4 lJNIJ~ ~ IN I AKl:. l*'i'"'"'I 11
~w~:H(~~'i ~l~Hb~ft.- :N°A~I' l*J&o****IN , ........... Y~~s
._,_..__x--+_ <.!9____ _ NI". I ug/! :..glD <IO N/A .J 238. 3,3'-Dlc:hloro ben1ldlne 19t-94*11 x x -~zg_ ____ NLA ... 1 UlJll kg ID <20 N/A 248. Diethyl Phthel*t*
184-11&*21 x x <IO NIA 1 ug/l kg ID <IO N/A 2118. Dlrnethyl Phthel81*
lt3t*'1*31 x x <IO NIA 1 -~~t_l <IO NIA 1
r------ -
288. Dl-N-8utyl
---+---+-------+---*--*- - - - * .
Phlh*l*t*
184-74-2) x x <IO NIA 1 ug/l <IO N/A 278. 2,4-DlnllrO*
tolumne U2t-t4-21 X x <IO NIA 1 ug/l kg ID <IO NIA 1 288. 2,6-Dlnllro*
tolumn* 1606*20*21 X x <IO NIA 1. ug/l kg ID <IO N/A 2118. Di*N*Oc:1yl r::~~~'.:,1 x x <IO -~/A I ug/l kg ID <IO N/A_
308. t,2-Dlph*nyl*
hydruln* (a AMo*
!Nn..ne) It 22 *68-7 x x . NIA ... 1 ug/l kg/D .<IO N/A .1 3t8. Fluorenthen*
1208-44*01
+---
x X <IO NIA 1 ugll kglD <IO NIA 1 328. F luormn*
1***13_-_11_ ___.,~x.~. ___x___ _q~-- _____ l!/!\___ _ 1 . 1,19/l kg ID N/A . __ .l.
~'~- . ..L. -*-- _.x_ --~lO -- ...N/A.. .1 ug/1 kg/D .. <10.. l'l/A - . -- l. -
348. Hex*-
c:hlorobutedl*n*
187-1111*31 x x <IO NIA 1 ugll kglD <IO NIA 1 3118. H**mc:hloro-c:yc:l-19dl*ne 117*47-41 x --*---~
x <IO NIA_*---*- 1 ugll kg ID .. ~IO ~/A_
3a8. H**ec:hloro*
- hen* 167-72*11 a-------1--'~t---t---'--t __ { rn X X NI.II 1 ugll kg ID <IO NIA
---* - - -
- r - - - - - - - - - - r - - - - - - * - - - -
378. lndeno (1,2,J*cd) Pyr*n*
t-'-11_11_3-_lll_-11..;._1_ _-+-_x__,f---t-x--l--_<_l_O_ ---t--N._IA________ ._ __ _ 1 ug/l kglD. <IO N/A .l._
388. loophoron*
178-611-11
,.....__ _ _ _.. _L~-~-L _<J..9________ .. NIL ____ _ 1 ug/l kg ID .<10. N/A .. 1 398. Naphthelene (912031 <IO NIA 1 ug/l kg ID <IO NIA
- - * - - - - - .. X.
408 Nttrobanzene (98 95 31 <IO NIA 1 ug/l kg ID <IO NIA 41B. N*Niaro-x x todu1ut1hylam1ne (62 7~_!! -- * - -~ x <IO NIA ug/l kg ID <IO NIA 428. N Niuoaodi N Ptopylamimt x x <IO NIA 1 uqll kg ID <IO NIA (611, 64 I)
, I IN 1 l~JI JI ON Ill Vl'HSI
CONTINUED FROM THE FRONT NJ0005622
- DSN 481 I. POLLUTANT AND CAS NUMBER t---11--d
.1. MAHK *x*
re:,::*
1'1::* L~.':,~,~-~~~~~~--r~~~~-~L~-~. *-- __ {IJ~~i!!!~~*}
1 to:t I l.llLNl
- -----b~MAXIM~M 3o 0.AY VA.LUE. c:uiNG Ti:r.M AVPG. VALUE
.. _. - (I, ... .,!~i~"~!' !
11 NU ANAi 01
,1 4 UNI I'*
I (JNI l h I* MA~~
~ IN I A Kl_ f*'I""
10Nf 0
~'lj!:,.~~>"°!f,1I 11 ffM
~~!.~!!. --
11 NO Ot ANAL
.--'-_"_v_"__"_"__I_~* ~~~~ +/-~~- .~~!"!!....!~!!.~!!.!!~(_-* '"-"":"~- __ *~*,..,~!.',1,, ..... ,. _ 1.- ..... ~:i. _ .....................---,,.
l*I I I .. *,, v*.. 1 ~ I UAllUN I* I
- I I ...... *~ v !>>t S GCJMS FRACTION - BASE/N~U~L-~~ljN'!~_ 1~* ..1o1uuw*ll 438. N Nlrro-oodlph*nvl*mln*
1811-30*111 448. Ph*nenthr*n*
X X <10 1 N/A 1-------1 I
1 ug/l kg/D <10 N/A 1 (86*01-81 x x .<10 N/A
-*---- __..__-'------! UQ/] kq/D <10 N/A 1 468. Pvr*n*
..*~1~:n_-_oo_.0_1_ ___, __ J\ _ X. <10 NIA 1 ua/l ka/D <10 NIA 1 488. 1,2,4 - Trl-chlorobenaene (12CHl2-U- x x <10 N/A 1 ug/l kg/D <10 N/A 1 OC.US FRACTION - PESTICIDES 1P. Aldrin 130ll*00*21 x 2P. U-8HC 13111*84-6) x *--------*-*-*-- - - - - - - - * - **-----
3P.j)*8HC 13111-86*11 x 4P. )"8HC 168-89-111 x *--- -----------* - ----------*-*---- -- - -*----
6P. 6-8HC 13111-86-81
.X 6P. Chlord*n*
1~7-74*111 7P.4,4'-DDT (110-211-31 x 8P. 4,4'-DDE (12-H-111 x
llP. 4,4'-DDD 412*64*81 10P. Dleldrln
..x . I 160 67-11 1--------+-*------ - -- - ....1. *1 11P. a-Endooullen (111i*:Z9*71
+---*-- -- -* ---X-12P. j)-Endooullen I
1116-:Zll-71 X 13P. Endooull*n Sull*t*
(1031-07-81 x 14P. Endtm 112-20*81 x
1bP E nth in Aldtthyde (74219341 I-- - - - - -
x 16P thsptochlor 176 44 Bl x I EPA Form 3510-2C (Rev 2 851 CON TINlll tlN PAGE VII
CONTINUED FROM PAGE V-8
- I 1111111 ,.,,,,.,.,.,,.11 (Jft,111 f\fo ,/000 O(l!i 'I "1/"""'* 1~*/11tt.*-. 11 I I lit*
I. POLLUTANT 4 IJNI I c, !> INl AK( l*'l'"'"I}
AND CAS .1 I UN<. 11 ffM Ii NO Ot NUMBER d ( ON( l N 11 MA!>"e> ~V'~lft"lLl V~~!J~-- AN At 1 H"l IUN CI ~ .: ~ * : : : . : . ** I ., ... " ... Y!.t.~
11P. H*P**chlor Epo11.ld*
(1024-61*31 x 18P. PCB*1242 (634611-21-111 x 111P. PCB-1264 11111117-611* 11 x
20P. PCB-1221 (lt104*28*21
1--
x
+-------- ..._ ________ -*----*
21P. PC&-1232
..c_1_1_1_4_1-_1_e-_6_1_ _t---~--- __!__ _____ - - * - -------.
22P. PCB*l2"8 112872*211-81
..L --- - - - *----
23P. PCB*l2llO 1I10H-82*1il x 24P. PCB-1016 1121174-11-21
...~-------f-- *-*
x 2fiP. Tonph*n*
(8001 *3fi-2) x PAGE V-9 EPA Fonn 31510-2C !Rev. 4-841
- Indicates compound found in.blank.
f PA f **flll l~ 10 "Jr IH1*v ] A~'
Salem Generating Station NJPDES Permit NJOOOS622 APPLICATION FORM 2c-v EXPLANATIONS - DSN 481 This outfall is one of the six (6) non-contact cooling water outfalls and is primarily Delaware River Estuary water. Analytical results from each outfall are a composite of the six outfalls with the exception of temperature, flow, and total residual chlorine for which routine independent analyses are performed.
PART A The intake analyses are based on Delaware River Estuary samples taken in accordance with the application protocol. Although the intake and effluent values are similar, the previously established sample acquisition variability is evident.
PART B and PART C Total residual chlorine was analyzed due to the addition of sodium hypochlorite as a biofouling control agent in the service water system . Other parameters marked as "believed present" are so indicated due to their presence in the intake water and current or historical analytical. data was provided *to demonstrate the presence of these parameters in the intake.
j
- SALEM GENERATING STATION
- DSN 481 NJPDES PERMIT NJ0005622 RENEWAL NON-CONTACT COOLING WATER PERMIT
SUMMARY
TABLE SHEET 1OF1 PARAMETER EXISTING PERMIT FILES SWQS DRBC PERMIT RECOMMENDATIONS NOTES LIMIT FREQUENCY TYPE LIMIT FREQUENCY TYPE Flow 406.63 Avg. N/A N/A N/A Calculated N/A 5 (MGD) NIA Calculated N/A 532.80 Max.
Temperature Deg. F (Deg. C) N/A Continuous N/A (15.28) Avg. N/A N/A N/A Continuous N/A 2,6 Influent (29. 70) Max.
Temperature Deg. F (Deg. C) 115(46.1) Continuous N/A (24.09) Avg. Max Max 115 (46.1) Continuous N/A 1,2,7 EHluent (40.70) Max. 86(30) Daily Max.
Temperature DiHerence 27.5 (15.3) Calculated NIA (8.63) Avg. NIA N/A 27.5 (15.3) Calculated N/A 2,8 Deg. F (Deg. C) (20.20) Max. Daily Max.
Heat, Facility (MBTU/HR) 30,600 Calculated NIA 12331.72 Avg. NIA N/A 30,600 Calculated N/A 2,9 19476.72 Max. Daily Max.
Chlorine-Total 0.3Monthly Residual (SWS) 0.3(AVG.) 3X/Week Grab 0.01 Avg. NIA NIA (Avg.) 3X/Week Grab 3,10 (mg/I) 0.5(MAX.) 0.48 Max. 0.5 Daily (Max.)
Chlorine-Total Residual (CWS) 0.2(MAX.) 3X/Week Grab 0.01 Avg. NIA N/A 0.2 Daily 3X/Week Grab 3,10 (mg/I) 0.06 Max. (Max.)
6 Daily pH (S.U.) 6(Min.) Weekly Grab 6.5 Min. N/A N/A (Min.) Weekly Grab 4,11 9 (Max.) 9.8 Max. 9 Daily
(Max.)
Salem Generating Station DSN 482 NJPDES Permit NJ0005622 Non-Contact Cooling Water This section contains only the EPA 2C-V Forms and the Permit Summary Table for this outfall. Explanations of notes, discussions of the waste stream, and further comments are combined and included as Tab 2C-V, DSN 481 - 486 .
- EPA l.D NUMDL**., ,,.,.,.,. [,.,..., 11.*m I " ' 1* .. .,., 'I
- I PLEASE PAINT OH TYPE IN HIE UNSl.tADlll AliEAS ONLY. You may rci1u1t sonic'" Jll ut this information on sepa1atc shects (u111 1/111 *ame lurmJI) 111stm1d ul cu111jJlcl111!J thc*c l'"!IC'* I
- l. 0 1111*l1*Jll*** 1 *,/
w 11111llN11 **'1* **'
I SEE INSTRUCTIONS.
g; u V. INTAKE AND EFFLUENT CHARACTERISTICS (co111mued trom palJI! 3 ot Form 2*CJ w
U>
PART A* You must provide the reiults ol at least one analysis Im eve1y pullutdnt i11 ~-m till1le. Ct>111!!_1=.!i:_~~~-~~-.'.' .~:<1c~1~'.'.'.*.!~*ll, .s"" '"~.'-"-"*""~ 1111 ,1111111""'*" '"*""
3 UNIT~
Z. EFFLUEll.T -I IN I At\L f*'t"'
~.,:.Yaf:~Y VALUE c.LON *i;JiMAVr.RG: v ALUE 1----'-'*'...:..l'*'n/' 1( l*luuk I L ( U'*1H.- l l HM (if auuilab r.. J II NO Ot A\l.t.ttA!.o ll~J;.. I> .. 0 O>
ANALYSES d CONCEN*
THAT ION h MASS
, l*I c.*J M_,,
ANALVSt.~
____ J ____ **-- mg/_l__... -* 2.4 3568 1
+---------.----*-*-*-
1 . mg/l kg/D 47 69878 1 1 .. ____!'!9!'.L_. ~g/D 2.6 3865 1 1 mg/l kg/D 60 89207 1
- - + - - - - - - + - - - - - - - + * - - - - - - - --**----*--** - .. *- -* *- ..... *-**------* -------
1 0.21 312 1 VALUE VALUE \1 Al lJL N/A 392.81 Cont. N/A MGD Cont.
536.39 ------**-** 389_, 22 VALUE VALUE VALUL VAl.lJl
- g. Twn..-ratur*
(winrrrJ N/A Cont. uc Cont.
36.50 18. 79 9.60 VALUE VALUE VALUE
*---** V Al IH
- h. T*m-*lur*
t*ummerJ 39.10 N/A Cont. "C 25.56 Cont.
MINIMUM MAXIMUM MINIMUM MAXIMUM I.pH 6.10 8.40 N/A N/A 260 STANDARD UNITS
--*--- ---~=-~.:_:-_ *~~---- -
PART 8 - Merk **x** in column 2** fOf eech pollutent you know or hllll9 r*1<<1 to believe i1 pr. .ent. Merk **x** in column 2 *b for each pollu111n1 you believe lo be absem ti you mark column 2a for any pollu1an1 which ia limited either direc:ily. Of indifec:tly but ....,...1y. in en effluenl limi1etion1guideline. you mull provide the reeulls ol al 101181 one analysis lor I hat pc. llutam For other pollu1an1s for which you mark column 2*. you mual provide quentitelive dete Of en explenetion of their pr.eMnce in your diacharge. Complele one 111ble for e11c.h oullall. See lhe ms1ruc11ons lor 11dd111onal details and requiremrtmi;
- 3. EFFLUENT 4. UNITS 5 INTAKE /"I"'"'"'//
":u:.9..gcv VALUE c.LONG THf..':..h..'£J!'f- VALUE *l .. O Of d <..ONU ..
a I ONG TERM J.N ... Jf"
...... :r-.~::-.-::-
AV l. llAC .. L VAl.lJt (al MA** *I MA**
- CON, ..... THA1'1Urt
,,, MA:.0~ ~~~-
" ... - ~ATION 1~*-:;-;::,-
AN Al Y!i.I:.'!.
l-------+--+--~-------1-- * - - - - - - + - - - - - * - * *----* -*-- -
1.81 2691 <0.01 14.87 4841 m9/l I kg/D <0.05 N/A CLPT N/A 20 N/A 1 MPN 100 ml N/A 488 N/A 6 mg/l kg/D 0.14 208.2 6 mg/l kg/D 5.12 7612 105 EPA form 3510 2C (Aov 2 851 CONllNUI ON Al VEHSl
- ITEM VB CONTINUED FROM FRONT NJ0005622
- DSN 482
- 1. POLLUT- a MARK *x* 4 UNI rs
- 3. EFFLUENT ~ a NT AKE {*111tw11ul)
-=-,u,.,.,..,~,.-, .."r."".(>,.----,,V
..o=,--=,.e'-,,'y'"'vo-:-:cA-:-L-=cUo-::E:--rC=-.*L""'OIN'-ICi~.-T'E"'Ru"'M.,=-..*A'°
...' "',ll,-- -*'-**-- *------- **-----*--
ANT AND ...---.,..,b--f-----* --- ----------- - -r.:b-_ M,_,A,._,x=-= .... .....
A.L°'U"'Eo--.--------11----*---- - - - - - . - ..
7 CASNO. **==~ .u::~ *. MAXIMUM DAILY VALUE t i t - 111 Die* (l{IA llnb .. J llA':.(~::* ti COtc<..:t.N A :},~.~~c..!i. U..t',~Jl I NO Ut
- i .~-:_-, coHc*!~l""'noN Cil MA** cu .. ,a~'J""101<1 hi MAii* t:.UN'-&..~*JM,., 11 .:>,.. l.1! """'~tt YSLS 1
HAT ION . ...... !:.1:.~ ~-. ... ,.........._ ~~z~
;-------r-------t-------t--------+----4------1------+------+------+-----.1
- 11. truvoean.
Total Organic
(*NJ x mg/1 kg/D 0.845 1193 6
f--+----;---- - -
- t--------------------t-------1-----------* - - - - * * - --- - --* ~-
- h. 011 lllld Qr-x mg/1 kg/D <0.85 N/A 1
+------- ---------- - - - ------1------+-----+--------+--------l---~
I. Pbotphorua t.. rJ, To***
11123-14*01 x mg/1 kg/D 0.27 381. 45 I. Radioactivity
...~--1-------4-------4-------l----------- -------~------t-----+------1-------1----~
111 Alphe, T-9 X pci/1 N/A 1. 3 N/A 48
- - - - - - f - - - t - - - - + - - - - - - - t - - - - - - - t - - - - - - - + - - - c - - - - - - j - - - - - - - ; - - - - - --j---------+-----1------+------+------+-----I (2llil8ta, Total x pci/1 N/A 43 N/A 48 C:S) Radium, ToUI x pci/1 N/A 15.5 N/A 48 141 Radium 2
29, Total X pci /1 N/A 15. 5 N/A 48
.,k,...,""'l,--u......,n1*:----+----'"-t---l------+-----+------+-----+------t - - - - - - ------"lr-----~--r-~---t------+-;__----1---~
, .. 1J04J .
...*.,.1_.49..,11111 LluNld9
-7.......,11-8.._11--t-X-Jr---t--------t-------r-----Jr----------t------t-*----
x
~-----+.111Wmn..i.ll..i....._+.-1~~nln.1.1-_+....1f;l..lllof;lli...__ _-+-~NL£/l1...A_ _:_-+-"l---I x
....~-~--..i---t---"--+------+-------t-------+------~f---------4------ f------,------+-----+-------l------1-----J x <0.01 N/A mg/1 kd/D 0.02 N/A 2 x ---*-***-->--*- - - - - - - - + - - - - - * - - - - - - - - - - * - - - r - - - - - - T - - - - + - - - - - - - - - - + - - - * - - - I
.__ x Tote!
(1440-42-a) x 0.24 351.02 mg/1 kg/D 0.38 536.86 1-:'~~ CIC:l:'--t---t---;------j-------;-------r-------+------t-------- ---*--r-----t----+------11--------l---------I Total (7440-411-41 x
+--f---+------t--------t---------lt------- -------- ------- -----t-----1t------+------+--------l--------I
- a. lf0!9, TDllll (74:18....., x mg/1 kg/D 2.68 3786.27 t.......-.m.
....,.....,,.~-.,.---+--f---+-------11-------;-----t----*--+-----4---------+-----
Total (743lil-1111*41 x mg/1 _kg/!?__ __ 2.66 3758.02 u.-~m.
Total
_0~*~311--118_-1_1_-t-----~x-+---------
v.u.....-.
_______ ~------*- ----------- ---------- -*****-----* --** - -
~7°4';~ 96-li I X w_ Tin. Total (7440-31-til x *,
- x. Tltenlum-:--*
Tot*I
( /440 32 61 x EPA form 3510 2C IHov 2 Of>I _ PAGE V .! C:l*NllNlll llNl*J\t.it. V l
- l .. AIU NUMBLRt1*011.-/1umll1*1t1 NJ0005622 0
lo/l- ur111 l)OUTfAl_l DSN 482 NUMULH
,,.,,,,.1,.,,, .. ,.,, ..,
llA 111 /V,, * '111111 00~ 'J
,,,1,1,1 .,,... 1 1, */*"1"\ I I II H'*
CONTINUED FROM PAGt J Of- f ORM 2 C PART C - It you ere apr1ma1y industry and th1sou1lall con1au1s process waslttwater. refer lo Table 2c 2 10 lhe 1ns1ruc11ons 1odti1tn1n1ne wlul:h ol 1111~ <..Jt:,. M!:> 11.tt 1u11,~, y1111 n1u~1 **~">* l1u Mc111l )( m culunu1 2** lor 1111 auch GCIMS hecuons lh*l *pply lo your 1ndu&fly and lor ALL IO**C 1netals. cy*n*des. and tolal phenols ti you are 001ruquuttd10 111dtk 1 011111111 J ** f\ttundc11y 1111.J1ot1111\. nonptuc**~,.
w**l*w*ler outlells. end nan1equ11ed GC/MS l1ac11ansJ. ma1 .. ")( 10 colunin 2 b for each pollu1an1 you know or have reason to btthttvt: *~ vre!i.tHll M,uk X 111 t:olu111n 7 t: tor ttidt.h pollulan1 yoo beheve 15 ebaenl II you m*rk column 2* 101 any pollul*nl. you 1nus1 JHOv1de lhe resulls ol at le*** one analysts lor lhal pollu1an1 If you mC11 k t..ulumn }h 101 .111v fJulluldlU y1u1 r1ur~* 11*ov1du lhu rtti.ulla of *I 1**11 one *n*lye1a f0t 1h*1pollul*nl1f you know or h*ve reason lo believe 11 will be discharged in concenua11ons of 10 ppb 01 U'"""" II you 111a1k, ""'""' lh " "' """" acrylon1111l11. 2 4 dinilroph*nol. or 2-m*thyl 4. 6 dlnilroph*nol. you muel provide the resullli of a1 lees1 one analysis for e*ch of 1hese pollu1en1s wluch you know rn "*"" """"" 10 hdotw" 111 .. 1 you <.h>ch111g11 m conc*nU*t1on*of 100111Jbot grNI., Otherw*H. for pollul*nls lor which you mark column 2b, you musl e11her subm11 i!ll leas1 one dnalys1s m IH 1t*lly 1l"s' , ,,.,. lhc '"""'"' .. 1l 1t* 11ulluld11l 1> ll*lf8Cl9d lo be dtech*ru-d Nut* th81 lh.,* .,. 1 to th** part. ple*eo review e.ch carefully Compl*le one 1able /al/ 7 p*fltJS} for each ou1lall See 111s11 """"'" lor .u1J111v11.1I dula*I* ""ti requiremen1e
- 1. POLLUTANT a M"'"" .,.. ._, J. EFFLUENT 4 UNI I'> ~-INT~~~- (*'l'"'"'J
~~~~:: *****Jh ** ~.:~* e. MA.II VALUll b. MAX1'1ff':,!Jl,.Yet VALUlt'. c.LONG T.fr..~alt..lf!)" VUUE "°;-N-~--;_*-
1 - - . A~s'..°-.f1G ta...~':'... b NO eP
~":. hJ f*I 4
1 ~~~~~= MA~';) "'""'-'
Iii 011*1 . . bl*I
~. ......
A**
- .... C.ONC*tJ_-.= *** ..... 1;:0,., ........... 0... Iii...... .c.o .. c.................. l*I .....
ANAl)f
..~I;.-~ -* - -
j, I :.L; ~~.::~: ** _ I, )__w_*_*_*_~_Y_._._._
METALll. CYANIDE. AND TOTAL PHENOLS 1M. Ant*monv.
Tol*l 11440 36 01 x x <0.005 N/A mg/1 kg/D <0.005 N/A t-----------1-*--- --* -*-- - -------"!---------
2M. Ar*ruc. Total 1144031 :11 x x <0.002 N/A mg/1 kg/D <0.002 N/A 1 - - - - - - - - - - - 1 *- ----*-----**
- Mit. ll*ylllum.
Tot*I. 1440*41 *11 x x <0.0002 N/A mg/1 ~g/D <0.0002 N/A
- M CMmlum, Tolel f1440 43 91 x x <0.002 N/A mg/1 kg/D <0.Q02 N/A
&M. Chromaum.
To**l 11440 47 JI x x <0.002 N/A mg/1 kg/D G.002 N/A x O.Q04 mg/1 kg/D 0.005 7.06 JM.UM.,...
<0.002 mg/1 kg/D. 0.002 2.83 fJ4JHJ II x x IJM. M*rcurv. Total tJ4J881**1 x x <0.0002 N/A mg/1 kg/D <0.0002 N/A IM. Nlcll*I. 'Ol*I (144002*01 x x <0 .. 01 N/A mg/1 kg/D <0.01 N/A t----------1 *-.
10M Selanlurn.
Totel f 1182 411 21 x x <0.002 N/A mg/1 kg/D <0.002 N/A i---*-----
11M Silver, To1al 17440 22 41 t------ --~.
x x <0.002 N/A mg/1 kg/D <0.002 N/A 12M Th*lllum, Totel (1440-211 01 x x <0.002 N/A mg/1 kg/D <0.002 N/A 1lM Zinc. Total 1144066 61 x x <0.02 N/A mg/1 kg/D 0.025 N/A 14M Cv*nu.J*.
lol*l lt>I 12 bl x x <0.005 N/A mg/1 kg/D <0.005 N/A 16M Phenot1.
TO let x x <0.005 N/A mq/l ka/D 0.014 :N/A 2 DIOXIN J3 I 0 fH1** ..
1 lilur~J*lll1u1uo t*
II *,
1110111111116* 01 ,,,
I l'A f-urm J~10 2C (Re" 2 H!>l l'AC.I V t I llN llNlll flN 111 VI IC~I
- CONTINUED FROM THE FRONT NJ0005622
- DSN 482 IV. Acrohtln (107*02-81 x x <5 N/A 1 ug/l kg/I' <5 N/A 2V. Acrvlonltrlle (107-13-11 x x <5 N/A 1 ug/l kg/D <5 N/A 1
- --------1---- .. r--- -- --
JV. Benzen*
171-43*21 x x <5 N/A I ug/l kg/D <5 N/A I 4V. Bit (Chluro-methyl) Ether
- ug/l ND N/A 1642-88-1) x v .ND N/A I kq/D
--- _ . 1 } - - - - - - + - - - - - - - - -- . -*--- ------*-*-*--* ......... -------- - --*--- --*-*-*
liV. Bromoform 171i-21i-21 x lC
<5 N/A ug/l kg/D <5 N/A I 6V. Cerbon T*trec:hlorkl*
x___
.....-'li-s--2~3~-li~1_ _ _+-__ x <5 N/A ug/l kg/D <5 N/A 1 JV. ChlorobenHn*
.________._x 1108-80-71
__L ----~5__ --*---~~--- ug/l kg/D <5 N/A I 8V. Chlorodl-bromomethan*
.-n_2_4_-4B_-1_1_ _-+*-L -----* .x._ ___(5 __ --* N/1\ *--* --------- **---- *- *-*- ---- **- *---- -** **- --- .. ua/l kq/D <5 N/A BV. Chloro*thene 1715-00-3) x x <10 N/A I ug/l kg/D <10 N/A 10V. 2-Chloro*
ethylvlnyl Ether X <10 N/A I ug/l kg/D <10 N/A lt-11_1_0-_1_&_-11_1_ _ _+---+---- _! __ t - - - - - - - - - - - *--------- ------ --**----- ------- -**--*- -- - --------
11 V. Chloroform UIHIB-31 X X <5 N/A ug/l kg/D <5 N/A
t-*----~
12V. Dlchloro-bromomethen* X X
,...1_7_11_-2_7_-4_1_ _ _-+--_ * - - - - --~---***-- N/A
- - ----- *-- ----I-- .. **---* - . -- -
ug/l kg/D <5 N/A 13V. Dlchloro-
~~:~7o;.';.';'*than* X X
___<..ti) _____ -- ___..JU.A.. ... -------- --------- t-----*
ug/l kg/D <10 N/A 14V. 1, 1-Dlchloro-ethane 1711-34-31 X x N/A 1 ug/l kg/D <5 N/A 16V. 1,2-Dlchloro-ethane 1107-06-21 __lL ~ ___ _x_ _____ <~ _ ug/l kg/D <5 N/A 16V. 1,1*Dichloro-ethylsne (76-36-41 X lC (I\ N /A I ua/l . <5 N/A t-------t--+-~-A--+--~L---t---....llJ..n......-+-----~----*-4------ ----*--*--t-----r....,..,~--t-~kqu11~D'---t--"-"'----+--:..:.!...:..:__-l-.....:_-~
1 17V. 1,2-Dlchloro*
propane (78-87-lil X v <5 N/A ug/l kg/D <5 N/A
+---+---+---.. . . . . . . . . .- - - - * - + - - - - - - - + - - - - - - - - - - - - - - - > - * - - - - - - -*-*- --
18V. 1.3-0IChloro-P'opykine(fi42-75-61 X X 1--------t---+--+--+----<'°"5'---+---'N'-'--'1/A.-"-----11---*---+----. --*-*- ... -* *-- _ -* I UQ/l kg/D <5 N/A 19V. E rhylbtmtene 110041 41 X <5 N/A ug/l kg/D <5 N/A t-------+--+-*------Jl_. __ -*-*------*r-*-- *-------
20V. Me1hyl Bromi&Jtt (74 83-9) x x <10 N/A 1 ug/l kg/D <10 N/A 21V. Mu111yl x x <IO N/A ug/l kg/D <IO N/A Chloru.Je (74 8"/ 31 EPA form 3ti10 2C (Hcv 2 ll51 CllN I INIH ON PAGE V 6
I I '"J'l"'*,J 1 1,\F/l Nu .'lllltl iltJ~1'/
CONTINUED FROM PAGf v ... AJ'J"Lll ,.~,,,,, ... I.' JI li!J
- 4. UNITS 5 INTAKE {01*lh>rudJ
- . - - r - - - * *---*
d I 11N<. l~HM Ii NO (J ..
I* MA::a~ /\'¥~.!i~~ \lll!.J.!L__ ANAi lol * ...... .. Iii.,...,.~ V~1t.~
IHAlll*h 22V. Methylene Chlorlda 171i*Oll 21 x x <5* N/A 1 ug/l kg/D <5* N/A 1 23V. 1,1,2,2*T*lra
~~:;:-~~*n* X x <5 N/A 1 ug/l kg/D <5 N/A 24V. T*lr..:hloro*
- hvl*n" 1127*18 41 X x <5 N/A 1 ug/l kg/D <5 N/A 21iV. Tolu*n*
11111*88*31 x x <5 N/A 1 ug/l kg/D <5 N/A 1 28V. 1,2*Trano*
Dlchloroalhyl*n*
(168*60*1il x x <5 N/A 1 ug/l kg/D <5 N/A 1 27V. I, 1, l,Trl*
chtoroe1hana (71*66*81 x x
<5 ...N/A ug/l kg/D <5 N/A 28V. 1, 1,2-Trl*
chloroethan*
x x <5 N/A 1 ug/l kg/D <5 N/A 1 (19-00-61 29V. Trlchloro-
- thyl*n* (79-01 *81 x x <5 N/A ug/l kg/D <5 N/A f---------
30V. Trlchloro*
fluorom*thana 1711-89*41 x x <5 N/A 1 ug/l kg/D <5 N/A 1 31v. v1ny1 Chlorlda 76-01*41 x x <IO N/A 1 ug/l kg/D <IO N/A OCIMI FRACTION - ACID COMPOUNDS 1 A. 2-Chloropheno 18157*81 x x <IO N/A 1 ug/l kg/D <IO N/A 2A 2,4*Dichloro*
ph*nol (120*83 21 x x <IO N/A ug/l kg/D <IO N/A 3A. 2,4*Dlmelhyl phenol ( 105 87-91 x x <10 N/A 1 ug/l kg/D <IO N/A 1 4A 4,6-Dlnitro 0 Cr*aol 1534*52 11 1-------l--_!_ - x ---~~Q__ ___ -- -~..m. _____________ ,,_ 1 ug/l kg/D <50 N/A 6A. 2.4 Dlnnro phenol 151 28 51 x x <50 __ !WL__ __ 1 ug/l kg/D <50 N/A 1 6A. 2 Nitrophanol (88 75 51 x x <IO N/A 1 ug/l kg/D <IO N/A 7A. 4 NitrOIJlumol (1000271 x x <50 N/A 1 ug/l kg/D <50 I
N/A HA P ClilU10 M Cteloul (!..~!JO 1) x x <10 N/A 1 ug/l kg/D <10 N/A
~IA t'u11ldt.lllu1CJ plu:11u1 tH I Uti !>I x x <50 N/A ug/l kg/D <50 N/A IOI\ l'l11*1n1I llUU ~!.> :n x x <IO N/A ug/l kg/D I
1 i <10 N/A I l,1\ l.4.l1 I 11
.1,1.1111pl11:11ul
- 1111 flh.'I x x <10 N/A ug/l I <10 N/A
CONTINUED FROM THE FHONT NJ0005622 *USN 482 *
- - *- ----- --*-*----+----
- 18. Acenllf)hlh*n*
183 32 Ill x x <10 N/A 1 ug/l kg/D <10 N/A x <10 N/A ug/l kg/d <10 N/A
- 38. Anthr11e-1121U2* 11 x x <10 N/A ug/l kg/D <10 N/A 1
- 48. B*nlldln*
lll:Z8Hil x x _<=80=---*--JUA__ ___ ~--- 1 _1,1gJL kg/D .. - ~a_o___ _ . _rtf_A ----~
1 Iii&. 8en10 fol
~~~;:.:.- x x <10 N/A 11-1'=-'=-'~---t-- - * - - - -
ea.
'--*-------+-------*l--- - . ---- - - . _l - ug/1 kg/D .<.10 . rv" I llen10 ,., x x 1 ug/l kg/D <10 N/A 1 rvr** 11110-32*1 <10 _ N/A _
711. 3,4-Benio-ftuoren-C2Clli*llll-21 x x <10 N/A 1 ug/l kg/D <10 N/A 1111. B*n10 1*1111 P*Y-11111-24*21 x x <10 N/A_ 1 ug/l kg/D <10 N/A 118. Ben10 t*I F luoranchene 1207-1111-111 x x <10 N/A ug/1 kg/D <10 N/A 108. Bio (l*Claloro-
- llloarl M*lhene 1111-11111 ~~---1 x x <10 ~/A ___ _ ug/l kg/D <10 N/A 1 1111. Bh (I* C/aloro-
- "'Jlll Et-
,_1111 ..... 41 ___ _x_ _____x__ <10 *----'~LI\ ____ _ kg/D <10 N/A UllllelJ-a.--
. . . . ltlwl10UO-ll x x <10 N/A 1311. Bio (1-ftlllrl*
,.. ..,,,, rh1hll****
---*-* 1 - _ug/_l kg/D <10 N/A __ ~__! ___
1117 .. 1-71 x x <10* N/A ug/1 kg/D <10* -~/A --
148.4-11*--
p-ylr-.yl Etto. 1101-Glli-31 x x <10
~I.A_ -- I ug/l kg/D <10 N/A 1111. lluryl llen1yl P'hth*l*te 188. 2-ChllHo-
1 x x <10 N/A ug/l kg/D <10 N/A
-hth*'-*
L.:.1*;;..1_-M=-*"'"'11.___ _ _.__x._-j1
__ .___x_.__ __, 1o___ _ ,_JUA_ __
<"6 ug/l kg/D <10 N/A 1 178. 4-Chloro-phenyl PhM>yl X X lQ N/A 11-'E:.:*;...----'C'-7-'-0Clll.;;..;..*_7;;;.2*_3-'-I+- __ '- --f----1~--<__ ***------*-- 1 ug/l kg/D <10 _N/A___ __) .
188. Chry*n*
(2111-01111 x x <10 N/A ug/L kg/D <10 N/A 1118. Olbenzo (a.hi AnlhrK*n*
163 1031 x x N/A ug/l kg/D <10 N/A 1
<10 __ - - - .. 1 ----
208. 1,2-0ichloro benHn* 196 60 11 X x <10 ug/1 kg/D qQ__ __ J NIA N/I\
218. 1.3 Olchloro hen.r*n* C641 73 I X x <10 N/A ug/l kg/D <10 N/A 1 EPA Form 3510-2C (Rev 2 851 PAGE V-6 CONTINUE ON PAGE V-1
CONTINUED FROM PAGE V-6 NUM~~~~<~*;~;;""
----------------------- --------ro,*---- - ----- --------
rp" l.D. llt'm I of form I) 2 t;;~ A;~ NUMBER I
1111111 A1*11t1n11*cf UIUH f*lll ./OtllJ Vt 1~~J Ap1111111.llt:-1n11**. II JI H!>
4 UNITS ~ INTAt<.l. (*'J'llou11I)
.. I ON to 1 l. HM h NO OP d CONC~N 1 RA (ION I' MASS ~V~H~~t.
I* I * **rt* I. . ,, A..
Vt'H.. ~L.-
I ..
ANAL y 5.lt s
+---
x
~--L * - -
<10
~IA ug/! kg/j} <10 N/A - _J -
23B. 3,3'*Dlchloro befi1ldl ...
llU-84-11 x x 1 u~/1 _ kg/D <20 N/A 24B. Dlethvl Phthlllate 184-118-21 x x <10 N/A 1 ug/1 kg/D <10 N/A 1 21iB. Dlmethvl Phthelete 1131-11-31 x x <10 N/A 1 ---~g!_l <10 . ~/A
..._,,2"'ee=.~0=1~-N=-'=e-u-tv~1~1--- -<----+---+--- -------------1-----
- Phthalete 184-74-21 x x <10 N/A 1 ug/1 <10 N/A
t----+---+---t----------+--------t--*--- .
278. 2,4-Dlnltro-tolu.,* 1121-14-21 X x <10 N/A 1 ug/l kg/D <10 N/A 1 2BB. 2,8-Dlnltro-tolu.,* 1808-20-21 X x <10 N/A 1 ug/l kg/D <10 N/A 2118. 01-N-Octvl Phthlllete X x
._.l..;_11_7_-8;;...4_-0-'-'l'-----1--- ___ _ <10 N/A 1 ug/l kg/D <10 N/A 1 JOB. 1,2-Dlphenyl-hvdrul,.. (aa Aao-lwnaeneJ 1122-88* 7 x x -~10 ... _NIA .... 1 ug/1 kg/D <10 N/A __ 1 318. Fluoranthe,..
1208-44-01 x x <10 N/A l ug/l kg/D <10 N/A 1 328. F luoren*
188-13-71
~------+~x-~ _
1111-7*-t*
- - - _ _._i__ ---- __x___
L --~l!L _____ ~.!!I~-----
_5.:10 ---- --- -__H/.A__ .1
- ll9ll ug/1 kg/D kg/D
<10
. <10. _
N/~_
N/A _
3411. HeH-chlorobuhdlene X X 187-88-31
..---------+---+---+*-
<10 N/A 1 ug/l kg/D <10 N/A 318. H**9Chloro-cyc'-Udlene (17-47-4) x x <10 _NI~--------- 1 ug/l ~g/D -* 510 NA_ _J -
388. H. . 9Chloro-eth- 187-72-11 X N 1 ug/l kg/D <10 N/A 1 1-------1-~-t----+~x--t __{ln..___ _ _~+&0-- 14 - r-------- -* --* - - - > - - - - - - - - - - - - - - -
318. lndeno gg2(~~~tv**n* X X <10 N/A 1 ug/l kg/D __ <10 N/_A
~--1---+---+---11--------+---------f----- --~--- --*---- *--***-- --
388. loophoro,..
178-611-11
+-X- _ ~-L ~-<10_______ HLIL ____ _ L ug/l kg/D _(10 N/A -- _}
3118. Naphthal*n*
191-2031 <10 N/A 1 ug/l kg/D <10 N/A 1
+** L x-.
408. Nltrobenz:one 198 95-31 <10 N/A 1 ug/l kg/D <10 N/A 418. N-Nitro-X-
10din,e1hyl*min11 *,
162 75 Ill
-~ _X <10 N/A ug/1 kg/D <10 N/A 428. N*Nitrotodl N Propyl*1nine (6:>1 64 I) x x <10 N/A 1 uq/1 kg/D <10 H/A 1
""N ll~Jlll ON HI V~RSI
CONTINUED FROM THE FRONT NJ0005622
- DSN 482 C.LONG TEJ>M AV .. (> VALUE
- (~! .. ~,~,,,J~.11~* ! d NU Ut ANAi
,1 I ONt l N IUAllUN I* MA~~
1 l"!~!.. Hc~'i.t'i v..;!~!. -- 11 A"'~"A~~t lol lol * * ... '** 1*1 - .. ** Y!tl:S I
IOhO a NIOfAll**h I I .. * *** y ~** ~
1 ug/l kg/D <10 N/A 1 448. Phananlhr*n* I IBli*OHI) x x -<10 N/A 1 UQ/l kq/D <10 N/A 468. P11r*n*
11 :Hl*OO*OI
-~ 1L. <10 NIA 1 ua/l ka/D <10 N/A 1 4811. 1,2,4 - Tri-chlorobenzan4 1120-82-11 x x <10 N/A 1 ug/l kg/D <10 N/A Gc.tll FRACTION - PESTICIDES 1--"'------~-~--~-~-------+------~f------*- '--*- ----
1P. Aldrin (308*00*21 x - - - - - - - - - - - - - - - - - - - - - r--*-- --
2P. U*8HC 1319*84*81 x --- -------------*-- ---*-*** -- -
3P.IJ*8HC (3111-116 71 x ---- - - - - - - - - - - - - - - - - - - - - - - * - - - r-------- ---*------ *- -
4P.1*8HC (68 9*111 x --- ----------- -- ---------r----*- - - - - - -*---- - ---*---- I-*-----
6P. li*BHC (3111*86*81
.X 6P. Chlordane (61*14*111 1 - - - - - - - t - - - - + - - * - - t __x 7P. 4,4'-00T 160*211*31 1 - - - - - - - - t - - - - *-----
x SP. 4,4'*00E 112*H*lll x
9P. 4,4' DOD 112*64*81 x
10P. Oialdrin (60 51*11 llP. U*Endooulf*n 1115*29*71 1 - - - - - - - - t * - - - -- - * -*-X-12P. /J*Endooullan 1116*211*71 X 13P. Endooullan Su If al*
I 1031*07-lll x 14P. Endrin 112 20*81 x 1bP t:ndrm Ah.luhvde
..!!~~~~~.!. .. x 16~ I luptaLhlor 116 44 Bl EPA Form.3510*2C (Rev 2 851 x
PAGC: V*O CON fl Nill ON PAGE VII I
CONTINUED FROM PAGE V-8
- I
/p1111*l111*ro111t*c/
lJ/\,Pl/No .'Uclll 00!1*1 A1111111v.1/ c*~1u1r.:.\ 1. 1 I I tJ~1
- 1. l"OLLUTANT
~~~~::
,,,,wudublt*J lau ..
MARM .,..
,th. ... r*::-
"";:~: ':..: ..~*, ~:~t*,*.__
~------L...&..u.....- --- *-*-- ~~!..~!!~!~!!~
I l-~J'!~_! NIUAI~~~**
l.t"FLULNT
- -~-~~IMUM DA-IL~ V~-~~-(li-Mi..x111t1r
- 1,~lyugfe)V-VAL_U_E *~LO~G T~nr;~~'tf!t: VALUE--
-,.; -------w-=.-:-..-- ~a:-1 ~ ... ~~-- lol
- *-*----a . - .. ------
l "hl NIN*lo .. h Id-*->
.. NU Of ANAL Y~I ~
d 4 IJNI I*,
( ONl l N I HA110N
- I
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I l)N(,
/l:.V~*f,.,.t.._.,l II UM V~t.~~---*
j,I MAO 11 NO Ot AN Al Y~l:.!io OCIM& FRACTION - PESTICIDES lconllnueclJ 1 7P. H*ptachlor E.po1111ld*
(1024*67*31 x 18P. PCB-1242 1634811*21-lll x 111P. PCB*1264 (110ll7-611*11 x -----. 1 - - - -
2CIP. PCB-1221 (11104*28*21
~----
x 21P. PCB*1232 111141 -16*61
- Z:ZP. PCB* 13"8 1121172-:Zll-61 L.
231'. PCB-1260 111011e-a2-e1 x 24P. PCB-1016 112614-11-21 x 26P. Tox.-hene (8001-36-21 x
PAGE V-9 EPA Form 3i10-2C (Rev. 4-841
- Indicates compound found in blank.
'PA f "' l~ 1 () Jr IU1*v ') Afi\
Salem Generating Station NJPDES Permit NJ0005622 APPLICATION FORM 2c-v EXPLANATIONS - DSN 482 This outfall is one of the six (6) non-contact cooling water outfalls and is primarily Delaware River Estuary water. Analytical results from each outfall are a composite of the six outfalls with the exception of temperature, flow, and total residual chlorine for which routine independent analyses are performed.
PART A The intake analyses are based on Delaware River Estuary samples taken in accordance with the application protocol. Although the intake and effluent values are similar, the previously established sample acquisition variability is evident.
PART B and PART c Total residual chlorine was analyzed due to the addition of sodium hypochlorite as a biofouling control agent in the service water system . Other parameters marked as "believed present" are so
- indicated due to their presence in the intake water and current or historical analytical data was provided to demonstrate the presence of these parameters in the intake .
SALEM GENERATING STATION
- DSN 482 NJPDES PERMIT NJ0005622 RENEWAL NON-CONTACT COOLING WATER.
PERMIT
SUMMARY
TABLE SHEET 1OF1 PARAMETER EXISTING PERMIT FILES swas DRBC PERMIT RECOMMENDATIONS NOTES LIMIT FREQUENCY TYPE LIMIT FREQUENCY TYPE Flow 389.22 Avg. N/A N/A (MGD) NIA Calculated NIA 532.80 Max. NIA Calculated N/A 5 Temperature Deg. F (Deg. C) NIA Continuous N/A (15.28) Avg. N/A N/A N/A Continuous N/A 2,6 Influent (29. 70) Max.
Temperature Deg. F (Deg. C) 115 (46.1) Continuous N/A (24.09) Avg. Max Max 115 (46.1) Continuous N/A 1,2,7 Effluent (40.70) Max. 86(30) 115 (46."1) Daily Max.
Temperature Ditterence 27.5 (15.3) Calculated N/A (8.63) Avg. N/A N/A 27.5 (15.3) Calculated N/A 2,8 Deg. F (Deg. C) (20.20) Max. Daily Max.
Heat, Facility (MBTU/HR) 30,600 Calculated NIA 12331.72 Avg. N/A NIA 30,600 Calculated N/A 2,9 19476.72 Max. Daily Max.
Chlorine-Total 0.3Monthly Residual (SWS) 0.3(AVG.) 3X/Week Grab 0.01 Avg. N/A NIA (Avg.) 3X/Week Grab 3,10 (mg/I) 0.5(MAX.) 1.81 Max. 0.5 Daily (Max.)
Chlorine-Total Residual (CWS) 0.2(MAX.) 3X/Week Grab 0.00 Avg. NIA NIA 0.2 Daily 3X/Week Grab 3,10 (mg/I) 0.05 Max. (Max.)
. 6Daily pH(S.U.) 6(Min.) Weekly Grab 6.1 Min. N/A N/A (Min.) Weekly Grab 4,11 9(Max.) 8.4 Max. 9Daily (Max.)
Salem Generating Station DSN 483 NJPDES Permit NJ0005622 Non-Contact Cooling Water This section contains only the EPA 2C-V Forms and the Permit Summary Table for this outfall. Explanations of notes, discussions of the waste stream, and further comments are combined and included as Tab 2C-V, DSN 481 - 486 .
EPA 1.0 NUMBt:H fl"UI fruUI lt.-m I oil 1-'1.,111 j,,
.... PLEASE PRINT OR TYPE IN HIE UNSllAD[D AliEAS ONLY. You may "'I""' somt: 01 all ol I , .,,,, ~11 *1 *1,, *,.,I w-*I lhis information on separal" shet!IS {uit: 1/11: $;1111e form.JI) u1s11,ad of complt!llll!J lht!sc f.ld!JCS.
SEE INSTRUCTIONS. .
I '1 IA-Ill N11 .'01 i 1 IU~J
"'g; 1)\Jl f LL NII V. INTAKE ANO EFFLUENT CHARACTERISTICS {conrmued from pa!Jfl 3 of Form 2*C) 0 483 m PART A* You must provide the result5 of at least one analysis fur every pullutdnt i11 1l11s tahle. Crnnplet" '"~-~l1lc_1._., ~~c.!.!_.'._'.l__l_l_f_~ll- _s~~: 111~1~~1.1111m lw Jdd1111111.1I deiJ1b
"' 2.EFFLUEl'l.T 3 UNITS 4 INIAKL.1-*/*/"""'
t - - - - - - - - -.......---n;:-a;;a;;;-;;==-...-..=:;-;:=;-;-;~Yr-n1'N;7-"'l'S'1Sl~a.J {:.1**..-1/ \ If l1lo11k I
- .:.t.f:feY VALUE d NO. Ot .1 I (INt~ l l UM
'--=-~.,.---.,.-.,-~~ll.lll...;'Ut,14)lal:a!..-~~~~......illi1L!.!l!.!!!~-~*~*~l~M~A~*~*--l-£C~O~NC£.!_ON~l~~*H~A~*~*~ON~--l~*~*~M~A~*~*--1~-NA_L_vs~s 4
TCHOANT~~~-
If MASS ..,,.......... .
.All.LliAl.i lol..6..1...U.L b NO ANAL'V5~S Ot"
____J _____ *--- mg/l___ -~!J./D__ 2.4 3529 1 1 mg/1 kg/D 47 691~2-~- -- 1 1 ____ !!!9/'_1- ~g/~ _ 2.6 3823 1 1 mg/1 kg/D 60 88241 1
- - - - - - i t - - - - - - - - + - - - - - - t - - - - - - - - - - - - - - - - - - - - - - * *- - .
1 308 VALUE VALUE
. -----mg/~---- !~~D 0.21 VAi Ul 1
N/A Cont. N/A MGD Cont.
VALUE VALUE VALUE 388.56 ______ .__._ **- ----------*
VAi lJI 367.86
- g. Temperetur*
(winfrrJ 36.50 N/A 18.79 Cont. vc 9.60 Cont.
VALUE VALUE VALUE
- VA.I IJl
- h. T*mpere1ur*
(... mmerJ 39.10 N/A 33.69 Cont. "C 25.56 Cont.
MINIMUM MAXIMUM MINIMUM MAXIMUM I.pH 6.10 8.60 N/A N/A 260 STANDARD UNITS PART I
- Mart ..x** 1n column 2-a for each pollutant you k . - or have rNIOl'l lo believe i* preHnl. Mark "X .. in column 2-b for each pollu11m1 you belteve to be absen1 If you mark column 2a for any pollutant which ia limited either directly. or indirectlybul .....-ly. in an effluent limitation*guideline. you mu*r provide the rnulls of at leallt one analysis for that p<.llulant For olher pollutants for which you mark column 2a. you muat provide quantitative data or an eiq>lenation of their preHnce in your diKharge. Complete one table for each outfall. See the ms1ruc11ons lor add1t1onal details and requ11em1m1i;
- t. POLLUT- 2. MARK 'X' 3. EFFLUENT 4. UNITS 5 INTAKE (1''""'J ANT AND w:.,:,9,.g,:v VALUE c.LONG THf..~afta'£J!'f" VALUE 1lNO 0 a l.ONG TERM ..,,.
CAllNO.
J hi MAaa ** , MA** '
CON(.t.N'IHAl'ION l.11 MA~~
ANAL-YSES d
LONC:l:.N
~ATION h MA~~
- hi I AVt.llALE. VALUt:
-r;,--
Ntl*A ll*IN Id MA:.,_,
l.N .....
AN Al Vbt.~
- a. Bromide ll4969-157 91 x ------ --------
I>. Chlorine,
<0.01 4841 mg/1 kg/D <0.05 i.
Tolel R*aiduel x 0.54 794 14.71 I N/A
- c. Color x CLPT N/A 20 N/A 1
- d. fecal MPN Cullforn1 x 100 ml N/A 488 N/A 6 t- luurid., 6 B
mg/1 kg/D 0.14 116984 48 81 x 206 I. Nitr*te-mg/1 kg/D 5.12 7530 105 Nitrite lo* NJ x
PA<~L V I El-'A Form 3510 2C tRev 2-851 CON rlNUl ON RI: VERSI:
- ITEM VB CONTINUED FROM FRONT NJ0005622 DSN 483
- a. MARK *x* 4. UNI I'=> ~ INTAK£ (*'J'llOl1&d)
I. POLLUT- -- -* -- - . - -* . -- -- ----*- - -
ANT AND A :!-l '1:~Nc..!i vit~Jt.
CA8NO. d CONCl:.N lHATION
,""' .1:.1.~-A~'" 1-1 MA-.~
I NO Ut
':..~:~
11.1111troeen.
TollllOrgenic
(*NI x mg/l kg/D 0.845 1193 6
- - - * - - - - - - - * - -------+------+----------- ----*-* - - *-. -- --- --- - - - - - + - - - - - + - - - - - - - + - - - - - - + - - - - I h.OllMd Or-x mg/l kg/D <0.85 N/A
- - - - - - t - - - - - - - - - - - - - - - - * - ----.
I. Pholllhoru1 t* r1, To111 17723*14-0I x mg/l kg/D 0.27 381. 45
...,.,,.---'ji--------t------~------t------- --**** +-----t-----+-------+-------+-----1
- j. RedlOKllvlty
.....-If-------+-------+------+---*----- *----~-----+-----+------+------+--~
IUAlp ....
Total X pci/l N/A l. 3 N/A 48 1------lf---+---+-----+-----+-----+------+-------,f------------ -**-----------Ir-----+------+------+---
121*-.
Total x pci/l N/A 43 N/A 48 131 Redluon, To...
x pci/J N/A 15.5 N/A 48 141 Rldlum 2H.Tollll X pci/l N/A 15.5 N/A 48
~k-.-.-u~,"'~ .----4-=--t---+------+-------+------t-------,r-------l*-------*---
. --------t--'--'"----+---'-----+-------+-__;----+-~--.1
,.. 110,,
- .-*;;...;.*1~11-.a...1 1 L - t - - X - + - - + - - - - - - + - - - - - t - - - - - t - - - - - t - - - - - i t - - - - - --**- -* __ -*--t-111¥-mn1'-11.__--1_k~n11>.1.lfi.w...-+..i.fi~fin'----+-N11.lfu'A:1......_ _+-...i.l_-1
._.1....,1..
LSuHlde x
~-r----;----+------1-------l---._.j x
1-~-~~--4---t---+------+-------+------t------~r-------i------* >-------T-----t-----+------+------1----1 x <0.01 N/A mg/J kd/D 0.02 N/A 2 Total 17419-llCMll x 1-:::-.;..:;m;o--t--t---t------r-------r-*--* ****-->----------+--------+------*-. - ----;-----r----T------+-------,f-----1 to:i'_..,
IJU0->>31 x T....
11.-.42*1 x 0.24 351.02 mg/1 kg/D 0.38 536.86 t-:-~~.........
ICl:~--t--+---t-----r------t-----t--------t------t----~-----~r-----t-----;------+-----1-----1 Total 11U0-**41 x
- a. lroR, Total (143948-01 t"t:t.liiiiiiiiiiMi"~-~r----r----
x - - t - - - - - - t - - - - - - - * - - - - - -------+--------+-----
mg/l
~---*
kg/D 2.68 3786.27 Total
..*;..,1<'>4311.,. . .,.e,. .11:-.4. ;. 1_t--'-'x'+----+-----+-----r-----+~-----t------+------+---+--m-=g'-/_l__ -+_kg~~---
2.66 3758.02 u.1111.,......m, ------ -- ---
Total 114311-118* 71
-~--------~---1-----*---*-*--------
x - - - - - - * - - - - - - -*---*-- --*-*----*** -- -
v.M-.
T1°..';~.a6-61 x ---**--*- ----
- w. Tin. To111 (7440-Jl-lil x
---~----- *-*-**
- k. Tlllnlum, Total 11<<0 J2 til x EPA Form 3510 2C (Hav 2 851 PAGE. V l CliN 1 INlll llN l'Alit V J
- CONTINUED FROM PAGE J Of- FORM 2 C NJ0005622
- , DSN 483
,,.,,,,.,,.,., .... ,.,/
llA111 IV1*
"11~1*1vi.,1l 1 ,
~'UOtl vo~~I 1,uc*:. r~ .II IJ!J PART C - II you *re apumary 111dus1ry and 1h1s ou1fallcon1a1nsprocass was1ewa1er. reler lo Table 2c-2in1he 1ns1ruc11ons 1ode1urm1ne whu:h ol 111" GC1MS h;u '""" v*"' muM ,.,,1 tor Ma1k "'X" mculumn 2** for all such GC1 MS hac11ons 1h*I apply 10 your mduslry and lor All 1ox1c metals, cyanides. anti 101al phenols II you are no1requ1rnd10 mark Lol1111111 1 .i (>1:<"1111d.. 1v 111dustr11n. no11process w*1111wa111roull*lls. *ndnonraqu1redGC/MS lr11c11onsJ. mark "X" 111 column 2-bfor each pollu1an1 you know or have reason 1obelrt1vt1 "' presoml M<1rk X 111 column 2 c lur each pollulalll you believe Hi abaenl If you mark column 2* for any pollu1an1. you musl prov1tle 1he rasulls of al laas1 one analvsrs lor lhal pollu1ant II you mark column :.lh IU1 '"'V 1wll111 .. n1 yuu 111us1 prov1d111h11 r11sul1s ol e1 leaa1one1tn*lys1s for 1he1 pollulanl if you know or have reason 10 behave II will be discharged 111 concenuallons of 10 ppb or urealt!r II you mark"""'"'" 2h 1..1 <1L1 ul*"* acrylor11111le. 2.4 dinilrophanol. or 2-melhyl*4. 6 dinilrophenol. you mull provide Iha resulls of al leasl one analysis for each of lhese pollulanls wluch yuu know 01 h;ov" *t:d>un 1u """""" lhdl you discharge m be discharged Note .that there ua 7 '° C011C*nl11t11ona ul IOOppbor gr . .IBf. Olherwr**. for pollu1an1s for which you mark column 2b, you must ellher subm11 al leas1 one analysis ur l111t!lly desu olu* lht! rt:asuns lhu pullu1.tnl 1s e*pecled lo lhia part; pleeaa review each carefully. Complele one 1abla (a/17 pages} for each ou1tall See msuuu1uns lur ddthllunal de1a1f5 and requ11eman11 I. POLLUTANT z MARK... .... ]. EFFLUENT 4 UNI rs 5. INTAKE /flpll<HIOIJ
~~~~::
(ii ouodo"'*I
- ~:.~* ';t***=.~* c. **-
Q~!!' .... , ~~t-:
CONC ... ~1--~
VALUK
- b. MAX1'1ff':.!8ai.r::" VALUI!
COHCllL*J ...... o... *... MA**
c.LO~G YJJ:.:.&.'f,Cf* VALUE tJ.-,;.~~~::;:-
CONCa!~*.. AHUH l*t ....... "v~:~. 1 RATION ** MA~~
":; . 'a~'J.~ tf..
- ~::.::~:**
'!M..
l*I .....
b NO.er
~~=~-
METALS, CYANIDE, AND TOTAL PHENOLS -.
-- ---- - --1--*-*---f---~
1M. Antimony, To**l 11440*36*01 x x <0.005 N/A mg/1 kg/0 <0.005 N/A
~--* -- -- --- *~
2M. Ar*nic, Totel 11440*311 21 x x <0.002 N/A mg/1 kg/0 <0.002 N/A
--*-.i.------- --* ----------- --- 1----- ----- --*--*
- S...B.. ylllum, Tolel, 1440*41*11 x x <0.0002 N/A 1 mg/1 l<g/0 <0.0002 N/A 4M.Cadmlum, Tol*l 17440*43 91 x x <0.002 N/A mg/1 kg/0 <0.002 N/A 6M. Chromium, Total 11440*47*31 x x <0.002 N/A mg/I kg/0 ().002 N/A ')
x .IC. . o_,QQ'L_ ~,85 *--*-* mg/1 kg/0 0.005 7.06 JM.UM,J....
<0.002 N/A 1 mg/1 kg/0 0.002 2.83
,,. .12.11 x x OM. Marcury, Tolel 114311-111*81 x x <0.0002 N/A mg/1 kg/0 <0.0002 N/A 9M. Nlcllel. Total 11440-02-01 x <0.01 N/A mg/1 kg/D <0.01 N/A 10M. S*lenlum.
Tolal f71B2*411 21 X x <0.002 ,. _________
N/A mg/1 kg/0 <0.002 N/A 11M. Silver *.Torel.
t7440*22*41 x x <0.002 N/A mg/1 kg/D <0.002 N/A UM. Th*lllum.
TOl*I 17440*28 OJ x _x. <0.002 N/A mg/1 kg/0 <0.002 N/A 13M Zinc. Tot*I 17440 66*61 x x.. <0.02 N/A mg/1 kg/0 . 0.025 N/A 2 l4M Cv*n*d*,
ID*** Hi1 12 61 x x <0.005 N/IL. mg/1 kg/O <0.005 NIA 16M Phenol1, TDl*I x x <0.005 N/A m11/l k11/0 0.014 :N/A 2
- 1 1* X rDESC.HreE R£5UL TS - - - * - *-- - - -----
f PA*f-mm 3510 2C IR"" 2 851 PAC.I V I CON llNlll CIN 111 VI H:.t
- CONTINUED FROM THE FRONT NJ0005622
- DSN 483 1 V. Acroleln 1107-02-81 x x <5 N/A 1 ug/l kg/[\ <5 N/A 1
... -*** - .. - *- ~---1-----+-------ll------1-----+-----t 2V. Acrylonltrll*
1101-13*11 x x <5 N/A 1 ug/l kg/D <5 N/A 1 3V. Benzene 171*43*21 x x <5 N/A 1 ug/l. kg/D <5 N/A 1
--*--*-"---1-----*--*--
4V. Bl* (Chiaro*
ug/l ND N/A 1 methyl) Ether ND N/A 1 kq/D 1642*88*11 x -~X~_..________,'--*------~-- - ------~-----***----- ------------ - -*--- -- ---* ~---1------1-------l-----i------I---__..
llV. Bromoform
<5 N/A 1 ug/l kg/D <5 N/A 1 176*211-21 x l(
av. C*rbon T*trec:hlorld*
166-23*61 x__ -x- <5 N/A **--- --------- -
1 ug/l kg/D <5 N/A 1 JV. ChlOrobenzmn*
1108*110.71 kq/D <5 N/A 1
- - - - - - l(_ _l__ ---~5 __________N/IL_ __ 1 UQ/]
av. Chlorodl*
bromomothen*
..-.11_2_4_*4B_*1"'""1----+ __ _x__ ____ _ .x.. - - _(5_ - -*- NJ.A ____ _ 1 uo/l ko/D <5 N/A llV. Chloroethane 176-00.31 x x <IO N/A 1 ug/l kg/D <10 N/A 1
. - *- ---**-**-t----+----t------1-------1-----1----J 10V. 2-Chloro-
- j'-;-~_t_1v_1_';_l...:.1l_e_1h_*_*_1---_X___.. __~ __X_.____<_I_O_ _ ~---~-A____ *------- --* .. ---------- ---**-* -*-**
1 ug/l kg/D <10 N/A 1 11 v. Chloroform l*HMl-31 X X <5 N/A 1 ug/l kg/D <5 N/A
1------1----1--* ----**---- ~--- **----- -- - *-*-*-*-- *-- -- -*---- ~ -*-- --
12V. Olchloro*
bfomomothen* X X 1 ug/l kg/D <5 N/A
._l,__7""-11-"-2~7-...;4;.;._l_ _ _. J - _ * -
13V. Dlchloro*
~--****- **- -~I~ -*-- - *--*-- ---- -
dltluorom*th*n* X X 176*7Hll ___(lQ_____ -- ___ _NL.A. 1 ug/l kg/D <10 N/A 14V. 1, 1-Dlchloro*
ethane 1711*34-31 x x -~!~---- *-------* ---- -'* -* 1 ug/l kg/D <5 N/A *l 111V. 1,2-Dlchloro-eth-1107-08-21 v
__x___ *-- -~§_ - - -- ---- ~LB_ 1 ug/l kg/D <5 N/A
+--'L-16V. 1, l*Oichloro*
e1hylen* (16*36-41 X v N /4 ~--*----+~l....._-t-'11<.11n,,,_l.....l_-+~k.ll.aw/,D~--1i--:::<c:::5_ _-+-__!!N~/::.:.A_-l-~-J 17V. 1,2-oi~hloro*
propan* 178-87*61 X v (5 N/A 1 ug/l kg/D <5 N/A
1---=---+---+-;r-1--------4----'---4------- - - - - - - * - - - - - - - ----- *--
lBV. 1.l*OIChloro*
propylene lli42* 11i-8J X X 1 kq/0 <5 N/A
+--+--*+--+---'-<5=--_ _,____l!LA~--+-------'-----------*- *-*** ___ _ _ . UQ/l 19V. E thylbt1nzone x 1 ug/l kg/D <5 N/A 1--'1_0_0_-4_1_4_1_ _--+-------<1-- -+-...._x_._ _____ 5_~--- ___N!~----- ~--*-***-*-
20V. M*Hhyl Bromi<lu I 74 BJ-9) X x <10 N/A 1 ug/l kg/D <10 N/A
~------- ~---*
21V. Mul11yl x <IO N/A 1 ug/l kg/D <10 N/A Chlurtd* (74*87 31 x f:PA form 3ti10 2C IR.,v 2 H5) l"<lN I INIH ON PAGF V 6
CONTINUED FROM PAGf V-4 I IL ... A 1 u N
NUMBl H 11- -~.,,
1, u/1\' /1wu Jfrm I of 1-*,;,*n~ -;,IOl..11 FALL NUMBE.H nc-*1 AO'l I I ,,, 111 -11 *1*11,,' ,J tJA111 rv .* .'I'( 011!,*1 App1.,~.1l 1*11.p11t*-. I.' II H!1 I. POLLUTANT .1 MANK "K' 4. UNITS 5 INTAKE {ut*t101111I) d I (INI* ILHM 11 NO Ot-I* MA~~
11,._L..U~<..t V.Ll.b.!J!...._ A.NA.I lol ....... ~ Id.,.,.... Y~lt.~*
22V. M*thyl*ne Chlorld* ( 71i*09 2 I x x <5* N/A ug/l kg/D <5* N/A 1 23V. 1. l.2,2*T*lr**
~~~o;:~~*n* X x <5 N/A 1 ug/l kg/D <5 N/A 24V. Tetr..:hloro*
ethyl*n* 1127*18*41 X x <5 N/A 1 ug/l kg/D <5 N/A 21iV. Toluene (108 88*31 x x <5 N/A 1 ug/l kg/D <5 N/A 2ev. 1.:Z*Tren**
Olchloroelhylene Cllili*60*1il x x <5 N/A 1 ug/l kg/D <5 N/A 1 27V. 1,1.l*Trl*
chloroeth*n*
C11*1ili*lil x x <5 N__/A 1 ug/l kg/D <5 N/A 1 28V. l,1,2-T~-1----.
chloroelhen*
x x <5 N/A 1 ug/l kg/D <5 N/A 1 (711*00-lil 29V. Trlchloro-
- hvl*ne 179-01 *61 x x <5 N/A ug/l kg/D <5 N/A 30V. Trlchloro*
fluorometh*n*
(111-611-41 x x <5 N/A 1 ug/l kg/D <5 N/A 1 31V. Vlnyl Chlorlde 171i-01-41 x x <10 N/A 1 ug/l kg/D <10 N/A 1
~-FRACTION - ACID COMPOUNDS 1 A. 2*Chloropheno 1111167*81 x x <10 N/A 1 ug/l kg/D <10 N/A 2A. 2.4*Dlchloro*
phenol C120-83 21 t---------+--- - -
x x <10 N/A 1 ug/l kg/D <10 N/A 3A. 2.4*Dlmethyl*
phenol C105*67 91 4A 4,6*Dlnitro 0 x
______ ----*-- x <10 N/A 1 ug/l kg/D <10 N/A 1
...c_._.._a* _c5_3_4_-6_2_**_1__.. __ _!__ x --~~Q______ -- !'ifB __________ ._ ------ ----- 1 ug/l kg/D <50 N/A 6A. 2.4 Dlnuoo phenol 151-28 51 x x <50. __!WL ___ _ ug/l kg/D <50 N/A 6A. 2 N1&roµhenul 188 75 51 x x <10 N/A ug/l kg/D <10 N/A 1 A 4 NiUOtlhtmol (10002 71 x x <50 - N/A ug/l kg/D <50 N/A HA P Clllu1u M Crt!:i.ol (~~!JO 1 J x x <10 N/A 1 ug/l kg/D <10 N/A
!jA ~*~11ldt.hlU1<J plu:nol tH/ lJ6 !ii x x <50 N/A ., ug/l kg/D <50 N/A I OJ\ f'lu:11ul I 1UU ~~> :l) x x <10 N/A ug/l kg/D j <10 N/A 111\ l.4.tj I 11 I
- 1.i.uuplu.:11111 x <10 N/A 1 ug/l kg,'D I <10 N/A 11111 Oh .!I x
CONTINUED FROM THE FHONT I. POLLUTANT ANDCAS NUMBER
- ]"
1
- fu::*t MANK C. *
- MAXIMUM DAILY VALUE
~-
NJ0005622 J EFFLUENT
- DSN 483
------~-------------------
t> MA)(..,_,,~,:Rai:t':y VALUE C.LONG Tf.ra~at?e1'1.l:f VALUE ,, NU Of" 4 UNll 5
'li IN TAKE ("l"'"""'I
- LONf* IEAM h NO OP I I bl ':.f. *::.* I I l --- f.----i I ----~- ---- --...----.---- - ANAL
- 1 ~'!~~~: 11 MASS l~V~~\I~ V~kJLI.. ___ ANAL 1
1
, * .,...... rJ 11
~!..."' ~ ~* ':.2~ ....: * ._,.~-~~~:.-- l.OHC.*N 1H~!*~!'! --~~~~.. !...!!!!~~!!!..!.!~!! -- **~:--__:_,,,_* _ _ ~~~~- - - - - - - --*------*-- *!~~~~~~=- ~ ..... _vse.~-
OC.IMS FRACTION - BASE/NEUTRAL COMPOUNDS
-~--- -----*-- ---*~ ------.
- 18. Ac*n11Phlhen*
(8J-J2 91 x x <IO N/A ug/1 kg/D <IO N/A x <IO N/A ug/1 kg/d <10 N/A
- 38. Anthrec*n*
(120-12-71 x x <10 ~/~ ug/1 kg/D <IO N/A
- 48. een*ldlne 1112-87-61 x x _s._80___ ~-JU.A ______ -- ------- _l!g/L -~g/D - - <80 N/A ------
118. Ben*o (al
~-;.~;~T
...,:;,,;:,,,;=-=----*-- x - - --*- x -----*--------*--
<10 N/A f.-- - - - - . - - - - - - - .
J_ ug/1 kg/D .<.10 . N/~ ___ ! __
GB. 11en*o (*I Pyr- (110-32-81 x x <IO ug/1 kg/D <10 N/A
-~- ..... -- . - --- --- -----.
711. 3,4-8en*o-ftuCM'enthene l2Clli*IHl-21 x x <10 N/A 1 ug/1 kg/D <10 N/A 1111. 9enzo t*llll Pery-(1111-24-2) x x <10 N/A__ ug/1 *. kg/D <10 N/A 118. 8en*o t*I Fluoranlhene (207***11) x x <10 N/A ug/1 kg/D <IO N/A --
IOB. Bl* (1-Chlor~
- lh011'!'I Methane 1111-111* 11 11a. a1.-,1--c-,.-,o---*-
x x <IO -~/A l_. ug/1 kg/D <IO N/A ---- --
- lh11ll Eth<<
1111-44-4) __! __ __x_ <10 -----~LA ____________ _ ~g(1 __ kg/D <10 N/A ID llalJ*"*--
...... EtlwllOZ-*11 x x <10 N/A 1. kg/D <10 N/A 1 1311. ei. t1-ll'11tyl-
. ug/J. . -----------
"**11ll Phthalate x x <10*
1117-411-71 N/A ugll kg/D _qo* -~/A .-
1411. 4-8r--
phenyl Pllanyl x x <10 1 ug/1 kg/D <10 N/A
~'~-
E - 1101-1111-31 1118. Butyl ll*n*yl Phthela.. ln-M*J X x <10 N/A ug/1 kg/D <IO N/A UIB. :1-cllloro-
._hthelena 1111-118- J) x--f---f-x--f__(,_.Jo_____NJL ___ ~ _ 1 ug/1 kg/D <IO N/A 118. 4-ChlorD-pllanyl Phenyl Ether l700ll-72*31
~"-'------------'--+-
x ---+---+-
x <JO N/A
1. ug/1 kg/D <IO N/A 188. Chry*n*
(2111-01 91 x x <IO N/A
-- -- - -------* -.. -*-- ---------- 1 ug/L kg/D <IO N/A 198. Olben*o (a,hl An1hrac*n* X x N/A ug/1 kg/D <10 N/A (63 10 JI <.10 __ 1 ------
208 I ,2 Dichloro b*nHn* (96 60 11 X x <IO NIA l ug/1 kg/D <lQ N(~ _J 210. l,J Olchloro htm.rane (641 73 1 X x <10* N/A ug/1 kg/D <10 N/A EPA Form 3510 2C (Rev 2 851 PAGE V-6 CONTINUE ON PAGE V 1
- CONTINUED FROM PAGE V-6
- I Jo1111A11111111n*1I OIUll No .1000 11u~~
App11111,,/,~'I".\ I f _,I ti!>
~ IN(AK~ (**1*t*jm"IJ
- & ONl* ILHM
- --------h NO OP
~W'!.!f~~~ V~!..~-'-- ANAL C*~~;*~~~;~N l*I ~~~~-'- -~~~~
N/A. 1 ug/J :0.g/i} <10 N/A _J 238. 3,3'*Dlchloro
-zldlne 191-114*11 x x . -~zo____ ~-ttLA ... 1 u9/l kg/D <20 N/A 1 248. Diethyl Phthelete a....::1111:..4-:..M:..:...:*2:.:.l_ _--J~_:X:... *--*--'-~-- <10 N/A 1 ug/l kg/D <10 N/A 1 2118. Dimethyl Phthelate X X a....:.11.;..;3:..1:..-1:..1:...3;;.1_ _~_ +----+---1---<_l_O_ _~_N__/_A________ _ 1 __11~D. k9/D <10 -~/A_ ---1-------- 1
- tea. Dl*N*Butvl Phth*leta 184-74*21 x x <IO N/A 1 ug/1 kg/D <10 N/A 1
.....-------1---+---.i---1--------1-------* .---- - --- -- ---
278. 2,4-Dlnttro*
totu-* 1121*14-21 X x <IO N/A 1 ug/1 kg/D <10 N/A 1 288. 2,6-Dtnttro*
1otu-* 11111111*20*21 X x <10 N/A 1 _ug/l kg/D <10 N/A 288. Di*N*Octyl Phthelete
._.1~11'-7_-8;:_4_*0-"I'------'--*- __ -*
X x <IO *- N/A: 1 ug/1 kg/D <10 N/A 1 308. 1,2*Dlphenyl*
hydrulne ,,.. A*o*
i..n.. neJ 1122*86-7 x x ..<10 - NJA __ _ 1 ug/1 kg/D <10 N/A .L--
318. Fluorenthene 1208-44-01
.....328.
+----+-*-- x x <10 N/A 1 ug/1 kg/~ <10 N/A 1 Fluorene 1*&*13-11
....__ ______.__,_X,'- ___ ._!_ ...<!9-.. _____ _JY!\ ____ _ .1 \!911 kg/D .... ~/~ -
m ..............._. *
~1111-1*-1* _ --L- x_ -~10 *--- __ _.H/L .1 ug/1 kg/D . <10.. N/A._ --L--
348. H . .a-chlorobutlldlane llllHlll*31 x x <10 N/A ---*
1 ug/1 kg/D <10 N/A 1 3ti8. H. . achloro*
cyc'-tlldtena 117*47*41 x x <IO __ N.IJ\~-----. 1 ug/l ~g/D <19 N/A_ .J 31118. H**achloro*
e!h- 187*12*11 X X N /ft 1 ug/l kg/D <10 N/A 1
&-------+-..:.:....-+--~-"=--+-(.L n ____.__..~--*
11u..... _ _ __ _
378. lndeno 0.2,J*cdJ Pvr*n*
11113-39*111 x x <10 *---+-~[A_____ -- ug/1 kg/D <10 . N/A .. l._
388. leophorone 178-611*11
..__ _ _ ___,.~X~-'"---~!- _ <_l_Q _____ . !'UA _____ _ l. ug/l kg/D <10 N/A 3118. Naphthel*n*
191*20*31 <10 N/A 1 ug/l kg/D <10 N/A
>-------*- .X x 408 Nt1roben~en*
198*95*3) <10 N/A 1 ug/1 kg/D <10 N/A 418. N-NiuQ.
x x sodin1e1hylemin11 162 75111 x x <10 N/A ug/1 kg/D <10 N/A 428. N Nitrooodl N Propylaminu x x <10 N/A 1 uq/1 kg/D <10 N./A (611 64 II
- *1IN1INI11 I IN HI VERSI
CONTINUED FROM THE FRONT NJ0005622
- DSN 483
- a. MAHK *x* l l:H LULNl 4 lJNI I "1 ~ IN 1 Aki .. l*'~'!"'"'J c:LCiNG Tf:i>M AVR\>. VALUE
... d NO 01 ,1 I tlNI. I I UM l1 NO O*
_ (~f*~,,~,i~ul}l!'J __ ___ ANAi ** l IJN' IN I!'/.~!! ~C.,1l y ~L~!:. *-*- AN Al 11 MA~~
IUAJIUN I I ... ** .y ~.t .,, I ol
- 1. J ,.. "'*~ 'W' ~t S 1 ug/1 kg/D <10 N/A 448. Phen*nthr*n*
186-0HU x x <10 N/A
- ---------+--'------!
1 UQ/l <10 N/A 1 468. P11r*n*
~*~1:n=--OO-=-=-*O~I,_...,,~-~ -~- }(__ <10 N/A 1 ua/1 ka/D N/A 1 488. 1,2,4 - Trl-X chlOrobmnanm 11120-82-11 x <10 N/A 1 ug/l kg/D <10 N/A 1 GCMI FRACTION - PESTICIDES 1-....;...-----~-~--~-~-------lf-------t---~----*-*--
IP. Aldrin 1308-00-21 x 2P. U*BHC 13111-84*81 x **------------- ------- ---- --****--** -**
3P.l)-BHC 13111-8611 x 4P.1*8HC lli8 9-111 x f.----------- - ---------
~--* -*---- ---- ******---- *- -*-*-
6P. li*BHC 13111*88*81 1--------+--- I----*-* x_ ----- ------------ ~ .-
6P. Chlord*n*
161-14*111 t-------+---+-----L-1 JP. 4,4'-00T l&0-29-31 1--------+-*-**- ---
x I--*---- * - - - - - - - -------- - -- -** ---- .
BP. 4,4'-00E 112-H-lll 1--------+---** ----- ---*--* -
x llP. 4.4' 000 172-64-81 x
IOP. Olaldrln 160 61-11 1 - - - - - - - - t - - - - - - - --**
___x_
llP. U-Endooulf*n II lli-29-71 1--------+*-- -- -** --X--
12P. /J*Endooull*n 1116-211-71 x 13P. Endooull*n Sult***
(1031-07-81 x 14P. Endrin 112 2081 1---- -----.
x 15P Endrin Allh,l1yde (1421 93 4) x I
I 16P. tiupt*c.hlor (16 44 81 x EPA form 3510-2C (Rev 2-861 PAGC: V-8 CUN fl Nill ON PAGC VII
CONTINUED FROM PAGE V-8
- I 4 llNI I
/ 11//jj ~l1'/'l1H1r*1/
(1/\.111 N11
- 1 0Ull tJO!i 1-1111*101v,f/ 1*11.1111r.:\ I) 4 II tJt1 INl AK£. l*'J*"*iJI}
(.a
- I I CJN(. II tfM 11 NO ()t d ( 0Nl IN ~V~ll!"'t!Vl V~b!.lfL __ ANAl IHAllON
'""It ... --**-*--* !*!.:~*,*::.::* Cd ...... ~ Y~l.!t l
IHAll"h 11P. Heptachlor Epo1dde 11024-67*31 x IBP. PC8*1242 1634611-21-111 x 111P. PCB-1264 111087-611* 11 x -------
20P. PCB-1221 111104-28-21 x
r-* --!-------+---**- ---- ... -,-* *-*---- --*---
21P. PC8*1232 111141-16-61 x -- -
22P. PCB-1248 112872-211-81
...L. ***-------
23P. PCB-1260 1110119-82-61 x 24P. PCB-1016 112814-11-21 x 211iP. To,..phene 18001-311-21 x
PAGE V-9 EPA Fonn 31i10-2C !Rev. 4-841
- Indicates compound found in blank~
Salem Generatinq Station
- NJPDES Permit NJ0005622 APPLICATION FORM 2C-V EXPLANATIONS j DSN 483 This outfall is one of the six (6) non-contact cooling water outfalls and is primarily Delaware River Estuary water. Analytical results from each outfall are a composite of the six outfalls with the exception of temperature, flow, and total residual chlorine for which routine independent analyses are performed.
PART A The intake analyses are based on Delaware River Estuary samples taken in accordance with the application protocol. Although the intake and effluent values are similar, the previously established sample acquisition variability is evident.
PART B and PART c :
Total residual chlorine was analyzed due to the addition of sodium hypochlorite as a biofouling control agent in the service water system . Other parameters marked as "believed present" are so indicated due to their presence in the intake water and current or historical analytical data was provided to demonstrate the presence of these parameters in the intake .
SALEM GENERATING STATION DSN 483 NJPDES PERMIT NJ0005622 RENEWAL NON-CONTACT COOLING WATER PERMIT
SUMMARY
TABLE SHEET 1OF1 PARAMETER EXISTING PERMIT FILES swas DRBC PERMIT RECOMMENDATIONS NOTES LIMIT FREQUENCY TYPE *LIMIT FREQUENCY TYPE Flow 367.86 Avg. N/A N/A '
(MGD) NIA calculated N/A 532.80 Max. N/A Calculated N/A 5 Temperature Deg. F (Deg. C) NIA Continuous NIA (15.28) Avg. NIA N/A N/A Continuous N/A 2,6 Influent (29. 70) Max, Temperature Deg. F (Deg. C) 115(46.1) Continuous N/A (24.09) Avg. Max Max 115(46.1) Continuous N/A 1,2,7 Effluent (40. 70) Max. 86(30) 115(46.1) Daily Max.
Temperature Difference 27.5 (15.3) Calculated NIA (8.63) Avg. N/A N/A 27.5 (15.3) Calculated NIA 2,8 Deg. F (Deg. C) (20.20) Max. Daily Max.
Heat, Facility (MBTU/HR) 30,600 calculated NIA 12331.72 Avg. NIA N/A 30,600 Calculated N/A 2,9 19476.72 Max. Daily Max.
Chlorine-Total 0.3Monthly Residual (SWS) 0.3(AVG.) 3X/Week Grab 0.01 Avg. NIA NIA (Avg.) 3X/Week Grab 3,10 (mg/I) 0.5(MAX.) 0.54 Max. 0.5 Daily (Max.)
Chlorine-Total Residual (CWS) 0.2(MAX.) 3X/Week Grab 0.01 Avg. NIA N/A 0.2Daily 3X/Week Grab. 3,10 (mg/I) 0.14 Max. (Max.)
6 Daily pH (S.U.) 6(Min.) Weekly Grab 6.1 Min. NIA NIA (Min.) Weekly Grab 4,11 9(Max.) 8.4 Max. 9 Daily
. (Max.)
Salem Generating Station DSN 484 NJPDES Permit NJ0005622 Non-Contact Cooling Water This section contains only the EPA 2C-V Forms and the Permit Summary T~ble for this outfall. Explanations of notes, discussions of the waste stream, and further comments are combined and included as Tab 2C-V, DSN 481 - 486 .
- * ,.-.,,,,1 j,,
w
.J PLEASE PRINT OR TYPE: IN TltE UNSHADED AllEAS ONLY. You may 1t:pur1 smut:"' all ul lhis informalion on se11111a1e shee1s {use tlw >ame fum1al) 111s1ead of co111ple1111lJ lhe~" p<1ycs.
EP-Al."c)* .Ni.JMOl~U f(*u11,* (ro111 /kw I ,I/
I I "' ,,, ~11 *1 *1, .. , *.i llfltlllN 11 .'11111*11'1!1\1 I SEE INSTRUCTIONS. , I.' ii ID"' dlJl f 1.l N11 V. INTAKE AND EFFLUENT CHARACTERISTICS {co111mued from page 3 of Form 2-CJ u 484 w
3 UNITS 4 1r_, I AKL 1**~*11.*11,./1
- ,;jilioii\iii"G: VALUE t.,/ltTI/ \ I( t.louH I I. POLLUTANT c.LON (If avuilabl** J d NO Ot
..---- --- ---- l(IN.l,.
.&\ILUAl..o llUM llALlJL h NO o ..
1 k-""=',_...~-.,.--,-~~IUl.J.....;;;;.uu_4_~!_!~lli****l!.i~L!.2~-~ 1~*_1_1 ~M~A~*~*--+£C_!!.U_!!N£C~*;:L'~JH~A!!.:T!:!*_!!.O!!"-l---~I*~*..'.'."'..'."'..'...:'_~_:~~~~~ -~{~~!~~---- --~ ---~~~s__ ........ .....
,- lol*-* **-***-
, 1-*I M*
ANAL'Y$,t.S
- a. Biochemical O* vean Demand (BODJ 2.6 3708 _______ J_____ ____ mg(I____ -~9/D__ 2.4 3423 1
- b. Chemical O*vean Demand 21 29952 7036 (COD} 1 mg/1 kg/D 47 1
- c. Total Organic Carbon {TOCJ 2.4 3423 3708 1 .___!!!9/.!__ ~9/~ 2.6 1
- d. Total Suopand&d Solld1 (TBS} 40 57052 1 mg/1 kg/D 60 85578 1 l-------~f--------+--------1------'---+-------~------I------*--- **- -*** *-***-*-- - -- . ------*
- a. Ammonia (a. NJ 0.16 228 1 0.21 299
. --- mg(! . -~~f.D 1 VALUE VALUE VALUE V,AI lJl I. Flow Cont.
548 N/A 376.83 Cont. N/A MGD 361.64
_ _ _ _ _ _ _ _ _ _~+-V-A_L_U_E_ _ _~-----~rV-A--:-L-U~E=----~-------t------
- 11-.-T-am--,,..~.-t-u-r*-~rV-A_L_U_E ------*--- --------*-- VAl IJI
'"" '" 33. 60 N/A 17. 27 Cont. 8.78 Cont.
VALUE VALUE VALUE VAi IJl
- h. Tam-atur*
(... mm*rl 36.60 N/A 32.36 Cont. "C 25.21 Cont.
MINIMUM MAXIMUM I.pH 260 6.50 10.00 N/A N/A STANDARD UNITS PART8- Mn .. X.. In column 2-* for eech pollutent you k . - or h*ve raeeon lo believe ii preHnl. Merk **x .. in column 2-b for each pollutant you believe lo be absenr If you mark column 2a for any pollu1am which ia limiled either direc:ily. or indirectly but upr...ly. in en effluenllimilillionaguideline. you mua1 provide lhe reaul1s of al lea81 one analysis for 1ha11><-llu1an1 For olher pollutants tor which you mar lo.
column 2*. you mUll provide q1H1n1i1a1ive del* OI" en exple11111ion of their preHnce in your diacharge. <:omple111 one table tor each oullall. See the uisuucuons for add111onal d111a1ls and u1quir11m1tnlti I. POLLUT- Z. MARK "X' 3. EF_FLUENT 4 UNITS 5 INTAKE (1*/*ll1111tJIJ ANT AND ~ ..:,Y.. T,tfa~ca/t.,~C,f* VALUE it l ONG T*ERM CA8NO.
ttfeY VALUE c.LONG
'1-~-...,...,~~~-~l>-,-M-A-.-.~~l----.,..,-...._.=.,.-o=~l~zj_M_A_aa~-1----.,~,.....-----..-~l~,,-M-A-,,---i "v~~~-
C u'Nt. L hTH A 1'10 ...
- lNO OF d LONUN
- ~ATION *...:. *:r-c....
AVl.UA<..f.. \IALUt N -I- ..~-;:-,-
J.N ... JI" AN Al Y!at.~
- a. Bromide 124969*111*91 x
+ - - - - + - - - - - -...--------+-------~ ----*--*-----
- b. Chlorine,
<0.01 4841 mg/1 kg/D <0.05 Total R*1idual x 1.11 1583.19 14.26 I N/A 1
- c. Color x CLPT N/A 20 N/A 1 Ii. f-ucol MPN Colliorn* X 100 ml N/A 488 N/A 6 11 t luoritie 116!1844881 x mg/1 kg/D 0.14 200 6
+~-,1---+------~~----~-~---j~-----l------1---~~---t-~~-1------1---~~-r---~~~+-------jr-~~~
- f. Nitr*te-mg/1 kg/D 5.12 7303 105 Nitrlte lo* NJ x
l'A(;L V I EPA form 3510 2C (Rev 2 851 CONI INUI ON lit VEHSl:
- ITEM V-8 CONTINUED FROM FRONT NJ0005622 DSN 484 l.POLLUT* a MARK *x* l. EFFLUENT 4 UNI'" ~ IN rAKI:.- (*'}'tW11UIJ ANT AND CAS NO.
-A :}llf:~~~i 'J-..:'l'1Jt *NO u t IJ:.1*.-A*l*1-~1-.-~~~~-=--~:-
AN Al s.Nhr-.
y ~t: ~
Tot*I Or119nic
(<>>NI x mg/1 kg/D 0.845 1193 6
--- ---------~r------t------- -----*--*-- -------- -- -- -
x mg/1 kg/D <0.85 N/A
--=--.,...-------i--+---+-----+-------------
I. l'ho1Phoru1 ~---- - - - - - - ---------* *------.
(* l'J, Tolll x mg/1 kg/D 0.27 381.45 17123*14*01 1- R9dloecllvlty
......-+------+-----+-----+------------
111 Alp ....
Total x 1----------i--+---+------+------+-------t-------lr----------i-------- -------+-------11-------+------+-------+----41 pci/1 N/A l. 3 N/A 48 121*-*
Totml x pci/1 N/A 43 N/A 48 131 R9dlu.,.,
T-1 x pci/1 N/A 15.5 N/A 48 141 R9dlum 33e. Totml X
.,k~.~.~u~,.,~,--------i--'-'--+---+------+------+-------t-------1r-------- ---------- pci/1 N/A 15.5
i-~~---t-~---+------+--'----+---4 N/A 48
(*ll04J
..1...,1.e°"'oa=--l'-111""--8""11...._1-_X-+--1------+------+------+-----+-------I----- _________ *-----*+...imlllw.~'-1*1L.--.j-ll~..w..i;nl.1o'nl-..-~1.W.U.....---4_..i:1.Lt:L..
NIA _ _~...J..--I fifiO l Laulfkls x
~,...,.
,_ llUJJ C14He-40*31
.....CO"------i--+---+-----;-------------1-------1r-----------i-------r-------r------,r-----+-------+-------l--------.I x
1-~~~~-----i--+---+-----------+-------1------~r----------i------- ~----1r-----+----+-------+-------l-----.I x <0.01 N/A mg/l kd/D 0.02 N/A .2
- .A.._,
Totml 1709-llCMJI x t;;;-.;;;i;=--;--r--;------;-------i----------------t--------1---------
~;,;-
Cl'40-*a1 x
~
Total (7440-43 .. 1 x 0.24 351.02 mg/1 kg/D 0.38 536.86 1":'"11::s::::::i;---;--r--;------;-------r-------r--------+-------+-------- >----;-----t-----+------4------1----.1
~o':I' x 17440-48*41 1----------i--+---t--~---+-------+------t--------~-----~-----~-----j-----i-----t-------+-------I---~
._,,_,Tolal 17438..a.01 x mg/1 kg/D 2.68 3786.27 t..........,,,.,
Totml
....1..,1,...ae=*",..,11:-:--*~1='t-""x-+---t------+------r-----r-----t------+-----t---t-m_g=-/_1__ + kg/!!_ ___ _ * -2.66 3758.02
...Tot91
-~ ....
1-'v.M.....,_,
1..,*...311__,*118---*7_1..,.--+----+-__x__ --------* - - - - - - - - - - - -
T1°4';~ 96 Ii I x
- w. Tin. Tot91 (1440-Jl*lil x
~- Tl1enfu'"1-:---
l ot*I
'/440 J2 bl x f PA form ]510 2C (Hu11 2 ll5) PAGL V ! t:tJN I I Nill IJN l'1\<1l V ]
- CONTINUED FROM PAGE J Of- FORM 2 C l:~A I U NJ0005622 NUMB1:..ff (~*owv /u1111 ,,,;,,. I of ,..,~rm IJ OUTFA.Ll.
DSN 484 NUMUl:.H llA111 Ni* .'(IUtl U(J~'I
..1,,,,,.,.,,,,, .,,,,,.), IJ .'II tl~
PARTC- If you *re a pnmary mdusuy and 1h1s outfall comams process was111wa1er. reler lo Table 2c-2 m the 1ns1ruc11ons 10 determine wh11:h ol 111., GC / MS h '"'"""you mu~* lt!~I " Mark "X" 111 column 2** for all auch GC/MS lracuons th*I apply 10 your mdusuy and tor ALL loxrc metals. cvanrdes. and lolal phenols 11 vou are no11equ1rnd w mark coh111111] d '""'"'"'"'Y mdus11111\. nonproceu
' w**l*w*ter outl*lls. *nd nonrequlfed GC IMS lr*ct1onsJ. mark "X" m column 2 -b for each pollu1an1 you know or have reason 10 beh"v" 1~ prt!st!nl M.irk **x 111 column 'l c Im 11ach pollulanl you beliavo 15 absenl If you m*rk column 2* for any pollu1*nr. you musl provide Iha results of al least one analvs15 lor lhal pollu1an1 II you mark Lulumn :lh lur *"'V j.oulh1ldnl V"" musl prov1dtt lh11 ro1i;ul1a of *t laast ona an*lysu; for th** pollut*nt if you know or have reason to behove 1t will be discharged m concentrallons of 10 ppb or yrear"r II vuu 111ark '*""""" 2h 1.11 ..... 111ltt1n. acrylo111111l11. 2.4 dinitrophanol. or :Z-mathyl-4. 6 dinilrophanol. you mual provide 1h11 results ol at least ona analvs1s lor each ol these pollutants wluch you know or hitv" '"d"'" ru """"v" lhdl you drsch*rue m concantrallona of 100ppbor grHtar. OtharwrH. for pollut*nts for whrch vou mark column 2b, vou must either subm11 at least one analvs1s or br 1t*llv desr.r olu* "'"'""suns lhe pollur.tnl is 11xpec1ed to be disch*rged Nota that lhara ara 7 .., thi1 ~rt; please review each c*refully. Complete one table (all 7 pages} for each ourlall See msuuc1111ns Im ddd111un.tl details and requ11eman11 1- POLLUTANT 4 uNrr,; 5 INTAKE (uprimrol}
Z. MARK 'Jl' '.ti' J. EFFLUENT AND CAS A~s\f?!J.G lf..f!~1*
- b. MAXl.,Jl":..~a'l/:iy NUMlllER (ii ou*i/4Jl>"'1J
- n .....
QUI"*
h **.
.....:. **v* **v*
- c. **-
C.DNC.!:J___ .-:..
VALUll:
CONC*NTNA't'ION VALUI!
c.LONG Trff..t°a/tu'f.f:f* VALUE C.ONC&NTHAllO ..
l*I ......
1J NO OF YSES d CONt..EN TRATION MA~'::!.
--~.t1<1aTION c u"C*M*
b NO e*
""A&.*
METALS, CYANIDE, AND TOTAL PHENOLS IM. Anllmony, Tot*I 17440*36-0I .x x <0.-005 N/A 1 mg/1 kg/D <0.005 N/A 1 2M. Ar*nic, Tatel 17440.311 21 x x <0.002 N/A 1 mg/1 kg/D <0.002 N/A 1
--- -- -*- --- - ------*--- - - -
- 1---------------- - . -* *-* - -- -*** - .- *---- ---
3M. B*ylllum ..
Tot*I. 7440-41*11 x x <0.0002 N/A 1 mg/1 lcg/D <0.0002 N/A 1
- --- --- -- - .. ----- --- - 1-------- ... - -*--*-- --*- ---* >--*
4M. Cedmlum.
Tol*I 17440-43 91 ic x <0.002 N/A 1 mg/l kg/D <0.002 N/A
. -t--*
1 6M. Chtomium.
x -x--
- =, . .
TOl*l 11440-47-31 mg/1 kg/D ll.002 N/A
<0.002 N/A 1 ='
I 11440-
- - x x .- - . Q,()()L - -~&5 . - --*- --- ---* ***--- ---* - - - -*--* -- -- - .. - 1 mg/1 kg/D 0.005 7.06 1
..-.1... . -* . -**-*
11o1 .
<0.002 N/A 1 mg/1 kg/D 0_002 2-83 11-**2*11 x x.. -- . -*- -**- - - -* -***-*- .. - .. - -- ----. -*. - -
1 8M. Mercury, Totel 11439-117-81 x- x <0.0002 N/A 1 mg/1 kg/D <0.0002 N/A 1 8M. Nlcllal. Tot*I 17440-0201 x x <0.01 N/A 1 ..
mg/1 kg/D <0.01 N/A 1 IOM. Selenlum.
Tot*l 11182*411-21 x x <0.002 _____ N/A 1 mg/1 kg/D <0.002 N/A 1 1 lM. S*tver. TOl*I 17440*22 41 x - x <0.002 N/A 1 mg/1 kg/D <0.002 N/A I 12M. Th*lllum, Tot*l 17440*28 01 x -- _x_ <0.002 N/A 1 mg/1 kg/D <0.002 N/A 1 13M Ztnc;, Total 11440 66*61
~-------
x l <0.02 N/A 1 mg/1 kg/D 0.025 N/A 2 14M Cyaned*.
Total (61 12 61 x x <O.OQ~ N/IL ,,_ 1 mg/1 kg/D <0.005 N/A I 16M ~h*nol1.
To1al x x <0-005 N/A 1 mq/1 kq/D 0.014 ;N/A 2 DIOXIN 2."3-ie.iur;;*---
- 1 -----*-*-- --*----* - - . - . - - *- --- - -- - .
t.hl~t~tllhun10 1~
fJ.O.Mftl ( 1164 01 ht1 f PA f-orm 3510 2C (Rev 2 851 I I x liiE'sc'ri1eE RESULTS l'A<*I V I CllN llNlll llN ltl VI 11~1
- CONTINUED FROM THE FRONT NJ0005622
- DSN 484 1V. Acroluln (107-02-81 x x <5 N/A 1 ug/l kg/I' <5 N/A 1 2V. Acrvlonltrll*
(107-13-11 x x <5 N/A 1 ug/l kg/D <5 N/A 1 3V. Bun..n*
171-43-21 x X ____<5._______~j_A 1 ug/l kg/D <5 N/A 1 4V. Bia {Chloro-metltylJ Ether ND N/A 1 ug/l ND N/A 11642-88-11 x kQ/D llV. Bromoform
.'_1_i;_-2_11_-2_1_ _ _+-_~x'-l
<5
_ __,f--'x~+------+------+----- N/A ______________________ _ 1 ug/l kg/D <5 N/A 1 6V. Carbon T*trachlorlda lllill-23-li) x x <5 N/A 1 ug/l kg/D <5 N/A 1 JV. Chloroban..n*
.1_1_oe_-_11_0-_1_1- - - + - .lL x
<5
--*------ _____N/'l__ _ 1 ug/l kg/D <5 N/A 6V. Chlorodl-
- bromomathana
- '"""1_2_4*_48_-_1-'--1---+-.JL _____ . L. ____(5 _____ _ N/1\ ___ _ 1 ua/l
* - --- --- ...... - -- -***- ---- *- - **- *-*+---='----t-=........ ka/D <5 N/A
---t-=U..::'-----t--=----+-.:..:..!...:..;...._1-~-~
llV. Chloroathane (711-00-3) x x <10 N/A 1 ug/l kg/D <10 N/A 1
*--*-- -----*-*- --- - - - - - - - - - - ~-----* -----r----*-**--*--*- -*-* *- ------+---+-----+-----+-----+----1------1 10V. 2-Chloro-
- thvlvlnvl Ether 1110-711-81 x x_,_______ <10 _ N/A 1 ug/l kg/D <10 N/A 1
- - - - - - -----*-* ----* ------ ----------- *--* ------ - +----t------t----+---------1----....f 11V. Chloroform 1*7-81S-31 x x <5 N/A 1 ug/l kg/D <5 N/A
+---!--+-- ~-----------------* ----------- ~------------
12V. Dlchloro-bromomalhane X X
- ug/l kg/D <5 N/A 1111-27-41
~-------'----+--- - - - - ------*--- <5 N/A
- ****-------**-*--f---------------- -- -*-* - --- - - - -----* --*- --*-
1 13V. Dlchloro-
... d_(~_~_'!.,°'_1_~_j_ethan
_ _*_-+--_X__,___..__~ r---<lQ ____ _____-1illl .- *---- ------ - --** 1 ug/l kg/D <10 i-----1-~----t--'..__--+-----+------.,1------
N/A 1 14V. 1,1-Dlchloro-
.m- (711-34-3) x x N/A 1 ug/l kg/D <5 N/A
- -------- ----------- ~--*-* --*--
111V. 1,2-Dlchloro-
- -t_ha_na_c_10_1_--06-_2_1_.~X~--<---- ,__Le----~~-_--,.-- ____ .. M'l. 1 ug/l kg/D <5 N/A 16V. 1.1-0lchloro-ethylena (711-36-41 X y ,-i;: N/A 1 un/l ka/D <5 N/A 17V. 1.2-0lchloro-propan" 178-87-lil X v <5 N/A 1 ug/l kg/D <5 N/A
1------ll---+--A--+--------t------t--------+--------+------ - 1-----**-
x x 1 ug/l kg/D <5 N/A x 1 ug/l kg/D <5 N/A 20V. Me1hyl Bromhiu (74 83*9) x x <10 N/A 1 ug/l kg/D <10 N/A 21V. Mul11yl Chlo11de ( 74 8 7 31 x x <10 N/A 1 ug/l kg/D <10 N/A EPA form 31i10-2C (R.,v. 2 85) PAGL V*4 CllN I INIJI ON PAGI'. V Ii
CONTINUED FROM PAGf V-4
- I
,,,,,,,,.1,,,,,,,,,.,,
CllL111 Nu .'lllltl tlll~1'J A11111u~.11 ,.,,,,,, .., I.' f/ tf!i 5
INTAKE (opr1011ul)
VLi:h~_L_ **A~OA~.)f' d I ( tN lo loi "'"' L.!.I ~""
- .,N,,' N (if M.-.1111 Y!ao&.~
22V. Melhyl1tne Chlo*lde 176*09 21 x x <5* N/A 1 ug/l kg/D <5* N/A 23V. 1,1,2,2*Tel**
chloroethana 1711*34*61 x x <5 N/A 1 ug/l kg/D <5 N/A 24V. T*trachlO<D*
ethylana 1127* 18 41 x x <5 N/A 1 ug/l kg/D <5 N/A 26V. Toluene 1108*8831 x .X <5 N/A 1 ug/l kg/D <5 N/A 1 28V. 1,2*T<*n**
---*-*-------1---- -*
Oichloroethytena (166*60*61 x x <5 N/A 1 ug/l kg/D <5 N/A 1 27V. 1, 1.l*T<I*
chloroethan* x x ug/l kg/D <5 N/A (11*66*61 <5 NA 1 28V. 1, 1,:Z*Trl*
chloroa1han*
x x <5 N/A 1 ug/l kg/D <5 N/A 179*00*61 29V. Trlchlorn*
ethylene 179*01 *61 x x <5 N/A 1 ug/l kg/D <5 N/A 30v. T<lchlo*O*
ftuoromethana 176*69*41 x x <5 N/A 1 ug/l kg/D <5 N/A
.11V. Vlnyl Chlorlde 176*01 *41 x x <10 N/A 1 ug/l kg/D <10 N/A OCIMS FRACTION - ACID COMPOUNDS 1 A. 2 Chloropheno 111157*81 x x <10 N/A 1 ug/l kg/D <10 N/A
_ _ _ _ _ _ _ _,__._..__._.____ .. - - ------ - - ------*----+----*------ - -*----*--*------- *---- -----*-- - -- *- - - -
2A :2.**0ichloro*
phenol C120*83 21 x x <10
---**-- ----*- --* ~---*--
N/A 1 ug/l kg/D <10 N/A 1 3A. :Z,4*Dlmethyl*
phenol (105 67*91 x x <10 N/A 1 ug/l kg/D <10 N/A 4A 4,6*Dlniuo O
..c_r_e_oo_1_cs_3_4_.s_2_.1_1---+--.!_~ *- _ 1 ug/l kg/D <50 N/A x - -~~Q_ __ -- -- J~~---- --- ---- - -- - --- - - -*--- - --
6A. 2,4 Dlnouo phenol C51*28 !ii x x <50 __ JWL __ _ 1 ug/l kg/D <50 N/A 6A. 2 Niuophenol CBB 75 51 x x <10 N/A ug/l kg/D <10 N/A 1 A. 4 Niuopheuol 1 mo 02 11 x x <50 N/A 1 ug/l kg/D <50 N/A t----- *------- - - -
HA P Cliluro M C1hol lt.~ ~*0 /)
x x <10 N/A 1 ug/l kg/D <10 N/A 1
~IA t'ullldLhl&JfC" 11li*:11ul tH I Uti b) x x <50 N/A 1 ug/l kg/D <50 N/A I OJ\
11ou Plu:11UI
~!.> :n x x '
<10 N/A 1 ug/l kg/D <10 N/A I J,4\ /.4.li I 11
.1,1.uu11hu11ul x <10 N/A ug/l kg,'D <10 N/A I/ 111 I If* ~*I x
CONTINUED FROM THE FHONT NJ0005622
- DSN 484
- 18 Acenephthen*
183 3:Z DI x x <10 N/A ug/1 kg/D <10 N/A x <IO N/A ug/1 kg/d <10 N/A
- 38. An1hrec*n*
11:ZO.l:Z*71 ug/l kg/D <10 N/A
- 48. Ben.idlne ID:Z~1-51
~g/D - <80 _Nf A l
- = - - t - - - liJ.A ______ ~-- _l!g/L *----
llB. Ben10 (al
.Anthrecen.
1118*1111-31 N/A .1 ug/1 kg/D <.10 - ~/A l
---*--i-------- - *-*--- ----* *-----
ea. B*n*o (*I Pvr- 1110.32~1 x x <10 _ N/A . _____________ _ ug/1 kg/D <10 N/A 711. 3,4-891110*
ftuorenthene l:ZOIS*H*:ZI x x <10 N/A ug/l kg/D <10 N/A ea. B*n*o "
Perv-Cl81-24*:Z) x x <10 N/A ug/l kg/D <10 N/A ee. eenro ,,.,
FluOf'*nthene l:ZOHIO*DI x x <10 N/A ug/1 kg/D <IO N/A ---
IDB. 811 (ll-Cldoro-
- lhos y) Meth*n*
1111-81*11 x x <10 _N_fA __ - - . ug/l kg/D <10 N/A l 11 e. Bh ( 2* Cllloro-
- U.Yll Et-
._!111-44-41 - .JL_ --- _J(_. <10 NLA _____ _ ~g(! __ kg/D <10 N/A na.11111~
,.,.,. lllw llOJ.10* II X x <10 N/A 1 - _ug/l kg/0 <10 N/A 1 13111. Bh (2-Slhl*
~:;;~ f.;~h*l*t* x x <10* N/A 1 ugll kg/D _qo* 1!/A --*- --*----*
1'18. 4-Bromo-P-.v1rherlv1 E - 1101*8&*31 x x <10 tWL __ 1 ug/l kg/D <10 N/A 1118. Butyl ll*n*vl Phtheler. 1*11-m- 7 x x <10 N/A ug/l kg/D <IO N/A 1118. :l*Clllt>rO*
MPhth*'-*
....-..-~--__._
181*118*71 _x _. __-+--_X__.__<~lQ__ _ _.N..I,_._._
/A ____ ~**-* ug/l kg/D
<10 N/A 178. 4-Chloro*
phenvl Phenyl Et,_ (700ll*7:z*31 x--- x <10 N/A 1 ug/l kg/D <10 N/A 1118. Chrv*n*
12111-0191 x x <IO N/A ug/L kg/D <10 N/A IDB. Olbenro (a,hl Anthrecon*
(63 10 31 x x N/A ug/l kg/D <IO N/A
<10 208. 1.2 Dichforo be1uen* (96 60 11 x x <10 ug/l kg/D qq
-- N/A N/I\.. _J.
21 D. 1.3 Okhloro html'en* (641 73 I x x <10 N/A ug/l kg/D <IO N/A EPA Form 3510 2C (Rev 2 85) PAGE V*ti CONTINUE ON PAClE V*7
CONTINUED FROM PAGE V-6
- I 1111111 4J*i11uv1*d OMll N11 ,/lJUtJ OPtl.'J Ap11111v.,Jr:-1mi*'> I I II HtJ 4 UNI rs ~ IN J AKL {**/*l*1n11J/}
.. l ONt. ILHM 1J NO OP d C:ONt*t:N l'\V~!f~~l_ V~b~L- ANAL lftA'l&ON l*L:~*;::.::,. l*l M-'U* V~t:S x - q9_____ _ _N/A__ ug/! :0.g/D <10 N/A __1 238. 3,3' *Dichiaro ben1ldlne (1111-114*11 x -~-- --~-- ~NfA
- __ _ 1 u~/l kg/D <20 N/A 248. Dl.ahyl Phthal*t* X <IO N/A 1 ug/l kg/D <IO N/A (84-lllS*21 *X 2118. Dlmethyl
~-*- -
Phthei.t* X X a-.;..11_3_1..c.-1..;.1..;..3.:..1_ _+--*-'---'---~--<_l__O __--J1--N_/_A_____ .____ ____ _ 1 .. ~!l/_1 _ <10 N/A ______ _! __ _
288. Dl*N-Butyl Phth*i.te (84-74-2) x x <10 N/A 1 ug/1 <10 N/A 1 11-------+---+---~--+-------f------*I-------** --
278. 2,4-Dlnltro*
toluene 1121-14-21 X x <10 N/A 1 ug/1 kg/D <10 N/A 288. 2,8-Dlnltro-tolu- (806-20-21 X x <IO N/A ug/1
-------1--- ----*-~----**-
1 kg/D <IO N/A 1 21118. Di-N-Octyl Phthel*t*
(117-84-01 x x <IO - N/A. 1 ug/l kg/D <IO N/A 1
~-- - --
- IDB. 1,2*Dlphenyl*
hydruln* (* Aao-bcnun*J 1122*111S*7 x x ___<:10 .. _N/A __ _ 1 ug/l. kg/D .<10 _N/A .1 318. Fluor*nthene 12Dll-44*01 x N/A 1 ug/l kg/D <10 N/A 1 328. Fluorene (88-73*11
.....___ ----+-_,_X_,_ . _ . L <10 ---- _l!/A.___ _ 1. l,lg/.l kg/D qo ~/A l 331..............,_.,.*
~'~ 348. H ....
- --1-- ---- _x__ --~10 ---*-- _li/A._ ug/1 kg/D - <HL .N/A - -- - chlorobutedlen*
1117*88*31 x x <IO N/A 1 ug/1 kg/D <10 N/A 1 3118. H**Khloro-
-- --t--*
cvcl_.c.dl*ne 177-47-41 x x - -~JQ____ *- *- - ~'"-*--*-- 1 ug/l ~g/D <IO -~/A_ -J 388. H*11echloro*
eth- (87-72-11 II--------.::...-'---'--!!'--! ___{ ..
X X N /.4 n _____..~.__- _______ . _____ . .. -*-*-* ____ ,_ _______ ~---------
11.,_ l ug/1 kg/D <10 N/A 1 378. tndeno gg2:;_33;~~rv**n* x X <IO N/A 1 ug/1 kg/D <10 N/A *
~'----~--+--+----'---J-----*-- t------------
388. loophoron*
178-6111*11 x _! ___<)JI______ :__ JWL. ______ 1. ug/l kg/D <10 N/A 1 398. N*phth*l*n*
(91-20-31 <10 N/A ug/1 kg/D <10 N/A 408 NH:roben.zene
~-9_5_*3_1- - - - x <10 N/A ug/l kg/D <10 N/A 418. N*NilrO*
x 10d111101hyl*mine 162 75 9) x x <10 N/A ug/1 kg/D <10 N/A 428. N*NilrOIOdl N Propylemint1 x x <10, N/A uq/l kg/D <10 N/A 1621 64 I)
- "I IN I IW 11 ON Ill Vt:RSI
CONTINUED FROM THE FRONT NJ0005622
- DSN 484
- ,,,,,,,,,, ..J,,
°'11> ***d I. POLLUTANT i MA.HM 'I(' 1 E* I L.Ut:Nl 4 lJNI I', ~ IN I A Kl.
fa** C. *1. a. MAKIMUM DAILY VALUE ~~~x ~-~~-~~y~~~{ v ~L~E* c._LONG __
Tq[c.~.b,~.~*'t* vAL~~ ti NO CJf
.. I fJNI l N I CJNI,
!"!I/~'~,.,, .....
II UM Y ~L!l!::. __
11 NO Ot ANAi.
~~7~: 'f:!~ '~~:~*.* ----~*----i---i:1*:~ ~ . MA~!.
j,
" ' ovodabl**J Id td ..... ,,, ... Id I I ., * *** y ~ .......
lt4A llUN lol I I - * ** y~~ s
.__ _ _ _ _ ___..._~-- ---- - - - -~~~~!!.~!!!!~L- . . - *- --
GCIMS FRACTION - BASE/NEUTRAL COMPOUNDS"'"""""'!
438. N Nllro-oodlphenvlemlne 188-30-81 x ---;- <10 - - --r N/A 1--,-----i 1 ug/l kg/D <10 N/A 448. Ph*n*nthren*
186-01-8) x x <10
- --------+------~
N/A 1 ug/1 kg/D <10 N/A 468. Pvr*n*
t-l,-,,1211=--00~-0-:)-=,..,.---t. J\ . .lL. <10 N/A 1 ua/l ka/D (10 N/A 1 4418. 1,2.4 - Trl-j~;'C:..oi:tt*ne X X <10 N/A 1 ug/1 kg/D <10 N/A 1 0CJMS FRACTION - PESTICIDES -----
1P. Aldrin 1308-00-:.11 x 2P. U*8HC 1319-84-6) x 3P. j]-8HC 13111-86 1) x -- --**------ --*------- ---------- ----- -----*
4P l*8HC 168 9-111 x
6P. 6-8HC 13111*86*111 1----------ir--- r--- -*
_x 6P. Chlorden*
167-74-81 1----------ir-----r----
7P. 4,4'-00T 1110*29*31 x -------* - *--------- --
BP. 4,4'-00E 112-H-111 1--------t--*-. f-------
x . - ------~*----- - ****---*-*- - - - - - -- - ------ .. -*
BP. 4,4"-000 172-64*81 x
IOP. Oi*ldrin 160 57-11 1 lP. a-Endooull*n 1116-29-71 1--------+----- -* -* --X-12P. /1-Endooull*n 1116*211-71 x 13P. Endooulf*n Sull*t*
11031-07-81 x
14P. Endtin 112 2081 x 1&P Endtm Ahtul1vct11
,.!!4_~~ .!I~~
x 1tiP fh:tptachlo*
116 44 81 x
EPA form :i!>10-2C IRttv 2 8!>1 PAGE: V-6 CON flNlll ON l'AGf VII
CONTINUED FROM PAGE V-8
- I 4 llNI I')
l111111.-l/'l"v1*tJ tJ/Ull fV11
- 1(Hlll 1111!1*1
~*1*111,1V,1l 1*-1uti:\ I) 'I H~1 INl At\l: 1o11*t1 ..111JI) d ( C>Nl l N 11 MA~">
IHAllON 11P. H*pt*chlor EPONlde l.('-Cl:..:02;=..;4:..:*6:..:7_-3=.l:___-..J. -- --- . -
x IBP. PC8*1242 163469-21 *91 x 19P. PCB*1264 C11otll-69-11 x
20P. PCB-1221 C11104*28*21 x
- ---1----- 1------- *-*----- ---* -----
211'. PCB-1232 (11141-Ul-lil
+--~----- i . - - - - * -
x -----1----------
22P. PCB-128 (12812*29*111
.X..... **-- -----
231'. PCB-1260 C110911-82-111 x 24P. PCB-1016 (121174-11-21 1----------1~ --
x 21iP. Tox111>h*n*
18001-311-21 x
PAGE V-9 EPA Form 3&10-2C (Rev. 4-841
- Indicates compound found in blank.
f Pl\ f f1rn1 l~ 10 "Jr fH1*v 'J Rfl\
Salem Generating station
- NJPDES Permit NJ0005622 APPLICATION FORM 2C-V EXPLANATIONS - DSN 484 This outfall is one of the six ( 6) non-contact cooling water outfalls and is primarily Delaware River Estuary water. Analytical results from each outfall are a composite of the six outfalls with the exception of temperature, flow, and total residual chlorine for which routine independent analyses are performed.
PART A The intake analyses are based on Delaware River Estuary samples taken in accordance with the application protocol. Although the intake and effluent values are similar, the previously established sample acquisition variability is evident.
PART B and PART c --
Total residual chlorine was analyzed due to the addition of sodium hypochlorite as a biofouling control agent in the service water system . Other parameters marked as "believed present" are so indicated due to their presence in the intake water and current or historical analytical data was provided to demonstrate the presence of .these parameters in the intake .
SALEM GENERATING STATION DSN 484 NJPDES PERMIT NJ0005622 RENEWAL NON-CONTACT COOLING WATER PERMIT
SUMMARY
TABLE SHEET 1OF1 PARAMETER EXISTING PERMIT FILES SWQS DRBC PERMIT RECOMMENDATIONS NOTES LIMIT FREQUENCY TYPE LIMIT FREQUENCY TYPE Flow 361.64 Avg. NIA N/A (MGD) NIA Calculated N/A 532.80 Max. N/A Calculated N/A 5 Temperature Deg. F (Deg. C) NIA Continuous N/A (14.62) Avg. N/A N/A N/A Continuous N/A 2,6 Influent (28.90) Max.
Temperature Deg. F (Deg. C) 115 (46.1) Continuous N/A (22.64) Avg. Max Max 115 (46.1) Continuous N/A 1,2,7 EHluent (39.30) Max. 86(30) 115 (46.1) Daily Max.
Temperature Difference 27.5 (15.3) Calculated NIA (8.08) Avg. NIA NIA 27.5 (15.3) Calculated N/A 2,8 Deg. F (Deg. C) (19.42) Max. Daily Max.
Heat, Facility (MBTU/HR) 30,600 Calculated NIA 12331.72 Avg. NJA NIA 30,600 Calculated NIA 2,9 19476.72 Max. Daily Max.
Chlorine-Total 0.3Monthly Residual (SWS) 0.3(AVG.) 3X/Week Grab 0.01 Avg. N/A NIA (Max.) 3X/Week Grab 3,10 (mg/I) 0.5(MAX.) 1.11 Max. 0.5 Daily (Max.)
Chlorine-Total Residual (CWS) 0.2(MAX.) 3X/Week Grab 0.03 Avg. NIA NIA 0.2 Daily 3X/Week Grab 3,10 (mg/I) 0.80 Max. (Max.)
6 Daily pH(S.U.) 6(Min.) Weekly Grab 6.5 Min. N/A NIA (Min.) Weekly Grab 4,11 9(Max.) 10.0 Max. 9 Daily (Max.)
Salem Generating Station DSN 485 NJPDES Permit NJ0005622 Non-Contact Cooling Water This section contains only the EPA 2C-V Forms and the Permit summary Table for this outfall. Explanations of notes, discussions of the waste stream, and further comments are combined and included as Tab 2C-V, DSN 481 - 486.
- l
- I
'JI PLEASE PAINT OH TYPE IN TllE lJNSllADlll AHEAS ONLY. You may 1cpu11 some or Jll of this information on seµaratt: she~ts fuSt: tlw ~d111e lunnatJ 1nsh:ad ol co111plt:1111!1 1h1::~c f>dyt:S.
EPA l.D .NUMBi:*H ,. ..,,,.. fl"um i1,.,., I ,., 1:,..,.,
1 .... 11 *\1*1*10****'
I IJVl/I N11 .'lhl1* 1l1J~1'I SEE INSTRUCTIONS.
1 JtJl f l. l N' I V. INTAKE AND EFFLUENT CHARACTERISTICS {commued from page 3 of Form 2-CJ u 485 PART A - You must provide the results of at least one analysis loi every pullutdnt 111 1_!!1s lahlc. Co*~!.'.!~~'. !~l*ll!_I*!' _i:~~~~_:*~*-*.!..'.111_ Se~' 111s111u.1111m 1111 athl111<111o1I de1.11b Z. EFFLUE"-T 3 UNITS
,, L.C..)Nt ..
.Alll;.tt.AI.. b NO Ot-d.CONCEN*
THAT ION II MASS l*I ANALV5t~
____ J ___ *--- mg/_l_ ____ -~fJ/D 2.4 3313 1 1 mg/1 kg/D 47 64892 1 1
-*-------- .____!!!9/l__ ~9.!~ 2.6 .. J5&9 1 1 mg/l kg/D 60 82841 1 1 0.21 289
---*---' . -**-mg!_~ -~g(D 1 VALUE VALUE VAi llL N/A ~64.78 Cont. N/A MGD, 361.19 Cont.
VALUE VALUE VALUE VAl lJI
- g. Temperelure 33.60 N/A 17 .27 Cont. "C 8.78 Cont.
'""'" VALUE VALUE VALUE
- ---* ----*----*-------*- - VAi lJl
- h. T*mpere1ure
(*ummerJ 36.60 N/A 32.36 Cont. oc 25.21 Cont.
MINIMUM MAXIMUM MINIMUM MAXIMUM I.pH N/A N/A
---~
260 -------- ~::...:*. -------
5.8 10.00 STANDARD UNITS PART 8
- Mark '"X'" lncolumn 2-* for ellCh pollutent you know or he¥9 reaon lo believe i*pr-nt. Merk ..X .. in column 2-bfor 1111ch polluaanl you believe 10be11bsen1 If you mark column 211 lor any pollu111n1 which ia limiled...._ directly, or indirectly but upreuly, in en effluent limilelionaguideline, you muaa provide the rnull& of a1 le1111t one analysis for 1h11t pdlu1an1 For other pollutan1s for which you mark column 2*. you muai provide quenlileli"9 dele or en explenetion of their proHnce in your diach11rge. Complete one table tor each outfall See the instructions for 11dd11tonal details and requiremBnt*
I. POLLUT* Z. MARK 'X' 4. UNITS 5 INTAKE (*'l'""J/J ANT AND IN ..... J~
CAii NO. AN Al flfe....O.&leJ VSt.'!t
- - Bromld*
124969*87*91 x ---*--*---*-
- b. Chlorln*. mg/1 kg/D <0.05 Totel R*aiduel x 2.6 306.84 <0.01 13.81 4841 I N/A
- c. Color x CLPT N/A 20 N/A
- d. fe..:al MPN Collfor111 x 00 ml N/A 488 N/A 6 e t-luoiida mg/1 kg/D 0.14 193 6 116!184 4B 81 x
- t. Nitr*ti.-
Nltrl111 (o* NJ x mg/1 kg/D 5.12 7069 105 PA<;t.: V I EPA Form 3510 2C IRtiv 2 851 CON I INlll ON RlVEHSI:
- ITEM V-B CONTINUED FROM FRONT NJ0005622 DSN 485 x mg/l kg/D 0.845 1193 6 x mg/l kg/D <0.85 N/A I. Pho..e-ue (M l'J, Total 17123-14*01 x mg/l kg/D 0.27 381.45 I. Radloacllvlty 111 Alphe, Tocal x -------- 1--------
pci/l N/A 1. 3 N/A 48 (21*-*
Tocal x pci /l N/A 43 N/A 48 x pci/l N/A 15.5 N/A 48 141 Radium Ua. TOlal x *----- ----- -------- oci/l N/A 15.5 N/A 48 k.8ulf*
(M804J 11481111* 711-81 x --- ------**- *-- --- ...
mn/] lrn/n i;i;n N/A I l8ulfllle x * - - - - - - - - -*---*
x x <0.01 N/A mg/l kd/D 0.02 N/A 2 Totel (7Ga-ICMll x t:-.:;a-;m--+---+--r-----::---+-----t----*--*-- - - - - - * - - - - - - - - l - - - -
~;.;-.
(1440-. .:11 x
- ..~~ic:::::----t---+-~r-----+------+------1---------l-------'-----~ ~-;-----;-----+------+-------1----J f7~ 4a-a kg/D 1 X 0.24 351.02 mg/l 0. 38 536.86
'Tolal
- - x (7440-48*41 t------f--+---+-----+------+------+--**---- - ------- - - - - - * - r------+-----+-------1-------4------
x mg/l kg/D 2.68 3786.27 x mg/l ~~!~---- *---------
2.66 3758.02
"*Tolal m,
._~7~.~~311-....,__*llB_*l_l_*--l--+-.x__,__ ____ .. c..------- - - - - . - -
Tolal (7439-96*61 x
- w. Tin. To1al (14'0.JHil x '*
~T11an1~m--:--*
Total
( /440 32 61 x EPA form 3510 2C (Httv 2 65) PAGL V C:lJNllNlll lJNl 1 A(jt: V 1
- CONTINUED FROM PAGE J Of- FORM 2 C NJ0005622
- DSN 485
/,.,,,, #l,*JUu1,,**I tJMU l'IJ1* .'flOcJ 00~'1
- lJ1/""'****1m1*~ I;/ :ii H!J PART C - II you *re a pumary onduslry and this oullall comaonsprocess wastewater. refer 10 Table 2c-2 on the onstrucuons tode1 .. rmm" whu:h ol llm GC1MS lr;u '""'~ yuu 111us11"" lor Ma1k .. X.. rn column 2** for all such GC/MS lr11c11ons 1h*l 11pply to your mdualry and lor ALL loxrc metals, cvamdes. and total phenols II you are not 1equired lo 111ark col1111111] ""'"""""'Y 111tlus1r11n. nonproc11u w*stewarer outlells. end nonrequ1red GC /MS lrecrronsJ. mark .. X .. m colurl)n 2
- b for each pollutanl you know or have 1eason to beh"v" rs .,,.,s.,111 M,11 k *
- X 111 colullln ] c Im each pollu1an1 you believe 1a 11bsen1 II you mark column 2* for 11nypollu111n1. you must provide Iha results of al least one analysis lor that pollutant II you 111a1k column :lh 101'"'V1.vlh1ldlll yu11 111us1 prov1dt1 the rt1sull*
- llD I of *I l1111a1 on1111n11ly111s lor th*t pollut*nl if you know or have reason lo believe 11 will be dischargtld m concenuauons ol 10 ppb or yrna111r II you mark <.011111111 2h 1,11 .tt.10lt0111. acrylonuule. 2.4 dinilrophenol. or 2-m*lhyl-4. 6 dini1roph*nol. you muat provide Iha resullii of al lea&I one analysis for each of these pollutants wluch yuu know oi li;ivt: ltldS011 tu I"'"""" lhal you d1sch*rua m conc*nlral1ona ul 100 ppbor grNI.,. OU\erw***. for pollut*nls for whrch you mark column 2b, you musl either submit al lt1as1 one analysis oi In 111llv d.,Sf.111 ... lhc '""su11s 111., pollutanl rs t1*peclmd lo be drach*rged Nula lh*l lh*r* lh111 pilrl. please rev111w **ch c*relully Complete one table (oll 7 pegesJ for each out all See rnstrucl11111s llll <1dd111unal details and requ1rem*nl1 I. POLLUTANT l MARK *x* ._.* l. EFFLUENT 4 UNI rs ' INTAKE (upllunal}
AND CAS --~ - --- --- -- --'-------~-'----'
NUM8ER '-:.::' ~::* ~.::* *.MAX VALua b. MAX1'1Jl':.,:RaiC:' VALUE c.LoNG TNra':alta"f:'f* VALUE d NO o,.. d coNt.EN .. ~ ..'-~"-'\. t1.!f~.. b tto.**
g~:.. :::; ~~" "v~:~ MA~~ ~~=~*
1 (If ouallabNJ C*I ..
- fll MA** hi ht........ hi l.11 ...... 1 RATION ' Id c.uHc*N* l*I M***
- n CONC- CONCll.Nl'HAYtON <.Of'wC*NTHA'llU... *-----*-** --- **-*- _ _:.l::_H:oA-"Tl:.::0::;:°':_+.----~---..1 METALS, CYANIDE. AND TOTAL PHENOLS t----~--~.-'---'-T--'-~'-"':...:...::..:.;==-=-----1-------4------~-------.J---- ------+---------I---*-**.. -- -- - . - - ---f---*------~---4
________.. __xx __
IM. "n1lmony, To**I 17"40-36*01 2M. A*Mnic;. To1*1 x
<0.005 N/A mg/1 kg/D <0.005 N/A x <0.002 N/A mg/1 kg/D <0.002 N/A I 11440* lll 21 1---------i - -- *- -*- - _________ .,_________ ----------*--* -*-------*-* --*--- ---* --
3M. B*vlllum, <0.0002 Tol*I, 7440*41*11 x x <0.0002 N/A I mg/1 lcg/D N/A 4M. CMlmlum.
Tolel 17440 43 91 x x <0.002 N/A mg/1 kg/D <0.002 N/A
&M. Chromium.
Tot*l 17440*47-31 t - - - - - - - - f - - - --
x . -x-* -- ...
<0.002 N/A mg/1 kg/D Q.002 N/A
- C.W-.l*
11440-11).ff x Q_.QQL_ --- ~~!t~. - -- mg/1 kg/D 0.005 7.06 x <0.002 N/A 1 mg/1 kg/D 0.002 2.83 t------- x 8M. Mercury. Tot*I 17439-llMll x x <0.0002 N/A I mg/J kg/D <0 .0002 N/A t-------~*- -*--*
DU. Nlclial, Tol*I 17440-02*01 x x <0.01 N/A mg/1 kg/D <0.01 N/A IOM. Selenium.
TOl*l 117B2*411*21 1 IM. S1l"er. To1el x
__._ ____ - --* --x- --*<0.002 N/A mg/1 kg/D <0.002 N/A 17440*22*41 x x *-
<0.002 N/A mg/J kg/D <0.002 N/A 12M. Th*lllum, TOl*I (7"40-28 01 X <0.002 N/A mg/J kg/D <0.002 N/A
_JL 13M Zinc. TOt*I (744066*61 x <0.02 N/A mg/1 kg/D 0.025 N/A 2 14M Cv*md*,
Jotel 1511261 x x <0.0Q~ N/A _ mg/I kg/D <0.005 N/A 16M Phenol*,
Tolal x x <0.005 N/A mg/J ka/D 0.014 2 DIOXIN 2:1:-;a*,6,;;*--
- 1*
t:hlo1011thun.ro I' IJIO.Mlll 11164 01 hi1 f PA f-cnm 3510 2C (R"v 2 851 f'A<.I V t CON 1 INI JI CIN 111 VI 11!>1
- CONTINUED FROM THE FRONT I. POLLUTANT
~~~~::
- z. MARK.,..
~II ~l*_§JJ *L l:. UL- ~;~-.~-~~ ~~~ ~--~-;L~-;-
NJ0005622
- l. EFFLUENT DSN 485
- b. Mi..-x*-hlu-r:*-.,a*3-;Y,-..--g*'(;--,v-V_A_L_U_E___c_-L_O,_N_G_Tf._.-,.,,-~-bo'£r!f~AL-liE ~--~~
- 4. UNITS 5 INTAKE 11111111111.JIJ
.:__ ----* --~
~Nl.o. ':HVL~ U~: It. l ~ ---*-ic----J-"'-=.::W::=::L..----*1------1.:L...::=;;==---~
.a CONLLN 11 MA~~
.JJVWt~i(~-i~!a_ t.ANNuA~t-ti/au"""bl1.*J u'~!!"*_ **N'I ~* ~~* ~*JH"'!!!!!! ----~~~~-*- Loh1...~~*~u,,.,.,,,.. Iii,,."'** ,_..,,..c...,!'.,1""..,,,. l.1:1 M"~"' ':,.~~~ I RATION l*L:*~*,~~J~N 1.. 1 ... -.~*
v~~ti O~l'MSFRACTION-VOLATILE COMPOUNDS_______________ *--------- _ _ _ _ _ ,___ ____ _
1 V. -Acrol*ln (107-02-8) x x <5 N/A 1 ug/l kg/[l <5 N/A
- .iv. Acrylonltrll* N/A 1 (107-13*11 x x <5 N/A 1 ug/l kg/D <5 3V. Ben.zena 171-43*:.ll x x <5 N/A 1 ug/l kg/D <5 N/A
--- ----~---
4V. Bl* (Chloro*
methyl} E lh*r i 164:.1-88-11 6V. eromoform x **--- __x____._ ______ ND
~--*----*
N/A
..___________ ~---- *-*-- - - *-*-*- ,_ ___________ _________
1 ug/l kq/0 ____.
ND N/A
<5 N/A 1 ug/l kg/D <5 N/A 176*26*21 x l{
&V. Cerbon T*trechlorld*
168-:.13-61 x x <5 N/A *---* - - * - - - - ---*
1 ug/l kg/D <5 N/A JV. ChlorobenHn*
...1_1_oe_-_11_0-_1_1- - - + - - lL _)~--- -----~5- _. ______N/~-- 1 ug/l kq/0 <5 N/A 1 BV. Chlorudi*
bromomethain*
_u_2_4_-4B_-1_1_ _- + _ _x ________ x._ -* __<5... __ _ Nil\.. __ 1 ua/l ka/D <5 N/A llV. Chloroethen* N/A 176-00-3) x x <10 N/A 1 ug/l kg/D <10
- -- ---------- -*---. - - - - * - - - * * * --- --** *-* -- **- --- ---+---_,r-----+----+------1-----1----
10V. 2-Chloro-ethylvlnvl Ether 1110-76-81 x x <10 N/A 1 ug/l kg/D <10 N/A
t---t-----i--- - - - - - - - - - - - - ---*---- ---* ----*- - ----+----+----~-----+----+----
11 V. Chloroform l*Hl&-31 x x <5 N/A 1 ug/l kg/D <5 N/A
--** -----* --*--------- ~----- ---*---
12V. Dlchloro*
bromo..,.lhen* X X N/A 1 ug/l kg/D <5 1711-27-41 13V. Dlchloro-
- -- - -~----- .N~------- ---- --- - *- --
dltluorometh*n*
.,..1_1_11-_1_H-'-11_ _ --1_x--lf-----f--x__ _:_<10 ________...JUA.. 1 ug/l kg/D <10 N/A 14V. 1, 1-Dlchloro*
ethene 1711-34-31 x x N/A ug/l kg/D <5 N/A 16V. 1,2-Dlchloro-
- -t_h_-_1_1_o_H_M1_-2_1_.__x_ ____ _L _ ____ -~~- _____ ---*- M_Jt_ 1 ug/l kg/0 <5 N/A 16V. 1, 1*Dlchloro*
ethylene (71>-36*41 X ka/D N/A l{ NIA 1 110/l <5 17V. 1,2*Dichloro*
propenu 178*87-61 X ., <5 N/A 1 ug/l kg/D <5 N/A 1---------+-..:..:....-1---J.~l--t--------4----'----+--------->--------- ----- - -*-*--*
18V. l.J.lltchloro-
_,_M_2_-1_1-e_1-+-x-+--+-x-+----'-<5=----J..---"N:L.:
t-pr-opyle_... /A.~--1-----c---~--- - - - - -------- - - - ---- --- 1 ug/l kci/D <5 N/A 19V. E1hylbdnzene ug/l kg/D <5 N/A
-"-o_o_4_,_.._'---+---l-- x --4--~x_~ .. ---~~ --- --~~~- ----- --- ------ -
2av. Me1hyl Bro1ni1Jtt (74 83-9) x x <10 N/A ug/l kg/D <10 N/A x <10 N/A 1 ug/l kg/D <10 N/A EPA form 3610 2C (Hcv. 2 651 l'AL.l V ~ UINllNIH ONl'AGl Vb
CONTINUED FROM PAGf V-4
- I
,,,,,,,.,,.,.,,,.,,/
IJ/\111 N,, ,'OlltJ UU~1*1 AJl/*loH.1l 1*\}l/l1", I,' I/ .'1~1 4 UNITS 5 INT~~£ {oJllWllfJI) ---
.t CON< LN h~Lt!:11~N'1<. ~Ld1~.t._ __ l*At;:J... ~)t-lffAllON 1*!~~*:::.:."' . 'd ........ y~~~
22V. M*thvl*ne Chlorld1t (76*09 21 x x <5* N/A ug/l kg/D <5* N/A x <5 N/A 1 ug/l kg/D <5 N/A 24V. T*trachloro*
ethylene 1127*18*41 X x <5 N/A 1 ug/l kg/D <5 N/A 26V. Toluene 1109*88*31 x x <5 N/A 1 ug/l kg/D <5 N/A 28V. 1,2*'rrana*
Dlchloroathyleng 1166*60*61 x x <5 N/A 1 ug/l kg/D <5 N/A 27V. 1, 1, l*Trl*
chloro.th*n*
111*66*61 x x <5 NJA ug/l kg/D <5 N/A 28V. 1, 1,2*Trl*
chloroeth*n*
x x <5 N/A ug/l kg/D <5 N/A 1 (79-00.61 29V. Trlchloro*
ethylene (79*01 *6) x x <5 N/A 1 ug/l kg/D <5 N/A 30V. Trlchloro*
ftuoromethen*
17&*611*41 x x <5 N/A 1 ug/l kg/D <5 N/A 31V. Vlnyl Chlorld* (76-01*4) x x <10 N/A 1 ug/l kg/D <10 N/A OC,... FRACTION - ACID COMPOUNDS IA. 2*Chlorophano kg/D <10 N/A IH67*81 x x <10 N/A 1 ug/l 2A. 2,4*Dlchloro*
phanol (120*83 21 x x <10 N/A
-**- - - - - - - * - - - - - - *-*-*- - **----*t-* -*--** - --
1 ug/l kg/D <10 N/A 1 3A. 2,4-Dlmathyl phanol 1105*67*9) x x <10 N/A 1 ug/l kg/D <10 N/A 4A. 4,6-Dlnitro O Craaol 1&34*62
- 11 x x ---~!?Q ________ .. N_ilt ____________________ ***-**-**- *--* 1 ug/l kg/D <50 N/A 6A. 2,4 Dlnllro*
ph*nol (51 *28 5)
~---I-----
x x <50 ---~[A_____ _ ug/l kg/D <50 N/A 6A. 2 Nurovh111nol (88 75 5) x x <10 N/A ug/l kg/D <10 N/A 7A. 4 Nitroµhe11ol CIOO 02 71 X x <50 N/A ug/l kg/D <50 N/A
- ------ I HA P C.hlu10 M Crei.ol C!J~ hO 7) x x <10 N/A 1 ug/l kg/D <10 N/A 1
~JI\ 1-'ttlllcH.hlurcJ plu:nol llJ} Ufi b) x x <50 N/A ug/l kg/D <50 N/A 10/\ .. l11:11ul llOH U!.J :n x x <10 N/A ug/l kg/D j <10 N/A 111\ l..4.l1 I II
.1ol1J1111ilu.:1111I x x <10 N/A ug/l kg,'D I <10 N/A
- 1111 (U1 .!J
CONTINUED FROM THE FHONT I. POLLUTANT AND CAS I---
l MAHH 11*
NJ0005622 J EFFLUENT DSN 485
---MAXi ____ M_J ___ **v-vALUE"" C.i. oNG ,.---M-- --*-~-VALUE
- . UNl15 5
INT At< L {*'1'"1111}
la:::*p~.::* . c;.:~ VAL~~ ~~-- _i._Jf;~~'lk~~- ---- ~--ttr!!~~~r:f ___ d:N*~ OL F C~NCtrN . I . O N ( . IEAM h NO or NUMBER l*/a"*d*blC"I
- P** **
a~!.* -~ ** ,.,,
a MAXIMUM DAILY l
-~~J;l~~ ___ !_~L_::.** __
I*
';~~"-~~*,* .. ~!!!!~ f---~~"":_*** ___ !_~~~~!*~~!~~
___ ._ILi :..:_"_*___ -~-~£-~-
e I RATION h MASS
.. ..l!J.VLft/l!(f...._yfj\_.!.l.I. __
l*I '"H' r~ IJI .......
ANAL.
VS.llS OCIMS FRACTION - BA8E/NEUTRAL COMPOUNDS_~---
18 Acenaphth*n*
183*31*111 x x <10 N/A 1 ug/l kg/D <10 N/A
- 16. Acenaphtvlene X 111111911*81 x <10 N/A ug/1 kg/d <10 N/A
- 38. Anlhrec-1110.11-71 x _ ~- _ <10 --+--Ne/~- I ug/1 kg/D <10 N/A
- 48. B*n1ldlne 1111a1.s1 x .! __..c<,,80=----+--lUlL ___ ~--* _1!91L ~g/Q.
<80 N/A __ ~-1__
118. Henao faJ Anthr-
~_.,111"'*'"'-11"'11-".3"--1_ _....__
<10 x_ . . _ __,._x_~______________ N/A ~ _______ . .1 - ug/l kg/D .(.10 . N/"
llB. ll*n*o f*I rv*- 1110.ua1 x x <10 I ug/1 kg/D <10 N/A
- 78. 3.4-BenlO*
~--*-
ftuoren1hene 1111111111*11 x x <10 N/A 1 ug/1 kg/D <10 N/A 1111. B*n*o fplJ PervC.-
11111-14*11 x x <10 N/A_ 1 ug/l kg/D <10 N/A llB. Ben1ofltJ Fluoranthen*
110J.llll*lll x x <10 N/A 1 ug/l kg/D <10 N/A 108. 811 fl-Chloro-j~~f.ll.~*thene X x <10 ug/1 kg/D N/A 1111. 811 fl*ChlorD'
.. ~l~.-- 1.. <10
- Ul!llJ Ether '
J111-41-41 - .JL.. __x_ <10 ___ JW~---- kg/D <10 N/A 129 11111*"*-"
.....,.111w11m-*11 x x <10 N/A 1 kg/D ~(A ____1_._
1311. Bia f2*1i'lhyl*
- --- . _ug/l <10 h**11IJ Phlhelele 111Ul1-71 x x <10* N/A 1 ug/1 kg/D -~10*. -~ti\ - __ ,___! __
1411. 4-Bromo-
~vl Phenvl
.._E_ther-~l-10_1_*11_11_-3-'l-4*-X x <10 l'V~- - -
ug/1 kg/D <10 N/A 1 1118. Butyl Ben1yl Phthelete (811***7 X x <10 N/A ug/l kg/D <10 N/A.
1118. :l*Chloro-nephth*I-a.-::111~1~*118=-*1~1---~-X-~1 _ _,___x__.._~<~lQ __ _,__~N,ul/~A____ ug/1 . kg/D N/A 118. 4-Chloro- ----
- =:::=*~131 X X <10 .... ____ _
N/A ..
L ug/1 kg/D <10 N/A 188. Chrv*ne 11111*01111 x x N/A ug/L kg/D <10 N/A
<10 198. Dlben10 fa.llJ Anlhracen*
163 10 31 x x N/A ug/1 kg/D <10 N/A I
<10 1 *----
208. 1.2-Dichloro ben*ene C96 60 11 X x <10 ug/1 kg/D _J N/A 1 <H! N/~
218 1.3 Olchloro lumume (641- 73 1 X x <IO N/A 1:
ug/1 kg/D <10 N/A EPA Form 3510 2C (Rev 2 851 PAGE V*6 CONTINUE ON PAGE V 1
CONTINUED FROM PAGE V-6
- I
/.,,,,, "lJ*1111111r*d OA111 l'Vo .'UOCJ 1111~ 'J A11111111111lr~*/>llc*'> ' / l/ H!>
4 IJNI r~ ~ IN IAKI:. {**/lf'j"'lJ/)
.. I ()NC> ILHM
11 NO OP l'!:V~~t!\~l. V~h!l~- ANAL (o) 1 * * * *
- 1 NI Iii .. ,. * ._ 'Y!l.1:5
. x
_ _ '.I,._ --**- L.._
<IO 1 ug/I 1-.g/i) <10 N/A __l
- Z3B. 3,3'-Dlchloro benzldlne 181-84*11 x x -~zo _____ ,__JUA .. 1 u9/l kg/D <20 N/A
- Z4B. Dl.ihvl Phlh*l*t*
IB4-118*:ZI x x <IO N/A 1 ug/l kg/D <10 N/A 1 21iB. Dlmethvl Phlhelel* x x N/A N/A . --*-- 1 --
1131-11-3) <IO 1 -~~!..1. k9/D <10 -- - . -- _ ___;..
211&. Dl*N-Butvl Phlhmlea.
IB4-74-21 x x <IO N/A 1 ug/l kg/D <10 N/A 1 27B. 2.4-Dlnltro*
IOIUM* 1121-14-21 x x <IO N/A 1 ug/l kg/D <10 N/A 1 2BB. 2,8-Dlnltro-1olumn* lll011*20-21 x x <IO
- - -- .. N/~--- ----- -- 1 ug/l kg/D <10 N/A _! __
28B. 01-N-Octvl Phth*l*I*
1117-84*01 x x <IO -~/A 1 ug/l kg/D <10 N/A ____ J 30B. 1,2-Dlphmnvl-hvdrulnm (* A*o-
/Jcruene} (122-68*1 x x --~O. ..N/A ____ .*. -*-- ---*- *- - 1. ug/l kg/D .<10 .N/A _}
31B. Fluor*nthent1 1208-44-01 x x <IO N/A 1 ug/l kg/~ <10 N/A 328. Fluorene
~3- _,~X-~-~--- . L --~19____ __ _JY~-----
11
___ _ .1 \!9/1 kg/D . <10
,._ Hluclllof....._,, I
~1 ~ _ _ _x._ ____ --L ... GO ____ --* ...N/A__ .1 ug/1 kg/D . <10. N/A ..... l 348. H ....
chlorobua.dl-1111 *eB*31 x x <IO N/A 1 ug/l kg/D <10 N/A 31iB. H .. mchloro-cvcl-a.dlene 171-47-41 x
--- -- -- ~
x <IO .... ~/~----*-*- 1 ug/l kg/D . ~10. ~/A_ _J 311B. Hexm:hloro-
- thmn* 1117-72-11 x x {ln
. .&.J..IL-._ _ _ _ _ _ _ _ _ _ _
- NI.II
---**-* -*-** 1 ug/l kg/D <10 N/A
. ---- ---* 1--------- ---- - - - - - . -
318. lndeno ge':t'.'~~Jrv**- x x <IO NIA 1 ug/1 kg/D <10 N/A
~;.;.;;..:....:..:....:._;__ _ _+---4----l--+--------+--"-*---*--*--- .._ ____ --------- -- -- *--- --*
388. leophoron11 L-1_1a_-_11_11_-*_1_ _ _..._"X'~- _ _ ~~- __<_Ml______ tf/_A ____ _ 1 ug/l kg/D <10 N/A 388. N*phth*l*n*
_______ _ . L
.__ (91-20-31 X ..
<10 N/A 1 ug/1 kg/D <10 N/A 400 Nluob*nzone 198 95*31 <10 N/A 1 ug/1 kg/D <10 N/A x
41 B. N*Nitro-sodunethyleminu 162 75 DI x x <10 N/A ug/l kg/D <10 N/A 1 428. N Nitrooodl N Propylamine x x <10 N/A uq/1 kg/D <10 NIA (621 64 I)
,*11NllNlll llNHIV~RSI
CONTINUED FROM THE FRONT NJ0005622
- DSN 485 J. MAHM *x* 1 t:F I LlJt.:Nl 4 lJNI I'>
438. N*Nltro*
10dlphenylemlne 188*30*81 x x <10 N/A I ug/l kg/D <10 N/A I 448. Phenanthren*
I 186-0Hll x x -<10 N/A 1 ug/l kg/D <10 N/A 468. Pvr*n*
11211*00*0) __ 1( L <10 NIA I un/l kn/D <10 M /II 1 488. 1,2,4 - Tri*
chlorobmnHM 1120-82*1) )( x <10 N/A 1 ug/l kg/D <10 N/A 1 OCJMI FRACTION - PESTICIDES IP. Aldrin
,.....1308*00*:11 . --- - x
~---- -
2P. U*BHC 1319-84*61 x 3P. /l*BHC 13111*86 11 x 4P. '}'*BHC:
168-&9*111 1--
x --- --------* -- --*---------~---
6P. 6-8HC 13111*86*81
_ _ _ _ _ _ _ _ _ ,_ _ _ _ I - - - - --
6P. Chlord*n*
167*74*111
1----+----+-_x - *-* - -- --*----- -- . **--*- - *- - --- -
7P. 4,4'-DDT 1110*29*31 x BP. 4,4'*DDE (72*1111*111 x -- **---*- -- ---* -***
9P. 4,4' DOD (72-64*81 1 - - - - - - * - * - - - **-- ...x lllP. Dieldrin 160 57*11
...X 1 IP. U*Endoaull*n 1115*29*71
+----- -- -* --X 12P. /l*Endooullen 1116*211*71 x 13P. Endooulfen SuHa1e )(
11031-0Hll 14P. EncJno c 12 2081 1----- -**. ~-----
x 1 bP fmJrm AhJttliyde x
I 17421 93 41 t-- *-- -----
16P I htpteLhlor 116 44 81 x
EPA Form :J510*2C IRov 2 851 PAGE V*ll CON flNlll ON PAGE VII
CONTINUED FROM PAGE V-8
- I
/p11/1>IJ1/llOV1*1/
UMIJ Nu .'011/J UtJ!)'I
... ,.,,,,,.,,,,,,.* ,,,,t.... 1..> _, tJ:1 4 lJNI I (J ~ JNl A Kl- l*'l""'JI) ol NO Of *I I C>N<* 1 l HM 11 NO l)t ANAi.
d C ONl t N IJ MA~~
~\J~l(!"*-~l V~~~~- ANAl IHAllON ltl. ..... * .. Id ....... -. V~E~
V~I ~
17P. Heptechlor Epo*lde C1024-67-JI x
18P. PCB-1242 163469-21-UI x 1UP. PCB-1264 C11otl7-6U-11 x
2CIP. PCB-1221 111104-28*21 x
1------ - - - - - - - - - - - - - ------ -------
21P. PC8-12J2
.1_1_1_1_41_-_111_-_&_1_ _1-----1---.-L~-------~-----
22P. PC8*12"8 c121172-2&-lll _x.._
2JP. PCB-12110 Cl lOlle-82-111 x
+-- -* -- *- *--
24P. PC8-1016 1121174-11-21 lt----------1--- -
x 21iP. Touph*n*
18001-36-21 x
PAGE V-9 EPA Fmm 3110-2C !Rev. 4-841
- Indicates compound found in blank.
Salem Generating station
- NJPDES Permit NJ0005622 APPLICATION FORM 2c-v EXPLANATIONS - DSN 485 This outfall is one of the six (6) non-contact cooling water outfalls and is primarily Delaware River Estuary water. Analytical results from each outfall are a composite of the six outfalls with the exception of temperature, flow, and total residual chlorine for which routine independent analyses are performed.
PART A The intake analyses are based on Delaware River Estuary samples taken in accordance with the application protocol. Although the intake and effluent values are similar, the previously established sample acquisition variability is evident.
PART B and PART c --
Total residual chlorine was analyzed due to the addition of sodium hypochlorite as a biofouling control agent in the service water system . . Other parameters marked as "believed present" are so indicated due to their presence in the intake water and current or historical analytical data was provided to demonstrate the presence of these parameters in the intake
- SALEM GENERATING STATION DSN 485 NJPDES PERMIT_NJ0005622 RENEWAL NON-CONTACT COOLING WATER PERMIT
SUMMARY
TABLE SHEET 1OF1 PARAMETER EXISTING PERMIT FILES swas DRBC PERMIT RECOMMENDATIONS NOTES LIMIT FREQUENCY TYPE LIMIT FREQUENCY TYPE Flow 361.19 Avg. N/A N/A (MGD) NIA Calculated NIA 532.80 Max. N/A Calculated N/A 5 Temperature Deg. F (Deg. C) N/A Continuous NIA (14.62) Avg. N/A N/A NIA Continuous N/A 2,6 Influent (28.90) Max.
Temperature Deg. F (Deg. C) 115(46.1) Continuous NIA (22.64) Avg. Max Max 115 (46.1) Continuous N/A 1,2,7 Effluent (39.30) Max. 86(30) 115 (46.1) Daily Max.
Temperature Difference 27.5 (15.3) Calculated NIA (8.08) Avg. N/A N/A 27.5 (15.3) Calculated N/A 2,8 Deg. F (Deg. C) (19.42) Max. Daily Max.
Heat, Facility (MBTU/HR) 30,600 Calculated NIA 12331.72 Avg. NIA N/A 30,600 Calculated NIA 2,9 19476.72 Max. Daily Max.
Chlorine-Total l 0.3 Monthly Residual (SWS) 0.3(AVG.) 3X/Week Grab 0.01 Avg. NIA NIA (Avg.) 3X/Week Grab 3,10 (mg/I) 0.5(MAX.) 2.60 Max. 0.5 Daily (Max.)
Chlorine-Total Residual (CWS) 0.2(MAX.) 3X/Week Grab 0.02 Avg. NIA N/A 0.2 Daily 3XJWeek Grab 3,10 (mg/I) 0.26 Max. (Max.)
6 Daily pH (S.U.) 6(Min.) Weekly Grab 5.8 Min. N/A N/A (Min.) Weekly Grab 4,11 9(Max.) 10.0 Max. 9 Daily (Max.)
Salem Generating Station DSN 486 NJPDES Permit NJ0005622 Non-Contact Cooling Water This section contains only the EPA 2C-V Forms and the Permit Summary Table for this outfall. Explanations of notes, discussions of the waste stream, and further comments are combined and included as Tab 2C-V, DSN 481 - 486 .
"'"""I
- I
<J PLEASE PRINT OH TYPE IN HIE UNSHADED AliEAS ONLY. You may rcpurl some or all of lhi~ information on separa1~ she~ls {ust! 1lw lodtUe lonnJt) 1nslcJLJ of co111pltH111u lhe~c pt.1ycs.
EPAl.r; *NuMot.u ,,..,,,,.fr..... ,,,..., 1 .. 1 l,*1111 *11*1***"'"
t lf\.111 Ne- .'t11,1* 1lt1~1 1 1 I SEE INSTRUCTIONS.
"'g; Ll. NO
() V. INTAKE AND EFFLUENT CHARACTERISTICS (co111mued from pa!Jf' 3 of Form 2-CJ w PART A* You must provide the results of al least one analysis for eve1y pullutdnt i~~*~ li1hl~_0~plc1~~-~~~-1,_11 ~:*'"~-~~*.!~II_ s.,., 111rn111.111111> 1,,, <1dd1111111.il .i.,1,11h
- 2. EFFLUEll.T 3 UNITS 4 INIA~l /*'?'li.*11.1/I l1lu11~1
.____ ( ... 1*1*n1' If
-- - ,, I <~N'* I t UM Lt NO Or-l!>.\l.t.UA!... ll.AJ..U.t.
d.CONCEN-THATION .............
,- l*I 1.-1 ~-
ANAL'r'St:.S
- - Bloch*mic*I Oxygen D*m*nd 2 6 3677 2.4 3394 a;lc;.B_O..:;.D~J----1~--*-----4------'------~-------'------1-------* ____ L ____ . *---- mg/_l_____ _
- b. Chemlcel Oxygen Dem*nd 21 29705 mg/1 66484 (CODJ 1 kg/D 47 1
- c. Total Org*nic C*rbon (TOCJ 2.4 3394 3677 1 .-- _!!!9{! __ ~91~ 2.6 1
- d. Tol*I Sulj)end8d Solkh (TBSJ 40 56582 1 mg/1 kg/D 60 84874
- . Ammoni* '"'NJ 0.16 226 1 0.21 297
--- mg!_~ -~g~D 1 VALUE VALUE VALUE VAi lJL I. Flow 553.50 N/A 373. 73 Cont. N/A MGD 353.03 Cont.
4----*---
VALUE VALUE VALUE VAi lJI
- g. Temper*ture (wl11t~rJ 33.60 N/A 17. 27 Cont. 8.78 Cont.
VALUE VALUE VALUE VAi IJl
- h. Temper*lur*
(owmmerJ 36.60 N/A 32.36 Cont. -"C 25.21 Cont.
MINIMUM MAXIMUM MINIMUM MAXIMUM I.pH 6.10 8.70 N/A N/A 260 STANDARD UNITS PART 1- Mart ""X.. in column 2-a for a.ch pollutanl you know or have rNIOfl lo bulieve is pr...n1. Mark ..X.. in column 2-b for each pollu111n1 you believe 10 be obsun1 II you ma1k column 2o to1 any pollu111111 which is limited elth..-direc:tly. cw indifecdy bul upr-'Y. in an affluent timilalionaguidaline. you mual provide the r&11ul1s of at lealll one analysis for 1ha1 p<. llu1an1 For 01he1 pollu1an1s foi which you mark column 2a. you mual PfOVidaquantitative data or an 011planation of thair preaance in your discharge. Complete one table for each outfall. See the 1nstruc11ons fOJ add111onal details and requ11em11n1b I N .... Jt' AN Al V~I:.!.
- a. Bromide 124969 67-9) x
_._____,______.__ ------+----*--*-*- *------**----+-------l-------~----t-----+------+------!.-------+----4
- b. Chlorine,
<0.01 14.15 4841 mg/1 kg/D <0.05 Tot*t Re1idu*I x 0.63 891.18 I
N/A
- c. Color x CLPT N/A 20 N/A cl. f e1;al X
MPN Cullforn1 100 ml N/A 488 N/A 6 o f-luoruSe 116!1844881 x mg/1 kg/D 0.14 198 6
---~-!.--..J----l------l-------l--------l--------l------+-------,l----+-----+-----t----~--4-------+-~~-f
- f. Nitr*te-Nltrll8 (01 NJ X mg/1 kg/D 5 .12 7243 105 PAGL V I FPA Fo1m 3510 2C (Rev 2 851 CONllNLH ON Ht.VE:HSt
- ITEM V 8 CONTINUED FROM FRONT NJ0005622
- DSN 486 I. POLLUT*
ANT AND CASNO.
a MARK 'X' b ..... a. MAXIMUM DAILY VALUE 111vau
~--v.~r:i u-
, l*I f:.-1 ... ,. **
- l. EFFLUENT
- b. MAXl"}tJ'!~R..'i:C{ VALUE
... l.1) NAUI c.LONG Tnr.:~
l..U,..<.IL,.THAllON
. ba'£r.'f*
1.d VALUE MA:ll.5
,, NO 01 ANAL VS.LS 4
- d. CONCt:N lNATION UNI I'°'
.. MA:~*,
~ INTAKE /*'JJl111111JIJ 1.1-*---~--=-~,-
1 A~lli:~tt!i Ji"1~n. 1 NO Ut AN Al V5'.Eh CUNll,;&"T"Al1ur. COhl..CNrHAllON
- 11. lllhroeen.
Tohll Or11"9nlc l*NJ x mg/l kg/D 0.845 1193 6
- h. 011 and or-x mg/l kg/D <0.85 N/A 1 I. ,.ho1Phoru1
~----- ------ ----- ..
,,.. PJ, To11I x mg/l kg/D 0.27 381.45 1 11n3;14-0I J. RedlolCClvlty ~---
111 Alpha, Toni x ----- -------
pci/l N/A 1. 3 N/A 48 121*11a.
ToUI x pci/l N/A 43 N/A 48 Ill Redlum, To-.1 x pci/l N/A 15.5 N/A-- 48 141 Redlum an. Tohll x -------*---- t - - * - - - - pci/l N/A 15.5 N/A 48 k.lulf-(u 1104) x 1149118*71UU Llu"ldl x
mn/l kn/n f;f;O N/A I rn.t .....
,.. OJ) 1143111-40*31 x ----** -***
"'~ x <0.01 N/A mg/l kd/D 0.02 N/A 2 e.A...._, --
Toul I 7429-IHMI I x ****--- *--* ------
~----
otal (7440--31 x TOUI (7614).43-al x 0.24 351.02 mg/l kg/D 0.38 536.86 I
- r. ..-.,
ToCll 17440-...*41 x
- a. Ir-. Total 114311_.D-*I x - *-- - - - - - - - - - - - - - - ----- ------
mg/l kg/D 2.68 3786.27 1 t.M.....ium.
Tout 17"38-811-41 x mg/l _.kg/E_ ___ 2.66
----*-- t-----
3758.02 1
m, Tolll 114311-118-71 x ------* ~-------- --------- *---~----- --*-----*** - ---- -- . - - . ..
- v. M.,,..,_,
To1al 11439 96*61 x
- w. Tin. Toul 17440-Jl-61 x I
"* Tltenlum, Tot*I I /440 :J2 61 x
EPA Form 3510 2C IHHv. 2 85) PAGE. V Z ClH\11 INIH lJN l'J\lit: V ]
- CONTINUED FROM PAGE J Of- FORM 2 C Ef"A I U NUMBt..ff NJ0005622
(~*u11..., i1um llt;m I of l-"1~r~11 *;; OUTFA.Ll. NUMHLH DSN 486 I ,., ,,, ,,,, .,,, .. ~ 1*.I 111l1ll IV1* .*ouo 00~~1
,.1,,,..,.,11,1/ * .,,,,,.::i.
I.I .II H!J PART C
- H you are a primary 1ndus1ry and 1h1s oulfall con1a1ns process wastawaler. refer to Table 2c-2 1n the 1ns11uc11ons to de1tum1ne wl*u:h ol llm GC / MS Ir**< 111*11~ y11u 111u~1 It:~* lur Men* *x ** in colun1n 2** for all such GC/MS lracuons lh*I apply lo your indu&lry and lor All lo*1c melal&, cy*mdes. and 101al phenols II you are no1rt1quored1u mark uil1111111 2 d ,,.,,..,,,.,.,, y 111du~u111*. nonp1oct1u w**r*w*ret autl*lls. *nd non1equ118d GC IMS l1ec11onsJ. mark "')("' m column 2-b lor each pallulanl you know or have reason 10 htllu*v" 1~ vresern M,uk **X 111 column 2 c lur t1ach pallu1an1 you beli*v* 1& *b1en1 II you m*rk column 2* for *ny pallul*nl. you musl provide lhe resulls of al lea&I one analysis for lhal pallu1an1 II you mark column :lh lu1 ""V 1mlh1ldlll vuu musl vrov1d11 lh11 r11&ull1 ol al l*all one an*ly11111 lor lh*I pollul*nl ii you know or have reason lo believe II will be discharged m concen1ra11ons of 10 ppb or u111a1er II you mark <.011111111 2h 1..1 dLtOI""'* acrylo111111111. 2.4 dinilrophenol. or 2*m*lhyl 4. 8 dinilrophenol. you mual provide 1he resul111 ol al lealil one analysis lor each ol lhese pollulanls which you know or havc "'"~"" 1u IJch"v" '""'you d15ch*r11e m concmntr*uona ul 100ppbor grNler. Olherw1n. lor pollulanls ior which you mark column 2b, you musl e11he1 submn al leas1 one analysis or b11elly 11.,s1 rrlu* 1hc 11:<1su11s '"" 1JOllUld1111s t1*1J8Cledlo be d1ach**u-<I Nol* lh*l lh*r* . . . ..,Ihle
. p8'1. pl***e review each c*relully Complete one 1able (ell 7 pagesJ lor each ou1lall s.,., msu uc11uns lur ddd111undl <J"larls ;md 1equrrem*nll I. POLLUTANT Z. MARK*** *.<' l. EFFLUENT 4 UNI IS 5 INTAKE ("Pll<HIOIJ AND CAS NUM8ER *:::* ~==* ~.::* ** MAJI VALUE b. MAXl"Jff:..MaYt:l VALUE c.LONG T.fr..~olta\l:f* VALUE rJ NO o r d CON(..EN a!s\.OJ.S.G* L.._f!M,~
- "'-""-~...;....--""
b NO GP l*lav**i.bi.J Q;t.. :::; ~t'T CONC**** . . *** ...... CONC*~*J.. ,.uoN .... ..... C.oNc.!~*HAtlUN ,,, ..... "v';;:~ lRATION ** MA'>':lo **t~.u'f~::** *.* ..... "w~=~*
1-M_E_T_A_L'-S"-'..;:;C...;.Y.;..;A;;..;N;.;.;ID;;.,E;;:.:*...;.AN=D;:.....:.TO:::.T..:..A;...:.:::.L..:..PH:..:.;:.ENO:..:..=.:::LS=----1-------+------------.l.--------e-------4--*-- _ _ _ __ ___ . *- . - ----1---*--*----+.----f IM. Antimony, Tolll 17440*36-DI x x <0.005 N/A 1 mg/l kg/0 <0.005 N/A
--~--4-*------1----..C....---f*-------** *-* ----****-* --***-** .. **-* --- - - *--*- - ---- -- -- --- -
2M. A"enic, Totel f1440*lll 21 x x <0.002 N/A 1 mg/l kg/0 <0.002 N/A 1--------tf --- -- - - . *- - _______ ..__ _ _ _ _ _
3M. Beryllium.
Tol*I, 7440*41*11 x x <0.0002 N/A 1 mg/l ~g/0 <0.0002 N/A 4M. Cmdmlum.
Tot*l 17440 43 91 x x <0.002 N/A mg/l kg/0 <0.002 N/A 1 - - - - - - - - - 1 * - **-*
6M. Chromium, TOl*l 17440*41*31 1 - - - - - - - - - -
x . -x-* -* --
<0.002 N/A mg/1 kg/0 iJ.002 N/A x Q_.QQ'L . ---*~'~-*- -- mg/l. kg/0 0.005 7.06
<0.002 N/A 1 mg/1 kg/0 0.002 2.83 x x llM. Mercurv, Tol*I 114311-117*111 x x <0.0002 N/A mg/l kg/O <0.0002 N/A 1 - - - - - - - - - 1 1 - -- -** .. - . ..
llM. Nlclllll. To1*I 17440-02*01 1----------1*-***
x .... *-*
x <0.01 N/A mg/l kg/0 <0.01 N/A UIM. S*l*nlum.
Tol*l 11782*49*21 x x <0.002 N/A mg/l kg/0 <0.002 N/A 11M. Silver, To1el 17440*22*41 x x <0.002 N/A mg/l kg/0 <0.002 N/A 12M. Th*lllum.
TOl*I (7440*28 DI X _x_ <0.002 N/A mg/l kg/0 <0.002 N/A 11--------+- - -* --
IJM Zinc, To1*I 114*0 66-61 x x. <0.02 N/A mg/l kg/0 0.025 N/A 2
....M Cy*nide, lo1el 151 12 51 x x mg/l kg/0 <0.005 N/A
....---------*-* <0.00~ N/~--
15M Ph*nolo, Tot*I x x <0.005 N/A ka/0 0.014 ;N/A 2 DIOXIN 1.":1:-;11*ra1;;*-*-
- 1**
t..l1lo1otl1l1t1nzo f' IJI0.11.UI (I /64 01 hi1 I , .X 1ii£s*c*H-1e_E_R_E~s-u-L~T-s--*--*--**------*- - - *-*
f PA form 3!i10 2C (Rev 2 8!i1 l'A<ol V I CON I INI 11 llN Ill VI 11:.1
CONTINUED FROM THE FRONT NJ0005622 DSN 486 1 II. Acrol*ln 1107-02*8) x x <5 N/A ug/l kg/fl <5 N/A 1--------+--- f--*c 211. Acrylonltrll*
1107-13-1) x x <5 N/A 1 ug/l kg/D <5 N/A 1 3V. B*nz*n*
(71-43-2) x x <5 N/A 1 ug/l kg/[} <5 N/A
. - - - - - - - - - f---------*
411. 811 (Chloro-mel/ayl) E th*r ND N/A 1 ug/l ND N/A lli42-88-1J x x ko/D 1511. Sromoform
<5 N/A 1 ug/l kg/D <5 N/A 1 1-'1_li_-2_l5_-2_1_ _ _-+_~x'-1---f--.._x-+------- > - - * - - - - -*---*
611. C*rbon T*tr.chlorld*
(lill-23-lil x x <5 N/A 1 ug/l kg/D <5 N/A JV. Chlorob9nHn*
.1_1_os_-e_0-_1_1_ _-t-- L __ _ _.!. ____-5_ 5_ _ ._ --*----[l~-- - 1 uq/l kg/D <5 N/A BV. Chlorodl*
bromom9th8n*
...1_1_2_4_-48_-1_1_ _....._. __x_ ------ .L ___<5 ___ _ Nil\ __ _ __________ _ ua/l ka/D <5 N/A 9V. Chloro*th*n*
ug/l kg/D <10 N/A (715-00-31 lOV. 2*Chloro-
- --x x <10 N/A
- thylvlnyl Eth*r X 1110-715.S) x <10
1-*--*-*--*
N/A ug/l kg/D <10 N/A 11 V. Chloroform 117-88-3) x x <5 N/A ug/l kg/D <5 N/A
1-----t---**--*
12V. Dlchloro-f--- - - - * - * - - - - - - -
bromomathlln*
(711-27-41 x x <5 1 ug/l kg/D <5 N/A 13V. Dlchloro-dllluoromath*n*
171i*71.SI x ~ ~--<-10_______ --* __ _Jfj.8_ uci/l kg/D <10 N/A 14V. 1, l*Dlchloro*
athaM (711*34-3) x x N/A ug/l kg/D <5 N/A 11iV. 1,2-Dlchloro-
- th*M (107-(16-21 x -*- __K_ **---- -~§- - - - - 1 ug/l kg/D <5 N/A 16V. 1.1-Dichloro-t---*t_h_v_**_09_17_5_*35_*4_1+---X-ll---+-.A-ll--f---'""'""-"---+---.lll-N/,._A_-+---*---e-*---------t--*----- ----*---~r--...._1-+-'!o!C""~l!........._-!-..!:k~:al.L.!!/Dc..__.f--<~5::!___1-~NL/~A---l-_:..._-........J 1*1v. 1,2*Dlchloro*
proµano 178*87-lil X v <5 N/A ug/l kg/D <5 N/A 1 - - - - - - - i - - - " - - - + - - - + - - l l - - i - - - - - - - - + - - - - - - - - + - - - - - - - - - - - - - - - - - - - - - - - - - - **- --
IBV. 1.3-0IChloro*
p<opylone lli42-7ti-61 X X
+-----+----->----+--~<~5---+-----""N'--'/A~--+---*----+---- _--*---- ..... *--- .- _ uo/l kg/D <5 N/A 19V. ElhylbtllllZ8ne 1-'1_0_0_.4_1_4_>_ _ _t-._x_ >-------- U- <5 N/A ug/l kg/D <5 N/A
-- ---------- 1------ -------- ---**- -------
20V. Methyl Uromuht (74 83*9) x x <10 N/A ug/l kg/D <10 N/A
-r-----r-----r--~~~t--~~~--r~~~--1-~--
~1V Mu1hyl Chlo11d* '7481 31 x x <10 N/A ug/l kg/D <10 N/A t:PA form 31i10 2C (Hcv 2 II!>) PAL.L V -1 CllN 1 INIH ON PAGE V 6
CONTINUED FROM PAGf V-4
- I
,,,,,,,.1,.,,,,,,,.,,
fJl\111 /1111 ,'llllll tlrJ!1'I AJIJl/11\,1/1*,,,,,, ... f.' ,, ti!*
5 INT At< E (o/>l*cmul) d I c 1Nl~ It.HM lo NU hf"
.Allt..!:l~I< "!JJ..a.l...!J...t..._ ANA.I lol * ******* ** 111 MAU* Y~~~
22V. Methylene Chlorld* 116-0ll 2 I x x <5* N/A 1 ug/l kg/D <5* N/A 23V. 1, 1,2,2*T*l***
chloroeth*n*
(111*34*61 x x <5 N/A 1 ug/l kg/D <5 N/A 1 24V. T*Uechloro-
- lhylene 1127*18 41 X. x <5 N/A 1 ug/l kg/D <5 N/A 26V. Toluene 1108*88*31 x x <5 N/A 1 ug/l kg/D <5 N/A 28V. 1,2*Tr*n**
Olchloroethyl*n*
(166-60-61 x x <5 N/A 1 ug/l kg/D <5 N/A 27V. 1,1,1*Trl-chloro.thene 171-66*61 x x <5 .ri/A 1 ug/l kg/D <5 N/A 28V. 1, 1,2*Trl-chloroethane x x <5 N/A 1 ug/l kg/D <5 N/A 1111-00-61 29V. Trlchloro*
ethyl*n* (79-01*61 x x <5 N/A 1 ug/l kg/D <5 N/A 1 30V. Trlchloro-fluoromethan*
118*811-41 x x <5 N/A 1 ug/l kg/D <5 N/A 31V. Vlnyl Chloride 176*01 *41 x x <10 N/A ug/l kg/D <10 N/A 1 OCJMI FRACTION - ACID COMPOUNDS 1 A. 2-Chlorophono 111167-81 x x <10 N/A 1 ug/l kg/D <10 N/A 1
~- --* --------- '--------------~------------
2A. 2,4-0i<hloro phenol I 120-83 21 x x <10 N/A 1 ug/l kg/D <10 N/A JA. 2,4 Olmethyl-phenol ( 105 67 91 x x <10 N/A 1 ug/l kg/D <10 N/A 1 4A 4,6*01nitro 0 Creaol (534-62 11 kg/D <50 N/A
..---------+---__!_ _ -* - x ___ 5~Q_ __ --- -~_m ___ _ -------- *-*-- - - **-- ----*-- - ---
1 ug/l 6A. 2,4 OlnllfO 1*h*nol 151-28 !'II x x <50 _N/A *- __ _ 1 ug/l kg/D <50 N/A 6A. 2 Niuoµhenul (88 75 51 x x <10 N/A 1 ug/l kg/D <10 N/A 1 IA. 4 Nilrot>hu11ul 11000211 x x <50 N/A 1 ug/l kg/D <50 N/A 1 UA P Clilu10 M Cu~~ol (ti~ hO /)
x x <10 N/A 1 ug/l kg/D <10 N/A
~JA t'"11l*h.hlu10 pl1t:nul ttl/ Uli !.>J x x <50 N/A ug/l kg/D <50 N/A IOA Plu:11ol 1 IOH ~!..i :II x x <10 N/A ug/l kg/D N/A I <10 I IJ\ 1.4.(1 I 11
.1.i,J111plu:1111I
'1111 IJh .'I x x <10 N/A ug/l kg,'D ! <10 N/A
CONTINUED FROM THE FHONT NJ0005622
- DSN 486
'5
- lON** llERM IN I At<L (1*11t11m1JIJ h NO OP
... ..AlflUt/\k~ If tll.!lll.___ ANAL l*IC"uHor"" l..f .. *** YS.lr.S 18 Acenmphthen*
(83*32111 x x <10 'N/A ug/1 kg/D <10 N/A x <10 N/A l ug/l kg/d <10 N/A
- 38. AnthrK..,e x ug/l kg/D N/A
- X <10 N/A 1121).12*11 <10
- 48. 8en1ldlne 1112-111*61 x -_!__ _s._80 _ _ ~_JtJA ______ >---- ***- ,__ ____ -------. l _l!g/l_ ~g/D_ - <80 _NL_~ l
_l - ug/1 kg/D <10 .. NJ~
ea. ll*n*o ,., x x l ug/l kg/D <10 N/A l'yr- 1110-32-111 <10 _ N/A. _ . __
111. J,.4*8...10*
fluorentheM l20li-lltl*21 x x <10 N/A l ug/1 kg/D <10 N/A 1111. &en10 (*hi}
l'*ylene 1191*2**21 x x <10 N/A_ ug/l kg/D <10 N/A 118. 8en*o t*I Fluor*nlhen*
1201*-111 x x <10 .N/A ug/l kg/D <10 N/A 108. Bl* 11-Claloro-efltOJI )I) Meth*n*
I 111 _11_ ___,, __X x <10 _f!/A __ - - ug/l kg/D <10 N/A 1111. Bl1 (l-Claloro-eU.>11} Etheo
._1111-44-41 _ ..L_ *-* ___x_ __ <l.Q ________ l'WL __ _ l u9(~--- . kg/D <10 N/A 1n 11112-0.-
,.,.,. 1t1w um-* 11 x x <10 N/A l __ug/J kg/D <10 N/A 138. Bia fl-Bu;;i:-
lau>1ll Phthelete 1111 .. 1-11 x x <10* N/A l ug/l kg/D <10* _N/A 1411. 6-Bromo-p-.yl l'....,yl E - 1101-1111-31 x <10 tiLA_ __ _ ug/l kg/D <10 N/A 1118. Butyl llen1yl Phth*l*te 18&-m-1 X x <10 N/A i* ug/l kg/D <10 N/A 1*a. 2-Chloro-
-hth**-
......1*.._1_-_118.._-_1.._1_-,--t--~- - __!__ _ _s.lQ__ - ,__HLA____ -* -** . -* --* ug/l kg/D <10 N/A 11B. 4*Chloro*
- .:.~2-JI 1-'----'----i---
X X
~--+---i*-
<10 N/A
- 1. ug/l kg/D <10 N/A__ _
UIB. Chry*n*
1211101 81 x x <10
- --** ------~
N/A ug/L kg/D <10 N/A lllB. Olben*o (a,la)
Anthrac:ene 163 10 JI x x
. <10.. N/A l ug/l kg/D <10 N/A
- lOB. 1,2*Dichloro benHn* (96 60 11 X x <10 N/A 1 ug/l kg/D <lQ_ N/I\ _J .
218. 1.J Olchlo10 h111n.r*n* (641 13 I X x <10 N/A l._ ug/l kg/D <10 N/A EPA Form 3510 2C (Rev 2 851 PAGE V*ti CONTINU~ ON PAGE V*1
CONTINUED FROM PAGE V-ti
- \
lv1111 A111uu"1*d UMH No /OOtJ 11u!J ~J Ap11111v,1/t.*,1w1*-. l l II ti~
4 lJNlf'c> ~ IN"f AKl. (**/llllllltll)
. I IJNC. ILtfM II NO or
.1'111!.!f!'\..,*.lll'!b!a. __
I* I * "'" *" l*I - ......
-"HAL V~l5 x - q9 _____ N/A 1 ug/! :..g/i) <10 N/A __1
-*-L--
238. 3.3'*01Ghloro ben*ldln*
C81-IJ4*11 x x . -~20_____ NLA .. 1 ug/l kg/D <20 N/A 248. Dlethvl Phthel*I*
C84-88*21 x ~-~--
<10 N/A ug/l kg/D <10 N/A 21i8. Dlmethvl Phth*lat*
C131-11*31 x x <10 N/A
__,1---*----- .._ __ *- -~!1!) k~/D <10 N/A
- - . _ _ _ _ L.._ _ _ _ _ _
288. Dl*N-Dutvl Phth*late C84-74*21 x x <10 N/A ug/l kg/D <10 N/A 278. 2,4-Dlnltro*
toluene C121*14-21 x x <10 N/A ug/l kg/D <10 N/A . - ---------
288. 2,8*Dlnltro*
toluene C808*20*21 X x <10 N/A 1 ug/l kg/D <10 N/A 288. Dl*N*OGtVI Phth*l*l*
Cll7-84*01 x x <10 1 ug/l kg/D <10 N/A i JOB. 1,:1-Dlphenvl*
hvdrulne (m A*o*
bcn.Hne) C122*88* 7 x x --~.10. _Jt/IL - 1 ug/l kg/D <10 N/A .. 1 31 B. Fluorenthen*
C208-44*01 x x <10 N/A 1 ug/l kg/D <10 N/A 328. Fluoren*
cee-13_.1_1_ _ __,_-"-X__ ~-- __!___ <10 _____ --~/A .1 1,19/l kg/D <10 N/A 1
331. ltoudllaf ..........
~1111*7*-1* - _..x._. __x._ __ GO. .. .N/A __
.1 ug/1 kg/D <10.. N/A. - 348. H.,.*.
chlorobutedl*ne CB1*88*3l x x <10 N/A 1 ug/l kg/D <10 N/A 3fi8. H . . llChloro*
cvcl-tedl*ne C71*47-41 x x <10 NA_____ -**----*- -- 1 ug/1 kg/D <10 N/A_ .. J 388. H**Khloro*
ethen* CU-72-11 x x __ (ln N /II
- --- --- ---* t---------..........._ -- ---- ---
ug/l kg/D <10 N/A 378. lndeno
(~g2:J-33~~~tvrene X X <10 N/A ug/l kg/D <10 N/A 1
..._,;c..:.."--'-.:..__.;___ _+--_-+-----~--- * - * - J . - - - - * -* -* ---t-- -- -
388. loophorone C78*611*11 x -*-
x __<lQ __ - --- HL8 _____ 1 ug/l kg/D .<10 N/A 398. N*Phthel*n*
C91*20 JI <10 N/A ug/l kg/D <10 N/A
.X x 408 Nllrot..umzen*
(90 95 JI <10 N/A ug/l kg/D <10 N/A 418 N*N1,ro-
- x. x sodimenhyl*mina (62 75111 x x <10 N/A ug/l kg/D <10 N/A 4:28. N*Nitrotodl N Propylnmino 1671 64 71 x x <10 N/A uq/l kg/D <10 N/A
, llNfll'Jlll !IN HI V~RSI
CONTINUED FROM THE FRONT NJ0005622
- DSN 486
..=.:*l--* ----*-----*- *- - ,"'"'
I. POLLUTANT ANO CAS J MAHM "X' l l.t I LlJLNl
-t)~MAXIM~M 3.0.DAY VALUE. c:_LONG T~__-,._,,~*_*(l_,:t_,~_.f. VAL*l*JE*
- lJNI I ~.t ~ IN I AKL (*1/111oJlhJ/J NUMBER loi
~:.*.:*'[
~ ,-;-::~* a. MAXIMUM DAILY VALUE -* _ (IJ~~a*~~~~~l .. _ (jf1 d NU Ill ANAi
.. 'ON' l N I. MA~~
1 l,NC.
~ 'w' ~!! P!~...
- 11 UM y ~~ !! !: **~
11 NU Ot AH Al
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I UAJIUN lol * ........ j J .......... Y~t S 1--1-*f_a_*_a_.i_a_b_l*_*i_ t*I "4 .. , .. 1 I I M ...,,. y ~** ~
OCIMS FRACTION - BASE/NEUTRAL COMPOUNDS '""""'""d)
~:.~~-~~~~~lne *- _(_}_Q_ ... - -,-
(85-30*6) X X N/A 1 ug/l kg/D <10 N/A
,1-------+
448. Ph*n*nthr*n*
(86*01-81 x x -<10 N/A _ _--!
- - ----*+-___;.:..._ 1 uq/l kq/D <10 N/A 468. Pyr*n*
...*~1=:19--00~*0~1----1. _1< X.. <10 NIA 1 ua/l I ka/D (10 N/A 1 488. 1,2,4
- Trl-X I chlorobenHna 1120-82-1 I x <10 N/A 1 ug/l kg/D <10 N/A
___F_RA_C_T_ION-.--_PE_S.....T_IC_l_D.,..E_S_~----+------t-------- '-*- _____ _
1-0CJMl - -----
1P. Aldrln C308*00*:ZI x 2P. U-BHC 13111-84*81 x JP. /J*BHC C3111*Bfi 11 x 4P. ')'*BHC (66-89-111 x *- -*-**----*-*-....----*- - ---- ----*- -
6P. 6-BHC (3111-86*81 x
6P. Chlorden*
(67-14-11)
_______ ,_____,______ ___x 7P. 4,4'*DDT x
(fi0-28-31 Bf'. 4,4'-DDE I
(72-&fi*lll 1---------t---. ---
x 9P. 4,4' DOD *1
._'_,_2_-6_4_-e_i_ _ _--t-*- *- __ __ X 10P. Di*ldrin (60 67-11 11P. a-Endoeullen (1 lfi-29*11 1 - - - - - - - - + - - - - -** . --X--
1:ZP. P*Endoeullen (116*211*11 x 1 JP. Endooulfen Sulf*t*
(1031-07-81 x 14P. EnClrin (12 208) t---*-- * * - - - - --
x lbP' l:mJrin Allluhv1Je J.1<1_2~?_=!.".!
x 16P Huptal.hlor 116 44 Bl EPA form 3510-2C (R11v. 2 851 x
PA<<*C.: V*tl CON flNlll ON PAGE VII I
CONTINUED FROM PAGE V-8
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20P. PCB-1221 111104*28-:ZI x
- ZIP. PCB-1232 (11141-111-61 11--------+-*--t--- - x --------1--------
- Z:ZP. PCB*l:Z"8 ll:ZU:Z-211*81
..L 23P. PCB*l:ZllO 11 IOll.-82-111 X
+-- - *-- *-* -- -----
- Z4P. PCB-1016 1121174-11-:ZI X 211P.TOX11phen*
18001-36-:ZI x
PAGE V-9 EPA Form 3a10-2C IRev. 4-841
- Indicates compound found in blank.
f PA f1Hm 1~10 7r IU1*v 'J Afll
Salem Generating station
- NJPDES Permit NJ0005622 APPLICATION FORM 2c-v EXPLANATIONS - DSN 486 This outfall is one of the six (6) non-contact cooling water outfalls and is primarily Delaware River Estuary water. Analytical results from each outfall are a composite of the six outfalls with the exception of temperature, flow, and total residual chlorine for which routine independent analyses are performed.
PART A The intake analyses are based on Delaware River Estuary samples taken in accordance with the application protocol. Although the intake and effluent values are similar, the previously established sample acquisition variability is evident.
PART B and PART c .-
Total residual chlorine was analyzed due to the addition of sodium hypochlorite as a biofouling control agent in the service water system . Other parameters marked as "believed present" are so indicated due to their presence in the intake water and current or historical analytical data was provided to demonstrate the presence of these parameters in the intake
- SALEM GENERATING STATION DSN 486 NJPDES PERMIT NJ0005622 RENEWAL NON--CONTACT COOLING WATER PERMIT
SUMMARY
TABLE SHEET 1OF1 PARAMETER EXISTING PERMIT FILES swas DRBC PERMIT RECOMMENDATIONS NOTES LIMIT FREQUENCY TYPE LIMIT FREQUENCY TYPE Flow 353.03 Avg. N/A NIA (MGD) NIA Calculated N/A 532.80 Max. NIA Calculated N/A 5 Temperature Deg. F (Deg. C) NIA Continuous N/A (14.62) Avg. N/A N/A N/A Continuous N/A 2,6 Influent (28.90) Max.
Temperature Deg. F (Deg. C) 115 (46.1) Continuous N/A (22.64) Avg. Max Max 115 (46.1) Continuous N/A 1,2,7 Effluent (39.30) Max. 86(30) 115 (46.1) Daily Max.
Temperature Difference 27.5 (15.3) Calculated N/A (8.08) Avg. N/A NIA 27.5 (15.3) Calculated N/A 2,8 Deg. F (Deg. C) (19.42) Max. Daily Max.
Heat, Facility (MBTU/HR) 30,600
Chlorine-Total 0.3Monthly Residual (SWS) 0.3(AVG.) 3X/Week Grab 0.01 Avg. NIA NIA (Avg.) 3X/Week Grab 3,10 (mg/I) 0.5 (MAX.) 0.63 Max. 0.5 Daily (Max.)
Chlorine-Total Residual (CWS) 0.2(MAX.) 3X/Week Grab 0.01 Avg. NIA N/A 0.2 Daily 3X/Week Grab 3,10 (mg/I) 0.18 Max. (Max.)
6 Daily pH(S.U.) 6(Min.) Weekly Grab 6.1 Min. NIA NIA (Min.) Weekly Grab 4,11 9(Max.) 8.70 Max. 9 Daily (Max.)
Salem Generating Station DSNs 481-486
- NJPDES Permit NJ0005622 Permit Summary Table Non-Contact Cooling Water Page 1 of 2 Explanation of Existing Permit Reference Notes
- 1. This limitation shall apply from June 1st through September 30th. During the remainder of the year the temperature limitation shall be 110°.F (43.3°C). (Part III-B/C, Page 1 of 7) 2* A) The net amount of heat per unit time is determined by the product of the heat capacity, discharge flow and discharge-intake temperature difference. (Part III, Section 1, I & J)
B) The effluent temperature to be reported on the facility DMRs will, for the discharges 481-483, be calculated as the combined average of each of the separate discharges, 481-483, and will, for the discharges 484-486, be calculated as the combined average of each:
of the separate discharges 484-486. Likewise, the calculations of the net temperature difference will be determined by subtracting the ambient river water temperature from the average effluent temperature of 481-483 and of 484-486. (Part IV, Section 1, I & J)
C) The thermal effluent limitations specified in this permit shall remain in effect until such time as final determinations are made by the State on the imposition of alternative thermal effluent limitations and on the location, design, construction, and capacity of the cooling water intake structures pursuant to Section 316 (a and b) respectively, of the Federal Water Pollution Control Act as amended (P.L.92-500). Alternative thermal effluent limitations or thermal effluent limitations based upon load allocations and other factors may be imposed and/or appropriate mixing zone dimensions may be defined as a result of the determination. A schedule of compliance may be imposed upon the permittee to meet final thermal effluent limitations. (Part III, Section 1, I & J)
Salem Generating station DSNs 481-486 NJPDES Permit NJ0005622 Non-Contact Cooling Water Permit Summary Table Page 2 of 2 Explanation of Existing Permit Reference Notes
- 3. A) These limitations shall apply when only service system non-contact cooling water is discharged. The limitations of 0.2 mg/l shall apply at all other times.
If it is necessary to chlorinate the main condensers, monitoring shall be performed three times per week during the 2-hr. periods of chlorination. (Part III -
B/C, Page 1 of 7)
B) Total residual chlorine may not be discharged from any single generating unit for more than two hours per day.
However, since the permittee has demonstrated that the service water system, a nuclear safety related system, has a macro invertebrate fouling problem, TRC discharges in excess of two hours per day are allowed in order to accommodate continuous chlorination of the service water system, provided that TRC discharges resulting from the main condenser cooling water chlorination do not exceed two hours per day. (Part IV
- B/C, Page 2 of 6)
- C) If chlorination of the main condensers is required, the
- I , I permittee shall notify the Department and monitor total residual chlorine at the permitted outfalls DSN 481 through 486 three times per week, each during a two (2) hour period of chlorination. Monitoring for Total Residual Chlorine (TRC) from continuous chlorination of the Service Water System shall be performed three (3) times per week at each permitted outfall DSN 481 through 486. The amount of TRC discharged from each permitted outfall DSN 481 through 486 shall not exceed a monthly average of 0.3 mg/l or a daily maximum of 0.5 mg/l when non-contact cooling water is not being discharged through the associated permitted outfalls_,
DSNs 481-486. (Part IV-B/C, Page 2 of 6)
D) The permittee shall maintain a log noting the time and duration of chlorination of the main condensers. (Part IV - B/C, Page 2 of 6)
- 4. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units as monitored weekly using grab samples. (Part III - B/C, Page 1 of 7)
Salem Generating Station DSNs 481 - 486 NJPDES Permit NJ0005622 Non-contact Cooling water Permit Summary Table Page 1 of 6 Explanation of Notes
- 5. Flow from DSNs 481 . through 486 consists primarily of main circulating water with contributions from the reactor auxiliaries cooling water (DSNs 481B, 482B, 484B 1 and 485B),
turbine auxiliaries cooling water ( 481C, 483A, 484C, and 486A),
the non-radioactive liquid waste disposal system (DSN 48C),
and the radioactive liquid waste system (DSNs 481A, 482A, 484A, and 485A) . The specific outfalls are shown on the enclosed schematic entitled Non-Contact Cooling Water system and average flow values are shown on the Schematic of Water Flow.
- a. DSNs 481, 482, and 483 are primarily the discharges from the Unit #1 main circulating water system. DSNs 484, 485, and 486 are primarily the discharges* from the Unit
- 2 main circulating water system. The main circulating-water system is used to cool the exhaust steam from the turbines in the main condensers. The only additive to this system may be sodium hypochlorite added to reduce biofouling. Experience has indicated the addition of sodium hypochlorite to the main circulating water system is not routinely required and the addition of sodium hypochlorite to the main circulating water system has not been conducted recently. The existing NJPDES permit requires notification of .the NJDEP prior to reinitiating the addition of sodium hypochlorite to the main circulating water system and specifies monitoring requirements and limitation upon reinitiation. These provisions are adequate to protect the integrity of the main circulating water system and the environment and should be retained in the permit renewal. The flow contributed by the main circulating water system is calculated based on the operating hours of the two main circulating water pumps associated with each DSN and the specified flowrate of each pump (nominally 185,000 gallons per minute by design) .
- b. The reactor auxiliaries cooling system and turbine auxiliaries cooling system are subsystems of the service water system. The service water system provides cooling to smaller, critical heat exchangers throughout the plant. The enclosed schematic of Unit 1 Service Water Flows provides an indication of the type of heat exchangers and systems served by the service water system. The system for Unit 2 is similar. Extensive
- documentation has been submitted demonstrating that the service water system, a nuclear safety related system,
,... ....._.. ._.... .; ~~ ' .
Salem Generating station DSNs 481 - 486
- NJPDES Permit NJ0005622 Permit summary Table Explanation of Notes Non-contact cooling water Page 2 of 6 has a macro invertebrate fouling problem. The existing NJPDES permit provides for the continuous addition of sodium hypochlorite to this low volume waste stream within specific requirements and limitations. Sodium hypochlorite can be added at the pump suction bay and discretely to each ditribution header. These provisions are adequate to protect the service water system and the environment and should be retained in the permit renewal.
The Schematic of Water Flow shows the specific cooling systems, their assigned discharge serial number, and the average flows to the DSN 481 through 486 outfalls. Since the service water system has no feasible path for the addition of any pollutant (other than sodium hypochlorite) and there are no means of monitoring the discharge before it joins with the main circulating water-outfalls, no additional monitoring beyond that currently required in the NJPDES permit is warranted. The service water intake screens are cleaned by applying reverse flow service water and allowing the debris and service water to discharge directly back to the Delaware River. The service water* strainers are designed to remove small particles from the intake water to prevent clogging and damage to the heat exchangers in the service water system. The strainers are backwashed to remove the collected solids using service water and returned to the Delaware River through DSN 488. Any leakage or draining within the building containing the service water pumps, screens, strainers, and associated equipment is directed to building sumps which are returned to the Delaware River through DSN 488. Since sodium hypochlorite is added at the suction side of the service water pumps, residual chlorine will be present in these discharges but this small volume should have no environmental impact.
The flow contribution to DSNs 481 through 486 from the service water system is calculated based on the estimated percentage of service water flow to each of the affected outfalls and the total flow through the service water system. A flow bypass line allows the discharge of the service water pumps to be returned directly to the Delaware River for measurement of the flow from each pump. This evolution is conducted by diverting the flow from a service water pump, at a rate of approximately 12, ooo gallons per minute, back to th.e Delaware River to allow a full flow measurement of the pump capacity.
During this bypass operation, the addition of sodium hypochlorite will be terminated and the discharge to the
Salem Generating station DSNs 481 - 486
- NJPDES Permit NJ0005622 Permit Summary Table Explanation of Notes Non-Contact cooling Water Page 3 of 6 Delaware River will be the intake water from the Delaware River.
- c. The contribution identified as "monitor tank effluent" on the Schematic of Water Flow represents the effluent from the radioactive liquid waste system. This includes DSNs 481A, 482A, 484A, and 485A, discharging to the respective main circulating water outfalls. The radioactive waste system collects system leakage, floor **
drains, equipment leakage, decontamination liquids, washwaters, system drains, ventilation system drains, laboratory drains, and sample wastes from areas of the plant which contain or may contain radioactive materials.
These waste streams may contain trace quantities of organics, analytical laboratory chemicals; decontamination solutions, or cleaning solutions. The primary chemicals used in the systems which would drain to the radioactive liquid waste system include chromates, hydrazine, and boron. Solids created by the treatment of these liquid waste streams are transported to a facility licensed by the USNRC for disposal in accordance with USNRC requirements. These waste streams are collected in tanks, processed to reduce radioactivity, sampled for radioactivity concentrations, and then recycled for reuse if practicable or discharged in a batch mode through these outfalls. The radioactivity concentrations, quantities, and rate are regulated and limited by the US Nuclear Regulatory Commission. The volume discharged is measured on each batch. This volume is a negligible portion of the total flow at the outfalls and is reported in the Radiological Effluent Release Report and not on the Discharge Monitoring Report.
- d. The non-radioactive liquid waste disposal system (NRLWDS) is identified as DSN 48C and discharges with any or all of DSN 481, 482, 484, and 485. This internal low volume waste stream is separately addressed in this application.
The flow component is reported independently on the Discharge Monitoring Report and not included in the flow calculations for DSNs 481 through 486.
Outfalls for DSNs 481 through 483 represent the Unit 1 main circulating water system effluent and outfalls 484 through 486 represent the Unit 2 main circulating water system effluent .
The flow from each of DSN 481 through 486 is calculated as the
Salem Generating station DSNs 481 - 486 NJPDES Permit NJ0005622 Non-contact cooling Water Permit summary Table Page 4 of 6 Explanation of Notes sum of the main circulating water pump run time times the flowrate of the pump and the estimated flow contribution from the service water system as a percentage of the total volume of service water pumped.
Flowrates for the main circulating water pumps and service water pumps used in the calculations are either the design f lowrates as provided by the vendor documentation or f lowrates determined empirically using a test method such as fluorescein dye injection or bypass flow measurements. When the pump f lowrate values used in the calculations changes due to new information, we will notify the NJDEP of the new value to be used and the bases for this value. The total volume in million gallons per day_ reported on the Discharge Monitoring Report will be calculated by evaluating the operatincf condition of each pump (on or off) at least once per hour and calculate the daily flow using the operating hours of the pump times the flowrate. If the normal method of determining pump
- 6.
operability (computer points) in not functional, the operators logs will provide the information to be used in the calculation.
The influent temperature is measured at the intake to the main circulating water structure for Unit 1 and for Unit 2. The temperature is continuously measured at and recorded and a value is input to the computer used for calculations at least once per hour. Since the water entering Unit 1 and Unit 2 is from the same bulk water (Delaware River), if one of the temperature monitoring devices is out of service for calibration or maintenance, the temperature values from the other temperature monitoring device will be utilized for the differential temperature calculations.
- 7. The effluent temperature is measured in the outfall pipe of each DSN 481 through 486. The effluent temperature is continuously recorded and retained in the computer at least once each hour. The Facility (FAC) effluent temperature is reported a-s the flow weighted discharge temperature by multiplying the effluent temperature in each of the affected outfalls times the flow in the respective outfall and dividing by the total flow. This value is calculated at least hourly and the daily average and daily maximum values are reported on the Discharge Monitoring Report pages FAC A (Unit 1; DSNs481 through 483) and FAC B (Unit 2; DSNs 484 through 486) .
If an effluent temperature monitoring device is out of service for calibration or maintenance, the effluent temperature will
Salem Generating station DSNs 481 - 486
- NJPDES Permit NJ0005622 Perinit summary Table Explanation of Notes Non-contact Cooling Water Page 5 of 6 be determined from the effluent temperature of the remaining outfalls considering the plant operating configuration and the flow from the main circulating. water pumps. The current NJPDES permit limits the effluent temperature to 46.l"C
( 115
- F) during the period June 1 through September 30 and 43.3°C (ll0°F) during the period October 1 through May 31.
Since the discharge is located approximately 500 feet from the shoreline and approximately 46 feet below the surface of the Delaware River, there is no reasonable access for contact by **
humans. The Delaware River Basin Commission limitation of 46.l"C (115°F) should apply throughout the year.
- 8. The differential temperature is calculated by subtracting the daily influent temperature for a unit (FAC A or FAC B) from the daily effluent temperature for the unit (FAC A or FAC B) :-
The daily average and daily maximum differential temperature is reported on the respective Discharge Monitoring Report (FAC A or FAC B) *
- 9.
10.
The Facility Heat Release is the total heat release for Unit 1 (FAC A) and Unit 2 (FAC B). Retention of this limitation is appropriate.
Total residual chlorine (TRC) may be present in the service water and/or the main circulating water. Experience has indicated the addition of sodium hypochlorite to the main circulating water system is not routinely required and the addition of sodium hypochlorite to the main circulating water system has not been conducted recently. The existing NJPDES permit requires notification of the NJDEP prior to reinitiating the addition of sodium hypochlorite to the main circulating water system and specifies monitoring requirements and limitations upon reinitiation. These provisions are adequate to protect the integrity of the main circulating water system and the environment and should be retained in the permit renewal. Extensive documentation has been submitted demonstrating that the service water system, a nuclear safety related system, has a macro invertebrate fouling problem. The existing NJPDES permit provides for the continuous addition of sodium hypochlorite to this low volume waste stream within specific requirements and limitations. These provisions are adequate to protect the service . water system and the environment and should be retained in the permit renewal.
Since the TRC limitations change with pump operating configurations, three independent values of TRC are reported on the Discharge Monitoring Report as appropriate, the TRC
Salem Generating station DSNs 481 - 486
- NJPDES Permit NJ0005622 Permit summary Table Explanation of Notes Non-Contact Cooling Water Page 6 of 6 concentration resulting from service water chlorination with a main circulating water pump operating in that outfall, the TRC concentration resulting from service water chlorination with no main circulating water pump operating in that outfall, and the TRC concentration resulting from chlorination of the main circulating water system. Retention of the sample frequency and type is appropriate. -
- 11. Monitoring of pH is required weekly at each outfall DSN 481 through 486. The limitations of not less than 6.0 standard units daily minimum nor greater than 9.0 standard units daily maximum are appropriate.
- 12. As demonstrated in the Total Suspended Solids Variability Study submitted to the NJDEP, monitoring for any additionar parameters is not warranted. The inability to introduce measurable pollutants or measure representative net values in these outfalls denies the applicability of any additional monitoring
- SALEM GENERATING STATION FACA NJPDES PERMIT NJ0005622 RENEWAL UNIT #1 PERMIT RECOMMENDATION TABLE SHEET 1OF1 PARAMETER EXISTING PERMIT FILES SWQS DRBC PERMIT RECOMMENDATIONS NOTES LIMIT FREQUENCY TYPE LIMIT FREQUENCY TYPE Temperature Deg. F (Deg. C) NIA Continuous NIA (15.28) Avg. N/A NIA N/A Continuous N/A 2,6 Influent (29. 70) Max.
Temperature Deg. F (Deg. C) 115 (46.1) Continuous N/A (24.09) Avg. Max Max 115 (46.1) Continuous N/A 1,2,7 Effluent (40. 70) Max. 86(30) Daily Max.
Temperature Difference 27.5 (15.3) Calculated NIA (8.63) Avg. N/A NIA 27.5 (15.3) Calculated N/A 2,8 Deg. F (Deg. C) (20.20) Max. Daily Max.
I
SALEM GENERATING STATION FACB NJPDES PERMIT NJ0005622 RENEWAL UNIT /12 PERMIT RECOMMENDATION TABLE SHEET 1OF1 PARAMETER EXISTING PERMIT FILES SWQS DRBC PERMIT RECOMMENDATIONS NOTES LIMIT FREQUENCY TYPE LIMIT FREQUENCY TYPE Temperature Deg. F (Deg. C) N/A Continuous NIA (14.62) Avg. N/A N/A N/A Continuous N/A 2,6 Influent (28.90) Max.
Temperature Deg; F (Deg. C) 115 (46.1) Continuous NIA (22.64) Avg. Max Max 115 (46.1) Continuous N/A 1,2,7 Effluent (39.30) Max. 86(30) 115 (46.1) Daily Max.
Temperature Difference 27.5 (15.3) Calculated NIA (8.08) Avg. NIA N/A 27.5 (15.3) Calculated N/A 2,8 Deg. F (Deg. C) (19.42) Max. Daily Max.
SALEM GENERATING STATION FACC NJPDES PERMIT NJ0005622 RENEWAL STATION HEAT RELEASE PERMIT RECOMMENDATION TABLE SHEET 1OF1 PARAMETER EXISTING PERMIT FILES swQs DRBC PERMIT RECOMMENDATIONS NOTES LIMIT FREQUENCY TYPE LIMIT FREQUENCY TYPE Heat, Facility 30,600 Calculated NIA 12331.72 AVG. N/A NIA 30,600 Calculated N/A 2,9 (MBTU/HR) 19476.72 Max.* Daily Max.
SCREEN WASH &
- UNIT2 SW COOLERS SERVICE WATER PUMPS I
()
10,000 ClPM TURBINE AUXJLARY COOUNG (1 OF 2 IN USE) 08 NORMAL FLOW 13, 789 GPM 5::0
~
6 z
DIESEL GENERATOR 0 COOLING (3 UNITS)
~ 650/3,360 ClP =*!::
...... 1,400 GPM I UNIT
~~ 'RBINE OIL I\)
~ (1 oil:I1N USE)
OJ w
z c
0 r CONTAINMENT FAN COILS
~ (4 OF 5 IN USE)
STEAM GENERATOR FEED PUMP
- n 3,200-10,400 GPM 160/680 ClP (4 UNITS) I m
l>
0 m
- n CHILLER CONDENSERS AIR COMPRESSORS (1 OF 3 IN USE) (2 OF 3 IN USE) 380 GPM z c
- g z
~
OJ DSN 481
- 12CCHX 10,000ClPM EMERGENCY AIR COMPRESSORS 35GPM 0
r m
l>
- n I
~
0 m
- n AFWRM CLR 10,000GPM CONT. RMCLR
- 11 CCHX AHR RM CLR 45ClP eves RM/LO CLR 78 ClP AHR RM CLR SI RM/LOCLR eSGPM.;,.__ _ _ _ _ _ _ _ _ _~~
eves RM/LO CLR CSRMCLR 25GPM.;,.__ _ _ _ _ _ _ _ _ _ __
170ClP CS RM CLR SGBD HX #11 SALEM GENERATING STATION DSN 4848 OSN "4858 UNIT 1 SERVlCE WATER FLOWS NJPDES PERMIT NO. NJ0005622 NJPOES OLITFALLS - DSN 481, 483, 484, 485 MAY 1990
UNIT 1 SERVICE WATER TURBINE AUXILIARY COOLING NALWDS
(_1_1_B_C_O_N_D_E_N=s=ER~'._____1f__ _ _""/'~--i-~u~Nl;T;2~SE;R~Vl~CE~W~A~T~ER;--~D~S~N;:;~4~81
. # 22 NUCLEAR HEADER UNIT 1 SERVICE WATER
-::__<:::::.____ ______,( 11A CONDENSER
~'-~Al~A~C~O~M~P~RE~SS===-ERS'-=--:-;;:;;-
- ....:.__.<:::::.____ ___,( 12B CONDENSER
--"N,_,,RL=W~D_S_
a:
UNIT 2 SERVICE WATER <(
- 21 NUCLEAR HEADE DSN 482 :::>
- ....:.__..e:..__ _1 ( 12A CONDENSER UNIT 1 SERVICE WATER I--
TURBINE AUXILIARY COOLING CJ)
... w
( 138 CONDENSER~
..=::.:L::___~c 13A CONDENSER UNIT 2 SERVICE WATER TURBINE AUXILIARY COOLING
' DSN 483 DSN 484 a:
w
-a:
w *.I
-'.:'.::L:::__ _____,(218 CONDENSER a:
~
UNIT 1 SERVICE WATER AJA COMAESSORS
- ....::.:..::~-----,(21A CONDENSER NRLWDS
..:::.:::L..__ ___,(22B CONDENSER DSN 485 w
UNIT 1 SERVICE WATER
- 11 NUCLEAR HEADER 0
- ....::.:::::.::::__ _----j(22A CONDENSER UNIT 2 SERVICE WATER TURBINE AUXILIARY COOLING DSN 486
- ....::.:::L:____ _----1(238 CONDENSER SALEM GENERATING STATION
- _-=:.;.L__ ____,(23A CONDENSER NON-CONTACT COOLING WATER SYSTEM NJPDES PERMIT NO. NJ0005622 NJPDES OUTFALLS - DSN 481 - 486 MAY 1990
PLEASE PRINT OH TYPE IN lt-IE lJNSllAlll:U Alll:AS ONl.Y. Yuu 111;,y 1e1111r1 some or allot EPA 1.0. NUMBl:.'.R fcu11.r (rum It-;_~,~ I uf ,.-.,,.,,, I)
I 01111 App1ovt*1/
llus. inlormation on sepa1au: sheel~ /use tlw l'dllW lu1111Jt} 111::.lt~dd ul crnu1>le11n!.) thc~c 1)a9t:s. I !Mtl Nu /1)(/11 llO!>'J SEE INSTRUCTIONS. NJ0005622 A11111ovi1/ CA/'11 t.*~ 11 _I I H!J V. INTAKE AND EFFLUENT CHARACTERISTICS fco111111ued lrom page 3 of Form 2-C) 487 PART A* You must provide the results of at least one analysis for every pollutant in this lilble. Cornµlt!le 011e lable fur edt:h uurl<Jll. Sec 111str11~~irn.~ I~~- d~~~1011dl d~:*~-ll~*--------1
- 2. EFFLUENT 1. UNITS _4:.~N I AK"- f"!:'~'""il) l.POLLUTANT~.-.-M-A-X-IM-~-D-A_l_L_Y_V_A_L_U_*~~*~~~~~~~~~~~~~~~~~~~~~~~~~~----~ N1<*~vffb~n~I
- l.ON*. rtr<M -*~-
1---.,..-,---,.------+--...,..-,...i.:"'-"=;==<-----+---:-l*-,l-'-'----,---------I 11. NO. Ot a.CONCEN- I* M*SS --- .8..\11.liAi.a ~.L...UL .. --- ::N'!':_v~~s (d ... , M A * *
- ht MIU.. I.ii MA~S ANALYSES THATION " l*I Id,.. .. :. ..
1---------µLlltt~!ilJll.6.JWl.£4 &:. ONC I:. .. l'ttATION ..------t--------+---- _. !:£.~!~ '. r: ! ~~~'!
+------r----- --+--------*~----*- --~l~_____m_.~/_l_ Z.4 IND _l __
1 m /1 k d .. __.!+/-]_____ _ IND 1--------tf-----1-------t------+-----+------t----*--- __ l -* -~L__ _.k.gld__ __ 2.6 IND __ l_
+--------!-------+-------
1
- ------1--~---
mg/l _kg/__d_ ---~Q _______ _IND ________ _
_ o.21 ___ . _r~p________ _ 1 VAL UL 0.01 - -
VAL Ul.:.
- g. Temper*tur*
twin tu} 25 "C VALUE
filfl___ ------ -- -------t-~~--1 V A.l.. UE.
- h. Tamparatura
/1ummer} 33 oc MINIMUM MAXIMUM I. pH STANDARD UNITS 6.00 8.00 PART B
- Mark ""X" in column 2-a fOJ each pollu1an1 you know Of have reHOfl lo believe ia preHnl. Mark "'X" in column 2-b for each pollu1an1 you believe 10 be absent. If you mark column 2a tor anv pollutant which ia limiledahher dirac:tly, Of indirac:tly bulupr-ly, in an effluenl llmilalionaguidelina. you mu111provide1h11 reault11 of al loasl one analysis for 1ha1 pollutanl for other pollu1an1s tor which you mark column 2a. you mual providequanlitalive dala or an explanalion of lheir pre1111nce in your discharge. Complele one table for each outfall. See the mstruc1ions lor add111onal details and requ1rem11nt11 I. POLLUT-ANT AND CASNO.
NO.
A.NAL VSES
- a. Bromlda (24969*67-91 x
- - - - t - - ----- ------- -
- b. Chlorina, Total Ra1ldual X
- c. Color CLPT x
1 - - - - - - - t - - - - - --*--. - - - ..-*---- ---.-*-. *-----.- -*
UNITS ~If. 29 ~ Q__ - --- NLA L ____ _
- d. fec*I Colilor"' X MPN/
.. -- -,:-* 100 ml N/A 488 N/A b---*
- e. F luo1lde
( 16984 48-81 x '
mg/ l
- kg/d 0.14 IND 6- ,._.
I. Nitrate-*
Nitrite lo* NJ x mg/l kg/d 6.12 IND 105 PAGLV*t CONTINUL ON Hf VERSE EPA Form 3510 2C (Ruv 2 851
- ITIEll V-111 r:nA TINUED FROM FRONT NJ0005622
- DSN 487 I. POLLUT*
ANT AND CA8NO.
MAllK "Jl' b .**.
- '!:,!'c a. MAXIMUM DAILY VALU*
l*I fol J. EFFLUENT lb. MAAl.,tl':,? **~:' VALUll:
.......... 1'1 C:l:ilJiC T_. .... ~DWI. ~ALUll I NO 01 ANAL
- CONCEN 1RATION 4 UNllS I* MA~._
--~-~a~f~~Jl
.. -1;r-
~ INT A I< E (opl*omllJ
\JRi,E I NO Of AN Al To..IOr.... k x COMt; . . . '1 .. A'llON l*I .. ,., ** CONCaH1'11A'llON cu .. , ......... o .. YSl:.S mg/1 kg/0 0.845
- .. M*'>
N/A YSR*
6
~-*--*-- -----*
IL Ollend*
0.-
x 2.36 0.089 1 mg/1 kg/0 <0.85 N/A 1 l ............
x '* ..
t*l'I, To1.i 1112:S.14-01 mg/1 kg/0 0.27 N/A 1
. . . . . . . . . . .hy 10 "'"""
121 ....
x pcf /1 N/A 1. 3 N/A 48 T....
x pcf/1 N/A 43 N/A 48 1a1....,._.,
x pcf/1 N/A 15.5 N/A 48 141Redlum an.Toue x pcf/1 N/A 15.5 N/A 48 II.-
L ...
~z;;i x
x 1---
~11 &.n/n i;i;n NIA I llCl99-41*al x
..,.,.......**,. x x
<0.01 N/A mg/1 kd/0 0.02 N/A 2 t.=-
.,....*a1 x mg/l kg/D 0.7 N/A 1 x mg/1 kg/O 0.38 I
- - N/A
- 11. .a*1 x
- 11. . . .-41
....... T . . .
t.
x .
1119/l kg/0 2.68 N/A I
11G9*M-41 x mg/l .. __ kg~~--- 2.66 N/A I
~-
ToUI 11439***11 _x .. ~
- ~... - x IJ4311*ff*lll
--- --* ------- -------* -----*-- ---*---**- -**- *---*------- ~------- .. .- ------ -*-*** - . - . --- **- '
w.Tln.Tcn81 l)oi40-l1*111 x
- a. T ..... lum.
Totel x
(1'4032111 EPA Form 3510 2C !Rev 2 851 PAGE V 2 l:llN I INlll ON !'AGE V l
- CONTINUED FROM PAGE J Of fOAM 2C Ff"A 'u NU~*1.R NJ0005622 it"" f*um ,,,.,,. 1 ,,f ,..,,,.,,. *;; Ourf A Lt 487 NUMUt. H PART C . If you ere* pumery 1nduslry end 1h1a oudell con1erns ptOCllH was111w*l111. 111f11r lo J 8bltl 2c
- 2 in lhe rn*l*uclNK'IS lo dll1ermm11 whH'.h of lhe GC: / MS h '" '"""you mm,1 1e~1 ln1 Mar* *')(
- m ctllumn I 11.fll N1* /U II I 00~'1 Al'I""*' *1*111*~ I J II II~
2*
- fOf ell *uch GC/MS hec:11ona 1hel llppfy 10 you* 1ndu*l*Y end 10< ALL toaic meiela. cy*mdlla. end 101*1 phenols II you *111no11equ1111d 1u marl**"""'"' J ",..,,..,,.dd* r mdu~*"*'* "°""'oceu
' *******fer ourtells. Mtdnonrequ*ed Gt/MS *°"*I. m*rll .. x** 1n column 2-b tore.ch pollul*nt you believe** ebMnl II you m81* column 2* fOf - y poffutenl. you mu*I provide 1hll 1nuhs ol el le***
- now or have reason lo bel1ttvt1 *~ p1eMtn1 u .. ,. x 11* c:olunut '1 t: ftH eKh pollutenc rou one enelya1a l0< lhel pollul*nl II you m11r* culumn 211 Im .111y '"'""""' Y"" 111us1 provide th* *Huhs of** ...., one enelysie 10< th** pollutenc if you*- Of h - *-son lo 11111- ti win be ,.scherged m conc11n11e1ions of 10 ppb"' 11'11*1111 II yuu dinilrophenol. Of 2 *methyl 4, 8 dit1i11aphet1ol, you mual provide lhe tHuhe of 81 ..... one 11nelya1s IOf llllCh ol lheM pollutenta wluch yuu .,_or hav., tHd~on lo l"'l111v11 lhdl you dtsch8f. . tn m*** '*"'""'" lb 1.11 """""'* ec*ylunun... 2.4 concen1re11one ul IOOppbOf * - ~. fot pollutenlefor whteh youfllllfltcofumn lb. you mue1 e11i.. eubm11111 i.n1oneaR11lys1sut1H111lly .i..su11"' ""' "'""uns 1hapullul*11l 1!> **i-t*Uo be~....... No1111h1111i..11 * * *
- ltlie pen. pleeM , . . , _ *ech C91efufly Complete one leble (ell 71>>(18*1 for eech oullall See ma1rut:l11H1s lot ddd111un.tl dlt111rts and requ11-*
I. POLLUTANT 1 MAroK *11*
- J. l:FFLUENT 4 UNI JS S INT AKI: l"P"*-1 AND CAS NUM*l:A lo**** h ** c. ** e. llAK VALUa b. MAXl.,ff~*..,Yel VALU* c.LONG Tlr.=.&.ut* VALUll: *I Ho o*
~-\..~'! !,*a~'!'.. ~ NO * *
,~,_,.....,
e*G
- ~ ~~ .
- Y*
CO*C ** , ******* co*c*~*J.......o.. *** ...... c.o.. ca!~*.......... *.* ..... """'
YSES e CONt.1.N 111ATION lo MA~~
- -~...;.T~A;.;:L.::cS*:...;C~Y,;.,;AN:..::.:.::IDE:r"-'..:A.::N.:;D;:..:T.=0:.:T:;:A:.:L:..:PHE~;.:NOL=::*:...__ _-1------1-----...J-----~~-------~t-----*--+--*-* . ____ .. _ *- .. ----&-------+---~
IM. Anllmon.,;
To1el 11440 :18-01 x lllg/ 1 kg/D <0.005 N/A 1------------ * - --- - -----~------*t----- ---- - ----- -- .. - - - --
2M. Ar .... ic. Total kg/D 0.01 N/A
- -- .x. . -
mg/1 C1'40l921 1-------- . - - - - - - - f - - - - - - --* .. __.. _____ - - - * ......... -*. . .... ____ ..
3111.-.,lllum, <0.0002
, ....1. , ...... 1 11 x mg/1 lrg/D N/A 1--------~
4M.C9dmlvm.
Tot*l 114<<143 91 x mg/1 kg/D 0.001 N/A llU Chromium.
Total 11440 47-31 x mg/1 kg/D a.002 N/A ')
x mg/1 kg/D 0.005 N/A 111. .... , ...
fNll*l2*11 x llffl/1 kg/D 0.002 N/A
- M. -cur.,, To*** x 0.0002 N/A 114>>*1*81 mg/1 kg/D
.... N ...... Tot*I
('1440-02-01 X# kg/D N/A mg/1 <0.01
~ -*.
IOM. S*-lvm.
Total C17*2 49 :u x mg/1 kg/D 0.01 N/A I IM 51-. Tot*I 11440 2141 x mg/1 kg/D 0.01 N/A 12M T-llum, Te ... 11440-1801 llg/1 kg/D <0.002 N/A JI.
- Zinc, Total 1144066 61
- x. mg/1 kg/D 0.025 N/A 2 14M Cvemd*.
lo*el C51 11 &I x mg/1 kg/D <0.005 N/A x mo/1 ko/D 0.014 ;:N/A 2 DIOXIN 1.3.-r.i i.,;; ... ** ,, x riiEsc't11iiiAESui:TS ______ *-- -* - - .. --
t.hlu1u1ld1en1u t*
lltU*lll C116* 01 hi f PA forrn 3!'>10 2C IRt!v 1 8!>1 I I t"Al.I V I l'ON llNI 11 11111 111 VI H:.I
.1
- CONTINUED FROM THE FRONT I. POLLUTANT AND CAS NUMBER NJ0005622
- DSN 487 t1f auuddbla*'
111. Acroleln 1107-112-81 x
+---- *--- -** -- ... *- ~--4-----4----+-----4----+- .......
- Ill. Acrylonltrlle (101-13*11 x 311. B*n*ene (11-43*21 X#
411. Bii tCllloro*
... 111YIJ Ether 11142-811* 1 I --- -~x"--f-----+----- - ._ __ . ---*- --*-**---- -- ---- -*** - **--- - -*- -* 1----+-----t-----t-----+-----1--.........
IV. eromoform
- '-1_11_-:ia_*a_1_ _ _-+---t ---1---v-+-------+------*----* ______ . _
ev.Cerbon T etrM:hlollde llH-23*111 x
- - - - - - - - + - * ... - *- ..
BV. Chlorodl*
__ L *------*-** -****-------* *-*-**--------- -*-***-- --*-*
IN'omomethene
- ""1_a_4_**--1-'-1----t*--- -*-*-*- .x.. . *-. .. - - .. r--~--+~~~--+-~~--1---~----+--'-"'-'"--+-....;;..--
llV. Chloroethene (111*00-31 x 1 OV. :l-Chloro-
* - - - - r - - - ------*-*- - - **- -- .-- .r----r-----;-----t-----+----+----1
- lhyhlln111 Ether (110.111-81 x
- - - - - - - + - - - t * - - - - ----*- -- - - - - - - - - - - - * - .. -- **--*--- ~----- -* --
1111. Chlorofcwm
,.,.....31 x
!-'---+----+--- -----------1----* -----** ---* --*-***--* ------ ------
1a11. Dichiaro*
.,.omomelh9ne 1111.aJ-41 x 1311. Dlchloro-t~:~1"::;-u- X#
1411. 1, 1-Dk:hlorc>-
...._ (Jll-34-31 x
1----l----I-*-- * - - - - - - --** -------- *- ----- - - - - 1---*- - .
11111. 1,:il*Dk:hloro*
__,_._0_1-00-2
_ _..........______ . ...L UIV. 1,1*Dlchloro-ethylene 1111*31*41 y 1111. 1,:Z*Dlchloro*
pr-ne 178*87-111
1----l----+-'v,__1------*-+-------+-----*- ---------+--*---- - - ........
UIV. 1.J*DtcNoro-
.....,._ IMZ*Ji-tl x --+------4---**---- --** * - - - ..
19V. Elhylb*nHn*
CI00-41 41 X#
20V Mu1hyl 81ornid111 ( 74 83*9) X EPA form 3ti10 2C CR.,v :l II!>) PA~** v .i
CONTINUED FROM PAGf V-4
- I loll,,l l'\/*J*l1n1**J tJll1H Nu .'fHIO chi~1'J A,..,,,,,._,,,.,.,,,,,: .. I~' II llft
!t INTAl<E /optim,.I}
l (JN(,. lt:HM ti
- .Al/l.lfi"I... l(AI u* h NO OP
.._,,,. ,,, MA** """'
Y!a>lt.5
__ _!~~ ~!!~~ - -------
22V.Meth"-
Chloride 1111*09*21 X# ug/1 kg/D <5* N/A 1 23V. 1, 1,2,2* Tetra*
chlo*-*ha-1711-34-IU x ug/1 kg/D <5 N/A 24V. Tetrechloro-eth"I- 1121*184) x ug/1 kg/D <5 N/A 1 21iV. Toluane ll*-88-31 x ug/1 kg/D <5 N/A 1
-------* *- ~- ..
211V. 1,2-T*-*
Dlchloroath"l*n*
lllill*llO*lil x ug/1 kg/D <5 N/A 1 27V. l,l,1*Trl*
chlor-ahane 111-lili-lll x ug/1 kg/D <5 N/A 1 aev. *1, 1,2-Trl-chlor-th-x ug/1 kg/D <5 N/A 178-00-lil 211V. Trlchloro-
- hv*-118-0l*lil X# ug/1 kg/D <5 N/A 1 30V. Trlchloro-lluoronMlhaifMI 11111-118-41 X# ug/1 kg/D <5 N/A 31V. Vlnr' Chlorlde Jli-01*41 x ug/1 kg/D <10 N/A 1 OCM FRACTION - ACID Cm.otJNDS 1A. 2*Chloruph*no Cffli1*111 x ug/1 kg/D <10 N/A 1
-- - - - 1 - - - - - - f--------- ---*--*----
2A. 2,4-0lchloro phenol 1120*113 21 x ------ - --- -- ,___ _________ *-*--- ------- -- -**--- *---- *- -*-*
ug/1 kg/D <10 N/A 1 JA. 2,4*Dlmathvl*
p"-101 I 105*81 *91
- -- ~--
x ug/1 kg/D <10 N/A 1 4A 4,li*Dlnluo 0 Cr-I 11134-1112 11
__!_ -*-------- -- --*--- !------****---- *-*-* -------- --- . --- --- . - ug/1 kg/D <50 N/A 1 liA. 2,4 Dl!'ilrO*
phenol 1111-28 Iii x ----* ,_______ -- --**- ------ - - ---- -- - -
ug/1 kg/D <50 N/A 1 6A. 2 NllrC1Phenol 188 Jlilil x ug/1 kg/D <10 N/A 1A. 4 Niuophenol 110002 71 x ug/1 kg/D <50 N/A l:IA P Cllloro M C*e*ol l!>Y bO 71 x ug/1 kg/D <10 N/A
!IA **011l*LhlUIO pli11nol ltl/ U6 5) x ug/1 kg/D <50 N/A 10/\ .,llcnol 1100 !lb :I) x ug/1 kg/D <10 N/A llA l.4.ti , ..
.1.1.uuplut11dl I x ug/1 kg.'D <10 N/A tUU Clh :ti
CONHNUED FROM lHE FHONT NJOOOC,1>22 l.k t87
-- -- --~ *~---- ------- * - - - - -------1-------jt-----t 18 Ac9n91Jhth-...
llll 32111 x ug/1 kg/0 <10 N/A 111.Ac-ht".....
IJmHlll x ug/1 kg/d <IO N/A l lll. Anthr*-
112012*71 x ug/1 kg/0 <IO N/A
........ *ktl-1112 87 Ill x ~g/0. *-
<80 N[A * - -l - -
Aft--
118. -*ot*I IH*H ll 1111. llen*ot*I x
x
____ - - - * - - - + - - - - - ~--- ----
- - -*- ------- ----- _l!g/l _
ug/1 kg/D
<10.
N/~
Ill/A
-l- -
P"*-1110-:IJCI ug/1 kg/0 <10 711. 3.4-111-.a*
-*a t2Clallll*21 1111.
P*v-11111-2421 IPll x
x ug/1 ug/1 kg/0 kg/0
<IO
<IO N/A 1
1111. -*at*I FluOfent...._
1207118111 x ug/1 kg/0 <IO N/A ... -
IOll. lllo IS* Cfllo">
- llooo1IU*th-(ll 1 111 *~*,....,,.,.,---i x ug/1 kg/D <IO N/A 1111. lllefS-Cloloro
- "'111 l t -
1111-41 ug/! __ kg/0 <IO N/A 1 I . . . ,,~
- .X --*--- ------- - - * -
.......... lllllUOll x . ug/1' kg/D <10 1311 .... , *.*** ,,,
,...,,,,ri.1-**
1111-e1-11 X#
--- . - -* ug/1 kg/D _qo* !.f/A l p!IMtyl-yl I E - 1101-M-31 x ug/1 kg/0 <10 N/A l 11111 llu1Yl..,..yl x
ug/1 kg/0
<IO N/A
, . ._ 2:e111Dro*
x N/A 1111-M-JI ug/1 kg/D <IO u *.*.c ........ - -* --* -
IE-17-*12*31 x ug/1 kg/D <IO N/A__ I 11111.Chry*M 12111*01 Ill x ug/L kg/D <IO N/A l 111111. 0 ....HO t*.ltl Anlhf'KCne x N/A 1113 70 JI ug/1 kg/D <IO
- zoe. 1.2 Okhto*o j
ben**n* 195 110 II X# I
"'~-.
ug/1 kg/D <IQ... _J
- 1111. 1.l Olchlo*o l_,Hne 11141 73 I X ug/1 kg/D <IO N/A EPA form 3510 2C fRev 2 851 PAGE v -6 CONTINUE ON PAOE V 1
CONTINUED FROM PAGE V-6
- lu1111 A11JJf11v'-
lJl.tlJ Nu :!Of.JU tlf.1!1 ~
A111,,111111I r!'Jmr.\ I 7 .JI IJ~
I. POLLUTANT I MARK *x* J. EFFLUCNT & UNITS __ S l!'f TA t< I:" f**1*t1111111IJ ANO CA& ----- ---- --------------------TERI- - *-1G*-- * - - *---**--- -- ------ -
...... h **. (.. ** *. MAXIMUM DAILY VA.LUii b. MAX1'1ff'!.:&.'lc,v VALUE. C.LONCi T(lfa':alL'f.J:.1. VALUE ** NO Ot
- CONCIEN ii I ONC. 1 I. HM
.._1t~L!.l.I.._ ANAL h .. 0 OP NUM*EA
- -*. -. ~*"a* *::~llJ---.-.--- *--* f I *-- ANA':-* 1RA ... ION IJ MASS
__ ,llV!.!11\!.<
- ~~;*,~:.~,.
,,,..,....,,,,., .a~:,.* .... , ** .,, co .. ~* t*J~~~*--~~.!_:'~~~ !:~~!~*L~.!~.!.!~'!..~~--:'~*~--- _ ~!'~*~~!~----~-~!.~~~~-- ~~-~- ------------ -*-------
f,f .. ,...
Ylllli QCJMI FllACTION - DAIE/NEUTRAL COMPOUNDI tconllnued'
~-~-~--~--------- - - - - - - ----------** --------*!------ ------- ----*- --------
228. I ,4*Dk:hlorO*
-..-111111.49.7 x JJQ/L l.g/i> <10 N/A _ -- _J --
238. 3,3'*Dk:hloro
-*-----+-* . -----
-.11dlne f81*1M*ll x
. -~----+--*--------~---
Ufj/1 kg/D. <20 N/A 248. D ... hVI P'hdwi.t*
184-1111-21 x ug/1 kg/D <10 N/A
......,..,,.-------+--. - - - ---- --------------- -- -* - - - - ---- --
2&8. Dlmethvl P'hlheletll 1131*11*31 x <10 N/A 1 h:s=-:;:r='z--=::--t-"'7" ----+-----+------+------+----- -- .. *- - - - *---- - ..... - .. -
HB. D*-tw*Butvl P'htheletll 184-74-21 x 1 - - - - - - - t - - - - + - - - - t - - - - - - - - - + - - - - - - - - ,,__ .. - - --
ug/1 kg/D <10 N/A 1
278. 2,4-0lnllrO*
tolu** 1121*14-21 1-------t-----+---- * - -
x -----*- - - - - --- - --- -
ug/1 kg/D <10 N/A 2B8. 2,6-0lnltro*
tolu- IBOl*20-21 x 1----- - - - - - - - -- .
ug/1 kg/D <10 N/A I 288. Dl*N*Oc:tvl P'hthelet* x ug/1 kg/D 1111-e... 01
--- ---- ------r---**-- <IO N/". --- --~
JOB. I .J*O.......VI*
hvdrulne (* A10-
,,........, 1122-ee-1 x - - ------ *-*-** - --- - - - - - ug/1 kg/D <IO _N/A _ __ } _
3111. Fluor.,ti.ne 1206-44-01 x 1 - - - - - - - - - - - - - - - - !---------- - - - - - - - - - - - - - - - - . .. --*-
ug/1 kg/~ <10 N/A 1 328. Fluo...,.
188*13-11
.. ~gLJ. kg/D ~-0 __ __l .--
1na.1*.u
+----+----<~
. ug/l _ kg/D . <IL
--~/IL Jj/A__
~---
chlo< ___
-.-- *-- --1---
348.H**
181*8*31
-~..o..;;.......;._ _ _,.____ ---+-~--- *------- - - ---- ----*-- --- - - .. - - -- - -- ug/1 kg/D <10 - ---
N/A-**-- - I 3118. H*echloro*
cvclopentlld...,.
111*41-4) x
- ----- --------**- ------------ -------*- ug/1 kg/D - ~IQ_. --~/I\_ __ __ _J_
388. H*echloo'O*
...... 187-72*11 x ug/1 kg/D <10 N/A I 318. lnd9no
--- ------ - - - --- ~---------*- ----
(l.J,J*c"I Pv*-
1183-39*111 x 1--"---~--t-----1----4----jl----~----4--------~---------- - - - - - - - - - -* -* *-. 119/l kg/D ___ *--------*- <10 . _N/P. _ _l __
3118. *1-horone
+-- x 178*118*11
---~--+---**---- -- .----- ug/1 kg/D _<10 N/A.. _ - _,l 3118. N-.>hthelen*
191-20-31 ug/1 kg/D <IO N/A JL_ ------------
408 Nhroben1*n*
198 96*31 ug/1 kg/D <IO N/A I X-
&18 N*Nitro-eodim*lhylemln* I 182-75 UI x ug/1 kg/D <IO N/A I 428. N*Nltrooodl N Propylamlne x uq/1 kg/D <10 H/A 1671 64 11 I
o'CIN llNlll ON Ht VERSI
CONTINUED FROM THE FRONT NJ0005622
- DSN 487
~ tNl At<L t*~!'!~'"'"~-
11 NO Uf ** I CINI- II HM Ii NO Ot ANAi d
- ONI ,,..
I* MA~!.
~V!..U~!Jl Y~!.'1.1. -- AHAi.
IHAllUh Y~t ~ Id*""'*'" f-1 -"'** Y!ltll*
1 1
1 11----------.~-..,---~-~----- *---1-------+-------i-----** --**- - *-- ---*--* -
If'. Aldrin 1308*00*21 x 2P. U*BHC 13111-114*111 1--------ll--- - ._ __
x _________ - - - - - _______ *-*-
lf'. IJ-BHC 1316-111111 x 1--------if------+---f----- ------*--------+------------*- ------ -----*--**
4". ')'*BHC IM-611*111 11--------lf-----+---f--
x .___ _ _ _ _ _ _ _ _ --------- ..--------- -- - --------- L-- - - - * *- - - -
llf'. 6-llHC 1:1111.a11.e1 t--------ir----"--- -
llP. Chlordane 1111-14-111 11 ...
7P_4,4'-00T lll0-211*31 x -+-------------------- - -- *****--
eP.4,4'-DOE 02*1111*111 x
llP.4,4'*000 172-114-el 11--------ll---- - *- __x_
+*---
llf'. U*Endoalllan
--- - -j 11111-28*11 '
12f'. IJ*Endo.,llan
-*-X*
x I
11111*28*11 13P. Endoeulf*n Sull***
11031-0Hll x 14P. Endrin 112 20*81 x 15P Endrin Ah.Jehvd*
114219341 x
16P H*Pt*chlor 116 44*81 x
EPA form 3510*2C (Rev 2 851 l'AGE: V 8 CON UNlll ON PAGE VII
CONTINUED FROM PAGE V-8
- I
,,.,,,,..i,,,,,.,.,,,,.,,
IJMIJ No *1 000 00~1 'I A1111111v.1lt**tmt:'> I.' II ti~
jJ MARM .,.. I Ef"FLULNT 4 llNll~
I UN(o I I HM INl AKC l*'l*l10111&JIJ II NO C)t M (ON( l N 11 MAS~ l\V!..'1!'<,,l V!'!.!.11._ """*
INAllON I*!~;*;::.:." t.f M*** Y!i.Elo 17P. Heptechlor fpo*lde 11024*117*31 x 18P. PCB*1242 1113488-21-111 x ---
1111'. PCB*121i4 (I 108Hl8*11 x
2*. PCB*1221 111104*211*21
~!_ --------+--------- . ***--*---~----....
21P. PCB-1232 111141-111-81 x -- ~-
22P. PCa-12*
112812-211*81
...L .. - --*-***t------------
2:.0. PCB-1280 111oee.. 2-a1 x 24P. PCB*10UI 112814-11*21 1.----------1--- *-**. x *----
2&P. TO*IPMM 1*001-311-21 x
PAGE V-9 EPA"- 3a10-2C fRllV. 4-1141
- Indicates compound found fn blank.
}'
I I
f f>4 f "' l~ 10 7f' IH**v "J R~I
Salem Generating station
- 1. DSN 487, the North Yard Drain, contains water from precipitation runoff, fresh water from on-site wells, and Delaware River Estuary influx. The parameters believed present in the discharge due to their presence in the intake are a compilation of the parameters found in site fresh water and the Delaware River Estuary. Since the amount of tidal influx and outflow can not be determined~ the mass calculations for this situation are marked indeterminate
("IND") or not applicable (N/A).
- 2. Pollutants marked "X#" as Believed Present are listed due to their presence on site in quantities which could be released.
These pollutants are not anticipated to be detected in the discharge.
- 3. The following pollutants from Table 2-C or 7:14A Appendix ~
are utilized at the facility in quantities which could be discharged but are not anticipated to be detected in the discharge:
Carbaryl Chlorpyrifos Diazinon Dimethyl amine Ethanol amine Formaldehyde Pyre thins Xylene Xylenol Methyl Isobutyl Ketone Acetic Acid . Ammonia Calcium Hypochlorite Hydrochloric Acid Lead Acetate Napthalene Nitric Acid Phosphoric Acid Potassium Chromate Propylene oxide Sodium Hydroxide Sodium Hypochlorite Sodium Nitrate Sodium Phosphate (dibasic)
Sulfuric Acid Sodium Phosphate (tribasic)
Toluene Vinyl Acetate Zinc Carbonate
SALEM GENERATING STATION DSN 487 NJPDES PERMIT NJ0005622 RENEWAL NORTH YARD DRAIN PERMIT
SUMMARY
TABLE SHEET 1OF1 PARAMETER EXISTING PERMIT FILES swas DRBC PERMIT RECOMMENDATIONS NOTES LIMIT FREQUENCY TYPE LIMIT FREQUENCY TYPE Flow NIA Once/Year Calculated 0.01 Avg. N/A N/A N/A Once/Year Calculated 1,5 (MGD) 0.02 Max..
Net Petroleum 10 Avg. Once/Year Grab -0.10 Avg. N/A 10 Max. 15 Daily Once/Year Grab 2,6 Hydrocarbons 15 Max. -0.10 Max. (Max.)
(mg/I)
Net COD 100 Max. Once/Year Composite 2 Avg. NIA NIA NIA NIA NIA 2,7 (mg/I) 2 Max.
NetTSS 30 Avg. Once/Year Composite -73.36 Avg. N/A 30 Avg. 100 Daily Once/Year Composite* 2,8 (mg/I) 100 Max. -73.36 Max. (Max.)
NetTOC - - - -2.60 Avg. NIA N/A 50 Daily Once/Year Composite 7
. (mg/I) -2.60 Max. (Max.)
pH 6.00Min. Once/Year Grab 7.00 Min. N/A N/A 6.00 Min. Once/Year Grab 3 (S.U.) 9.00Max. 7.20 Max. 9.00 Max.
Salem Generating Station DSN 487
- NJPDES Permit NJ0005622 Permit Summary Table Explanation of Existing Permit Reference Notes North Yard Drain Pages 1 of 1
- 1. Flow is calculated based on non-precipitation related estimated discharge plus the calculated precipitation related discharge for the reporting period and reported in units of million gallons per day. (Part III - B/C, Page 2 of 7)
- 2. These parameters are reported as the net concentration discharged relative to the receiving water body. (Part III
- B/C, Page 2 of 7)
- 3. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored annually using grab samples. (Part III - B/C, Page 2 of 7)
- 4. There shall be no discharge of floating solids or visible --
foam in other thari trace amounts. (Part III - B/C, Page 2 of 7)
- Salem Generating Station DSN 487
- NJPDES Permit NJ0005622 Permit summary Table*
Explanation of Notes North Yard Drain Page 1 of 2
- 5. The North Yard Drain, outfall DSN 487, consists of precipitation runoff, roof drains, floor drains, sump pumps, flood pumps, #3 skimmer tank (DSN 487B), and river water influx. The primary contributer to the effluent flow is the river water influx. The enclosed schematic of the North Yard Drain describes the essential contributors to the system.
Flow is calculated by summing the non-precipitation related discharges and the calculated precipitation related discharge and reporting the result in million gallons per day. The ..
precipitation related component of the flow is based on the area of runoff, the runoff coefficient, and the inches of precipitation during the reporting period. The precipitation related influents drain runoff from the facility. The non-precipitation component of the flow calculation includes engineering estimates of normal discharge volumes of the non--
precipitation based influents. Although most pollutants are not expected to be present in the discharge, entrained surface*
oils, pesticides and herbicides applied by licensed applicators, and used cleaning solutions can be postulated to enter this system during nornial operations. Sump pumps and floor drains are not expected to contain any measureable unidentified pollutants but drain areas in which limited pollutants are utilized. The flood pumps are not normally used but are periodically operated for testing and the discharge could contain any of the materials used in the turbine building. The reported flow from outfall. DSN 487 does not include the contribution from the river influx.
- 6. The net petroleum hydrocarbons are performed annually on a grab sample. The average limitation of 10 mg/l is not applicable to an annual grab sample and should be deleted.
The* daily maximum limitation of 15 mg/l is adequate to ensure protection of the environment.
- 7. On March 13, 1989, PSE&G requested the chemical oxygen demand (COD) limitations and monitoring requirements be changed to total organic carbon (TOC) limitations and monitoring requirements as delineated and allowed by the current NJPDES permit. We request this change of parameter be accomplished in this renewal and COD be deleted as a monitored and limited parameter and replaced with TOC. The net TOC limitation should be 50 mg/l based on composite sampling .
Salem Generating Station DSN 487
- NJPDES Permit NJ0005622 Permit summary Table Explanation of Notes North Yard Drain Paqe 2 of 2
- 8. The total suspended solids (TSS) average limitation of 30 mg/l is not applicable to an annual net sample and should be deleted. The daily maximum limitation of 100 mg/l net TSS is adequate to protect the environment .
CB6 SERVICE BLDG CANOPY CB2 w CB15 AUX BLDG RF DR a: CB3
<( a: M A
~~
N CB16 H #8 CB4 CB 1 0 M w a: L A N
E 0 H #7 CBS PEN AREA ROOF DR 0 #22 PEN SUMP PUMP L !._ ~~~~ 1~~~DB E
SALEM GENERATING STATION NORTH YARD DRAIN NJPDES PERMIT NO. NJ0005622 NJPDES OLITFALL - DSN 487
PLEASE PR INT OR TVPE IN I HE UNSllAI l l l l Al I l AS ON I Y. You nwv '"l'"rl somll m all of EPA 1.0. NUMBER (C"UIJ.\' /rum,;-;."~ I,.,,. . ,,. . IJ 1111111 Ap1110111*1J this intorma1ion on sepa1au: sheet!. fuse t1u1 .sa11w 101111.11} 111slediJ ol crnuple1111!.J lhc~c pay1!s. NJ0005622 UMH No /IHJO Oll!>'J SEE INSTRUCTIONS. . A111,,ovi1/ e"'p111.*!:J I:.! .II IJ!>
OUlt' LLNO
..__V. INTAKE AND EFFLUENT CHARACTERISTICS /cu111111ued from page 3 of Form 2-C) 487B PART A - You must provide the results of at least one analysis for every pollutant in tl11s table. Complcle rn1c lable fur cd~h ou1f~ Sec 111sl111i:~i~.'.~.- d~l~~~io11.il dc~l~:-*----------1 Z. EFFLUENT 3. UNITS **- _4_ IN I AKL f*'!:l/~~'"I}
I. POLLUTANT r--e._M_A_x_1Mu-;- o-A-.~~-v-A_L_u_a-....,,....,,====r;:~.,-=~'"'17.'""ag=re"'v-=-:v-=-A-:--:-L-:-u=-=E~-=c".L
....=..-.0F1.....,ra......,...,.,.............,..,...r-----;____1*_1,.***ifr if blarilrJ .1 l.C>Nt .. 11: UM tt. NO.Ot-a.CONCEN* .&.ll.1.HA."-r 11..!1.LUJ... ____ __ h NU OF l*I h MASS l*I l*I MA** hi MA1'S ANALVSES TNATION Id,...,,.,::...,. ANALYSES
- Biochemical
(..ONCl: .. TRATION
- t------+------1*---* t.. Or~~ *. r~ ~ ~.!_!_~'.!. _ _ -*. . -*--
011ygen Dem*nd IBODJ 1 m /1 k bl .._ 2.4 .J fill_ ___,_l_
- b. Chemlc*I 011ygen Oem*nd (CODI ---+-----1__,f---m~/_l_ _ ..__k_........~d"--+ _____ !t._Z __ _IND.
- c. Tot*I Or11*nlc C*rbon (1"0CJ 1 IND
.. _mgll____ __kgj.d... - 2.6 1
.---'------1--------+-------+-------1r-------+------*i---------
60 IND
*------ - - - - - - - - - - - 1
- . Ammonl* (<M NJ
+-----~----+----~-----.--~1--._m~_l_ _ _Js.gLQ__ *-- _ il~2l-. _ IND __
VALUE VAllJl
- t. Flow 0.002 8 NA __MGD_ __ - _lV_A__ ______________ _
VALUE VAL.UL"
- 11. Tempereture twinluj "C 22.07 ._.NJ.A_________ -------
VALUE vAL uc
- h. Tempereture t*umm*rl oc 56.6]
MINIMUM MAXIMUM I. pH STANDARD UNITS 6.90 7 .91 N/A N/A 8 PART B
- Mark **x** in column 2-a for each pollutant you know or have reaaon to believe is pra11ent. Mark "X" in column 2-b for each pollutant you believe to be absent. If you mark column 2a f~r any pollutant which is limited either directly, or indirectly but upr-lv. in an effluent limitations guideline, you must provide the resullti of at leall one analysis for that pollutant For other pollutants for which you mark column 2a, you must provide quantitative data or an explanation of their preaence in your discharge. Complete one table for each outfall. See the instructions for adduional details and requuemflnll I. POLLUT* Z. MARK 'X" 3. EFFLUENT 4. UNITS 5. INTAKE (opt1c111tJI)
ANT AND ---a-LONG TERM NO.
CAl!INO. a LONCEN AVEHAGE VALUE
- 'IATION lJ. MASS ---To ANAL (If e11allaW.} I. 0,..l I Nll4A flUN fl) MAS~ YSES
- e. Bromide 124969*67-91 x - - - - -*--------+--
- b. Chlorine.
Tolel Reslduel x --**---- - - *------ -t-------+
- c. Color COPT x . mu.Ts N/A - Q._5____ - INI>_ _l __
- d. fecel Colitor1n x
- o. f luorhJe **
(16984 48 8) x . mg/l kg/d 0.25 IND 1 I. N ltrete-*
Nl1rl111 /a* NJ x mg/l kg/d 0.5 IND 1 PAGt.: VI CONTINUI:. ON Bl VERSE EPA form 3510 2C (Rev. 2-851
- ITEM V-8 CONTINUED FROM FRONT NJ0005622 DSN 487B I. POLLUT- 2. MARK *x* 3. EFFLUENT 4. UNITS 5 INTAKE (ot*llo11al)
~~ ~e:; ~~~~MAXIMUM_D __A_l_L_Y_V_A_L_U_E~~~~-~M=A~X~~=ff=~~~=~~~7~7Y~V~A~L~u=E~:L~L~~rNm,~~-~~*~=an~~~ram~nt~~~-mvnA"L~u=E~d-. .-~-D-~-~-.~-~o-.-C-O_N_C_E_N_*~-l-,-M-A-~-~-~--A-~-~~~~o~~~&~E *NOD*
11.....n..b1
-r-*- *
> :::; .~-...-, ***
CONt.*NY .. ATIUN I I CONC*NTHATION .... MA**
CONCa. .. TNAl'ION I
.r.I ...... VSES TRAT10N
- l. lH'H.. l """'"UN
..---t ANA1.
T'.,-r-:1=.:..:..:::.r-'--c-.1-M-.-
YSIES 1---------+--+---~------t--------+--------1-------+-------t--------t-----t------- - - - - - - ----------**-- 1------------ - -
- .' Nhrogen, To**I Orll8nic
(.,.NJ x x
x I. R8dlo11c:tlvl1v _;, ........
Ill Alph*, x Tot81 1-------+--+---f-------+.------+-------l-------+.-----*-+---*-----l----**----*-----***-*
121 B*I*,
Tot81 x 1-------+--+---~------+-------t--------1-------+-------t--------t-----t---*---- ------1------- ... - *- --- - **--* - * - f - - - --*
131 Redlum, TOl81 x 1-------+--+---~------+------+--------1-------+-------t--------t-----t------f-------- *-------*
141 Rmdlum 2211, Tot*I x x 11. 5 rl/A y
m.lunh9
, ... 803>
1142116-*-31 x x <0.01 N/A mo/l _kg(~_ --
- o. Aounnnum, Tot81 17428-lllHI I x . - - --------1------ *---t------*- - - - -
p.-oum, Tot81 11440-38-31 x mg/l kg/d 0.7 N/A l"-:q.~'IC--== **- - - t - - - - r - - - r - - - - - - ; - - - - - - - ; - - - - - - - ; - - - - - - ; - - - - - - - r - - - - - - - - ; - - - * - + - - - - - ------*-* -*
Tol81 17440-42.. I x t-:-,,......_..,,.,,.,...,,n.---t---t----t------t------1r-------t--------t-----~---------- *---*-*- ---*. -- -- -...
Tol81 (7440-48-41 x 1-------+--+--'-'--~-----~------t---------+------+--------l-------4-----4---*- - - - - - -* --* - - - - - - *-------**
- a. Iron, Tol81 (7439-811-111 x 0.113 N/A t.M ....... um, Tot81 (7439-116*41 x
~u-~M~o-=-1,~bdM-=---,-u-m-.t----t~~-t--------11-------r------~--------t-------+------f----*~----+-~-- ---- ----------*+---
Tot*I x (1439-98 11 v.M._,
Tol*I 11439 96*61 x
.. __ .!._~*-----
- w. Tin. Tot.el (7440*31*61 x
- x. Tlt*nlum.
Tot*I 17440 J2-61 x EPA Form 3510 2C {Rev 2 85) PAGE V CllN I INlll llN l'Al.i~ V J
CONTINUED FROM PAGE 3 OF FORM 2*C NJ0005622
- 4878 1111111 A1*/lllJVt'*'
OMH Nu ./fHXJ OlJ!'J~
A11µ111v.1/ , ... ,,,,~:. I l J
- 1 85 PART C - II you 11re a primary industry and 1h1s out Iall contains process wastewater. refer lo Table 2c-2 in the ms1ruc11ons lo delermone which ol lhe GC; MS lrac11ons you mus I 1es1 lor Mark .. X.. on column 2-11lor1111 such GC/MS lrac11ons lhal 11pply to your industry 11nd for All toxic metals, cy11nides, and total phenols. II you are nol required 10 maok column 2 *a (secondary mclusl,,es. norrprocess we*tt1w111t1r outft1fls, t1nd nonrt1quirt1d GCIMS frt1ctions}, m11rk "X" in column 2-b lor e11ch pollutant you know or have reason lo believe os presenl Mark "X" on column 2 *c for each pollutant you believe i1111b11en1 II you mark column 211 lor any pollu111n1. you musl provide the results of a1 leas1 one analysis lor that pollutant II you mark column 2b lor any pollulant. you must l"ovode the resulla of al least ona 11n11lysis for 1ha1 pollutant if you know or h11ve re11son 10 believe ii will be discharged in concentr111ions of 10 ppb or greater II you mark column 21.J lor acroleon. acrylono1r1le, 2,4 dinilrophenol, or 2-methyl-4. 6 dinitrophimol. you must provide the results of at least one 11nalysis for each of these pollutants which you know or have reason 10 beheve 1ha1 you discharge in concentrations ol 100 ppb or greater. OtherwiM. for pollutants for which you mark column 2b, you must either subm11 al least one analysis or broelly describe lhe reasons 1he pollutanl os expected lo be disch11rged. Note th11t 1her11 are 1~10 thia .,.rt; pleaae review e11ch carefully. Complete one lable /11/I 7 pages} for each outfall. See ons1ruc11ons lor add111onal de1a1ls and requor.ementa. * .,..
I. POLLUTANT a. MARK *x* .,... J. EFFLUENT 4. UNITS 5. INTAKE (optlon*IJ ' I
~~~~:: 't&:::* ~:::* ~-~~- e. MAX..... LY VALUIE b. MAXl~Jf':.:Ra'f:C:' VALUI! C.LONG T,ff..':alt.lre\i. VALUE OA~*F dA.... a. CONCEN* h. MASS ,..'!*_a,.&'!,G 1,IE..JtM,_ OA~\,
b.A....
faual~bt.J Q~~- :::; .~t'T CO*C*L'J__ .;._ f'li l*J .. ,.,.. CONC*L'J... .,.oN ...... ,.,.. CONC.!~ltA'flON hi MA** YSES TRATI~~-* **~::T~::--* . lj'J .. ,.,.. v*** i METALS. CYANIDE. AND TOTAL PHENOLS IM. Antimony, Tatel 17440*36-0I x
- - - * - t - - - - - - ..
- ZM. ArNnlc, Totel 17440*38*21
_ _ _ _ _ _ _ _ _,.__ _ -*---1---*-
~
x - - - - - - ! - - - - - - - + - - - - - - * - - - - - - + - - - * - - - ' - - - - - - ______1!19/.1.___ . kn /rl 3~. B*rylllum, Tatel, 7440*41*71 x 4M. Cedmlum, Tot*l 17440*43 91 x mall kq/d 0.001 6M. Chromium, Tot*l 17440-47*31
- 019/l kg/d . O.Dl __ _l __
*------ ~-----** --- ~------*------ --*-- ---- *--
x mg/l kg/d 1. 44
. ---- - -** *------ ---~------ -------*- ----- - - - - - -- **-- --*** -*--- --- *---- **-
1M Leed. Taul (7431*12-tl BM. Mercury, Tot*I x - -*------ -- _________ ,___ ----*---*- ---*--*- -*-*-*---* *- - _ .. ----- **- -*- ---* ---*--*- ___ @9/l._. -~d/d 0.005 . ~
17439 97 61
-~- _-*-***---**-*- *---* ________ **- _ .. mg/L kg/d 0.0002 llM. Nlckel, Totel 11440.02.01 X#
10M. Selenlum, Totel C7782 49 :ZI
_x__ . .. mg/l kg/d. _Q.01. _l_
1 IM. Sllv*, Tot*I (7440*:Z:Z-41 x - *--*---* ---*-----+-*-------- - -**- - - 1119Ll. kg/d 0.01 12M. Thelllum.
Tatel (7440.:ZB*OI
....X.. -- - - -- --------- --*-*------ ---***------ ---- .. ----- -- *--*
13M. Zinc, Tatel (7440 66*61 x 14M. Cv*nld*.
Tolel (57 12*51 x . ---* -------- ---*-*-- ------
15M. Phenol1, Tatel 6Jr- -r* -,-
v DIOXIN g:!~:~;~~~~o:, ~-. "o"""E'"'s'"'c°'R=1eO"CE~R°'E~S~U=L~T~S-----------------** .
EPA Form 3610*2C (Rev 2 851 PAGL: V J CONTINIJI ON Rf VERSE
CONTINUED FROM THE FRONT NJ0005622 DSN 4878
- d 4 UNITS C.ON<.:.l:N 1HA110N ltl.
S l>th IN I AKE l ON<*
I*~
I l HM
/*'l'"**.llJ
-~Y..t..~f~~l V~b!:!!-.__
Id -.tA~*
Ii NO Of" AhAl YSES IHAll""'
* -- . -~*--- --
1V. Acrolein (107 02 Bl x 2V. Acrylonitril*
(107 13 1) x 3V. Benzene (71 43*2)
X#
4V. Bil (Chloro*
mrlhyl) Ether (642*88 1) x 5V. Bromoform (16*26*21 x 6V. C*rbon T*trachlorid*
(66*23*61 x JV. Chlorobenz*n*
(108*90*7) 1------ - x BV. Chlorodi bromomathan*
( 124*48* 11 x DV. Chloroetheno (76-00-3) x 1ov. 2-Chloro*
ethylvinyl Ether (110*768)
~-----*- x 11 V. Chloroform (67*66*31 x 12V. Olchloro-bromornettt.n*
(75*27*41 x 13V. Dichloro-dlfluorometh*n*
(76*71*81 14V. I, 1
- Dlchloro*
ethene (76-34*31 x 15V. 1.2*Dlchloro*
ethene (107-06*21 x 16V. 1, 1 Dichloro*
ethylene I 76*35 41 x ------- - -*-*----jf-------- >---- - - - - - - i----------. t-- - - - - - - - --- ** ------
17V. 1.2 Dic.hloro 1>roµa11e (78*81-5~
-*-i.---X- -------- ----- - - - - - - - ----*- - - - *--------*---r------- ---
IBV 1.l 01ehloro*
propyllne (542 75*61 x 19V. E 1hvlhun1ene (1004141 X#
2ov Methyl tJroruhlu I /4 63 9) x 21 V Mu1hyl Clilor1<J* C74 81 :tJ x
EPA form 3610 2C (Rt:v -' 11!>) CONl INUE ON PAGE V-6
CONTl.NUED FROM PAGf V-4
- l 4
/,,,,,,,1,.,., ... ,.t1 IJA11J N,,
UNllS
.*011111111~.*1 AJIJ*f11~.1l t**J1Ut'\ , _) ' ' Hh 5 INTAKE (oprwnal) l ONl. ft.HM
- li NO Of d CON< tN _a I/ l;.!U\ !,, 'i/'._ll l..IJ..I.__ A N A l l RAT10N Id ....... .c..... Id......... Y!.~S
__ .!.!!_!!.~~ - ----*--- - ---
22V. Mu1hvl*n*
Chlorid* (76-0ll-21 X#
23V. 1.1,2,2-T*I***
chloroalh*n*
179-34-61 x
24V. T*trechloro*
- hvl*n* 1127-18*41 x 26V. Toluene (11111-88*3)
)L 26V. 1,2-Tr*n**
Dlchloroethylene 1166-606) x 27V. 1, 1, 1-Trl*
chloroeth*n*
(71-66-6) x 28V. 1,1,2-Trl*
chloroeth*n*
- \
179-00-6) t-------~--
x 29V. Trlchloro-ethylene 179-01*6) X#
31V. Vlnvl Chlorld* 175-01*41 X OCIMS FRACTION - ACID COMPOUNDS o--------~--~--~-~-------+--------<f--------<f-------1-------1-------t--*--- ---------- *-*- -* -- - -- ---
lA. '2*Chloropheno x 19116781
- - - - * - - - + * - - - - - - - * - - -*-------1---------+----- - - -- - - ---- .
2A. 2,4 Oichloro phenol I 120*83*21 x
t---------+- -- *
- I - - - * --- - - - *- -r----
3A. 2,4*Dimuthvl
µhenol I 106 67 91 x t - - - - - - - - - - t * * - - - *--- ---*- -*--* -*- -- - - - .... -- -------- ---- ---------- -
4A. 4,6-0imtro 0 Creool 1534-62 11 x
+--- ---- -
5A. 2,4 Dinouo 11henol 161 *28*51 x
6A. 2*Nllrophenol 188 75 51
.JC 7A. 4 Niuophenol 11000271 x t - - - - - - - * - -*
8A P Chloro M*
C1e1ol (!JY 50 71 x
YA Ptuitat..hluro phouol (8 I 86 5) 101\ Phenol
( 108 !J~ :l) x 111\ 2.4.(i 1 f l
, 1,hu11platl'11ol
._111u Oh JI ...._ .._ x ......
- '11 ' r1r.& HI Vl HS1
CONTINUED FROM THE FRONT flJ0005622 DSN 487B
- ti l C>NI.
I t HM
. .1'1111..!ll\llL Y !\61/.1. .. _
I* I 1 "" r.,. Id M***
11 NO Ot ANAL Y~f.5
---* ------ - - - - - - - - *------- ---- --- ---~------
1 B. Acenaphth*n* x 183-32 91
- 28. Acenaphtvl*n*
(208-96-81 x
- 38. AnthrKene (120-12-71 x
- 48. 8enzldin*
x 192-87-61
- 68. 8enzo (al
- --- - - - - - - - ~---------___,_ ____ ---**-- ----* - ---- . ----- ------**-------- ***--- ---
Anthracen*
llHl-li5-31 x ---------->-------+--------* - - -
- 68. Benzo (al Pyr.,.* 160-32-81 x
- -- * - - - - + - - - - - - - * -
- 78. 3,.4-8*nzo-ftuor*nth*ne 1205-99-21 x
BB. 8*nzo (lhll p.,ylen* X L-'l..:1.:oll..:1..:*2:...4.:...*:o2,_1_ ___, _________ . - -- ------------ '------- -------- - - - - -
118. Benro (lrl F luoranlh*n*
1207-08-91
~
108. 811 (2-Chloro*
- lhoxyl M*lh*n*
1111-111-"'1,__1_ __, _____,
x 118. 811 (2-Chloro-dhylJ Ethw (111-44-41 x
.... - - - - ' - - - - - + - - + - - - - < - - - - - - - - - - - - - - - - - - - - - - * - - - - - - -*----***t--- --*----- -
121.1111(2-Chlot--
,,.,,,. E-.1102_* __11_,___ __,__ __. __ _!_ ' - -- - - - - -
1311. Bio (2-Blhyl*
huylJ Phlh*l*19 111Hl1-71 X#
148. 4-Bromo-phenyl Ph.,.yl x Emw 1101-56-31 l - - - - ' - - - - - - - + - - - - - - - - - - - - - - - - - - - - - - ----*-*---- - - - ------- --------**
1118. Butyl B*nzyl Phlhel*ttl IBIHl8-7 x
.__ ___ - - - - - ----------1--**--
168. 2*CIUoro-nephthal*n*
l-'1:.=11....:1....:-68=-*'-'11'-----+--~---+--x-+------+------*~------- ____________________________________________________ _
178. 4-Chloro-phenyl Phenyl Ether 17006-72-31 x _ _.,_ _ _ _ _ ____,_______ - - . - - - - - - * - ---- *--- -- --- -- -* - - -
188. Chrv*n*
1218-01-91 v
1118. Dlbenzo (a.hi Anthracane 163 70*31 x
--- ~-----
208. 1,2-0ichloro-b*nzene (96*60 11 X#
21U. 1.3-0ichloro ban.zone (541-73 1 x
EPA Form 3510-2C (Rev 2 851 PAGE V-6 CONTINUE ON l'AGE V 1
- I""" Appruve 12 :JI ll!J I. POLLUTANT 2. MAHK *x* l. EFFLUENT 4 UNIT!;
~Nu* ~~:: 1-~-.-.-.-.~b-.-.-.-_~c.-.-.-~f-..-.-M-A-.-,-M_U_M_D_A_*_L_Y
. v_"_~~ *b.MA-xiMU~~S:cr VALUE c.LoNGTER!~&~'£rec.--:-v ALUE ~-~~~--;
.. '""" ... ". '-**"'* Ill (lfa II* ~J d CONCEN 1--'-'-'_ 0 0 10
_"_*_*_b_,_ **_,_ _._"_.\'~*~~_.._:_:_~_;_..._
... h'--~~~**"i"~*~-*,,*~oJ
.._.*_.;_,-'-'."- --.:;-M" *~ II.. UHl. .... ~*JH A' I UN **~-~ :~~-- ' " " ' ' .. !'.1 H A. IUN (
11 ... """*-:.--- "vr:.= ~ 1 HAT ION
MASS GCIMS FRACTION - BASE/NEUTRAL COMPOUNDS lconliraued'
+------------ ****- *-*-
22B. 1,4-Dlchloro-benane (106-46*7
+---+--->--------- -*------.
x 238. 3,3'-Dlchloro benzldln*
1111-94-11
--~x_*-**
24B. Diethyl Phth*l*t* x 184-66-21 I-'------~-+---.__ __ -----+---- -**-** . *- ..... .
26B. Dlm*lhyl Phthelet*
(131-11*31 x
28B. 01-N*BUtVI Phth*l*te 184-74*21 x 27B. 2,4-Dinltro-tolu911e 1121-14-21 288. 2,6-Dlnltro-tolu*n* 1606-20*21 x 211B. "Dl*N*Oc:tyl Phth*l*t*
l-'l.;;.11~7...;~~4-.:...::.01,___~-~ - - x 30B. 1,2*Dlphenyl-hydruln* (OI A*o-
.,._IM_n_*_e...;n.;;.11;..)"'""(1;..;2;..;2;..*66=*-7+--*-* _ _ J<__
31 B. Fluor*nthen* X (20&-44-01 32B. fluor911*
188-73-11 x
+--+---+..--jf---"'-----1---------- - ---- -- - . .:_ __ **- *- --***--*
1 338. Heucnlor...._
11111-1.. 11 x
,_ - - - ----+--*-<---+---<>----------I---------------***---*--- *-- --- ----- -----*-*-* - .
34B. Hex**
chlorobutadl*n*
187-68-31 x
....------'-----+--+---r----'--------4--------- -*--* -------**- --*-** -----* - - ...
3&B. Hhec:hloro-cvclopentadlene (17-47-41
+---.,x~_... _________ r - - - - - - - ------------ i - - - - - * - ---- --***-*- ---
388. H**eehloro-ethene 167-72-11 x
l---------+---+---+---'-------4--------i------- - - - . ---- - - ---------'-------t---
37B. lndeno (l,2,3*cd) Pyren*
(1113-39-61 Ill
- - - - - - - *--- ---~ --*
3BB. loophorone 178-611-11 x 1--------+--+---jf---4-------I-*--*----- c-*---*** *-* ** * -***** **** ***
398. Naphthelene (91*l0-31 x
-*- - --*- ~----- ~*--------
408 N Hrobenzene (98-96-31 x 418. N-Niuo-
sot.1111u11hylam111t1 162 n; Yl 42ts. N NuruaocJi
- N Propylumim1 11;.">11.d , ,
x
I' CONTINUED FROM THE FRONT NJ0005622 DSN 4878 I. POLLUTANT *I r111*
AND CAS N4MBER
.. ,.,.Ill 1 I **r*t.
n v *.!! ~~'
11 l(M Y ~L~l!:. . ANAi Id 1.1 ...... , I UA I IUft I ol
- I I ""'"' *~ 'Y :i.t. ~
x 468. Pyren*
(129*00*0) x 488. 1,2,4 - Trl-
-** ---~----
I r
chlorobaniana (120.82-11 x GCIMS FRACTION - PESTICIDES 1--------~--~--~-~--------1---------l------ -**-*-** ------*
IP. Aldrin (309*00*2) x 1----------1--**- ----~-- ---------- -*-----*-
2P. U-BHC (31984*6) x l t - - - - - - - - - - - - **--*
3P. /_l*BHC (319 85-7) x II 4P ')'-BHC I
(511 89*9) x I 5P. li-8HC (319-86-B)
~--------1* ---- -- ... _ -- x 6P. Chlord*ne (67-74*9)
__ )(
7P. 4.4'*DDT (50*29-3) x BP. 4,4'*DDE (72*66*9) x 9P. 4,4'*DDD (72-64*8) t - - - - - - - - - - - ---- x
!OP. Dieldrin (60*57*11 x 11P. U*Endooulfan (116-29*7) x 12P. p-E ndo&Ullan (116-29*71 1 - - - - - - - - - - + - -* - ... -* x 13P. Endo1ulfan Sulfate (1031*07-11)
~-------- x 14P. Endrin (12 208) x l~P l 11Lh1n Ahlchydu
( J4'.Ll !JJ 4) x l UI' I h:i.ica..t1lor t /ti 44 UI x I FPA hu111 J!.JlO 2C (H1:v 2 8!>) I' J\I .J V 11 I I I 1I I I j ,
- r t 11*~ I'>' I , I
- lo1111Ap1uuvt::U UMB ft/<1 lUVO UUtJ!J CONTINUED FROM PAGE V-8 Apµ1ovult::11.p11t:S l:l :JJ IJ!J I. POLLUTANT 2. MARK 'JC' l. EFFLUENT AHf. CA5 ...-.-.-.-.-...-.-.-.-.--c.-.-.--+-----*-*--- b MAX*tf,9*r1r~i:v VALUE C.LONG'Thr.M jf~r.y*vALUE ---- --
NU BER ~..... L'r..,."'a... Lt:~~ Ii. MAXIMUM DAILY VALUE_~-------
- auaia e) -----*-* aua u _e_ _ _ _ d:NuA~t l--(-*f_au_"_'_1"_"_1_**J_ __,~"_.'..,~~...~__.__*_*_H_*_. __*_*_N_*_.-"<-"u"'""-*
- t*JMAIWN u... c...-.~l!!~.!.~ -*-~:~~-- 1r;! 1
- ~-~_:_:_~~----* ~
1 Iii MAU ... '-'"'"' 1 tt111.11uN VSl GCIMS FRACTION - PESTICIDES (co111immJJ 17P. Heptachlor Epoxlde x (1024-67-3)
---* - -- ~-- -
18P. PCB-1242 (63469-21-11) x lllP. PCB*1264 1110ll7-69-1) x 1--------4---- ~--- ~-- *---- ---------- ~------
20P. PCB-1221 (11104-28-2)
- -_,_--'x-'-'-------+-*-----. - ---
21P. PCB-1232 111141-16-15) x
+--+---+----lf--------1---------- ------
22P. PCB-1248 112672-29-6) x
~----------+-*-- .._____ --
23P. PCB-1260 (110911-82-6) x
1----- ------
24P. PCB-1016
._11_~_&_14-_1_1-_2_1_ - - . I " - - - - - - x 26P. Toxephene (8001-36-2) x PAGE V-9 EPA Form 3610-2C !Rev. 4-84)
Salem Generating Station
- 1. DSN 487B, the #3 oil *skimmer, contains water from precipitation runoff, fresh water from on-site wells, and river water from system leakage and sampling. The parameters believed present in the discharge due to their presence in the intake are a compilation of the parameters found in site fresh water and the Delaware River Estuary. Since the amount of river water influx can not be 'determined, the mass calculations for this situation are marked indeterminate
("IND") or not applicable (N/A).
- 2. Pollutants marked "X#" as Believed Present are listed due to their presence on site in quantities which could be released.
These pollutants are not anticipated to be detected in the discharge.
- 3. The following pollutants from Table 2-C or 7:14A Appendix B are utilized at the facility in quantities which could be discharged but are not anticipated to be detected in the discharge:
Carbary! Chlorpyrif os Diazinon Dimethyl amine Ethanol amine Formaldehyde Pyrethins Xylene Xylenol Methyl Isobutyl Ketone Acetic Acid Ammonia Calcium Hypochlorite Hydrochloric Acid Lead Acetate Napthalene Nitric Acid Phosphoric Acid Potassium Chromate Propylene Oxide Sodium Hydroxide Sodium Hypochlorite Sodium Nitrate Sodium Phosphate (dibasic)
Sulfuric Acid Sodium Phosphate (tribasic)
Toluene Vinyl Acetate Zinc Carbonate
SALEM GENERATING STATION DSN 487B NJPDES PERMIT NJ0005622 .RENEWAL NUMBER 3 OIL SKIMMER PERMIT
SUMMARY
TABLE SHEET 1OF1 PARAMETER EXISTING PERMIT FILES swQs DRBC PERMIT RECOMMENDATIONS NOTES LIMIT FREQUENCY TYPE LIMIT FREQUENCY TYPE Flow NIA Monthly Calculated 0.01 Avg. N/A NIA N/A Monthly Calculated 2,5 (MGD) 0.02 Max.
Ettluent 110(43.3) Monthly Grab (28.85) Avg. 86(30) 110 (43.3) 110(43.3) Monthly Grab 6 Temperature Ma>C. (56.67) Max. Max. Max. (Avg.)
Deg. F(C)
Petroleum 10 Avg. Monthly Grab 0.84 Avg. N/A 10 Max. 10 Daily Monthly Grab Hydrocarbons 15 Max. 5.30 Max. (Avg.)
(mg/I) 15 Daily (Max.) ~
COD 100 Max. Monthly Composite 15.82 Avg. NIA 10 Max. N/A N/A N/A 7 (mg/I) 75.00 Max.
30 Daily TSS 30 Avg. Monthly Composite 3.89 Avg. NIA NIA (Avg.) Monthly Grab 1,8 (mg/I) 100 Max. 26.20 Max. 100 Daily (Max.)
TOC - - - - NIA NIA 50 Daily Monthly Grab 7 (mg/I) (Max.)
pH 6.0 Min. Monthly Grab 6.90 Min. N/A NIA 6.0 Min. Monthly Grab 3 (S.U.) 9.0 Max. 7.91 Max. 9.0 Max.
Salem Generating Station DSN 487B NJPDES Permit NJ0005622 Number 3 Oil Skimmer Permit Summary Table Page 1 of 1 Explanation of Existing Permit Reference Notes
- 1. Total Suspended Solids shall not exceed 45 mg/l as a 7-day average. (Part III - B/C, Page 2a of 7).
- 2. Flow is calculated based on non-precipitation related estimated discharge plus the calculated precipitation related discharge for the reporting period and reported in units of million gallons per day. (Part III - B/C, Page 2a of 7)
- 3. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored monthly using grab samples. (Part III - B/C, Page 2a of 7)
- 4. There shall be no discharge of floating solids or visible foam in other than trace amounts. (Part III - B/C, Page 2a of 7)
Salem Generating Station DSN 487B
- NJPDES Permit NJ0005622 Permit Summary Table Explanation of Notes Number 3 Oil Skimmer Page 1 of 2
- 5. The #3 oil water skimming tank, outfall DSN 487B, consists of precipitation runoff, roof drains, floor drains, equipment drains, and auxiliary boiler blowdown and discharges to outfall DSN 487. The system is essentially designed for spill prevention and mitigation. The enclosed schematic of the #3 Oil Water Skimmer describes the essential contributors to the system. Flow is calculated by summing the non-precipitation related discharges and the calculated precipitation related discharge and reporting the result in million gallons per day.
The precipitation related component of the flow is based on the area of runoff, the runoff coefficient, and the inches of precipitation during the reporting period. The precipitation related influents drain runoff from the facility. The non-precipitati.on component of the flow calculation includes engineering estimates of normal discharge volumes of the non*
precipitation based influents. Although most pollutants are not expected to be present in the discharge, pollutants utilized in the area can be postulated to enter this system during normal operations. Equipment and floor drains are not expected to contain any measurable unidentified pollutants but drain areas in which limited lubricants, chemicals, and cleaning solutions are utilized. The auxiliary boiler blowdown is discharged through outfall DSN 487B. The auxiliary boiler utilizes ammonia and hyrazine .for corrosion control, during normal operations most hydrazine is thermally decomposed to ammonia prior to discharge in the blowdown.
- 6. The daily maximum temperature limitation of ll0°F (43.3°C) is based on the DRBC limitation where exposure to human contact is anticipated. Since exposure to human contact is not practicable and this DSN discharges to outfall DSN 487, we request the limitation be changed to ll0°F (43.3°C) as a monthly average .
.7. on March 13, 1989, PSE&G requested the chemical oxygen demand (COD) limitations and monitoring requirements be changed to total organic carbon (TOC) limitations and monitoring requirements as delineated and allowed by the current NJPDES permit. We request this change of parameter be accomplished in this renewal and COD be deleted as a monitored and limited parameter and replaced with TOC. The TOC limitation should be 50 mg/l based on monthly grab sampling .
Salem Generating Station DSN 487B
- NJPDES Permit NJ0005622 Permit Summary Table Explanation of Notes Number 3 Oil Skimmer Page 2 of 2
- 8. The total suspended solids (TSS) limitation of 45 mg/l as a seven day average is not applicable to this DSN. The monthly sample requirement and limitations on the daily average and daily maximum concentrations provide adequate protection of the environment .
- ~----------------
FIRE PUMP ROOF DRAINS HHB FLOOR DRAINS FW TANK DRAINS HHB SLOWDOWN FIRE PUMP FLOOR DRAINS EXIST CB FIRE PUMP D/G DRAINS FIRE PUMP ROOF DRAINS FWTANKDRAINS SKIM TANK FIRE PUMP FLOOR DRAINS EXIST CB #3 FIRE PUMP D/G DRAINS DSN 4878 MANHOLE
- 16 TO DSN 487 SLUDGE PUMPED OUT BY VACUUM TRUCK FOR HAZARDOUS WASTE DISPOSAL SALEM GENERATING STATION
- 3 OILJWATER SKIMMER NJPDES PERMIT NO NJ0005622 NJPDES - DSN 4878 MAY 1990 L___-----------------*-----**---*----~------'----------------
PLEASE PRINT OR TYPE IN THE UNSHADED AllEAS ONLY. You mily reporl some or allot
- 101111 Apptuv1*1/
this information on separale sheels (use tlw sa111t! fort11Jt) 111stt!ild ol co111ple11ny lhesc pagt!S. OMtJ No :ll!OIJ llCJ!J~
SEE INSTRUCTIONS.
NJ0005622 App1ova/ eAp111:~ 12 31 Bf>
OlJT f" LL NO V. INTAKE AND EFFLUENT CHARACTERISTICS lco111i11ued from page 3 of Form 2-Cj 488 PART A* You must provide lhe results of at least one analysis for every pollutant in this table. Complete one table for each outlall. Sec instructi~!~f~~dtliti~>*~-~ <~lail~--------..1
- 3. UNITS
- 2. EFFLUENT ----~N ! A_ ~!:.L'l'"--""-'.,_J_______,
ALU (*/11*.-i/\* if blonlrJ d LONG Tl HM
__ Allt.HA.!.o . ILJU.UL h. NO OF ANALYSES
. -**------***** * - - - - - 1 9.0 23.85 1 mg/l k /d --~- '._~ --* - _ j?_~ ~ t:. --- --~l_ __,
- b. Chemlcel O><ygen Oem*nd 38 100. 68 1
~'-c_o_D_J~~~-+-~----*-l---~~-t--~--t-----1-----11--*-~--jf-~~--j'-'m~.c:::u...l~l~-f-°'koQ.L~d~-+--L~f7~_--+_1~2='4-'-'-.=5=3--t--_..._ __,
- c. Tot*l Org*nlc C*rbon ('l"OCJ 6.5 17.22 1 ')
,_. _.6.. 1
- d. Tot*I SUIPMnded Solidi (TSS} 56 148.37 1 mg/l kg/d 60 158.97 1
- e. Ammonl* (ao NJ 7 18.55 1 d _QJ_l_ 0 VALUE VALUE VALUE VALUE I. Flow 0.70 (est) N A N A -------
- 11. Temper*ture VALUE VALUE VALUE VAL.Ut::
(winl~r) "C 14.3 VALU_E_ _ _ _ _
VALUE VALUE VALUE
- h. T*mper*ture f1umm~r) oc MINIMUM MAXIMUM MINIMUM MAXIMUM I. pH STANDARD UNITS 7.61 PART B - Merk ""X" in column 2-a for each pollutant you know or have reallOll to believe is pre11ent. Mark **x** in column 2-b for each pollutant you believe to be absent. If you mark column 2a for any pollutant which islimitedehher directly, or indirectly but e1111r-ly, in en .tfluent limitations guideline, you must provide the result& of at least one analysis for that pollutant. For other pollutants for which you mark column 2e. you must providequentitative deta or an e1111lenation of their pre.sence in your discharge. Complete one table for each outfall. See the instructions for additional details and raquiremant&.
- Bromide (24969-67-91 x
- - ------- ---------+----
- b. Chlorine, Totel Residue! x <0.05 N/A _____ .._.--=-1_._mg/_L. ~~IA
- c. Color COPT x llNlTS___ N/ A.___ .. 20 JUA_ _____ l _
1-------+--+--** ---*-*-*---- - * - - - - ----------+-**---*---- - ------ -----
- d. Fecal Colifonn x HPN/ I
.J..00 . ml- . N/A . --* . 488 I A..... __ ---- . _6__ _
- e. Fluoride (16984 48*8) x m_g/l ... Q~J4 -
I. Nitrate-Nitrite (o* NJ x d 6.12 \.
PAGE V-1 CONTINUE. ON REVERSE EPA Form 3510-2C !Rev. 2-851
NJ0005622 DSN 488 ITI'.. V-11 CONTINUED FROM FRONT J. EFFLUENT UNllS ~ &NTAt<E (111*111uu1IJ I. POLLUT* **-
:-i.~f~"Ji. tJ?L~I~
~------
ANT AND b .**. b. MAXI.,,,~ L~r VALU* c ....- - - * - - - * * - -
- ____ ....
- a. MAXIMUM DAILY VALU*
,,, ,,, II NO Of I NO 01' CA8NO. 1eva11
!~~Cl e COHCIEN
. -- - Tor - AHA&
AHAL I* MA~.._
To ... °'89nk x co.. ca!~'.. ***o" COMCa .. l' .. A'lfO .. l*I ....... c&uu;a""*"'**oN hi ....... vsa:s TRATION mg/1 kg/D 0.845 N/A
~--> 'W'5tr:*
6
--- ~---- r-----*-
ILOll .... x <0.85 N/A 1 mg/1 kg/D <0.85 N/A 1 l
l*l'I, Tole! x N/A 17123-14-01 mg/1 kg/D 0.27 1
............ by T...
llt """" x pcf/1 N/A 1.3 N/A 48 121-.
TMlll x pcf/1 N/A 43 N/A 48 T. . .
x pct/1 N/A 15.5 N/A 48 229,TOIM x pct/1 N/A 15.5 N/A 48 1*.-
l ........
r!s:;,i x
x
...,,,,1 1.~1n f>f>n Nill 1 llGel-41*11 x T. . .
x x
mg/1 kd/D 0.02 N/A 2 t.;- x mg/l kg/D 0.7 N/A 1 11.-.*11
~-
T....
c1....a*1 x mg/1 kg/D 0.38 N/~
1
.,~--........
x
...... Telll x 1119/l kg/D 2.68 I N/A
.,T... ~. x mg/1 __ kg/~---- 2.66 N/A I
"*TolM 11439--*11 Toral 114:19-IHl*lll x
x
-~ - - - - - - - -----* **-* *--** -* --
I w.Tln.TolM 04"0-Jl*lll x
- T-lum.
- --* - ... *-* ----- - - .. -* - - ---- . 'I -
Tot*I (loMO J2 81 x EPA form 3510 2C fRev 2 861 PAGE V*Z C:ON 1 INlll llN t'AGE V l
"". 0 NUMal.A NJ0005622
- ,..,,'V ,, .. ,..,,*. ,..I u/ ,.-,,,,.. ,.
OUTf ALI 488 NUMlll"
,,.,,,,.,,., ......... 1 l*lttll No* .*1111111 fltl~'I
,,,,,,.,., ... ,1 * * ,.,,,.); , , ' ' "~
CONJINUED FROM PAGE Jo* fORM 2 C PART C . If you.,.,* pum**y mduslry *nd 1h1s oulfell conlems proceu w*sl*w*ler. *****lo f ellle 2c
- 2m1he 1n*lfuclron1i ludelermme whrc:h ul '""Gt: / M::. lr.u '"""you mu~* '"~' " Mil** *11 tn column 2 *for all *uch GC/MS l11oc1rons lhel epply lo your mdual*y *~~I~ All lo.,c .-1*1*. cy*mde*. *nd lol*I phenola H you.,. not requued lu m*r* * "'""'" I ., ,.,,. "'"'d' r mdu*l11**. na1.,..ccu1
' ********.,. OUltall*. andlHllt'9'/tlltedG(/MS lrec110nsJ. m**ll X *ncolumn 2-blor e.chpollulant you *now°' heve ***son lobelhtv11 *~ pte~111 Mttr .. X 111 cotuou' 7 ** h.M e~hpollutant rott one.,,.,,.,. for lh81 pollulenl II you'""'* ~ulumn Jh Im "' '"'""'*"' Y"" 111us1 poowufe
°' ** ....
beltev. ** 8bHnl If you m.,* column 2* for enypoffuc*nl. you mual pro ...... !he rHUll* of *I ...al
,one anely91a lor 1h*1 poffUl- *f you*-or hltW9 IN....., lobe!- rl wiN be*ech.,gect 1n concemr81oons °' IOppbor .,.,,.,.,, II you mark,"'"""' 1h '"' "L"'I""'* er:rylot111u... 2.4.
lh* *Hult*
I. POLLUTANT be drecherged I
,._!hell.._.****. .
dinil*ophenol. or 2 *IMlh,t 4. 9 ..,..,.......IOI, you must pr.,.,..._ lhe rnulla.,. *I ...., -
MAllM *11* J. KF'FLUENT
....1ys1a lor NCh of lhese poffucenla whteh you llnow oo 11.... ., *Hd>U1* 10 """""" 1h*I you dt..ch.,. . "'
concenlrelronauf IOOl!llltor * - ~.for pollutent* for which you,_* column 2b, you mu...... _ auClrntl *I leHl Of\9 ....,lysrs ur buellw ct.,,.. 111 ... '"" '"d~ons '"" , ... nu1*11* ** **i-:tecllo
,.n. pfeeM ,..,_ eech cerefully Cornplele one 18ble /Ml 1,,.,,e*J for *.ch outl*ll S*e maUULll<m> '"' ddJ111undl del**ls *nd 18qUtr-*
- UNI I'> S IN'f AKE. tupl;*....,I ~
~~:~:: * ****
IMG h **
- c. **
, * .,. 8 MAa VALU* b. MAal.,ff'!..*L~Jy VALU* c.LONG YJtr.::.t.Uf* VALU* , 1 NO 01 AH*I
~-- -- - -
- CONl.llN I, MA":..'> __
~ 9:-\..~'t !~-~~*- jh ,. 0 *
- ANAt.*
- ~ -~~ .. call< l*I co*c*~'J... ,.o.. c.o.. ca!~l""uu.. M*** I*~::::~:**
IU ......... , .;;. -. lal *-** l*I -***
.-*-T_A_LS_,.'-C_Y_AN_l_DE,..,_._AN_;_;D;_:_T.=O..:.T~A-=L...:.PHE_;_;;-NOLo..::..:::..:a:___ _+ - - - - - - t - - - - - - + - - - * - - * - ' - - - - - +---------t----
YSES 1 llAYION l*I **** WMe IM. An1knon*.
fol .. 11440 :le DI x 1119/ 1 kg/0 <0.005 N/A 1--------~ ---- -- ---- - - ----t--------t ----* -- - --- r---
JM. A*-lc, Tol*I 114403911 x 1119/l kg/0 0.01 N/A
. ------- r------*---
3111.-*Hlum. <0.0002
, ***** 1440 41 ,, x mg/1 lrg/0 N/A
.... c ........m. 0.001 Jo**l 11440 4J 91 x mg/1 kg/0 N/A
&M Ch*onuum.
Tooel 11440 47 31 x mg/J kg/0 l>.002 N/A 1119/ I kg/D 0.005 N/A
,,.. llg/1 kg/0 N/A x 0.002
- M. .._cwy, To***
114**1-*1 x 1119/l kg/0 0.0002 N/A
.... N ....*,Tooel 114400101 X# 1119/ 1 kg/0 <0.01 N/A
~ -- .
IDM S.-lum.
l**el 17181 49 21 x mg/1 kg/O 0.01 N/A I IM Stl-. Jolel x 0.01 1744011 41 mg/1 kg/0 N/A
, .... 11440 29 01
_ .I 119/I kg/0 <0.002 N/A 1
- Zinc. totel 11~1!161!11 l
mg/) kg/D 0.025 N/A 2 14M Cventd*.
lotal l!iol tJ 61 x mg/) kg/0 <0.005 N/A lliM P,_,.,h, lot*I x mq/l kq/0 0.014 .:N/A 2 I PA lorm lf>10 2C IRe~ 1 11!>1 l'"-c.1 v I C'ON 111'\11 It ftN Ill VI H~I
- CONTINUED FROM THE FRONT I. POLLUTANT AND CAS NUMBER
- a. MARK *x*
au** la
- a. c.. .. ~* ~~-.~-~-,:. ~~~-;*~~L~-;- b.
,a.v* .._ 1.. va. 1 ,...._. __
NJ0005622 Mi-Xl;_;tJM J¥i
- aua1u
- l. EFFLUENT DSN 488
~c,v VALUE c.LONG Tlir~Ro~'ff"ALliE ,; ANAL NO Ot ------
d 4 UNITS C:OtH.LN
*----:;~ONG TEHM
,, MA:,~
5 INTAKE 1"1'""""11
.-Alilt..UJU.1.._~ALUA::
b NO I
.__l*_f_au_.,_,i.._11_1_ .. ,_ _.._!_~t~*-~:_:_~_i~-*A_.*,., !:..!!!!!...' i'J""'!~ l*_l_w_*~~L~u;cn=L'-""=~='!=HA='="='n"'-t---l*_l_w_a_*_*--tLu,..L&!*,I.,""""'
____ l*I .. .,.:.* YSES I RATION !:J.:*:,":~,;:_:__ l*I ..... YI IOCIMS FRACTION -VOLATILE COMPOUNDS__ **- ____ * - * - - - - - - - - --*--~----- _ >--------+---+----+----t----t----....,.,..
IV. Acroleln 119/l kg/[l <5 l':1.
1101-m.a1 x N/A av. Acrylonlll'll*
1107*13*11 x ug/l kg/D <5 N/A f.. I*
'.*i 3V.BenHM 111.4:1-a1 4\1. Bl1 tCllloro-
-U.111J EU-1142-U*11 X#
x - - . --- f-------- -- -----** - ---- -*- *-*-*
ug/l ug/l kg/D kq/D r----+----+-----1----+----+-..,....
<5 ND N/A N/A ,,
l .,~*
llV. Brornoform 1711*ali*21 y ug/l kg/D <5 N/A 1
- - - - - - - t - - - t - - - t - - - - i t - - - - - - t - - - - - - - - t - - * - - * ----- .. -* - -*
- v.c.rtion Teu9Cblodde
'*'lf IH-a3-lll x ug/l kg/D <5 N/A 1 \;,
- - - - - - - - J f - - - - - - * - - * - - - -*-- ****----**-.
JV. ChloroMn&- . "
llm*ll0-71 1rn/l kg/D <5 N/A 1
+-*-*
GV.Chlo<ocll*
* __L -------**
bromonwlheM
._,_11""'a_4*_411._-_1.;....1_ _- + - - -----* _ x... -* --*-- *- * - *---- **--£.a----- ---- -
IJ.O/l
- - - *-**-* - --- .. *- ***- - - **- .**+-----+.---....... ka/D <5
'---+-"................---1-~-----""L-'--+-------
NIA I llV. Chiaro.then*
1711*00-3) x 'Jg/l kg/D <10 N/A I I DV. 2-Chloro-
- lhYlvlnyl Ethw X ug/l kg/0 <10 N/A (110-71-81 r,..;...----"------+--*- - - r - - - - - - - * - - - - - - - - - - - * --**** --**----- ---******-- *-* --**-**
11 V. Chloroform CU...31 x uq/l kg/D <5 N/A
1----t--~--
1av. Dlchloro*
* ------ ---*-------- i------------ ----*-** - *-*- - -
bromom.lllene (7G*a7-41 x ug/l kg/D <5 N/A
+--**-
13V. Dlchloro-dlflu~
1711-71 .. 1 X# ug/l kg/D <10 N/A
...-----------+--~---*-------
I 4V. I, 1-Dlchloro*
--111-34-31 x **------ --** *-*------- *-----. -- ---*. --*-. ug/l kg/D <5 N/A
+---.J.*--*
HV. 1,a-Dlchloro-1-*_.......
__1_10_1_-oa-_a_l-+---t---t--...._X+--*-- .... _ ---*- l!:;/l kg/D <5 N/A HIV. 1. l*Olchloro*
- lhY- 1111*36*41 :;a/1 v ka/D <5 N/A nv. 1,a-Dlchloro*
pr-*
___________ 178-87-11 _..._,,_v _____ *-+-------t---------1---*---~-----*- ~----** .... **-- ug/l kg/D <5 N/A llV. U*lhdtluro-
...,.._ IM2*1HI x --+------+---------
ug/l kg/0 <5 N/A lllV. EthvlbtinHn*
1100.41 41 X# ug/l kg/0 <5 N/A 1 - - - - - - - t - - * - - t - - - * - --- - - ---**- - - - --- -------1---- ----- ... *-
2ov. Me111v1 8tuU1iLI* 174 83*91 x ug/l kg/D <10 N/A 1--------,1-----*** . ---
ug/l kg/D <IO N/A EPA fOfm 31i10 2C jRo:v 2 8bJ PA~;L V ~ C1IN 1 INlll ON l'AGl V 6
CONTIMllEDFROMPAGfV~
- I 4.
I ,,, 111 tJMll UNIT~
~1,,,,,
fl,,,,
.,,. * ,/
- ' " " ' ' 1Jl.l!1'I AJ11*1.n.1l1**1*111*\ I.' II ll!>
5 INTAKE (opfltm*IJ
,-------*-*- - ---*. - - *- -- . *----~**
d ..,.l*Nl. lt:HM .,_ h No OP llANNO"~t *CON< t.N I* MAS~ _ IU'L.f1.o!1.!,,J. lln*~~~ 1 ANAi Y!.t.!. 1RATtON
~l~~'!!~~; ~ 111 MA** Y~lt*
22V.M*thy-Chlo<ld9 171*09 21 X# ug/1 kg/D <5* N/A 1
- Z3V. I, l,2,2*T*t***
chloroethaM 119*34*11 x ug/1 kg/D <5 N/A 1 24V. T*tr.chloro*
- thyl- 1127*18 41 x ug/1 kg/D <5 N/A 1
-r----
- ZIV. Tofu-11 . . -88*31 x ug/1 kg/D <5 N/A 1 28V. l,2*Tr-*
*----- ~----*-*- ----
Dlchlor091hyl*M I ll&*llO*ll 27V. 1,1,l*Trl*
chloroet-1-11-1111*81 2av. I, 1,2-Trl*
x x
- ug/1 ug/1 kg/D kg/D
<5
<5 N/A N/A 1
1 chlor09th-x ug/1 kg/D <5 N/A 1 1711-00-11 211V. Trlchloro-
- thyl- 1711-01-61 X# ug/1 kg/D <5 N/A 30V. Trlchloro-fluoromet-111*811**1 X# .... ug/1 kg/D <5 N/A 1 31v. v*nr*
Chlorld9 lli*Ol-41 x ug/1 kg/D <10 N/A OCllll FRACTION - ACID COMPOUNDS
-~--~-----+-------+-------+-------+----~~
i A. :Z*Chloropheno ug/1 kg/D <10 N/A 1 lff6Hll x l--------..+--41----+---- -------+-- - - - - - + - - - - - - - - ~------ - - - - - - ---** --------+-----1------ir-----11------4>---....
- ZA. 2,**Dlchloro PMnOI 1120*113 21 x . ------ - - - - - ----- - - - - - - ------- - - - --- -***- *----*- -- ..
ug/1 kg/D <10 N/A 1 JA. 2,4*Dlmethvl*
ph9nOl llOl*61*91 x ug/1 kg/D <10 N/A 1
- A *,ll*Dlnltro O Cr*ool 1134*152 11
t-- -***. ___!_
---*---*- -- -------1-------------- **-*-**------- ---
ug/1 kg/D <50 N/A 15A. 2,* Olnitro ph9nol 111*28 Iii x ug/1 kg/D <50 N/A 1
&A. 2 Nltraph9nol (8875151 x ug/1 kg/D <10 N/A JA. 4 Niuoph*nol CIOO 02 11 x ug/1 kg/D <50 I
N/A UA P C:l1lu1u M C*eM>I It.~ bO 71 x ug/l kg/D <10 N/A 1
~JA l't111l*1..hlo10 plmnol Ill/ U6 !>I x ug/1 kg/D <50 N/A 10A ~hcuul *I 1100 !Jh :.t) x ug/1 kg/D <10 N/A 111\ 1.4.b ,,,
- lalot1upl1u1u,I 11111 Oh :.*1 x ug/l kg.'D <10 N/A
CONTINUED FROM lHE FHONT NJ0005117" D~ ... d8
- MA'I..
5
__ _AltLltlllr~
f*!:~*,~:.:.""
IN I AH.L l*'P"'ldlJ 1.0HC. II.AM Vll\..ll.I. __
Ii NO OP
"""~
l*f .. ,... Ya.rs I B Ac:enmphtherN fllJ J2 Ill x ug/1 kg/D <IO N/A 211.Ac-'>1111e,,.
f20ll llll Ill x ug/1 kg/d <IO N/A
-*-----r-- -*-- -*
Jll. Antlwa-112012*11 x ug/1 kg/D <IO N/A x - . - - - >---------- - - _l!g/L <80 kg/D _ - --*----- - - N[A *---*-
1111.11-.of*I An-
.......IH*H31
~~~--___.. .. __ --- x ugll kg/D <10 - N/~ -
1111 119noo l*I P11r- fll0-32el x ug/1 kg/D <IO N/A 111. 3.**11-.o*
fluarmn-f2118H21 x ug/1 kg/D <10 N/A 1111. -*a ,.,.,,
P*v-11111*2*21 x ug/1 kg/0 <IO N/A 1111. ll*Ho t*I Fluor-*-
1201 Oll*lll x ug/1 kg/0 <IO N/A IOll. Ille fl*Chlorr>
(111111*11 1111 .... -,.~.Ch~,,....0-,..--t x ug/1 kg/0 <IO N/A 1
....., l!*- N/A x ug/~-- . kg/0 <IO
-11111.-*1
... ,,~
...,..._11m-*11 x _ ug/1 kg/D <10 N/A 1 1:19. Ille,..*****.
........ X#
1111*1*11 1 ug/J kg/0 ~/A -- ------
I ! - 1101*1&*31 x ug/1 kg/D N/A 11111. llu1Yl...,.vl Pht .....1 9 * *
- 1 x ug/1 kg/0 <IO N/A 1*. :l*Cft""o
. . . 1111*1111*11
.1111.*c......,.
~----t - -. - __ __,__x__,,.____ -- r - - * - - * -- - - *---
ug/1 kg/0 <IO N/A
.,._,., ,..,..., x E t - fJOllll-12*31
*-- ug/1 kg/O <10 N/A__ 1 11111. Chrv*n*
1:111101 Ill x ug/l kg/D <IO N/A 11111. 0-HO (*.hi AntlwKene llll 10 JI x ug/1 kg/D <IO N/A 208. 1.2 Okhlo*o ben**n* 196 60 11 1----*---- ~# ug/1 kg/0 qQ__ N/~. _J llll. 1.3 OkhlOt'O ben1ene 1&4 I 13 1 x I ug/1 kg/0 <IO N/A EPA Form 3510 2C fRev 2 851 CONTINUE ON ""OE V 1
CONTINUED FROM PAGE V~
- I Vllll .,,,,,,,,."~
CJ"'H Nu 4'00U 110~9 A11111011Jlt:'I"'*'\ 17 JI II!>
2211. 1,4-Dkhloro*
-*-C10ll-**7
......,,-=--=--=--..,..----
x
--'--+---+--------* ---* --*-*- *-*- _ugl.L l..g/Ll <10 pj/A -* . __ J_ __
23B. 3,3'*Dk:hloro
-..1111ne C*l*IM*11 x ~~--+----**--- **-*
. !AlJ/l kg/D <20 N/~-- ------- 1 2411. D*hyl l"lllh91at*
,....... 21 x -*------+--*-*----- *- -* -
ug/l kg/D <10 N/A
- -*-- ~----
1 2tlll.Dlmethyl Phlhelllte (131-11-31 x <10 _N/A 1
....,,:r.::-:rn-..-=-:..---.--+---+--1-------+-------+-----**-**
- 11111. 01-N*llUIYI .. - - - ------ **-***-*** -*
PhthelMe
, .... 74-21 x ug/l kg/D <10 N/A 1
2711. 2,4-0lnltrO*
to..,_ 1121-14-21 x _______ .,.________ ug/l kg/D <10 N/A 1 2811.2,G-Dlnllro-
- - c*oe-20-21 x *--- ---*---* - -------- -*- . ---- r-----*- ---* _ug/l kg/D <IO .. N/~ -
298. Dl*N*OclYI p .. - ...
(117-84*01 x ug/l kg/D <IO N/A____ __L __
31111. 1,2-0...-yl-hyck*lnet*A*o-
,,.,,.. .,.., 1122*1111*7 x - -*------- *- -* - --- . ug/l. kg/D .<10. .N/A_ __ 1_
3111. FluorM1thene C20ll-.....OI x ug(l kg/~ <10 N/A 1
- rz11. Fluoren*
IU-7:J.71
... ~gLl. kg/D <:JO
---+----+----<--"x"--"__________ - - - - - -* . * - - - - . - *- .. *- *--
--~'~- -- __ _J._ ***-
111a.1a.u
-.- - - ~ ---*---*- . ug/l .. kg/D. .(10._ N/A __ --
M8.H**
c:hlor-..--
x ug/l kg/D
---~'~--
CU*ell-31 <10
- 11.H*llchloro* -
cyclopen--
117-47-4) x -----*-*** ---*-*----- ------* - ..
ug/l kg/D - <: 11) _ .. ~/A___ __J 3911.H*llchloro-
-1*7-72-11 x ug/l kg/D <10 N/A 3711. lnd9no U.l,J*c"I Pyr-C1lil:l-38*81 x
- - - - - - - - - + - - - + - - - 1 1 - - - - - - - + - - - - - - - - ,__ __ *----- --* - - - - -*-- - ug/1 kg/~-- - <IO
_Nfft _1 ___
311B.l_....,one 11*-&e*ll
1--'--t--+-~X,_ - ----- - ,__ .. . *- -* - **- -*--* ugLl kg/D _<lo_ N/A. .. .. __ 1 398. N8f>hlh*lene 191*20-JI ug/l kg/D <10 N/A L
408 Nh*ob*nir*n*
198 9li 31 ug/l kg/D <IO N/A 1 X-416. N*Nltro*
90dinl*lhylamln*
16215111 x ug/l kg/D <IO N/A I 426. N *Nluooodl N Ptopyl~nllna x UQ/l kg/D <IO H/A (611 64 11 I
- "llN llNlll ON H~VERSI
CONTINUED FROM THE FRONT NJ0005622
- DSN 488 I. POLLUTANT AND CAS NUMel:R
....l~
- i. .....
- de. ....
- 2. MARK
- v*
"JC" 1*v**1--
MAXIMUM DAILY VA~Ut:
--fr_ :~~ -~~: ~'!!...!t'~!.!!!!!( ____~41~~~~--- ~~~~.!~:.'~!"!!!~~
) Ef"I LUCNT
~MAXl~ii"rii"-:iji-i>J!Y f.*J~affi!_~~l v"A."i.ui:"
- ~ ... -- ..._~ __ _ .............
l*I 11 NII UI ANAi Y~t !a 4 UNll~1 l ONf l N IHAllON
- 1. MA~S
~ INIAKL (**/*l1.m11l1 IUNf.
~\tt..!f~\/
l*I * ..... * **
llffM ___
\/IH.. ~ --
1*1 ..........
.:;;~-~
AHAL v~as 0C,W FRACTION - BASE/NEUTRAL C<M'OUNDS """"""'di
~-~--~-----*
- JB. N*Nltro*
oodlpMnylwnlne l1111-3CMll x ug/1 kg/D <10 N/A 1 "8.P--1hfene I
- 1111. Pyr-1129*00.01 un/l lrn/D II/A 1 L
x ug/1 kg/D <10 N/A 1 0C.- FRACTION - PEITICIDES IP. Aldrln 1308*00*21 ...._ x ----*---1------- I-----*-*
2P. d*BHC 1311184-81 1-------~1-- - -
x **---- ---t-------- -----*--****- - *-*--*-. -****
JP. tJ-BHC 1318-81111 x ---*-4-------+----*- ----+----- ------ ~---**-* ..
U.1*llHC CA 11*81 X l-------~l----+---+------1-------- ------------- ------------------- h - - - - * -- - - -
- llP. 6-eHC 13111*811*111 1-------~~--- l----- X. ---- -*--* -----* r-- -- .
6P.Chlor-Cli1*1'*111 t-------~1----+----1--X __ -.. - *--- -*-*- *-. ,__ ___ ----- ----*----- --
JP, 4.4"-DDT 1110.211*31 X 1-------~I---**+---- ----*J.-------1------- **--- -*--
8P'.4.4"*DDE (12-1111-111 1-------~1----~
x -* - - - - - ---*------ -.- ------- -*.
llP. *.4"*DDD 112-114*111 1-------~1---- -- _x...
IOP'. Dleld<ln 1110111*11 1-------~---- ---**. -i I IP. B*E~llan I 1111*211* 71 12P. IJ*Endo.,llan 11111*211*71
- -X x
- I 13P. Endo.,lf*n Sull*t*
11031.0Hll x 14P. Endrin 112*2081 x ,
16P Endrin Alllehvd*
x
.!!_421 9J 41 - - - -
I 6P tt*ptac.hlot C1ti 44*81 x
EPA Form 3510*2C (Rev. 2 B!'>I. PAGE V 8 CONJ INlll ON PAGE V 8
CONTINUED FROM PAGE V-8
- I
,,.,,,, .... ,,,,,,,..,,.d
, OMIJ No .1000 OO!i~I A,., ......... /t:*JIUt:~ I.I ,,
'!)
IJ~
INl Att£ l*'l"'i.JIJ c.LONG THl'a':aba'tf!~* VALUE , 1 NU 01 " t UN(, I I HM Ii NO Of a (ON( l N 11 MA5':a _,V~~Cf'!~l Y~b!iil.L._ ANAi.
--- - - - - - -* -*-- ---- ANAi.
IHAJION Id Id....... Y~I ~ **~~;*:::.;:* l.f .,.,... V!tfE~
~~~"!!!~'..!~!.."!
11P. Hep18Chlor EPo*kle (1024*61*31 x
..--------~---- *---
18'. l'CB* 1242 11134418-21-111 x *----
HIP. 'CB-12114 11109Hl8*11 x
20P. 'CB*1221
-x-111104*28*21
- --*--**~----1
+*-- ~*--
21P. l'CB-1232 c11141*18-111 x 22'. l'C***2*
112872*29*111
..L .~--------
23P. l'CB*12llO 1110M.. 2*111 x *-
~- -* *-- *-*
241'. l'CB* 10111 112874*11*21
t-*- *-*. x 211P.To.. p..._
18001*311*21 x
PAGE V-9 EPA F - H10-2C !Rev. 4-84)
- Indicates compound found fn blank.
I PA r "'"' l~ 10 "Jf" fH1*v 7 Rfi\
Salem Generating station NJPDES Permit NJ0005622 APPLICATION FORM 2c-v EXPLANATIONS - DSN 488
- 1. DSN 488, the West Yard Drain, contains water from precipitation runoff, fresh water from on-site wells, and Delaware River Estuary influx. The parameters believed present in the discharge due to their presence in the intake are a compilation of the parameters found in site fresh water and the Delaware River Estuary. Since the amount of tidal influx and outflow can not be determined, the mass calculations for this situation are marked indeterminate
("IND") or not applicable (N/A). The discharge flowrate has been estimated for this application.
- 2. Pollutants marked "X#" as Believed Present are listed due to their presence on site in quantities which could be released.
These pollutants are not anticipated to be detected in the discharge.
- 3. The following pollutants from Table 2-C or 7:14A Appendix B are utilized at the facility in quantities which could be discharged but are not anticipated to be detected in the
- discharge:
Carbary!
Diazinon Ethanol amine Pyre thins Xylenol Chlorpyrifos Dimethyl amine Formaldehyde Xylene Methyl Isobutyl Ketone Acetic'Acid Ammonia calcium Hypochlorite Hydrochloric Acid Lead Acetate Napthalene Nitric Acid Phosphoric Acid Potassium Chromate Propylene Oxide Sodium Hydroxide Sodium Hypochlorite Sodium Nitrate Sodium Phosphate (dibasic)
Sulfuric Acid Sodium Phosphate (tribasic)
Toluene Vinyl Acetate Zinc Carbonate
Salem Generating station DSN 488
- NJPDES Permit NJ0005622 West Yard Drain Page 1 of 1
- 1. The West Yard Drain, outfall DSN 488, consists of precipitation runoff, roof drains, floor drains, sump pumps,
- 1 flood pump, service water sump pumps, service water strainer backwash, and river water influx. The primary contributor to the effluent flow is the river water influx.
The enclosed schematic of the West Yard Drain describes the essential contributors to the system. Flow is composed of the sum of the non-precipitation related discharges and the calculated precipitation related discharge. The precipitation related component of the flow is based on the area of runoff, the runoff* coefficient, and the inches of precipitation. The precipitation related influents drain runoff from the facility. The non-precipitation component of the flow includes engineering estimates of normal discharge volumes of the non-precipitation based influents. Although mos~
pollutants are not expected to be present in the discharge, pollutant utilized in the area can be postulated to enter this system during normal operations. Sump pumps and floor drains are not expected to contain any measurable unidentified pollutants, but drain areas in which limited pollutants are utilized. The flood pump is not normally used but is periodically operated for testing and the discharge could contain any of the materials used in the turbine building. The service water strainers are designed to remove small particles from the intake water to prevent clogging and damage to the heat exchangers in the service water system. The strainers are backwashed to remove the collected solids u~ing service water and returned to the Delaware River through DSN 488. Any leakage or draining within the building containing the service water pumps, screens, strainers, and associated equipment is directed to building sumps which are returned to the Delaware River through DSN 488. Since sodium hypochlorite is added at the suction side of the service water pumps, residual chlorine will be present in these discharges but this small volume should have no environmental impact.
- 2. This outfall was evaluated by the USEPA during issuance of the NPDES permit and by the NJDEP during the issuance of the NJPDES permit in 1985 and neither permit contained monitoring requirements or limitations .
CB38 R03 FDU~P.:l Penetration Area Roof Draina CB32
- 11 Ponetrabon Aroa &mp Plmp Rx Penotrallon Roal Drlli'la CB 51 CB52 FHB Roof Drains a..n F - . Bldg. Roof Dnin CB39 B Bldg. Floor Oran CB57 CB82
- 12 Penetration"'""' &mp Plmp Rx Ponetra!!on Roal Dr... CB 35
°*'1. Trml Bldg.
TlrtW!e Bldg. Roof Drlli'la ~----~
8ur4>a Ovor11ow 1~-M_IH_#9-~
_ , TuttWn. f6ood Pump #11, #12, #13, #14 T..t>.
Setvic* Bldg. Roof 0r.n TlrtW!e Bldg. Floor Dr...
CB60 M/H #10 CB53 CB54 CB28 FHBRoofDran Aux. Bldg. Roof Drains
- 1 D/G &mp Plmp CB26 CB25 Ponotrabon Roof Draine Hose Connection FHB Roof Drains CB62 CB63 CB59 M/H #14 CB31 CB30 CIT SALEM GENERATING STATION 11, 12, 21, 22SW&mp Plmps SW Roof Drains WEST YARD DRAIN NJPDES PERMIT NO. NJ0005622 DELAWARE NJPDES OUTFALL - DSN 488 RIVER MAY 1990 L
PLEASE PAINT OR TYPE IN THE tJNSllAIJLI> Alll:AS ONLY. Yuu 111av rt!por1 some or all of EPA 1.0. NUMBER {<'U/J\' (rum #11*111 1-uf l*'onu IJ I 01111 A11111ov1*,/
ttus information on sepa1a1e sheets (use tlw sa1uc lur11h1t) 1usWdd ul cu111plt!11n9 lhc~c 11a9t~s. NJ0005622 OMtl No 1000 110~ ~
SEE INSTRUCTIONS. ApplO\lillt:A./llft!; 12 .,, l:Jf>
OlJl t* LL NO V. INTAKE AND EFFLUENT CHARACTERISTICS (cu111i1wed from page 3 of Form 2-C) - 489
--~~~~~~~--~---~------~-~--------~~---- .......
PART A - You must provide llu: results ol al least one analysis for every pollutant in this table. Complcw oru? tdlile fur edch uut l~Sec ~1s1111~~*':'!~!.'!.'_ a~_l~l_i_!!o11.il dt:~il~:. ______
- 2. EFFLUENT l UNITS .. 4.. ~!"'I AK~ (*'f!fl~I) ___ _
(toJl**,*i/\* if blanlt)
':u~IYa'lfeY VALUE ,1 L.ON(j I l UM I. POLLUTANT **MAXIMUM DAILY VALU& c.L C.ONCl:. ... l'NATION
- d. NO. 0 ..
ANALYSES a.CONCEN-TffATION
- h. MASS
-
- All.LliAi.
l*I
~~~-,.~~~~.
11.AJ..J.11...... - - -
I *I MA>"o h NO OF ANALYSES
- Biochemic*I Oxygen D*m*nd 36 1.36 ____ l_
(BODJ
- -2.4-- N/A
- b. Chemlc*I Oxygen D*m*nd (CODJ <10 N/A -+-----+---l--+--_m_,f_J___-r-k~_d_~_42. _____ NI IL_
- c. Tot*I Orpnlc C*rbon (1'0CJ 9.4 0.36 1 *--2. 6__ ___l'jj~_ 1 kg/d
- d. Totel Suopended Solidi (TSSJ 3.20 0.12 1 ~g/l _kg/d_ _QQ _____ ____ ll/ A-----t---=-1-~
-~+-------+----~~~-t----~~-t-------+-------
- Ammonl* (aa NJ 1.18 0.045
+----~-----+-----~-----i---~l~-t--m~~l __ ~_kg/d ____ Q.....2.l______ N/A ___ _
VALUE VALUE VALUE VAl Ut:
I. Flow 0.02 N/A 0.01 N/A NIA VALUE VALUE VALUE
--111A *---*------*----*
VAL.Ut:
"C 25 N/A 12.27 N/A VALUE VALUE VALUE
- h. Temper*ture
(*"mm*rJ 33 N/A 19.94 oc 16 MINIMUM MAXIMUM MINIMUM MAXIMUM I. pH STANDARD UNITS 5.40 7.90 N/A N/A 37 PART B - Mark **x** in column 2-* fOf BKh pollulanl you know Of heve reuon 10 believe ii preaenl. Mark .. X.. in column 2-b fOf" each pollutant you believe to be absent. If you mark column 2a l~r any pollutan1 which i1 llmi1edellher directly. Of indirectlybul uprealy, in en effluent limite1ion1guideline. you mull provide lhe re1ult1 of at lee11 one analysis for thal pollutant. For other pollutants.for which you mark column 2*. you mu11 providequenlil*live dlll* Of *n explenelion of lheir prennce in your discherge. Complete one table for eech outfall. See the instructions for adduionel de1ails end requiremfmt*
I. POLLUT* Z. MARK 'X' 3. EFFLUENT 4. UNITS 5. INTAKE ("l'"""al)
ANT AND CASNO.
- e. *E*
u:,."': b. ** **MAXIMUM DAILY VALUE ':u:Ra'lf:Y VALUE Ll::~ .....--~~-~~------f---~,_.....__='i""==----~l----~...:..;-......-.....;.-'------4 AHAL-rt NO. 0 a. LONCEN*
l* MASS (If ..,allabNJ **Nw *&hT l*t .. A** l*t .. a** YSES
- 'tATION
- Bromide f24969-67-&I x t-~-~~~-+~-+---1--------t-*-----~-+-------+--*~~-~-t------ ---.--*-----+---------- ------
- b. Chlorln*.
Tot*I Realdu*I x
-*-* --*--* - - -- --------*->--------- ------+--------- -------- ------- *----
- c. Color cr:et -* *--- -- ---- ------- * - - - -
x UNITS N/A 20 - ------
N/A 1
- d. Facer ii>NJ.
Col1tor111 x 100 ml ~/A. 4~& N/A_ __ _Q_ __ .
- e. F luorltle *
( 16984 48-81 x '
mg/l _kg/d_ o. 1£1. - N/A .fi ____
- f. Nltre1e-*
NltrlUo (a* NJ m 6.12 N/A 105 PAGL V t CONTINUl ON HL VERSE EPA Form 3510 2C tRuv. 2*851
- nsu v .* CONTINUED FROM FRONT NJ0005622
- DSN 489 l.POLLUT*
ANT AND CA8NO.
a MAllK
- w*
- a*
b .**. e.
MAXIMUM DAILY VALUR J. EFFLUENT lb. MAXl"7Jl':,I lf_e~~ VALUK C.LUftU * * - -
- ---* v .. --.. ~I N0.01 a COHCIEH AHAL 4 UNllS
~------
lo MA~'>.
.-~ ~I*.~.--
!> INTAKE (**1***cm11IJ
- --:i*~'J~i!1 v.:t-:,~
I NO Ot AHAi l*I TAATION Tae.10..... lc x l*I co .. c .......... o .. ht *a** co .. c .......... o ... hi**** c,.., , .......... o .. l*I ..... V5~S mg/1 kg/D 0.845 N/A V5*a 6
t*NI ~---- !----"- ---
ILOll_.
~
x <0.86 N/A 1 mg/1 kg/D <0.85 N/A l L ........... :* .. - --
t* l'I. Tatel x mg/1 kg/D 0.27 N/A l 1112:1-14-0l 121-.
...............lty 111A.....
x pc1/1 N/A 1.3 N/A 48 T-x pc1/1 N/A 43 N/A 48 1aa ..........
x pc1/1 N/A 15.5 N/A 48 141R*-
229, To181 x DC1/1 N/A 15.5 N/A 48
,* .a,,
............. x ~11 lrn/n ,;,;n N/ll 1 L .......
x
~rs;-
11........., x
...,... x mg/1 kd/D 0.02 N/A 2 ILewlll I
<0.05 N/A 1 r.;-
....... x x *-
IH**** mg/l kg/D 0.7 N/A 1
~- x 1119/l kg/0 0.38 l 1,.........
x N/A 11~41
&8'9'T. . .
~
x 1119/l kg/D 2.68 N/A 1
...Tatel x
mg/1 kg/D 2.66 N/A I
1143e*M*11 x ~------ I-- - ---- - ---- -- ---** *- -*
"*Taul x 114Jlil*IMl*lil w.Tln.TOlel
-** --- **------- - - - - - - '---*---- --*-----**- L.__ - - ----*- - .. - . - ------* - . - -- - *-
x Cl"40-l1*1il Totel C7440 l l 61 x :
EPA Form 3510 2C fRev 2 85) PAGE V*2 C:llN 1INI11 llN l'Al>E V l
- CONTINUED FROM PAGl l OJ FORM 2 C If-A I U NUM*l.R NJ0005622 t***I'"' fr1uu ll1*u1 I uJ l'uuu IJ OU I f ALI NUMHt H 489 I '~fll No* .'*""' O(l~'I 4 1,,., u *. 11 , .,.,,, " I I 'I ti~
PART C
- ff you ere* p11m*ty uldua11y *nd 1h1a oudall con1*1nsprocess wasl*w*I**. refer lo J eble 2c 2 tn lhe 1nat1uc:hon5 lode1t111m11Mt wluc:h ol tit~ (.it: / MS tr,,, '""" y1111 n*u~* tr.~* fot Ma** X m column 2
- lor *II auch GCIMS hiKINM\a l"91....,tv 10 ,...., 1ndu*lf\l *m.tl~ ALL lo*oc met*la. C\18nld9a. *nd lol*ls>t->ola ff \IOU*** no11equ11t1<l 1u mar*'"'"""' J .o/u:<<""'d'Y 11tdu>I"*'- n0<rproc.. a
- l*w*I<< OUll*lls. iand,_.,...,,.-1 G( IMS l*ecl-'*I. m.,ll lC on column 2-b IOI eech poltul8nl wou llnow Uf ....,_***&on 10 heir"""*~ p1e,..,111 M.or* )( "'column J c: lot "'""h pollul- \IOU belie-** - - . 1 II \IOU m.,ll column 2* for an\I pollut*nl. \IOU mual pto,,....1"9 rnull* ol al ....1 -.,,*l\l*** lor lhal pollu1an1 II rou '"'"'" culumn Jh luo *"'* 1,.,11 .. 1.. 111 Y"" "'"~' I" ovtde lh* '""'I*
ol 111 ....1 - mn*twa*a lor 1ha1 poll.,._ ii.,.... *now°' h - , . .aon lo bat- If will be ..ach .. ged m concenlfMKlllS ol 10 ppb or.,. ** ,.,, II rou mao*, ulunm 1111 ..........1.. 111. ac1\llut1111,.._ 2.4 dinilt..,_...., Of 2 --h\lf ... e ..........---. you - pt0Wld9 ....... u11. °' ....... - Wl\fa** lor ..ch ol lheu polfutanl& which \IOU .. , _ OI IMv" .......... lu """""" lh*I rou dtw:h.... ..
conc.>lralNM\eol 100..-,0t p - ~.IOI ..,olulantal0t which.,....-* column lb* .,.... muu .,.._ aubmtl a1 len1- '""'"'"51s IH bt Miiiy '"'"" rol** 111c ,., .. ~on>'"" pollu1*11l *..-.edlO 1" be chchafged Hille lh9I lhM~** 1 * ......... pleaM * - - " c.telult\j Complete - lable (all 1 #>>fie*/ lor *ach oullall See mal*u..locm> lur dt.IJ111un.tl dtol*rls and tequlf-*
I. POLLU'TANT I MAllM *** J. KFF"LUENT 4 UNI I':>> S IN'I AKIE fop1~011t. . I
- ANDCAa b ~- --- -- -
NUM*l:R *:::* ~.:: ~.:: ...... VALU* MA**;,,. . . ,V'~:-'VALU* cLONGTJfr.:.&.Ut*VALUW d"H"O"~ . . . CONt.aN ** MA">~ ... ~-.....~ Va':~** itt*o**
,.,...,....., ** :::i .-.~, t*I fal*a** hi hi .. *** f*I t.1ln.*** YSIES '""l'ION l*lt:u .. c** l*J-*** ~'=~
t--------'L._J::.,.*L*__._ C99C co*C*"*****o" c.o..c*******u" -- ----** --- -- -- -*-*~*-*-*O-"-~-----t---
- TALS. CYANIDl. ANO TOTAL PHINOU ,_ - ---
IM. Antlmonw.
, .... 11440 - 01 x 1119/ 1 kg/0 <0.005 N/A 1----------i *-- --- --- - ------t------1-- - - - - - . - - --
JM. A* .... ic. Total 11440>>21 x
Mg/1 kg/D 0.01 N/A
. . . -wlllum.
, ***** , ......... , 11 x ntg/1 ~g/0 <0.0002 N/A
-C-lum.
I01elf14404391 x mg/1 kg/0 0.001 N/A 9M Chromium, 1---- ...
Totell1oM047 31 x mg/I kg/0 ()_002 N/A
- x mg/1 kg/D 0.005 N/A Jiil ..... , ...
PQlll 11 x lllg/1 kg/D 0.002 N/A
- M. -cury. Tot**
9M.N .... et.Tol91 x
1119/1 kg/D 0.0002 N/A 17440-0201 X#
Mg/1 kg/D <0.01 N/A IOM S.-lum.
, . ,... , . . 2 ... 21 x mg/1 kg/0 0.01 N/A llM $1-. folel 1184021 **
x --
ing/ 1 kg/D 0.01 N/A i2M T-llum.
T*,..t1oM01801 Ilg/ 1 kg/D <0.002 N/A
, . . Zinc. lo,*I
-- .I 114401111111 l mg/I kg/D 0.025 N/A 2 14M Cv*md*.
to*** 1~1 12 b, x mg/I kg/O <0.005 N/A x 0.014 DIOXIN
-**----*--------- -- m11/1 kq/0 2
.1 I I I DIESCHl*IE HIE.SUL TS 11-, i '****..I" t.i*hnu*hh*n*u x Um*m C1164 U1 *** .,
I PA foun ]!'>10 JC. lflev J 8!>1 f'Ac.t V I l"tlNllNIH ClNtUVIH~I
- CONTINUED FROM THE FRONT NJ0005622 DSN 489 J. EFFLUENT 4 UNITS 5 INTAKE 1**11111111.dJ 0
1 I ONt.. lt::HM h NO Q 4 ( ON4. l.h 11 MA~:;. --~ 11 I.If./\ !.r. *-11 dL.ltL__ "., "'- ~
a HAT ION & *.~ .: ~-~::~"" I *I .. *** '° **6t~
_: ~---- --- -- .**--*- -+---i----+---+----+-----i-""1111*1 1 V. Acroleln x 119/l kg/fl <5 N/A i *r C10HIUll
+----- *-. *~
- ~
2V. AcrylonluUe 1101*13-11 x ugll kg/D <5 N/A 1 ,.
3V. Ben..ne 111*43*21 X# ug/l kg/D <5 N/A l 4V. Illa ICllluro- N/A
_,.:irlJ Elhw ug/l ND l 1142**11 kq/O
- --- __.X>--41------+------ - ----- --* - ------------ -** ----* --* ,..
IV. Bromoform 111*28-21 ug/l kg/D <5 N/A l lf
- v.c-
+---.. --
Tetrechlorlde llB*23-ll JV. Chlor..._..._
CHa*IMHI x -** *---- -------- --- --*-- -* ----
ug/l un/l kg/D kg/D
<5
<5 N/A N/A l
_l_
av. Ch1oroc11.
br-*-
1124***11 l. 1!']/l kalD <5 N/A llV. Chlor-hene 111*00.31 x !.lg/] kg/D <10 N/A 10V. 2-Chloro*
elhyhllnyl lilher 1110.11*1 x ug/l kg/D <10 N/A 11 V. Cl\lorotorm 191--31 x uq/l kg/D <5 N/A 12V. Dlchloro*
br--...e x ug/l kg/D 111-21-41
<5 N/A 13V. Dlchloro-dlfluor.......,_
111-11*1 X# ug/l kg/D <10 N/A 14V- I, 1-DlcblorO*
......,_Clct-34-31 x ug/l kg/D <5 N/A 10V. 1,2-Dlcbloro*
..._1101.-.21 u::;/l kg/0 <5 N/A
""nil ka/D <5 NIA nv. 1.2-ok:hloro-
._P_*- __*_11_*_-a_1_-1_1-+_ __,r---l--1vr.-+--------lr------;--*----*----- ___ -----~------ __ _
ug/l kg/D <5 NIA
- -*- I llV- l.J*lllcNot*
~IMJ*Ji-tl x ------*---
ug/l kq/D <5 N/A 19V. E *hvlb*nZ*IHI 1100 41 41 X# ug/l kg/D <5 NIA iov Ma111v1 tuomu.t* C74 83 9) x ug/l kglD <IO NIA
°J.IV Mulhyl x ug/l kg/D <10 NIA Chlutu.I* 114 UJ 31 EPA form ltilO 2C (Hcv :..! H!>I 1"111\lllNIH ONl'Al.l V6
CONTINUED FROM PAGf V-4 t PA 1 o. NUMBl.ff
- *~;-;:--r,.,.,
ti**"'
f1011t ll1*rn I u( ;.*,;,.~*;,*-; j(Ol.11 FALL I
NUMBER 11~q I
,,,,,,. .. 1,.,,,,,.,.,,
111\111 Nu .'IH ltl A111*t1H,1l1**1u11*\ I.'
1111~1'1 II tit>
I. POLLUTANT AND CAS NUMBER
,_ t**
" MARK.,..
- ,::* -;-.:~
- i -* * * *
- l. EFFLUENT
-- .... *-- --* -.--------------*----~~-------- ----
b MAXIMUM SD D ... Y VALUE c.LONG TIERM Avr.1G. VALUE . . . . 0 01
,~-.~~*--~-~A-~IMUMDAIL~~~~~~-r------**'if*UJOffc.abl~J _(lfauallabeJ ANAL
- 4. UNITS
- CON<l:.N 1, MA.S~
di
~ INTAKE /u1*f1<>r,.IJ l <*Nt .. IEHM
-* Al/Uf.1'>... \IA).jlj;__
h NO Of' AHAi f1/01*odab*t'J Q~ ~~~-* ~~:~ ~IJ"~.!.~*~~~*d*---~1!_... ~*~- ~~~.:~*!*!4..~~~ -**~:~~ LUNt. . * !*.*.. , . .. IJN __ _.!_'~~:.~~---1--YSl_~_ IRAllON ~~~*~r;;._~ ~ -~-~ ~~~- -~!111;-~
GCIMS FRACTION - VOLATILE COMPOUNDS 1<*0111mu.. c11
-- - --- -***- --** ---- ~-- -*--------* --*-- *****
22V.Melh11 .....
Chloride 111i*09*21 X# ug/1 kg/0 <5* N/A I 23V. 1.1.2,2-T*lr**
chloroeth*n.
1711-34-51 x ug/1 kg/O <5 N/A
- Jl4V. T*lrochloro-
- h11*- 11:117-18 41 x ug/1 kg/O <5 N/A I 21iV. Toluane ll*-88*31 x ug/1 kg/0 <5 N/A I 28V. 1.2-Treno-Dlchl0<oe1h11l*n*
(168*80-lil x ug/1 kg/D <5 N/A I 21V. 1.1.1-Trl*
chloroethan.
171-lili-81 x ug/1 kg/O <5 N/A 1
- Jl8V. 1.1.2-Trl-chloroeth*,...
x ug/1 kg/O <5 N/A 1 1111-00-lil
- ZllV. Trlchloro-
- h111- 1111-01*61 X# ug/1 kg/0 <5 N/A 30V. Trlchloro-ttuorom*th8na ug/l kg/D <5 N/A 1 171i-811*41
-~#
31V. Vlnr' Chlorlde lli-01-41 x ug/1 kg/0 <10 N/A 1 OCiW FRACTION - ACID COMPOUNDS I A. :Z*Chlorophano IH.61-81 x ug/1 kg/0 <10 N/A I 2A. :Jl.4*0lchloro phenol 1120-113 21 x . --**--- - ---- -- ----*------- -------*--- -*-*----*----- - -* ..
ug/l kg/O <10 N/A I 3A. 2.4*Dlma*hvl ph-11105-67-91 x -----*---- . -**-*--------- --*---- *-- ----- - - --- ---*- .. -
ug/l kg/D <10 N/A 1 4A 4.11-0lnllro O Cr*ool 1534-112 11
,...... ...... __L ---------- -- - - - - - ug/1 kg/D <50 N/A 1
- i.----- -*-*-- ---* . ---*- ---
6A. 2.4 Olni1ro phanol 1111 *28 61 x ---*'-**----,;,__ - *-*** . ---- -- - -
ug/1 kg/D <50 N/A 1 6A. 2 Nitroph*nol 188 75 Iii x ug/l kg/O <10 N/A
- . --- - r-*
7A 4 Nilroph*11ol 110002 11 x ug/1 kg/0 <50 N/A HA P Chiou> M Creu>I l!JY !>0 11 x ug/1 kg/O <10 N/A 1 "A t*u11lallaloro pluuwl IHI lJ6 !'>I x ug/1 kg/0 <50 N/A 10A t*ln:11ul
- CIott~~ :n x I ug/1 kg/D <10 N/A llA 1.4.h I II
.1dottu11hu1111I llUI Oh .!I x ug/l kg,'D <10 N/A
CONJINUEO FROM THE FHONT NJ000!>672 OSN ., _ J IR Acen-..hth*,..
183 32 DI x ug/1 kg/D <10 N/A x ug/1 kg/d <10 N/A I Jiii. "IJ*JI llJO "'""-- x ug/1 kg/D <10 N/A
.......Id,_
1*:i***lll x _ __,..__. _ _ _,_ _ _ _ t - - - - . _l!g/l _ ~g/()
<80
. *- --------- . - "~ *---- l ee. -ot*I IM*M 31
- -*- -- x ----- -----t------~--** -----. ug/.1 kg/D .<10 - N/~ l ee. lhn** t*J Pyr- jlll).3Jel re. 3.4**-o*
i:i***JI
.......0,...,,
P*y-U*l-2421 x
x x
ug/1 ug/1 ug/1 kg/D kg/D kg/D
<10
<10
<10 N/A N/A N/A
- 11 . ..,*ot*J Fluor_,_
120708**1 x ug/1 kg/D <10 N/A llMI. 81e tl*Clllorr>
- llloorJM..h -
11" **. .,
11*.... -,,-.-Clt-l_o_m-t x ug/1 kg/D <10 N/A ----
... ,,, l!*- N/A I
...........1 ug~~-- kg/D <10
- - .X -- ---*-
- ti~
....,..._11111-**1 x N/A
,,, 1*11 .....
. ug/J kg/D <10 I 1117 .. X# ug/.1 kg/D _qo* ~/A -~---
1 . . . . . . .- .
_.,..yl~I 1-1101-H*:ll x ug/1 kg/D <10 N/A I*** 8u1YI 1hn1yl x ug/1 kg/D
<10 N/A 1*. 2-cftlDro*
_im..e. ..
~*--1*~1*-=....;*1_.1_ _ _.._. _ _ __ .........._x__.,_______ .. _____ -**-. ug/1 kg/0 <10 N/A 178."4*CM9m*
...-v1.....,.y1 Et- **-*72*:11 x ug/I kg/O <10 N/A--
18a.Ctwy*-
1218 Ot *1 x ug/L kg/0 <10 N/A 1*11. D"-'*o (*.hi Anthrecene 183 10:11 x ug/1 kg/0 <10 N/A I 208. 1.2 Dkhlo*o bmn*mn* IH 80 II I
_X# ug/1 kg/0 <11!... N/~.
I
-1 ..
JIB. 1.:J Okhloro
- -..-*&411:11 x *, ug/1 kg/0 <10 N/A EPA Form 3510 2C !Rev 2 85) PAGE V*6 CONTINUE ON PAOE V 1
CONTINUED FROM PAGE V-6
- lo1111A1111111111*,/
()1.fH Nu .10(}(.) IX I~~
Al'l""v"'lt:ti/m* I~ .JI II~
~ INTAt<I:. ~*~E-"'.,"-'"--:'1---1
<1 IONt.tt.HM hNOQp
.... t\V!.!11\!.1 .. VIII.Ill._ AHAL I*!~;*,~:,::..
Iii .. -** **its
- -* -- -- --~----
-4----4-. - - - - - . - -* ---------- _ug/J. l..g/il <10 N/A ___ J __
238. 3,3' *Dlchloro benaldlne l*HM*11 x ---+--------- --*- . ~9/1 kg/D <20 N/A 24*. DIMhyl l'hlhelet*
a....:;1114-:....:...;88=..:*2:.:l_ _--JI-- - . --- '-~- --------1----------- *- ....... - - -* . ug/l kg/D <10 N/A 1 2118.Dir-thyl l'hlhelete x 1131-11-31
- -r.:H.;,,1*'-.0:,lr::;l-N:.,-111..-u~ty~l,...-t---*+----l--J------~-~------l-------** ** ** .. ...__ ___ *-*--- - -~~n. -*--- k9/D *-
. <10 -~/A___ ~_.!_ __
Phthalete 1114-14-21 x ug/l kg/D <10 N/A 1 11--------1---4---..J---I--------------~--- *- - ---* - - - -
21*. 2,4-Dlnltro*
-tolu-1121-14-21 x
- - *- ---**-- +----*--- **--- --- ---*- --- .
ug/l kg/D <10 N/A
~---
211*. '2,6-0lnltro*
1oiu-1eoe-20-21 x _ug/l kg/D <10 N/~ --~-
2118. Ol*N*Octyl Pht"'°"'t*
._.l-'-1-"-17'--8=-4--"-0-""I'------'*--- -*- -**
x ug/l
- kg/D <10 N/A_____ _l 309. 1,2*0 .......yl-hydrulne f* A*o-
,._,...,.., 1122*M* 1 x -- ug/1 kg/D .<10 .N/A_ ___ 1_
318. Fluor-thene 1208-44-01
..!-~------- ---*----- ug/1 kg/~ <10 N/A 328. Fluo,.,..
IM-73-71
'-------'"-- ~- L
... 1:19L.l .. kg/D ~10 *-* ~/~ - - __). ....
....111a.1a.11 Mll.H**
---LL ug/1 kg/D _(lQ._ .N/A ____ --1--
clllofobu--
cu*-31 x ug/1 kg/D <10 N/A 1
- * - H*echloro*
cyclopen--
(71*41-41 x
- -*-1--- _ _ _ _ _ _ .,_ ----*-*------- ------*- - - - -----*-
__ ug/1 kg/D _q(I_ - ~/A___ ___J 308. H*echlofo-
..,._ 181*12*11 x ---<>---~* -*- - - - - --* --- >------1-------
ug/1 kg/D <10 N/A 31** 1.......
fl,l.~*clll l'yr-
..._,l'-"1.:;.8.:;.3-.:;38.:;....:*llc.:.l_ __._ _.___...__X_-1--______,'-_______ ~---. -**-- _ ... ____ ***- __ ug/l kg/~ <10
--- -------*-** . _N/_A __!___
3118. 1-horone
~'-1_9_.11_u_.1_1_ _ _~--'--+-----!- ug/1 kg/D .<10 N/A... . _1 388. Nmphth*l*n*
191-20-31
.X. *- *---****---- **----** ----.
ug/1 kg/D <10 N/A 408 Nhrob*n~*n*
198 95-JI ug/1 kg/D <10 N/A 418.,N*Nilfo*
x
.odin***hyl*mln*
182 15 91 x ug/1 kg/D <10 N/A 1 428. N*Nllrooodl N Propylarnln*
16:11 64 11 x UQ/l kg/D <10 H/A
,*11NllN111 ONHtVERSI
CONTINUED FROM THE FRONT NJ0005622 DSN 489 4 llN I I~, ~ IN 1 AKL f"l'llu*1t1I/
,1 lCJNI~ llffM l;NC)O ..
11 NCI UI ANAi d I UNI l h ~°ii.!! ~llJI y ~l_~J. - - AHAL ltfA110N Id* .. ****** 1.1 ...... *~ vs.t.s Y~I ~
4311. N*Nftro*
_lp.....11i.m1...
lltll-3CHll x ug/1 kg/D <10 N/A 1 I
x--
ua/1 ka/D <10 N/A 1
<10 111/ll 1 11-.:
....=-.""t"",2..,a.,.,..*."""y'",.,.._--t---* .. -*-. JL chlorobena-ljt:IOG-0 x ug/1 kg/D <10 N/A 1
~FRACTION - l'EITICIDES 1P. Aldrln 1308*00*21 x ----*-------------- ~-- --* :*--**-*
2P.U*BHC C311t****BI 1--------41-- - - - -*--
x ---- - . - - - * - - - - - '-----*--** --**-
3P. 8-BHC 1310-115 JI 1--------41---4---+.---4*--
x ------4------+----- ---1---*- ------ >------**-* ...
4P l*llHC IN 11-111 x ------~ _______,_______ ___ - - -------
IP. 6-llHC 13111-88-lll
...--------i----
IP.Chlordane
--*- IL 157-74-111 Y __
7P.*.4'-0DT IB0-211*31 x
--*-*-------~*---*--- -**-- ---*--. ----*
er. *.*'*ODE l72*H*lll
...---------f---- - --- x **-* ------ ----------- --- ------- --* --- ***-
llP:*.4'*DDD 172-&**BI
_}( __
1------------- -- --*
11P. a-Endolull*n
__,_ ___ .. ---- - ._x -i 1115*211*71 12r. IJ*Endo.,u...
11 Ui-211* 11
---l x
- I 13P. Enclo.,ll*n Sull***
11031*07-81 x 14P. Endrin C12*2081 t---- ------*
x 15P Endrin Aldehyde C74219341 x
16P. H*ptechlor 116 44*81 x
EPA Fotm 3510-2C !Rev 2 861 PAGE v,e CON UN Ill ON PAGE V 8
CONTINUED FROM PAGE V-8
- I (IMll flli, ,'CNHI CJ(l~1 1 1 A1*111u11.1l,**1mt:\ ti JI
!J fJ~
IN 1 "KC l*'t*t1 .. ,1c1IJ c.LONG 'l'}/i.,~.,hJ.f:.f VALUE , 1 ;;;,-,~, .. I UN(, 11 HM h HO Ut
~-*- * - - - -- - * --* *--- ANAL
- CON( l N h MAS~ ~\JLllf't.~l Vf\!:,.!JL. ___ """"
~~~!*?*~~!.!~~~ Id-...... V!..I ~
IHAllON I*!~;*;::.::* l*I ...... V~E~
17P'. HeptKhlor Epoalde 11024-67-31 x 1---------+---* - --*
11P. l'CB-1:Z4:Z 11134ee-:ZMtl x UIP. P'CB:1:Z64 111097-ae-11 x ----------
- ZCIP'. P'CB-1221 111104*29-21
+-- - -*- ---+*---------+---'--- x 21P. l'C8*1232 111141-UHll x
22r. rca-12*
112812-29-81 _x_
23P'. l'CB-1200 111089-82-111 x **--*-
1 - - - - - - - - - - - t - - -* --- ---
24P. PC8*1018 112874*11*21 1 - - - - - - - - - - - t * - - **-
x
- ZllP'.Tonphene 1*001 -311-21 x
PAGE V-9 EPA f - H10-2C (Rn. 4-841
- Indicates compound found fn blank.
I PA f " ' " ' l~ 10 ")I fH1*v "} R~l
Salem Generating station
- 1. DSN 489, the South Yard Drain, contains water from precipitation runoff, fresh water from on-site wells, and Delaware River Estuary influx. The parameters believed present in the discharge due to their presence in the intake are a compilation of the parameters found in site fresh water and the Delaware River Estuary. Since the amount of tidal influx and outflow can not be determined, the mass calculations for this situation are marked indeterminate
("IND") or not applicable (N/A).
- 2. Pollutants marked "X#" as Believed Present are listed due to their presence on site in quantities which could be released.
These pollutants are not anticipated to be detected in the discharge.
3* The following pollutants from Table 2-C or 7:14A Appendix B are utilized at the facility in quantities which could be discharged but are not anticipated to be detected in the discharge:
Carbaryl Chlorpyrif os Diazinon *oimethylamine Ethanol amine Formaldehyde Pyrethins Xylene Xylenol Methyl Isobutyl Ketone Acetic Acid Ammonia Calcium Hypochlorite Hydrochloric Acid Lead Acetate Napthalene Nitric Acid Phosphoric Acid Potassium Chromate Propylene oxide Sodium Hydroxide Sodium Hypochlorite Sodium Nitrate Sodium Phosphate (dibasic)
Sulfuric Acid Sodium Phosphate (tribasic)
Toluene Vinyl Acetate Zinc Carbonate
SALEM GENERATING STATION DSN 489.
NJPDES PERMIT NJ0005622 RENEWAL SOUTH YARD DRAIN PERMIT
SUMMARY
TABLE SHEET 1OF1 PARAMETER EXISTING PERMIT FILES swQs DRBC PERMIT RECOMMENDATIONS NOTES LIMIT FREQUENCY TYPE LIMIT FREQUENCY TYPE Flow NIA Once/Year Galculatect 0.01 Avg. N/A N/A N/A Once/Year Calculated 1,5 (MGD) 0.02 Max.
Net Petroleum 10 Avg. Once/Year Grab 6.80 Avg. N/A 10 Max. 10 Avg. Once/Year Grab 2,6 Hydrocarbons 15 Max. 6.80 Max. 15 Max.
(mg/I)
Net COD 100 Max. Once/Year Composite 0.00 Avg. NIA NIA 100 Max. Once/Year Composite 2,7 (mg/I) 0.00 Max.
NetTSS 30 Avg. Once/Year Composite -57.30 Avg. NIA 30 Avg. 30 Avg. Once/Year Composite 2,8 (mg/I) 100 Max. -57.30 Max. 100 Max. 100 Max.
NetTOC - - - -1.30 Avg. NIA NIA 50 Daily Once/Year Composite 7 (mg/I) -1.30 Max. (Max.)
pH 6.0 Min. Once/Year Grab 7.10 Min. N/A N/A 6.0 Min. Once/Year Grab 3 (S.U.) 9.0 Max. 7.10 Max. 9.0 Max.
Salem Generating Station DSN 489
- NJPDES Permit NJ0005622 Permit Summary Table Explanation of Existing Permit Reference Notes south Yard Drain Pages 1 of 1
- 1. Flow is calculated based on non-precipitation related estimated discharge plus the calculated precipitation related discharge for the reporting period and reported in units of million gallons per day. (Part III - B/C, Page 4 of 7)
- 2. These parameters are reported as the net concentration discharged relative to the receiving water body. (Part III
- B/C, Page 4 of 7) 3.. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be mo~itored annually using grab samples. (Part III - B/C, Page 4 of 7)
- 4. There shall be no discharge of floating solids or visible foam in other than trace amounts. (Part III - B/C, Page 4 of 7)
Salem Generatinq station DSN 489
- NJPDES Permit NJ0005622 Permit summary Table Explanation of Notes south Yard Drain Paqe 1 of 2
- 5. The South Yard Drain, outfall DSN 489, consists of precipitation runoff, roof drains, floor drains, sump pumps,
- 1 oil water skimmer (DSN 489 A), #2 oil water skimmer(DSN 489B), and river water influx. The primary contributer to the effluent flow is the river water influx. The enclosed schematic of the South Yard Drain describes the essential contributors to the system. Flow is calculated by summing the non-precipitation related discharges and the calculated precipitation related discharge and reporting the result in million gallons per day. The precipitation related component of the flow is based on the area of runoff, the runoff coefficient, and the inches of precipitation during the reporting period. The precipitation related influents drain runoff from the facility. The non-precipitation component of the flow calculation includes engineering estimates of normaY discharge volumes of the non-precipitation based influents.
Although most pollutants are not expected to be present in the discharge, trace amounts of pollutants can be postulated to enter this system during normal operations. Sump pumps and floor drains are not expected to contain any measureable unidentified pollutants but drain areas in . which limited pollutants are utilized. The reported flow from outfall DSN 489 does not include the contribution from the river influx.
- 6. Net petroleum hydrocarbons are performed annually on a grab sample. The average limitation of 10 mg/l is not applicable to an annual grab sample and should be deleted. The daily maximum limitation of 15 mg/l is adequate to ensure protection of the environment.
- 7. On March 13, 1989, PSE&G requested the chemical oxygen demand (COD) limitations and monitoring requirements be changed to total organic carbon (TOC) limitations and monitoring reqtiirements as delineated and allowed by the current NJPDES permit. We request this change of parameter be accomplished in this renewal and COD be deleted as a monitored and limited parameter and replaced with TOC. The net TOC limitation should be 50 mg/l based on composite sampling .
Salem Generating Station DSN 489
- NJPDES Permit NJ0005622 Permit summary Table Explanation of Notes south Yard Drain Page 2 of 2
- 8. The total suspended solids (TSS) average limitation of 30 mg/l is not applicable to an annual net sample and should be deleted. The daily maximum limitation of 100 mg/l net TSS is adequate to protect the environment .
STA POWER TRANSFORMER HANDHOLES (3) CB48 STA POWER TRANSFORMER SUMPS(3)
AUX POWER TRANSFORMER
~R~D~4M=F~oo_iK_E_-iJ.,
"1 CB 64 l_ 11,12,13.-14 TUAB SUMP PUMP CB46
'-------~.___, CPS ROOF DRAIN CB47 SCREEN LAYOOWN CIB
-- - ----]
21.22,23,24,25 SKIM TANK SKIM TANK TURB SUMP PUMP
- 1 L___ _ #_2_ _ _ ___111!f----AUX POWER TRANSFORMER CB-~~-! CPS UNLOADING CB69 CB67 MANHOLE CB76 ADSMFOOIKE CB68 #2 CB78 MANHOLE
- 1 CB70 MANHOLE
- 4 DELAWARE~_______..__
RIVER~---j SALEM GENERATING STATION SOUTH YARD DRAIN NJPDES PERMIT NO. NJ0005622 NJPDES OUTFALL - DSN 489 MAY 1990
PLEASE PRINT OR TYPE IN THE: UNSllADEll Al ll AS ONl. Y. Yuu lllily rcpor 1 some or all ol
- I 111111 Ap/,111vrfl tlus intormation on seJlilralt! shcels fun* tlw sa111t.* lcJ1111Jr) 111~1u ...111 of co111pltH111u lhe~e pa91:s. NJ0005622 UMH No 1110<1 110!1 'J SEE INSTRUCTIONS. Ap1111*11i,/ t:A/1111.*~ I.I II H!J V. INTAKE AND EFFLUENT CHARACTERISTICS /co111i11ued lrom page 3 of Fo1111 2-C) 489A PART A - You must provi<lt! the results ol ill leilst one analysis for every pollutant i11 this tahle. Complete 1111e IJlile fur ea~lr uull'.!!~~ee ~~~<:~1':'1.~~_1i,, .idd1t1011JI d~:t~_il~:---------.11 3 UNITS
.1 l ONl.o II. UM ll. N0.01- . .&.11.LliAi. l/Al.J.U.. _ *-***- h NO OF 8.CONCEN- ANALYSES l*I ANALVSES 11. MASS l*I
- ~* MAaS (..0NCll:HTNATIOH THATION
~------+------4------+-----t-------+---l--+- mg/ 1 ____ -~Q. 2.4 .NIA. 1
--+----1--+-.....::m:.:.o.L/....::l__ ~L-.d=-.....___4_. ?_ _____ N / A_ __..__l_ __.,.
1------4------+----+-----+-----1------t-~*---l--~1_ NI A_.- - + - 1
-+--------1--------1--------+-----*-
mg/l _kg/_d_ --~~-O --------~N/~A~ 1
- --1-----~1-----_L_-----+----_._-----+--l--+--=ma.L...~l VALUE
__-+_lsgf_Q__ 0.21 VALlJl
._Bl~--- 1 0.003 8 NA *- -N/.A---------- N/A VALUE vAL uL
C 1--~~~~+-----------+---------+-c---::------~*--1--~l:...___._ VALUE
_ _ _ _ ~--- V.ALUE ___ N}_A _______ _
oc N/A N/A MINIMUM MAXIMUM I. pH PART B -
6.80 7.83 N/A N/A 8 STANDARD UNITS
~--
Mm **x** in column 2-* fOf flKh pollul*nl you know Of h8ve rAIOR lo believe ia pr-nl. M*rk **x** in column 2-b fOf each pollutant you believe 10 be absenl. If you mark column 2a for any pollu1an1 which ia limitedellher directly, Of indirectly bul upr-ly. in *n .rfluenllimil81iOfl8 guideliM, you mu11t provide the reaults of at lee8l one analysis for that pollu1an1 For olher pollu1an1s for which you mark column 2*. you mual provide qu*nlil*live d81* or *n expl*Nllion of their preaence in your diach*rge. Complel* one leble tor e*ch outfall. See lhe ms1ruc1ions for add11ional de1a1ls and requiram1m1&
.NO.
ANAL VSE.S
- Bromld*
12<1969-67-91 x
- + - - - - - - -.. - - - - -
- b. Chlorina, Total R*1ldual x *---* - -* . - - -------4--------+ -----+---------
- c. Color COPT x -UNITS. N/A . 0
- 5------ . NI A 1--
- d. Fec*I MPN/
Colitor1n x )QO. ml N/A 4.88 _N/ A_ _fl __ ._ .
- e. f luorhle (16984 48-81 x mg/l kg/d .0.14 N/4 6.- *--
- f. Nltrata-*
Nitrite (01 NJ x EPA Form 3510*2C (Rev. 2-851
- nsu V-1111'.:0NTINUED FROM FRONT I. POLLUT*
- MA"K *a*
NJ0005622 J. EFFLUENT OSN 489A 4 UNllS ~
INTAKE l*'l""'"IJ ..
;~-.ii~~l u?.."11E
~-----
- ---*--~-
ANT AND CA*NO.
~.::;
b .**
taV*t:i
.~':;
- a. MAXIMUM DAILY VALU* lb. MA**.,H:,* t_\I~~ VALUll:
l*I co,.&;*,.* .. **10.. ... ..... ***
CONCa .. WMA'l'ID .. .........
C.LUIUO l*I fll CUMC& .. 1'*A1'1DN VALUll:
l*I ......
~I N0.01 ANAL YSIE.5
- COtlCEN lRATION I* MA~~ - -1;r-
- NO Of AHAi YSll*
To.., Or-le x rng/l kg/0 0.645 N/A 6 t*NI
r-------
IL Oii ...
0.-
x 0.035 1 mg/l kg/0 <0.65 N/A 1 3.11 l........._
- l*l'I, Tot.. x rng/l kg/0 0.27 N/A 1 17133-14:01
..............hy lllA.......
T. . . x pc1/l N/A 1. 3 N/A 46 1:11--.
TM811 x pc1/l N/A 43 N/A 46 ca,........,,
x pc1/l N/A 15.5 N/A 46 141R--
ne.Tolal x DC1/l N/A 15.5 N/A 46 l .......
x
- ~11 &,.nln ,;,;n NIA 1
- x
~==-
114H94-ll x x <0.01 N/A 1 rng/l kd/D 0.02 N/A 2 T. . .
- 17. . . . . .t x
..~=-
- 11. . .*11 T....
x mg/1 mg/l kg/0 kg/D 0.7 0.36 N/A 1
1
- 11. . .a ..1 x N/A
~=- x
- 17. . . .-41
& """Telll 17419-~t II.
x x
111!)/1 mg/l kg/D
--- -~~~----
2.66 2.66 N/A N/A 1
1 Tolal 11a.-*-11 x . 1--------*-- .,.__ ---- .*. *- --- -----
To..I x
17439-H*OI
--- ------- - - - - - - ~---- -------*- --*. **-- -*--- --- - .. - - . -** - -- - -- --- .. '
~----- - -------~
w.Tln,Toa.I 11440-31-01 x
- - T"-lum, Tol*I 11440 3:1 Ill x EPA Form l510-2C !Rev 2 851 PAGE \I 2 l:IJN 1INI11 I IN l'AtiE V 1
- CONJINUEDFROMPAGI: JO~ fORM2C I~" I ..
NJ0005622 NUMBI R ' ' " ' ' " ' ' ' " " ' ' ' ' ' " , ,,, ,.*,,,,,. ,, ou** Al.I NUMHl H 489A
,,.,.,,.1,., .... "'"
llAfll No* .'1'4JCI IHl~'I
.,,,,,,.,.,,,,,.,,,,, . .,II II H...
PART C
- II you *r11apumery1ndusuy and thrs outfall con1111ns process wastewater. refer lo Table 2c 2 1n the 1nsouc11ons 1ode1tum1nu whu:h of th~ (.JC; MS h ,,, 111111-. you muM 1~-.1 t,u Mc11k *x .. m culumn 2 *for ell such GC/MS h*c11on1i 1het apply 10 your tnduatry and for All to**c 1netal5, cy*nldes. airnl total phenols II you il*e not rttquutul tu mar* 1 ohun11 1 ** t1rc:o1u/d1y 11uJu::.lt1t1\. no11p#acess w**l*w*I** oulfells. end nomequ"ed GC I MS f1ecl10n*J. m*** "X" m column 2 *h for eech pollu1an1 you know Of heve reason to beh"v" *~I" e~en1 M .. r* X 111 column 7 c: hH aac:h pollutent you belteve **absent II you m*** column 2* IOI anypollu1an1. you must ptovMte lhe reslJllS ol *I***** one an*lys1s for lhal pollu1an1 II you mark 1:oh11nn Jh Im ,111v 11ufl11ldr11 V' 11tus1 prov1dtt the reaulta I. POLLUTANT AND CAS NUM*IER concentreuona ul IOOppbor be dlu:herged Noie thet t ' -
- a M,..,,. *a*
loo ***:th** c. **
- ID of *I le*at ona enelya1a lor thet pollutent 11 you linow or heve re11o;on lo believe 11 w1ll be d1u:h;irgad m coric:enirellOflS of IOppb or dimtrophenol. or 2*methyl 4. 8 dinitropt-.ol. you muat prov* the reaulla of *t le*st one enelys1s for each ol these pollutants which yuu Ill'_., ou.-.
e MAii VALUa b MAKt.,Jf':.!8. rc,Y VALUlr c LONG T,r.*.....lef*
U'""'"'
VALUE *I NO 0 ,
II vou mar* 1 ul11mn 2h lur .. uoh,.n. ecrylCHutrole. 2.4
- lOW 4
or ho1v., '"'""" 10 hr.h.,va lhdl you doscher. . m for pollulenta for which you mer* column 2b, you must***'- 11ubrn1t et lees1 one i1nalys1s or btoeHy dt!Su *In* lht! '"d~o11s '"" polluldnt 1s**i-tecllo lh11 perl. plee ... rev*- e11eh cerefully Complete one !able (ell 1 ,,.,,esJ for e11eh oull1'11 See mstruU1u11~ 101 dl1<.11t1undl dateols *nd requlf-1 J. EFFLUENT UNI I'>
5 e LO..
INTAKE (oPlr*-1/
"t,E!!°!',. lb ,. 0 eP
~*u* **"'* **w* *I l*t *,~~~~:=
,,,..,.,,.&.., Cl*- :::~ ....... CO"C ** t*J *a** COHCa .. YNAUO..
a
(.J ..... co .. ca!~*...... u.. *~* MA*a
-~E~ . ----*
f, MA.,.,
!::.':~:**
A
- .* ..... AltAI.*
y ***
METALS,CYANIDE.~D_!~~ENOLS ___ --------- -*~- __ __ _ ---~------+-----!
IM. Antimony, To1*I 17440 3t1 01 x x <0.005 N/A mg/1 kg/0 <0.005 N/A 2M. Ar.-n11e. Tol*I 11440 >>JI x x <0.002 N/A mg/1 kg/0 0.01 N/A 3U. **ylllum, Tot*I, 7440 41 11 x x <0.0002 N/A mg/1 lcg/0 <0.0002 N/A
- M Cedmlum, 1 Ol*I (1440 43 91 x x <0.002 N/A mg/1 kg/0 0.001 N/A
&M Chrom1Um.
To1*I 11440 47 ll 11-------**-
x x <0.002 N/A mg/1 kg/0 \J.002 N/A x x < 0.004 NIA mg/1 kg/0 0.005 NIA JM. .._.,_
<0.002 N/A mg/1 kg/0 0.002 11... 1111 x x N/A eM. M.,.curv. Tolet 0.0002 114:)8111*** x x <0.0002 N/A mg/1 kg/0 N/A 9M. Nlckel, Tol*I 174400101 x X# <0.01 N/A mg/1 kg/0 <0.01 N/A x x IOU Selenlum.
Tol*I 111111 4U 21 <0.002 N/A mg/1 kg/0 0.01 N/A 11M Setv... Jotel l1440:U41 x x <0.002 N/A mg/1 kg/0 n.01 N/A
~*------* -
1JM Th*lllum, To**' 17440 111 01 x x <0.002 N/A mg/1 kg/0 <0.002 N/A
- ~ Zinc. JoHI I 1440 66 61 f--- --
x x <0.02 N/A mq/l kg/0 0.025 N/A 2 14M Cven11I*.
loral f!> I 11 f*t x x <0.005 N/A mg/1 kg/0 <0.005 N/A l&M Ph*nole, lot*I x x <0.005 N/A mg/1 kq/0 0.014 :N/A 2 DIOXIN I 1j , ii ,....
- hlt1*o*hlien10 t*
.I l*m*lfl 1116* 01 ht I PA form J&10 2C-. IR"v '1 R!l1 f'Al,t V l 1*C1Nlll\llll llN Ill VI 11~1
CONTINUED FROM THE FRONT NJ0005622 DSN 489A 4 UNITS
-------- - -----.. 5-----
- INTAKE l*'l""'"IJ L.ON~ Tt:HM h NU u~
d CON(.LN 1, MA~~ .-1i"1Jf~!.r. _}t'_Ala,!.l£__ ANA&
IHATlON Id* .. ,.. .... a:._ l*I ........ v:.a.a IV. Acroleln kg/ll <5 1107-02-81 x x <5 N/A ug/1 N/A 2V. AcrylonltrH*
1107-13-11 x x <5 N/A 1 ug/1 kg/D <5 N/A
- * - - - - - - - t- --
3V. B*n.. ne 171-43-21 X X# <5
- N/A 1 ug/1 kg/D <5 N/A 4V. 811 (Chluro-
- UtylJ EU- ND N/A 1 ug/1 ND N/A
...: 1_111_42._-811._.**~1_ _--t_ _x_ _. ---t-__,X.,__t-------+--*- kq/D
- --- - -----*-*----- --- *-*--- - .. - ----- - .. -- - . 1-----+------1----+-----+----+-----t llV. Bromoform
._11_11_-ae_-2_1_ _ _+-*~x'-1--,-t--x+-____________ <5 N/A ___ ._ -*--*-- __
1 ug/1 kg/D <5 N/A 1
av. Carbon Tatrachlorlde IH*23*til x *-
x <5 N/A - - - - * - - - - - r-- * - * - * - .
1 ug/1 kg/D <5 N/A JV. Chloroben&-
..1_1_oe_*_110-_1_1- - - t - ~ - ~-- *- --~5__ _..... !41~--- 1 ug/l kg/D <5 N/A av. Chlorodl*
bromomelhana
..1.....*_24_-_._.__ ,._ ___. .J(_ ---*-* - .X... ___<5. ___ ..... NIA. __ _ ua/1 ka/D <5 N/A llV. Chlor-thane 1711-00-3) x x <IO N/A 1 ug/1 kg/D <10 N/A 10V. 2-Chloro-
*--*-- -*-**-- ----*-- * - ----------.------ - - - - - - - * ------- - - - -- --**-- - t - - - - + - - - - i - - - - - t - - - - - - , f - - - - - - -
ir.~'a.L'i Ether x X <10 N/A 1 ug/1 kg/D <10 N/A
'----+----l--l----t-----**--- - - - - - - * - - * - - -
nv. Chlorot01m 197-M-3) x x <5 N/A ug/l kg/D <5 N/A 1 - - - - - - - + - - - f - - t - - -------*-*---------* ----**-****- **--*-*-*--*-
1211. Dlchloro*
bromomelllane X X ug/1 kg/D <5 N/A 1111*21-41 <5 N/A
...-.;;..;;;;....;;:._-c.._4_ _ * - * - - - - * - - * - - - *********--*-***-*-- -* **--*------- . -- ***---*- -*-- -* -*--
1 13V. Dlchloro-dltluOlornethena
.,1_11_-_11_.. ""'1_ _ _ 1--x-1--x_#-+-- ,_._<10_______ -1iLA. .__ ---** **-- _. __ ....... ___________ --* 1 ug/l kg/D <10 N/A 14V. 1,1-Dlchloro*
...... 171-34-31 x x <(5 N/A 1 ug/1 kg/D <5 N/A
-*------- ------* - ---- ~--.
lllV. 1,2*Dlchloro-a1hana 110Hl6-21 lC
.. l -*---~~-----* . l!L~-- 1 *ug/1 kg/D <5 N/A 16V. 1, 1*Dlchloro-
- lh\llene 1711*3ti*41 X v NIA 1 1111/1 ka/D <5 N/A
~----,j---A-+-~L.L.---t~'"'-""---+-~---+-.!!!..:..:_--1-=---~
17V. 1,2-Dlchloro*
P*Ot>*ne 178-87*111 X v <5 N/A . 1 ug/1 kg/D <5 N/A
- - - - - - - t - - - - t - - t - - + - - - - - - - + - - - ' - - - - + - - - - - - - - + - - - - - - - - - - * - - - - ..... ***- - ****- --
11V U*llodllaro-
.....,..... IM2* 7HI x X <5 NIA 1 ug/l kq/D <5 N/A t-------+--t--*t--1-~.>!._--!--.....!!l'-'!.....-+------l.---*---*- **-*--- - - ..
lllV. Elhylben..,...
110041 41 X X# <5 N/A ug/1 kg/D <5 N/A
--- -- -------- ---- --*---- ---*-**-** ... r----r-----+----+-----+-----1---- --
20\1. MtHhyl Orumi<l~ 174 83 91 X X <10 N/A 1 ug/1 kg/D <10 N/A
~:.~0f ~:'~*,v~ tt ., 31 X x <10 N/A ug/1 kg/D <10 N/A
CONTINUED FROM PAGf V~
IL,.A I :.:i~~=~;/">" /oum lfrm I u{
- f*..,,;,/rl.o t';;;ANUMBLH I
I
.,,,,,,,.1,.,,,., .. ,,
IJ/UJIN,. .'llflt I I 111~1 'I Apl'**H 111*,,,,,, ... I.' t I tVi I. P9LLUTANT J:.MAHM .... l. EF'FLUENT 4 UNIT~ ~ INTAKE (uJ*lh,,u1I)
AND CA5 NUMBER fl/ G1**UIMbf~J
~II a l
- a.
- ill.II" b
--*f- -....
'"" l'" ........
Ml aar1111
- l. ata A*
a MAXIMUM DAILY \IA.LUI:.
... - a;:-;.;1<1<..,jji.i*~a.-gcvvALUE
~: ~ ~*.*~!~~~~;I~i;~~::~- . ~-~ ------------- l*I I &UJO a
~J c.LOHci Y;Jf!.~aii~:f,j!f."
l*I VALUi ~ ,;--N"~- 01
............. ANAL.
Y~I:~
d
("UN( LN lffAllUN
,, M"~~
.. l ,,,.,,_
.6\IL..!1~~
It.HM II Al..l.IS.._
l*I M* . .
- t. NU ot Y~a.~
-~- *-* .. ' l . l , . l .. folHAllUN
*---* - - - - - LONI & ... l' .. A )IOI""
- --- - ------------ ------ . -* .. *- -- _!~~!!!'~ - ------
GCIMS FRACTION - VOLATILE COMPOUNDS ,, ..,.,,..,.,,.JI 22V. Methylene ChlcHlde 171i*Oll 21 x X# <5* N/A 1 ug/l kg/D <5* N/A 1 23V. 1.1,2.2*T*I***
chloroethana 178*34*1U x x <5 N/A 1 ug/l kg/D <5 N/A 1 24V .. T*lfechloro*
- hyl-1127*18*4 x x <5 N/A 1 ug/l kg/D <5 N/A 1 21iV. Tolu*M 11118*88*31 x x <5 N/A 1 ug/1 kg/D <5 N/A 1 211V. 1.2-Tr*n*-
-* --- ***-- ---------*- r - - - - * - * * * -- ---- -*-***
Dlchloroethyl*n*
11fiB*80*1il x_ . *--
x-
<5 ----
N/A 1 ug/1 kg/D <5 N/A 1 27V. 1,1,l*Trl*
chkuoethane 111lili*BI x x <5 ... JVA .... 1 ug/l kg/D <5 N/A l 28V. I, 1,2*Trl*
chlor0811\an8 x x <5 N/A 1 ug/l kg/D <5 N/A 1 178*00.lil 28V. T*lchlo*o-
- t>v*- 178*01 *til x <5 N/A 1 ug/1 kg/D <5 N/A 1
- -- X# .. - .
JOV. Trlchloro*
t1uo1om.thanll 11&*89**1 x X# <5 N/A 1 ug/l kg/D <5 N/A 1 31V. Vlnyl Chlo*klll Uli-01 *41 x x <10 N/A 1 ug/1 kg/D <10 N/A 1 OCM FRACTION - ACID COMPOUND&
~-
1A. 2*Chloropheno x x <10 N/A 1 ug/1 kg/D <10 N/A 1 1Mli181 '
-* -- ~-------- --------- --*---* **----.
- ZA. 2.4*Dlchloro*
phenol 1120*113 21 x - r-----
x <10 N/A
- -- *-*--------* -*- I-*--*---*-*--* - *-*--*- --- . --- . -* -- .. - *--* - -* - ---- . .... ..
1 ug/l kg/D <10 N/A 1 I i
3A. :Z,4*Dlmethyl phenol 1106*67 91 x
--* ~--- - - *-------
x <10 N/A 1 ug/l kg/D <10 N/A 1 4A 4.B*Dlnilro 0 Cr*ool lli34-li:Z* l I x --- --~- --~~Q__ ___
_fi& ___ -- ----*****- --- ***--- ***-**- - - --- - ---- --* .. 1 ug/l kg/D <50 N/A l liA :Z.4 Olnnro phenol 161*28 Iii x ---- ----**
x <50 *- ___NL~*----- ***-*** - - - *-- - . ---* . --
1 ug/l kg/D <50 N/A l tiA. 2 Nnroph*nol 188 71i Iii x x <10 N/A 1 ug/l kg/D <10 N/A l 7A. 4 Niuophttnol 11000211 x x <50 N/A 1 ug/l kg/D <50 N/A 1
I UA P C:lllu10M Cre11oul It.~ !JO 71 x x <10 N/A 1 ug/l ,kg/D. <10 N/A 1
~JA t*cu1l~t..lllu10 plu:nul US/ lJli ~I x x <50 N/A 1 ug/l kg/D <50 N/A 1 Ill/\ l'ln!11ul I IOU~!... :JI x x <10 N/A ug/l J 4 ,,
l I kg/D i <10 N/A I l)J\
.1.&d1uplu:11ul '" x <10 N/A I' I 1 ug/1 l kg,'D I <10 I N/A l
- 1111111 ***,
){
I.
CONJINUED FROM THE FHONT
~OLLUTANT ANO CAS a MAHM NJOOOSfi?Z DSN 4o::it\
J ll,-Fl.IJI NT
~~:~."i"f~~~.!~a~~/ ~~L-UE i.--- i..oNG 'ftf,:0: g.,'i,f:f vill:uc 11
. UNI 1 S INfAML
--i--
NUM*ER
,., .u......,,, QUI*
-~-
~****fh*ofL*o .... ,
- MAJCIMUM DAll.Y VA.l..UIE
~~~~t-~!!~X~ ~-~~:_:. -
l*I
- o ...................
.. . ... -*** I l*I 0
U h l . . . . I H A l t U ...
Ntl Of ANAL YSllS e C'..QN("l(N IRAllOH I* MAS'!t I* .
e Ir"'*
l.OHC.
.AltLJtl\\o It: AM 111\L.lll. -*-
lo NO O*
AHAL vaa*
OCMI FRACTION - BAIEINEUTRAL COMPOUNDS 18 Ac:.naphlhene 111::1::1:1111 x x <10 N/A ug/I kg/0 <10 N/A lB- Acenaph1y ..ne 1:11111118 *I x x <10 N/A ug/l kg/d <10 N/A
- 38. Anth*Kene fl:ZC.1:1*11 x x ug/1 kg/0 <10 N/A
--* - - - - - __ H/~
<10
- a. 8*n11dlne 111:181111 x x __<(IQ_ _ ~-HL.A _____ l _µgjl. ~g/0. - '
<80 N/A *----
118. -IOf*I Andw-IM*Hll x x <10 N/A
~------- > - - -----
l ug/1 kg/0 <.10 ,./~ _! __
- -*o 1--- - ----
1111.
r"r-1110-lJel t*I x x <10 __ N/A ug/1 kg/0 <10 N/A
, . 3,.4*111-0*
l:ZOllH*21 x x <10 N/A ug/1 kg/0 <10 N/A
- a-1ot*fllJ 11*1-H 21 x x <10 N/A l ug/I kg/0 <10 N/A F ... .-*ot*I
- 111. ,._,_
1201Ge**I x x <10 N/A ug/1 kg/0 <IO N/A 109. ale fl*Clllorn x x < 10 N/A ug/I kg/0 <10 N/A 1111 *1 11 - . I. !
11a. ai. fJ*CllloN>
.-..,11 E*- kg/0 <IO N/A 1111-44*1
.X. <10 Hl!' ug/1_
-,. *11.or.-. - .X
...,,.~11111***1 x x <10 N/A _ ug/l kg/0 <IO N/A l:J*. Ille, ..........
.... .,., Phll,.19t*
1111e1 11 x X# <IO* N/A ugll kg/0 - <10* _N/A
.,._.". ,._"' x x <IO ___ ug/1 kg/0 <10 N/A E - 1101*1111*::11
- -------- ru~-
Illa au1yl-..rl'1 Phthai.a.t*** 1 x x <10 N/A ug/l kg/0 <10 N/A Ill*. J*ClllDrO*
- 11 x x < 10 ___ __ JVA__ ug/1 kg/0
<10 N/A 11*. **Chloro E t - IJOOll 1:1 :JI x x <10 N/A
--- *-----* 1 ug/l kg/0 <10 N/A t*a.Ch*l'*,..
1:11* 01111 x x <10 N/A ug/L kg/0 < 10 N/A 1118. 0-.10 ,._,,,
A,nlhfKene
.J_ll:J 10 :JI x x (lQ N/A ug/1 kg/O <10 N/A 208 1.2 OKhlo*O ben1ene C9fi tiO I I x < 10 ug/1 kg/0
~-----
X# N/A <lQ N/1'
- 118 1.:J Olchlo*o hen1*ne t6*1 13 I x x <10 N/A ug/l kg/O <IO N/A EPA form 1610 2C lflev 2 8!>1 PAC.£ V*li CON UNUl ON PAOt V 1
I l11111141'p111111*1I tJAltl /Vo 4'00U CJlf.l!J~
CONTINUED FROM PAGE V-6 A111u11t1.1/1**1,,11*" I I II H~
4 lJNlfOi !) INIAKI:. (**1*111111.JIJ
- I UNI. ti.HM II NO OP'
- C:ONl" t. N ~ V!..!t fit!:\l \t '1b!JL -- ANAL IRA'llOH l*I. ...... * ... * ..... ""'.. Y~l.S x ~
<10
J. IJ9/ ! :..g/i) <10 N/A 23B. 3,3'-Dlc:hloro
-ldlne (81-114-11 x x __ @ ___ UUA.,- 1 u~/1 kg/0 <20 N/A 24B. DIMhvl l'hl... lat*
ta4-A*21 X X <10 N/A 1 ug/1 kg/0 <10 N/A 2aa. Dlrnethvl
- -- ------1-----* --*-* *-
l'ht.....,. x x
~11~3~1~-1~1--3~'---+--*+---1--~-<_l__o ___-l-_N_/_A__~-- ____ _ 1 ___1:19/_l <10 N/A 2ea. Dl*N**utyl l'hlh919te 1*4-74-2) x x <10 N/A ug/1 <10 N/A 218. 2,4-Dlnltro*
tolu-1121*14-21 X x <10 N/A 1 ug/1 kg/0 <10 N/A 2BB. 2,6-Dlnltro*
1o1u- ceoa-20-21 x x <10 N/A 1 ug/1 kg/0 <10 N/A 28B. Dl-N-Oc:tyl llhth91a**
(111-84*0) x x <10 _N/~ 1 ug/1 kg/0 <10 N/A 308. l.:l*Dlphenyl-hvdrulnm (* A*o*
benH,,.J (1:112-A-7 x x -~10. .NJA __ _ 1 ug/1 kg/0 <10 N/A 31B. Fluorenti.nm t2oa-44-0) x x <10 N/A ug/1 kg/0 <10 N/A 328. flu0<-
~3---7_1_ __,._...x *+----+-'x~.,..--~ !.I! _____ ._..!!It'___ _ 1,19/l kg/0 ~10
~"-.._"_**_- - -..1...- __ LL _{10 ________ __ ..rvA..
-
- ug/1 kg/0 <10 NIA - .. 1.
MB.H**
=~~,--
L'""--......:.---+-- >----
x x
<10 N/A
* 1 ug/1 kg/0 <10 N/A
- *
- H*Khloro*
cyclap9nted._
(11-41*41 x x <10 _JJ/~-'--* --- . 1 ug/1 kg/O <10 ~/A.
3118. H*-lofo-l-M"----'*_1_.1_2-"'-l-I+-'X"--f---+---'X:!__._ ___( rn 1 ug/1 kg/0 <10 N/A 31a_1......,
111/ll (l,J,J-cdJ Pvr- X X 1183-311*&1 < 10 N/ A
-....;..;;...;,."-""'---4-----+---4--1------*---+-.:.-------1.-----
ug/1 kg/0 - - <10 N/A ! .-
3BB. l - - o -
+-~X,_ ____ _!_.__<10_________ NLA______ 1 ug/1 kg/0 <10 N/A l JllB. Nophthel*n*
___*_3_1--~
1_9_1*_20 _X ___ . _x __ <10 N/A 1 ug/1 kg/0 <10 N/A 406 N&1toben.1*n*
C98*91i 31 <10 N/A 1 ug/1 kg/0 <10 N/A 418 N*NIUO*
x x 11Ud1111*1hylamin11 lti2 76 UI X x <10 N/A ug/l kg/0 <10 N/A 428. N Nnroaodl N P101*vla1nin* X x <10 N/A 1 uq/l kg/0 <10 N/A
!611 64 /1
- .,IN I IOJl 11 llN Ill Vl HSI
CONTINUED FROM THE FRONT NJ0005622 DSN 489A 4 llNll~~ ~ IN I A Kl. l*'l''"'"I c~LoNG THfa~uftu'f.r..'f VALUf ti NU 01 ** I I 1r.11, 11 UM 11 NU ( ) f
. *-* .. - .. ANAi
.a 1 UNI 1 h I. MA~~
r.'J'~f!~V* Y~!.!1!. -** ANAL l*I tUAllUN l* I***'** I I-...... -~a S II***** 'W' ~... ~
1 ug/l kg/D <10 N/A 448. P,,_lhr*n* I 1811-0Hll x x <10 N/A 1 ua/l ka/D <10 N/A 41ii8. Pvr-1128-00-01 NIA ka/D <10 N/A
_l( )(_ <_~Q _ 1 ua/l 1 481. 1.2.4* Tri-chlOl'oben.1-11:ao-.2-11 x x <IO N/A 1 ug/l kg/D <10 N/A
~FRACTION - PESTICIDES IP. Aldrin 1308*00*21 x 1 - - - - - - - - t - - - ----- - - - - - - - - - - - - - - - - * ----- -
2P.U*8HC 13111*84*01 x 1 - - - - - - - + - - - - --- ***--------*---- --------- -----*--
- JP. 6-8HC 1:116-815 11 x 4P l*8HC IA 11*111 x
llr.6-8HC 13111-811-81 6P. Chl0<dan*
11!1-14-111 1P. 4.4"-DDT IH-28-31 IP.4.4"*DDE 172-H-81 1--------+--- -- ---
x llP.4.4"*DDD 172-114-11
_x_
- -., 1*- D*ld.tln 190*111*11
+--~
11r. a-Endo.,ll*n
.--1
,; 11115-211*11
.-------;-*-*- ~ -- --X -
X I
12P. /J*Endo.,ll*n 1111ii-28*11 11--------+-* *- - ---**--
13P. Endo.,ll*n
.::r..
~:~;*OHll X
,,; ~-------
r.-* 14P Endrm 112 2081 x i.---------*
l!JP Endrm Aldahyd*
~~~ !'_!~-- -- x
16.. lltt11**c..hl01 116 4461 x
EPA Form l610 2C (R1111 2 8!>1 PAl;[: V II CON llNlll ON PAGE V It
CONTINUED FROM PAGE V-8
- I I 111111.,olpJll1IVl'<J
<JJ\.111 Nu .lPl>O 1Ii1~1
""'""'*"llJlllt:\ ,_, ,,
- 1 ti~
4 UNI I', !) IN l AK l' l*'l''"I}
- I 1 IJN(o I I HM h NO 01
- I NO CH
- l UN( l N ~V!...H~~l V~~!J.t..._ AHAi ANAi. lo MA~".JI IHAllON I* I * ..... * ** I* I ... **" Y!I~~
V~I ~
11P_ Hei>18Chlor Epoalde llO:l4-li7-JI x 18P. PCB-1242 Cli3488-21-ltl x lllP_ PCB* 121i4 C11097-68-11 x
20P. PCB-1221 111104-:ZS-21 x 21P. PC8*1232
--"-'-'_._,_*'_6-_.._.__..___, ___ .___!__ ~--*- ------&--------
22P. PC8*12"8 112872-29-81
..L 231'. PC8-12llO 1111189.. 2*111 x 24P. PC8*10111 112!174-11-21 1 1 - - - - - - - - - l - - - --
x 2Clf'. Tonphene caoot-311-21 x
PAGE V-9 EPA F - H10-2C CRev. 4-841
- Indicates compound found in blank.
t PA I orru 1~10 "Jr IUo*v } R~\
Salem Generating Station NJPDES Permit NJOOOS622 APPLICATION FORM 2c-v EXPLANATIONS - DSN 489A
- 1. DSN 489A, the #1 oil skimmer, contains water from precipitation runoff, fresh water from on-site wells, and river water from system leakage and sampling. The parameters believed present in the discharge due to their presence in the intake are a compilation of the parameters found in site fresh water and the Delaware River Estuary. Since the amount of river water influx can not be determined, the mass calculations for this situation are marked indeterminate
("IND")or not applicable (N/A).
- 2. Pollutants marked "X#" as Believed Present are listed due to their presence on site in quantities which could be released.
These pollutants are not anticipated to be detected in the discharge.
- 3. The following poliutants from Table 2-C or 7:14A Appendix B are utilized at the facility in quantities which could be discharged but are not anticipated to be detected in the
- discharge:
Carbaryl Diazinon Ethanol amine Pyrethins Xylenol Chlorpyrif os Dimethyl amine Formaldehyde Xylene Methyl Isobutyl Ketone Acetic Acid Ammonia Calcium Hypochlorite Hydrochloric Acid Lead Acetate Napthalene Nitric Acid Phosphoric Acid Potassium Chromate Propylene Oxide Sodium Hydroxide Sodium Hypochlorite Sodium Nitrate Sodium Phosphate (dibasic)
Sulfuric Acid Sodium Phosphate (tribasic)
Toluene Vinyl Acetate Zinc Carbonate
SALEM GENERATING STATION DSN 489A NJPDES PERMIT NJ0005622 RENEWAL NUMBER 1 OIL SKIMMER PERMIT
SUMMARY
TABLE SHEET 1OF1 PARAMETER EXISTING PERMIT FILES SWQS DRBC PERMIT RECOMMENDATIONS NOTES LIMIT FREQUENCY TYPE LIMIT FREQUENCY TYPE Flow NIA Monthly Calculated 0.003 Avg. NIA N/A N/A Monthly Calculated 2,5 (MGD)
- Petroleum 10 Avg. Monthly Grab 2.15 Avg. NIA 10 Max. 10 Avg. Monthly Grab Hydrocarbons 15 Max. 8.29 Max. 15 Max.
(mg/I)
COD 100 Max. Monthly Grab 28.79 Avg. NIA N/A 7 (mg/I) 60.00 Max.
TSS 30 Avg. Monthly Grab 3.09 Avg. NIA 30 Avg. 30 Avg. Monthly Grab 1,8 (mg/I) 100 Max. 7.40 Max. 100 Max. 100 Max.
TOC - - - - NIA NIA 50 Daily Monthly Grab 7 (mg/I) (Max.)
pH 6.0 Min. Monthly Grab 6.80 Min. NIA N/A 6.0 Min. Monthly Grab 3 (S.U.) 9.0 Max. 7.83 Max. 9.0 Max.
Salem Generating Station DSN 489A NJPDES Permit NJ0005622 Number 1 Oil Skimmer Permit Summary Table Page 1 of 1 Explanation of Existing Permit Reference Notes
- 1. Total Suspended Solids shall not exceed 45 mg/l as a 7-day average. (Part III - B/C, Page 4a of 7).
- 2. Flow is calculated based on non-precipitation related estimated discharge plus the calculated precipitation related discharge for the reporting period and reported in units of million gallons per day. (Part Ir'I - B/C, Page 4a of 7)
- 3. The pH shall not be less than 6.0 standard units nor greater **
than 9.0 standard units and shall be monitored monthly using grab samples. (Part III - B/C, Page 4a of 7)
- 4. There shall be no discharge of floating solids or visible foam in other than trace amounts. (Part III - B/C, Page 4a of 7)
Salem Generating Station DSN 489A NJPOES Permit NJ0005622 Number 1 Oil Skimmer Permit Summary Table Page 1 of 2 Explanation of Notes
- 5. The #1 oil water skimming tank, outfall DSN 489A, consists of precipitation runoff, roof drains, floor drains, equipment drains, and transformer sump drains and discharges to outfall DSN 489. This system is also used for spill prevention and mitigation. The enclosed schematic of the #1 & #2 Oil Water Skimmer describes the essential contributors to the system.
Flow is calculated by summing the non-precipitation related discharges and the calculated precipitation related discharge and reporting the result in million gallons per day. The precipitation related component of the flow is based on the area of runoff, the runoff coefficient, and the inches of precipitation during the reporting period. The precipitation related influents drain runoff from the facility. The non-precipitation component of the flow calculation includes engineering estimates of normal discharge volumes of the non~
precipitation based influents. Although most pollutants are not expected to be present in the discharge, pollutants used in the facility can be postulated to enter this system during normal operations. Equipment and floor drains and sumps are not expected to contain any measurable unidentified pollutants but drain areas in which limited pollutants are utilized. The chemical handling and storage areas in the facility normally drain to the chemical waste system which discharges to the Non-Radioactive Liquid Waste Disposal System (DSN 48C) ,
however, system leakage from components and equipment containing very dilute quantities of acid, caustic, ammonia, and hydrazine can reach the turbine building sumps and be discharged through this DSN.
- 7. on March 13, 1989, PSE&G requested the chemical oxygen demand (COD) limitations and monitoring requirements be changed to total organic carbon (TOC) limitations and monitoring requirements as delineated and allowed by the current NJPDES permit. We request this change of parameter be accomplished in this renewal and COD be deleted as a monitored and limited parameter and replaced with TOC. The TOC limitation should be 50 mg/l based on monthly grab sampling .
Salem Generating station DSN 489A
- NJPDES Permit NJ0005622 Permit summary Table Explanation of Notes Number 1 Oil Skimmer Page 2 of 2
- 8. The total suspended solids (TSS) limitation of 45 mg/l as a seven day average is not applicable to this DSN. The monthly sample requirement and limitations on the daily average and daily maximum concentrations provide adequate protection of the environment .
~-------- --- ------------
SLUDGE PUMPED OUT BY VACUUM TRUCK FOR HAZARDOUS WASTE DISPOSAL STA POWER TRANSFORMER HANDHOl.£8 3 STA POWER TRANSFORMER SUMPS AUX POWER TRAHSFORMER AUX POWER TRANSFORMER MANHOLE 489B SKIM TANK 21.22.23,24,25
- 3 #2 TURB SUMP PUMP MAIN MANHOLE TRANSFORMERS
- 2 MANHOLE
- 1 489A MANHOLE
- 4 MANHOLE
- 5 CB 71 DELAWAR..____ __
MANHOLE DIVERTER RIVER*~-i #15 BOX SALEM GENERATING STATION
PLEASE PAINT OR TYPE IN lHE IJNSttAUflJ AlllASONl.Y You111.1y rc11or1 some or all ol
- I 01111 Appt ovt*tl lt1is information on separalt: sheets (use tlw ~i111Jr! lor111Jt) 1ush~dd ul cu111pltH1119 1hc~e &***uus. liMHNo .llMhlclli!>.'J SEE INSTRUCTIONS.
NJ0005622 Ap111ov,1J t:A/Jllt*!J. 1 l ."'1 H~
V. INTAKE AND EFFLUENT CHARACTERISTICS /cu111i11ued from page 3 of Form 2*CJ 489B PART A - You must providc_lhc 1csulls_~1f at leasl one analysis for eve1y pollutant in tl11s tahle. Complete 0111! talile fur ea~~-~~~~1stn1~1_1om " atld111011al cleta1h.
- 2. EFFLUENT l UNITS
,,.,,,.,.,,,.if blo111f>
I. POLLUTANT *. MAXIMUM DAILY VALU* ':..J1?ogrev VALUE c.L
- d. NO. Ot l------.,.---y---1.-.-M-A-.-.---f----:-:-'""-.;;;;;_"T'~~t~.-,-M-A-.-.-*-+---:- **~.-'-'-----y---1.-1-M-A-.-.---; ANALYSES a.CONCEN-h MASS C.ONCt.HTMATIOH THATION
- Biochemical Oxygen D*mend tBODJ 7.5 0.085
'""'~~--.,.---,---1---------t---------t--------;1----- - - t - - - * - - - - - - - - - - - -
- b. Chemlcel Oxygen D*mend 27 0.31 1 47 N/A 1 (COD)
m /1 kg/d *------- -*--- -- --
- c. Totet Orgentc Cerbon (1'0CJ 5.6 0.064 1-~~~~~+-~~~--+------t-~-~~-t~~~-~r-~---T-~~-- __ _!___ ~-~m~g~/~J- kg/d 2.6 N/A
1
- d. T otel Su11>end&d Solid* rrssJ 2 0.023 1 _m_g~/_l__ __, _kg(~_ 60 N/A 1
- + - - - - - - - + - - - - - - - - t - - - - - - - + - - - - - - *--*
- . Ammonl* (oo NJ
- 1. 27 0.014 __ 0...2L ____ !!_/A _____ _l _ _ _
VALUE VALUE VALUE VAl UL
- f. Flow
.003 N/A 0.003 NA . .N/.A---*-------*--- .... -* N/A VALUE VALUE VALUE VAL Ul.:
- 11. Tempereture * ..c (winluJ 17 1 JJ.j_A ________________ _ N/A VALUE VALUE VALUE VALUC::
- h. Tempmretur*
t*umm*rJ oc MINIMUM MAXIMUM I. pH STANDARD UNITS 6.60 7.29 NA NA 9 PART B - Muk ""X'" in column 2** fOJ eech pollutent you know Of heve roaon to believe ia prnent. Mark **x** in column 2*b fOJ each pollutant you believe to be absenl If you mark column 2a 1.;r any pollutant which ia limited either directly, Of indirectly but upr-ly. in en .tfl1111nl limilelionaguideline, you mu11t provide Iha reaul111 of al leest one analysis for that pollutant For other pollu1an1s for which you mark column 2*. you must provide quenlitetive det* Of en eiq>l*n*lion of their praaenc* in your discharge. Complete one tabla for **ch outfall. See the instructions for add11ional details and requiremt1nt1 I. POLLUT-ANT AND CASNO.
ti( GJJallallleJ Z. MARK 'X' Lia Va b .**
-~- LlaV*
- NT ........ l.ON* I NIUAllUN Iii MASS NO.
ANAL Y!:tE.S
- - - + - - - - - + - - - - - -------
- Bromide 124969*61*91 x
~------r---t-----tr--------+----------<1---------+-------- - - ---
- b. Chlorine.
Tolet R*1tduet x **-- - - - - - -------+
- c. Color COPT x UNLTS - . N./ A 0.5 !f/A l _____
- d. Fucel PN/
Cohtor111 x ioo IIlJ. NI A 488. .tu~ ... 6. __ ..
- e. f luorhJe t 16984 48*81 x g/l ~g/d Q.14 .. ~Ii'\ 6. .......
I. Ntlret*-*
Nitrite (o* NJ x g/l kg/d 5.12 N/A 105 EPA Form 3510 2C !Rev 2-851 PAGL V I CONTINUL ON Ill VERSE
- 1TSM V-11 CONTINUED FROM FRONT NJ0005622
- DSN 4898 a MAftK "JI' J. EFFLUENT UNllS ~ INT At<£ l*'1*rw11t1IJ l.POLLUT- ------
... .v.r.r* -----:-~.iJ~ii!l U:it~*E Of:j' C.LDNG ANT AND ID. MAXl ...1.tM I I VALUK VALUI[
P*** .....
b .**. **MAXIMUM DAILY VALU* ~*NO 01 1 NO Ot 1ev*1 **vea 111~ e CONCIEN CAllNO. ANAL lo MA~-..
- * -1;r- AN Al l*I l*I 'I RATION
.... co*c*,.**Al*ON CONC . . . TNA'llON CUNit.*!'J****o" hi ..... YSll:S , ........ r ..... 1 .......
Id Mon YSlla Tot810*-lc x
~---- -*---
mg/1 kg/D 0.845 N/A 6 IL ONmld
~
x .0.91 0.01 1 mg/1 kg/D <0.85 N/A 1 l .......... '* ..
t*l'J, To1.i 1112S-14-0I x mg/1 kg/D 0.27 N/A 1
.............lly 111 T. ."'""'
. x pcf/1 N/A 1.3 N/A 48 1219-.
T ....
T...
x x
pcf/1 pcf/1 N/A N/A 43 15.5 N/A N/A 48 48 14111--.
He.To...
x
- - pcf/1 N/A 15.5 N/A 48 11 ..... 19...
L .......
- 1o,1 x
x
-- -...11 lrn/n i>i>n NIA 1 114H9-49*at
...,... x x
<0.01 N/A 1 mg/1 kd/D 0.02 N/A 2
.,. . . . . .1 x ---
r.;-
- 11. . . . . .1 x mg/l kg/D 0.7 N/A 1
- .;;- x mg/1 kg/D 0.38 1
- 11. . .a ..1 N/A
~-- x
.,~,
- , . . . . .I x nig/1 kg/D 2.68 N/A 1 11... *M-41 x mg/1 - __ kg/~--- 2.66 N/A 1
II.
TD ...
11439***11 x -*- -------- --- *---- -- - ---- . .. -- .. -
"*Ta1al x I I 1"3tl*INJ.llH
--*- *------- - - - - - -
- f------* -------**- ---- --- --- --- - .. - . ------ - . .. -- -- - - -- - -- **- -. -*
- w. Tin. TDlal 1)"4&:11-111 x
- a. T"-lum.
Toe*I 114"0 32 61 x EPA Fmm 3510 2C lffev 2 851 PAGE V*Z CllN 1INI11 llN !'AGE V J
- I f'A f U NUMIU A NJ0005622 ft 1011-v /111111 llt'"I I uf ,..,,,,., I J OU I t Al I 4898 NllMUl H I " " 11 ~11 *J .. * '"' * ,I
'""No* .*1111tl 1Hl~*'I
.1 1, ,,,,.. 1 1, .,,.,, . ._ I / II H~
CONTINUED f ROM PAGl l OJ f OHM 2 C 1 PART C . If you **Ra p11me1y industry and lh1s oull*H con1a1nspr0t:ess waslewalet. 111ler lo l~ble 2c 21n1he 1nsuucl1ons ludu1tum11te wtu.:h ul lh*~ LC. M~ tr.11 11u11-. y11u 111u~1 11:-,1 1,,. M.t1k X 111 colunut 2 a lor all auch GC1MS hacuon5 that apply 10 your 1ndu&Uy end lor All 1oa1c rnttlals. cyanides. and lolal phenols II you are not 1uquuud lo md1li., ulum11 I ** l'H:c..c111el.-1 y "'d"~'""' nonp10tei1
- l*w*l*t oullalls. andnon1equ11edGC/MS l1ac11onsJ. ma1* **x** 1ncotumn 2 bfOf each pollu1an1you11.nowo* have reason 10 .,_,.. _,"~ *~ pr~~t!111 Mt1r* )( 111 t:c1lu11u' 7 c lor 11a1:h pollutant you b9laeve 1a abaenl H you me11l column 2* 101 eny pollutent. you 1nusl p1ovlde the 1eaults of at l~es1 one analysis 101 lhat poltu1an1 If you 1ncuk 1.c1lu111** Jt1 Im ****v 1,,,1111ld111 y* ,, , ,,,,.~, p* ov1d1t thitt *tt*ull*
of at ..*at one *n*IY*** lot lh*t pollutant If you know CN have 1eetton lo beheve 1t wtll be d1scha1ged 1n concentrations of 10ppb or yroatt!I It you 111a19' 1 ulumu 2h lu* .u.1111.,10. *crylo1u1ule. 2.4 d1nrl*oph*nol. Of 2 methyl 4. 8 dlnitrophenol. you mual p1ovu:le 1he 1eaulla ol *t l**lf one an*lys1s IOI each ol these pollutants wtuch you ***ow rn h.1\l't~ 1t!,h1m 1u tn*-:l*n"u lhdl vou dt~ch**ge 1n concentrauone of IOOppbor . . . .., OlherwaM. f0t pollutant* lot whtch you m**k column 2b. you must 111ther 5ubmll at least one c1n1itlys1s ur lH 1Hlly dr.'i* 11lu* rtu-, t:d:.01 *~ "' ,,ulluld111*~1111pec1ed 10 be do1Ch8fged Nole lhet 1'-* *
- 1 to th1* si-rl. ple*H review e11eh cerelullv Complele 0011 tilble (*II 7 pafllt*J lor each oullall s ..e msllu<.luu" " .ul*hhun.11 ,,.,.,.,1,. .. nd requoremenl*
I. P'OLLUTANT I MAfUl *x* l. !EFFLUENT ~ INT Al<£ l"P'"-11
- -*-* -- .. - 4 UNI I'>
AND CA5 NUM*IER la ...
- u 1--'-;_,_-_._._.._e._.._,_ _.._Q~-
METALS. CYANIDE. AND TOTAL PHENOLS
- 1h ...
t*v* c.l*V*
- ~ ~-:;. CONC*!:J-~
r---r.:--=c=-===-=c==--=:::-;--::-=--r-=-~=c===-=;-:-."="'7."=-=*-r-VALUE
- b. M~:.:a.r,:,v VALU* C.LONG C..ONC*~*J. . . . .ON *** . . . . . . Lo ..
T6f::.Jt.ll'!'i" ce!~*..... u ..
VALUt: 1
.......... ' A'!:1A~f Y!.ES
- CONC..~N I RATION j, MA">~
.. ~-....~~~..
l*I * ....
'".-*to ..
-*---~
c*** ........ b .. 0
t--*-
v***
I tM Anllmanv.
Toial 11*40 38 01 x x <0.005 N/A mg/1 kg/0 <0.005 N/A 1---------1**-- - - **--*-* ~- -- --- ------- - -- -
2M. A*Mn1c, Totel (1'4039 21 x x <0.002 N/A mg/1 kg/0 0.01 N/A
- IM. **vlllum, Tooel, 1440 41 11 x x <0.0002 N/A mg/1 ~g/0 <0.0002 N/A 4M Cadmium, Tolel 11440 4J 91 x x <0.002 N/A mg/1 kg/0 0.001 N/A llM Ch*om1um.
Totel 11'40 47 JI x x <0.002 N/A mg/1 kg/0 l>.002 N/A 1---------
x x < 0.004 NIA mg/1 kg/D 0.005 NIA x x <0.002 N/A mg/1 kg/0 0.002 N/A 8M. M*curv. Tot**
114:1897*** x x <0.0002 N/A mg/1 kg/0 0.0002 N/A 8M. Nlcli... Tolel (14400201 x X# <0.01 N/A mg/1 kg/0 <0.01 N/A IOU S*lenlum.
Tooel 111*2 41121 x x <0.002 N/A mg/1 kg/O 0.01 N/A 1 tM 511.,, .... Jo***
11440 22 41 x x <0.002 N/A mg/1 kg/0 n.01 N/A 12M Thelllum.
, .. , ** 11440 211 01 x x <0.002 N/A mg/1 kg/0 <0.002 N/A t--
114406661 Zinc. Tolel x x <0.02 N/A mq/l kg/0 0.025 N/A 2
~- --
14M <:venute.
lotell~I 12bl x x <0.005 N/A mg/1 kg/0 <0.005 N/A tt;M Phenol1.
101** x x <0.005 N/A ITTQ/1 kq/D 0.014 DIOJCIN l J I H f*t*e
,i1hnu1l1hen111 t*
1 l1n1*m 111641 UI hi1 I PA form l!'>lO :u: fR'"' 2 11!>1 l'AC.I V t c flNllNIH c*N IU VI u:-,1
- CONTINUED FROM THE FRONT NJ0005622 DSN 489B 4 UNITS 5 INTAKE f"l**mtJIJ 0 1
&CJN<.TLHM 11 NU U*
.s CON< LN _ .OllWUl!.L -~ .Ob!LIL_ __
IHAT&ON 11 MA~~
I ol ....... ~ I *I .... .,.,
AN Al
~it.*
111. Acrol*ln (107*02*81 x >--* x <5 N/A ug/1 kg/P <5 N/A 211. Acrylonltrll*
(107-13-11 x x <5 N/A ug/1 kg/D <5 N/A 311. 8*nHn*
171-43-21 x X# <5 N/A ug/1 kg/D <5 N/A 411. Bia (Chluro-111elhYI> Ett- ND N/A ug/l ND N/A 11142-88*11 _x__ x ---- - --- - --------*--- --- ---- -*---
kq/D 1111. Bromoform 1711-:111-21 x ll
<5 N/A ug/1 kg/D <5 N/A
~-C~---i_....__._ ______ - - - - - -- -
1111. Carbon TetrachlorkM Clil!l-23-lil x x .. ~~-- --- N/~---- - -*---* ---*---- *-*--- ug/1 kg/D <5 N/A 111. Chlorob8nHn*
_11_w_-e_0-_1_1_ _~-* X.. _*- . ..Nl/l __ _ uq/l kg/D <5 N/A 811. Chlorodl*
broJOOmethan*
1124*48*11 _J{_ ----- . .x. -- _<5_ - - - NIA 1 uo/1 kq/D <5 N/A 811. Chlor-than*
1711*00-31 x x <10 N/A ug/1 kg/D <10 N/A 1011. 2-Chloro-athylvlnyl Ethar 1110-711-81 x x <10 N/A ug/1 kg/D <10 N/A 1111. Chloroform 197-M-31 x x <5 N/A 1 ug/1 kg/D <5 N/A
+----- - - *-- -----------
1211- Olcllloro-bfomomadlana (711-27-41 x x <5 . -~!~ ug/1 kg/D <5 N/A 1311. Dlcllloro-dltluor.......-
(711-71-81 x X# ___<..lil _________ .lUA. ug/1 kg/D <10 N/A 1411. 1,1-Dlchloro-m- (711-34-31 x x N/A ug/1 kg/D <5 N/A 11111- 1,2-Dlchloro-
- thane 1107-06-21 __x_ .------ -~-- **- -~§_ - - -* - l!L.~... ug/1 kg/D <5 N/A 11111. 1.1*Dlchloro*
athyl8M 1111-31i-41 x ll (I\ N/A l uo/l
---*-*-r---r-........ ko/D <5 N/A
---t~'-=---+--'-"'---+-__:_:,:...:...:..._--+__:-
1111. 1,2*Dlchloro*
propan* 118*81-111 x v <5 N/A
---+----'----1----*--*-----------*-1--------- - --*
ug/1 kg/D <5 N/A llV 1.l*lhchloro-pruprloM ltil42 *li-411 x x <5 ug/l kg/D <5 N/A
-=--~---JU~--~----*
1911 E lhylll*nlen4!1 1100*41 41 x------*-*
X# <5 N/A ug/l kg/D <5 N/A I-- -- -- -- -- ---*------
20V Mt1lhVI Bromhhi t 74 83 UJ x x <10 N/A ug/1 kg/D <10 NIA
~IV Mu11o.,.1.
Chlo11J., I 1"1 HI :u x x <10 N/A ug/1 kg/D <10 N/A EPA form 3ti10 2C (Hcv 2 U!>J t-'Al_.L V -1 1*11N 11N111 ON l'AG£ v r
CONTINUED FROM PAGE V-4
- I I"" -1 1,1., .,. r*.t CJA111 Nu .'OOll 1111!1'1 Ap111.1~.1l 1**1*111*-. I.' ' ' tJ!1 I. POLLUTANT ~- MAHK "K" J. EFFLUENT 5 INTAt<E (opll*mal) 22V. M**hvl*n* X kg/D <5* N/A Chlorld* 171i*Oll*21 X# <5* N/A l ug/l 23V. 1, 1,2,2*T*1**
c~:;:~~*n* x x <5 N/A l ug/l kg/D <5 N/A 24V. T*lr11ehloro.
- hv*- 1127-18*41 X X <5 N/A 1 ug/l kg/D <5 N/A 21iV. Tolu*n*
1108*88*31 x x <5 N/A 1 ug/l kg/D <5 N/A 211V. 1,2-Tr*n**
Dlchloro*thylen*
111i6*60*1il x x <5 N/A 1 ug/l kg/D <5 N/A l 27V. 1, 1,1*Trl-chloroethane x x <5 l ug/l kg/D <5 N/A l 171-lili*&I
~---*- JV~
28V. 1, 1,2*Trl*
chloroe1han9 x x <5 N/A 1 ug/l kg/D <5 N/A l 178*00-lil 28V. Trlchloro*
ethylene 178*01*61 x X# <5 N/A 1 ug/l kg/D <5 N/A l 30V. Trlchloro*
lluoromethen* N/A 1711*88*41 x _..XII.. <5 N/A 1 ug/l kg/D <5 31V. Vinyl Chlorldtl (71i-01-41 x x <10 N/A 1 ug/l kg/D <10 N/A OCIMI FRACTION - ACID COMPOUNDS 1A. 2*Chloropheno 18167*81 x x <10 N/A 1 ug/l kg/D <10 N/A l
~-+---~*----~
2A. 2,4*Dlchloro-
---*- -------1--------- --------- -----------* -----. ------ - - r - - - - ; - - - - - ; - - - - - - t - - - - - - - - - + - - - - - l l phenol 1120*83 21
1-*-- x ...:._ __ _ x <10 N/A
--**--- - - - - * --*- f------ * - - - - - - - - - *- --- - **--- - --** *- ---* - -
1 ug/l kg/D <10 N/A l 3A. 2,4*Dlm*thvl phenol 1106*67 91 x <10 N/A 1 ug/l kg/D <10 N/A 1 4A 4,6*Dlnilro*O c ...... 1534*62* 1 I x _L ---~~Q_____ - -~1A----f-------*---*-- **--- ----*-- - -*-- 1 ug/l kg/D <50 N/A 6A. 2,4 OlnltrO*
phenol (61*28 51 1--------1---
x ~--
x
- <50 ___!WL ___ _ 1 ug/l kg/D <50 N/A 6A. 2 Ni1ropht1no1 188 75 51 x x <10 N/A 1 ug/l kg/D <10 N/A
--* -*--* 1--*
7A. 4 Niuo11he1101 1100 02 71 x x <50 N/A 1 ug/l kg/D <50 I
N/A 1 HA P C.llluro M Cre~ol (tiY !>O 1 J x x <10 N/A ug/l kg/D <10 N/A
~JA t"'u11ldt.lllor1, ph*:uul IHI Uti 5J x x <50 N/A 1 ug/l kg/D <50 N/A lOA l'lu~11ul I IOU~!.. :11 x x <10 N/A ug/l kg/D 1 <10 N/A 11,1\ 1.4.t) I 11
- lol.uuplicoul x <10 N/A 1 ug/l kg,'D <10 N/A 111111111.'J x
CONTINUED FROM THE FHONT.
NJOOO!>fi72 DSN <tu.:rd *
--- ----- - - - - - ----- -- - - - - - - - - - - - ; - - - - - t x <10 N/A ug/l kg/0 <10 N/A x <10 N/A ug/1 kg/d <10 N/A Jll. Anthra-11:ZIU:Z*11 x x ug/1 kg/0 <10 N/A
<10 ~----~/~ -----
- 48. B11n1ldlM 18:Z8J.lll x _ _ ~-JUA ____ _ 1 <80 N{_A X __<!)() -~gf!_ ~g/0. - - -
1111.a-10(*1 Anttw-CH*ll931 x X ,__
<10 _____ ,_
- - -- ,__ N/A ----- J - ug/1 kg/0 <10 _ N/~ 1 Ill. llllnlO (*I Pyr- 1110-3281 x x 1 ug/1 kg/0 <10 N/A
<10 _ _Jlip.
111. 3.4-11.,..o-fluor*t-f:ZOll*l8*21 x x <10 N/A ug/l kg/0 <10 N/A 1111. 11-10 t*llll P*y-1Hl1-:Z4-:ZI x x <10 N/A ug/l kg/0 <10 N/A 811. a-10 t*I Fluor9Rt._.
1201 Olllll x x <10 N/A ug/l kg/D <10 N/A 1011. Bl* tl*Cfllort>
- lllOJ<JIJ Meth-1111*81 11 X x <10 __N/A 1.. ug/l kg/0 <10 N/A 1111. Ble (2-Clllorn-
- 1111111 Et,_
<10 ug/~-- - kg/0 <10 N/A 1
- - - - - .X__
1111-44-41
.X N/P. .
- 11~
..... 1919'1101*111-ll x x <10 N/A 1311. Ille (!-lll'llo11I*
lo**11ll Pht ....lete 1 _ ug/l kg/0 <10 N/A 1
1111 .. 1*11 x X# <10* .__ N/A __ l_ ug/J kg/0 qo* _N/A 1 1*11. 4-11*--
..-ylP-yl E - 1101*111*31 x x <10 1 ug/l kg/0 <10 N/A N/~_ --
11111. Butyl ....ayl Phth*letellS-e-1 X x <10 N/A ug/l kg/0 <10 N/A 1... 2-ClllD<o-
._ht,,._
1111*1111*11 x ---t-_x_,___<~*o__ - __JU.A_ - - - -- ug/1 kg/0 <10 N/A 1111. 4*Chloro*
p-ylP-yl Et,_ 1100ll-1:Z*31 x x <10 N/A
1 ug/l kg/O <10 N/A 11111. Chr"*n*
1211101 81 x x <10 N/A ug/L kg/0 <10 N/A 188. oi-.10 (o.hl Anlhrecene lllJ JO JI X x N/A ug/l kg/0 <10 N/A
>------ <10 208 1,2 Oichloro ben..ne 196 60 11 X X# <10
* NIA 1 ug/l kg/0 qQ__ N/~ _J_.
210 1.3 Olchloro h*n**n* (f;41 13 I X x <10 N/A ug/l kg/0 <10 N/A EPA Form 3510 2C (Rev 2 851 PAGE V-6 CONTINUE ON PAOE V 1
CONTINUED FROM PAGE V-6 Item
--*------*--- ------* ------iou--****-- ------
C" l.D. NUM~~~~~;~;;"" I u/ form I) i°UTF~~~BNUMBER 1111111 411111ov1.*d OM/I f\J11 .IO'f.JU rn.1~!)
Ap111ovulr:*1m1*\ I / .II Ht>
4 IJNI 1*s !> INIAKI::. {**Jll11111al)
.. & ONt. It. HM
--- -NO h
- OP 1un.~t~!i.!~ V~b~'-*-- """L l*?.:~*,r::,:/~ l*I ,_.,.. *., Y~f.5 1 ~g/ !. 1..g/0 <10 N/A - J x x -~----1--~N~/A __ . ____ ... __ 1 . ~911. kg/D <20 N/A 1 248. Dlelhyl Phthal*I*
184-U-21
..---------+--- x - x -- _____,_____
<10 N/A 1 ug/l kg/D <10 N/A 1 2118. Olmethyl rh1hai.1e 1131-11-31 x x <10 N/A 1 -~~n. <10 N/A - 1 289. 01-N-llutyl rht11ai.1e 184-74-21 x x <10 N/A 1 ug/l <10 N/A
.------~-+----+---+--+-------~------t--*-- *-- -- - -**-
278. 2,4-0lnltro*
tolu- 1121-14-21 . X x <10 N/A 1 ug/l kg/D <10 N/A 1 288. 2,6-0lnltro-toluene 1808-20-21 X X <10 N/A 1 ug/l kg/D <10 N/A 2118. 01-N*Octyl Phthalete (117-84-01 x x <10 -~/A. _______ ~_ - 1 ug/l kg/D <10 N/A ___ J 308. 1,2*0lphenyl-hydrulne (* A*o-i..n. .n*J (122-86* 7 x -~- -~.10 __ *--- __N/A ______ _ 1. ug/1 kg/D .<10 N/A .1 318. Fluorenthene 1206-44-01 x x <10
+---+-----+---- - - - - - - - - - - - - - - -
N/A 1 ug(l kg/~ <10 N/A 328. Fluoren*
1*11-1_:1-_11_ _ _1---'x~.,1---*~x~ ..--~!!l______ --1Y!'___ 1 . yg/_l . kg/D .... ~/A J_
~ ....................
~n_a-_1_*-__ ----+--v,.___ _ __ --L. -~10 _____ __HJA_ ug/l kg/D - <10 N/A__ --L--
348. H ....
chlot'obuUdi*ne X X 187*88-31
....----'----+----+---+-----**-*------
<10 N/A 1 ug/1 kg/D <10 N/A 1 31i8. H .. llChloro-cycl-Udlene
_11_1_-4_7_*4_1_ _--t~- ____ 2_ __g_Q_ _____ -~/_A__________________ _ 1 ug/l ~g/D - ~ l() _ - - ~/A__ - _J 388. H . .llChloro-eth- 191.12-11 X X <' rn ai i11. ug/l kg/D <10 N/A 1-------t--"--+---+--"-+-'-LL'-----+--IS.jUL-- - ------* --- *-~--* - - * - - - - - - -------- ---
3711. lndeno (1,2,3-cd) Pyr- X X 1111:1-39-111
~------+----+----+--1---------+-------
<10 N/A ---*-*------ *-------------- -- - - -
ug/1 kg/D -- \l_Q_ N(A. _! __
388. loophoron*
178*611* 11
+-~-+---!---'.-'~- __
x <10____ HLA___ _ .. 1. ug/l kg/D :<10 .. N/A._ 1
- - r--*- . *-*
3118. N*phthelene 191*20*31 _x __ <10 N/A 1 ug/l kg/D <10 N/A
+--x -
400 N*troben1one 198*96*31 <10 N/A 1 ug/l kg/D <10 N/A 418. N*Nitro*
x- X--
aodinu'tlhyl*rnintt 162 75 UI x x <10 N/A ug/l kg/D <10 N/A
. 428. N*Nil<OIOdl N Proµyl.*mint1 1611 64 I) x x <10 N/A uq/l kg/D <10 N/A 1
- llNllNlll ONHIVERSI
CONTINUED FROM THE FRONT NJ0005622 DSN 4898 Tf.rq~ufiu'f,r..r VALUE 11 NO O*
c.LCj"i.G ii ...... t i t ,1 I t1NC. II UM
- *-* - - .. - . .. ***- - ANAi d I ON4 l N ~'i/~f!~~l ~!'!!.,l!. -*- ANAL IUAllUN l*l**"***h 1-1 .. ,.,** Y!.tS I I ** * ** v ~~* ....
. "." -" ' . l ,.. . . . "
438. N*Nltro*
oodlphenylemln*
188*30-el x x 1 ug/1 kg/D <10 N/A 448. Phenenthr*n*
I 186*01-81 x x <10 N/A
- -*-----+--'-------1 1 ua/1 ka/D (10 N/A
. L ,___ <)Q_ ____..........
N/~,A~---+ 1 ua/l ka/D <10 NIA 1
<10 N/A 1 ug/1 kg/D <10 N/A 1 0C.W FRACTION - PESTICIDES
--~------~-~--~-~------------~-----*-+---*--*** --*** - *-- -*--*-*- -
IP. Aldrln C30ll*OO*:ZI x
- -*- t--- 1 - - - - - - i---*---- - - *
- ZP.U*8HC 13111*84*81 x 3P. IJ*8HC 13111-86* 11 x o---------<>----+----t----4*- - * - - - * - - * - - * - - - - - - * - - - + - - - * * - - - - - - - --------*
4P. 'Y*8HC 168-4111*111 x
t--------1r----t----+--- - - - - - - - - - * - - - - - - - + - - - * - - * - - - ---*--------- 1-- - - - * -- ---**
6f'.6-BHC 13111-88-81 1-------~f----1------ JL ---- ---------- .-- ---*-- . --*-- --- *- --- - ... ---- --- .. ---------- --* *- ....
&P. Chlorden*
11>7-74*111 y
7f'. 4,4'-DDT ll0-211*31 x t--------1r-----+--- ---**f-----*--------- *-*-- -- -- *****--
llf'.4,4"DDE (72*1111*91 x
llf'. 4,4'-DDD 172-14-81
_x_
HIP. Dleldrln 180*57*11
- i llP. a-Endooullen 1116*29*71
+*-~ -- --X- .
l:ZP. IJ*Endo.,ll~n 1111>*211*71 x
+-* --- -----
I 3P. Endooulf*n Sull*t*
11031*07-81 x 14P. Endrin 112 20*81 x r-----------*
15P Endrm Aldahyde (74219341 x t---*--*----- --
16t>. Uttpl*chlor 176 44*81 x
PAGE V*U CON UNIJL ON PAGE VII I
EPA Form 3510*2C (R11v. 2*851
CONTINUED FROM PAGE V-8
- I lJNll~,
l111111AJl/"""*1/
UMI/ N11 ..1 001J 110~1 'I
~111111 ,,.,,,, , * ., 1u1l."\ I.' 11 tJ:1
~
IN l AK£ ("l'"&JI)
I. POLLUTANT
- MARK.,.. I £f"FLULNT 4 AND CA5 -- ----*-* - -* *--*---* -------lb"Mi<x-1M. M j--* v-v-A"i:u"iE C.CciNG '?ff."' /f~f:f *I I l>Nl. II UM la:.!:'.~,-.'e~~J"'i-11 :~.~~~u~~~~~~uE -~---- lH!!!~~
VALUE , 1 N<> 01 h NO Ot
-~-~~-~ ~V~!l~<...-l V~~~~-
NUMBER _ *-**--- ---- t'..... ANAi. d <ON< l N IHA110N lo MA~">
'II':',~.;. :::., .~~' 1~1- ..... !I. l*I. Id ..., "' . ~ l* ~ .: ~*,*:: .:. "
t*f,w,11lubl1*J 1----------L.Jul_* -
l*I Id M A *
- l*I
- ---- -~~~~~~~-~ **-------*-*--*--- ';-~~.!__!_"!~ ..... ~*~"* . --- .. . . .....
'---- ,. ~'""'"'"'
I* I .... **
OCIMS FRACTION - PESTICIDES tco111'111m.JJ ----
---~------
+---+--------!-------- *----
+--~---..--~------ -----~-------
PAGE V-9 EPA Form 3&10-2C !Rev. 4-841
- Indicates compound found in blank.
f PA,..,,,,,, l~lO Jr IHt*v "} Rfi\
Salem Generating station NJPDES Permit NJ0005622 APPLICATION FORM 2c-v EXPLANATIONS - DSN 489B
- 1. DSN 489B, the #2 oil skimmer, contains water from precipitation runoff, fresh water from on-site wells, and river water from system leakage and sampling. The parameters believed present in the discharge due to their presence in the intake are a compilation of the parameters found in site fresh water and the Delaware River Estuary. Since the amount of river water influx can not be determined, the mass calculations for this situation are marked indeterminate
("IND") or not applicable (N/A).
- 2. Pollutants marked "X#" as Believed Present are listed due to their presence on site in quantities which could be released.
These pollutants are not anticipated to be detected in the discharge.
- 3. The following pollutants from Table 2-C or 7:14A Appendix B are utilized at the facility in quantities which could be discharged but are not anticipated to be detected in the
- discharge:
"Carbaryl Diazinon Ethanol amine Pyrethins Xylenol Chlorpyrif os Dimethylamine Formaldehyde Xylene Methyl Isobutyl Ketone Acetic Acid Ammonia Calcium Hypochlorite Hydrochloric Acid Lead Acetate Napthalene Nitric Acid Phosphoric Acid Potassium Chromate Propylene Oxide Sodium Hydroxide Sodium Hypochlorite Sodium Nitrate Sodium Phosphate (dibasic) sulfuric Acid Sodium Phosphate (tribasic)
Toluene Vinyl Acetate Zinc Carbqnate
SALEM GENERATING STATION DSN 4898 NJPDES PERMIT NJ0005622 RENEWAL NUMBER 2 OIL SKIMMER PERMIT
SUMMARY
TABLE SHEET 1OF1 PARAMETER EXISTING PERMIT FILES swas DRBC PERMIT RECOMMENDATIONS NOTES LIMIT FREQUENCY TYPE LIMIT FREQUENCY TYPE Flow NIA Monthly Calculated 0.003 Avg. N/A NIA N/A Monthly Calculated 2,5 (MGD)
Petroleum 10 Avg. Monthly Grab 4.82 Avg. NIA 10 Max. 10 Avg. Monthly Grab Hydrocarbons 15 Max. 16.00 Max. 15 Max.
(mg/I)
COD 100 Max. Monthly Grab 26.87 Avg. NIA 10 Max. 7 (mg/I) 60.80 Max.
TSS 30 Avg. Monthly Grab 7.60 Avg. N/A 30 Avg. 30 Avg. Monthly Grab 1,8 (mg/I) 100 Max. 21.40 Max. 100 Max. 100 Max.
TOC - - - - N/A NIA 50 Daily Monthly Grab 7 (mg/I) (Max.)
pH 6.0 Min. Monthly Grab 6.60 Min. N/A NIA 6.0 Min. Monthly Grab 3 (S.U.) 9.0 Min. 7.29 Max. 9.0 Min.
Salem Generating Station DSN 489B NJPDES Permit NJ0005622 Number 2 Oil Skimmer Permit Summary Table Page 1 of 1 Explanatiqn of Existing Permit Reference Notes
- 1. Total Suspended Solids shall not exceed 45 mg/l as a 7-day average. (Part III - B/C, Page 4b of 7).
- 2. Flow is calculated based on non-precipitation related estimated discharge plus the calculated precipitation related discharge for the reporting period and reported in units of million gallons per day. (Part III - B/C, Page 4b of 7)
- 3. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored monthly using grab samples. (Part III - B/C, Page 4b of 7)
- 4. There shall be no discharge of floating solids or visible foam in other than trace amounts. (Part III - B/C, Page 4b ..
of ,7)
Salem Generatinq Station DSN 489B
- NJPDES Permit NJ0005622 Permit Summary Table Explanation of Notes Number 2 Oil Skimmer Paqe l of 2
- 5. The #2 oil water skimming tank, outfall DSN 489B, consists of precipitation runoff, roof drains, floor drains, equipment drains, and transformer sump drains and discharges to outfall DSN 489. This system is also used for spill prevention and mitigation. The enclosed schematic of the #1 & #2 Oil Water Skimmer describes the essential contributors to the system.
Flow is calculated by summing the non-precipitation related discharges and the calculated precipitation related discharge and reporting the result in million gallons per day. The precipitation related component of the flow is based on the area of runoff, the runoff coefficient, and the inches of precipitation during the reporting period. The precipitation related influents drain runoff from the facility. The non-precipitation component of the flow calculation include~
engineering estimates of normal discharge volumes of the non~
precipitation based influents. Although most pollutants are not expected to be present in the discharge, pollutants used in the facility can be postulated to enter this system during
- normal operations. Equipment and floor drains and sumps are not expected to contain any measurable unidentified pollutants but drain areas in which limited pollutants are utilized. The chemical handling and storage areas in the facility normally drain to the chemical waste system which discharges to the Non-Radioactive Liquid Waste Disposal System (DSN 48C) ,
however, system leakage from components and equipment containing very dilute quantities of acid, caustic, ammonia, and hydrazine can reach the turbine building sumps and be discharged through this DSN.
- 7. on March 13, 1989, PSE&G requested the chemical oxygen demand (COD) limitations and monitoring requirements be changed to total organic carbon (TOC) limitations and monitoring requirements as delineated and allowed by the current NJPDES permit. We request this change of parameter be accomplished in this renewal and COD be deleted as a monitored and limited parameter and replaced with TOC. The TOC limitation should be 50 mg/l based on monthly grab sampling .
Salem Generating station DSN 489B
- NJPDES Permit NJ0005622 Permit Summary Table Explanation of Notes Number 2 Oil Skimmer Page 2 of 2
- 8. The total suspended solids (TSS) limitation of 45 mg/l as a seven day average is not applicable to this DSN. The monthly*
sample requirement and limitations on the daily average and daily maximum concentrations provide adequate protection of the environment .
- * ---------------- ----~---------~
SLUDGE PUMPED OUT BY VACUUM TRUCK FOR HAZARDOUS WASTE DISPOSAL BTA POWER TRANBFORMER HAN AUX POWER TRANBFORMER AUX POWER TRANBFOAMEA MANHOLE 489B SKIM TANK 21.22.23.24.25
- 3 #2 TUAB SUMP PUMP MAIN MANHOLE TRANSFORMERS
- 2 MANHOLE
- 1 489A MANHOLE
- 4 MANHOLE
- 5 CB 71 DELAWAR...____ _~
MANHOLE DIVERTER RIVER----~
SALEM GENERATING STATION
PLEASE PRINT OR TYPE IN ltH'. IJNSllAl>l IJ Alll: AS ONLY. You "'"V 1c1J111 I some oo all of
- l1u111 A111111J111*il ttus 1ntorma1ion on separate sheeas (use llw sanw lurtUJI} 111s1t~dd ul cu111pltH111y lhc~t~ pay1~s. UMH No .ltNJlJ OO~)'J SEE INSTRUCTIONS. NJ0005622 Al'I"' ~A/Ult'!; I~' .'I I lJ!J V. INTAKE AND EFFLUENT CHARACTERISTICS lco111111ued lrom page 3 ot Form 2-C)
PART A - You rnusl provide tht! results of at least one analysis for every pollutant in tins table. Complete 011e tilble 101 each outlJll. Sec 111str11<_::~1'!!~ '-~-a~l~~1011~_1 dl!_~_i_I:>_: ________.
- 2. EFFLUENT l UNITS _4_ !_NI AK~.!*'!!'~'"""!
(1ot11*c*i/\' ;( blanlrJ
- t. POLLUTANT **MAXIMUM DAILY VALU* :.~aa~t:Y VALUE C.L ll. NO.Ot-
___ a~~* ~~----- h NO OF a.CONCEN-1--------+.iiJl.WO.J<!ll*ClClllA.llll!q. _ _*:...*.:.1_.._.._*~*--1..-**ai:!!!!.!!.!~~-h t ~*J" ~~~~ ~.!!' ~~~'.! ~...
- 11) ANALYSES h. MASS MA.. c ONCE ATIOH MAS.S THAT ION
- Bloch*mic*I Oxygen D*m*nd tBODJ 4.8 0.18 1 mg/l k Lrj_
- b. Ch*mlc*I Oxyg1111 D*m*nd
._,_c_o_o_1~_ __.___ _?2_ ____ 1--___o..:..*..:..9-=5--..._------+-----~------4-----1----'"-----+--'-"";u.....;=-----+--..:.:..<;>L-::___- 1 m /1 kg/d _____________
- c. Tot*I Organic C*rbon (TOCJ 6.7 0.25 - - * ~LL _k_gU. __ - * - - - --*----- d. Tot*I Suopended Solidi ('l'SSJ 3 0.11 __ _J.__ _...._m-'g=--/_l_ _ -~g/_d-
- . Ammonl* '"'NJ
~--~-----+---
<0.03 NA m 1 _Jszl.Q_ _ -
VALUE VALUE VALUE VAllJl I. Flow 1------L-----------1----------+----o:::....:....:.O~l=---:(~e~s~t~)---t----+-.Jli..A~-
VALUE VALUE VALUE llill.2 __ _
VALUl:
- g. T*mperatura (winl~r) "C
- 11. 5°C VALUE VALUE VALUE
- h. T*mper*tur*
(*umm~r) oc I. pH PART B - M*rk column MINIMUM
- x**
2*.
MAXIMUM 7.2 MINIMUM MAXIMUM 1
STANDARD UNITS
---~
in column 2-* fOf emch pollut*nt you know Of hlive rNIOll to believe ia prnent. M*rk '"X" in column 2-b for each pollutant you believe 10 be absenl If you mark column 2a for any pollu1an1 which ia limiled either directly, Of indirectly bul expr-ly. in an effluent limitation* guideline. you muat provide the reaulll of at lealll one analysis lor 1ha1 pollu1an1. For 01her pollu1an1s lor which you mark you muat provide quantitative date Of *n explanation of their preaence in your discharge. Complete one table for each outfall. See 1he ms1ruc1ions lor add11ional delails and requirem1m1i; I. POLLUT- Z. MARK 'X' J. EFFLUENT 4. UNITS 5. INTAKE {o/*lt"""I)
ANT AND CAii NO.
,,, *allallle)
- .1ave:
~-** **H'f a*Nt
- I!* LIRW&
b .**
hi MAS*
a LONCEN
- 'fATION ti. MASS
-a-LONG
__ AVE.RAGE VALUE ERM
.NO.
ANAL YSES
- Bromld*
124969-67-91 x _______,__
- b. Chlorln*.
Tot*I R*1ldu*I x ---*--*-*--+-----
- c. Color x
- d. Fec*I Colitor111 JC_
- e. f luo1lde I 16984 48*81 I
x Nltrole Nltrlh* to* NJ EPA form 3510 2C IRev 2*85) PAGL V*I CONl INUL ON Ill Vl RSE
ITEM V-8 CONTINUED FROM FRONT NJ0005622 DSN 491 Z. MARK 'X' 3. EFFLUENT 4. UNITS 5 INTAKE (01>1io11alj I. POLLUT*
ANT AND ~i~~LMAXIMUMD-A-IL_Y_V_A_L_U_E~nb~.~M=A~x=*~=~M~~~a=~=a~~=~~~~Y~V~A=L~U~E~~cr.~L,O~Nnl~G-T~~~-OE~ra,~n~=~~,r.,v=AnL~u=E~d-_-N-0-.0-.~8-.-c-o_N_C_E_N--~----~---A-~-.-~-o-M~E *NOO*
CAS NO.
(If IJlf"lable) **"T **,,.T t.:uN<..1:.!~)""TION laJ MA*& c0Nc.*L'JHAT10N l.1) MA** coNCkL*J""T&ON lzl MA=ii1o ":s~~- TRATION l~. MA~~ ..._,~,...L l ~1 )., ... 11 ,...,.. Iii MA:.:. ~':.:~
- ----------- ------ -- ,__~ -
11.Nhr-.
Tohll Orgenic (aa NI x
- h. Oll*nd Gr-x <0.85 NIA J--=~-,-----+-~t--t-~==------1--"-"--'--'---+-----+-----+----+--------+---='---- mg/l ____ ---~9L~
I. l'ho111horu1 (a. P), Tot*I (77:13-14*0) x 1- Radioactivity - - --~
~~~~-----J------1-..Aiil...~---l----+----l----c----1---+---- f - - - - - * *
- 111 Alph*,
Totel x t-------t---i----t-------+--------t------,-------i--------1-------i---*- f - - - - - - -- - - - - - - - - *
(:II B*t*,
Totel x 1-------l---f----t-------+--------t--------t------~---------J---------J---------- - - - - ---- ~- ------
131 R*dlum, Tol81 x
(4) Radium
- 126. Total x
.,_~~~---1--~---'-'-~-------+------~------~------~---------~*-------4----~------ ---------*
- k. Bulf*hl (aa S04I
( 14808-79-8 I x
'"'""'"""~=--1---f----t-------+------~------~-------f----------j----------J----~--- -- -------*
I. llulfld8 (iu Ir)
'>l
- m. Bulflt8 (a. 803)
(1421111-46-3) x I - - - - - + - - - - - - -- --**--- --** -
n.aurt-u
'>l
- o. Alummum, Toi.I (74:18-110-6) x t-:;:--,ra.:i;;;:=---1----i---;--------t-------;- - - - -- . * - - - - - - - -----------11--------+- ----- ------ -- --
p . .._.Nm, Toi.I (7440-311-31 '>l
- q. 9URIR, Toi.I x (7440-4:1-8) r.~n.
Toi.I (7440-48-41 x t - - - - - - - l f - - , - - - + - - - - - - + - - - - - - - + - - - - - - - - + - - - - - - - + - - - - - - - + - - - - - - - + - - - - - - -----<>----------- ---- - ----- --- - - - - - - * - - -
L Iron, Tot81 (74311-811-8) x 11-~~----l---f--~-------+--------+---------+---------+-------4---------4-------*~--- ----- --*- --
t.M...,.ium, Toi.I (7439-96-41 x - + - 4 - - + - - - - - - + - - - - - - t - - - - - - j f - - - - - - l - - - - - - + - - - - - - l - - - - + - - - - - + -------- - ----------
1-'-=--:-.:-:-- ~---*-* -
~. MolybcMnum, Tot*I x
(7439-98-7)
- v. M*"ll8fl-. ----- f--- ---------- --- ------ _________ .__ --- -------
Total (7439-96-6) x ---------------
- w. Tin, Total
( 7<<0-31-6)
_x ----- - ---------
- x. Tlt*nlum, TOt*I i "/440 :12-6) x I
CONTINUED FROM PAGE J OF FORM 2-C tlJ0005622
- 491
'"" A1*11111..,r-1/
OMH No ..!lltJU OU59 ApplOl>'dl l'/4./Ulf!;) 12 .11 85 PART C - If you are a primary industry and this outfall contains process wastewater, refer to Table 2c-2 in the instructions to determine which ol the GCIMS lrac11ons you must 1es1 lor. Ma1k "X" in column 2-a for all such GC/MS fractions that apply to your industry and for ALL tm1ic metals, cyanides, and total phenols. II you are not requ11ed to ma1k column 2 -a (secondary indus/fle.<, nonproct1ss wastewater outfalls. and nonrequired GCIMS fractions}, mark "X" in column 2-b for each pollutant you know or have reason lo believe 1s presenl Mark "X" in column 2 -c for each pollutant you believe is absent. If you mark column 2a for any pollutant, you must provide the results of at least one analysis for that pollutant. If you mark column 21.J for any pollutant. you must provide the results of 11t l1111st one analysis for that pollutant if you know or have reason lo believe it will be discharged in concentrations of 10 ppb or greater. II you mark column 21.J fu1 acrolem. acrylomtrile, 2.4 dinitrophanol, or 2-methyl-4. 6 dinitrophanol, you must provide the results of at least one analysis for each of these pollutants which you know or have reason IO IJeheve that you discharge in concentrations of 100 ppb or greater. Otherwise, for pollutants for which you mark column 2b, you must either submit at least one analysis or briefly describe the reasons 1he pollolant 1s e1tpected to be discharged. Nole that there ara 7 R"'91 lO this part; please review each carefully. Complete one table {all 7 pages} for each outfall. See instructions for add111onal de1a1fs and requir.ementa. * ""
I. POLLUTANT AND CAS NUMBER
- z. MARK *x*
"' .... b. .... c. .... a. MAxlilllllli.
- "B LY \&ALUE:
- 3. EFFLUENT
- b. MAXl'?Jl':u:R..'i:c,v VALUE r£R C.LONG TtrfQ'::.. tt..lf'er*
iG VALUE d. NO.OF *. CONCEN-
- 4. UNITS 5. INTAKE (optional)
.. .i:--i..~~G.1,1:.!M,_
, I
- b. N0. . . 1 (If avallableJ ~~f;._
- L~
- .:..;: CONC*NhTt. _: ..*._:
r*r.t* l*I M.... hi coHCaN'1'RATloN hi MA as l*I c0Nc*NTRAT10N Iii MA a*
AYNSAELS* TRATION li. MASS ld CONC*N-THATtON (i) MA**
Av"*"*G..** 1, METALS, CYANIDE, AND TOTAL PHENOLS lM. Antlmonv, Tot*I (7440-36-01 x -* ---- ---+------11------+-
2M. Aroanlc, Tot*I (7440*38-2) t--------4----+----~'x-'--4-----+------~-----1--------l--------1-- - - - + - - - - + - - - - - - - - - * - * - - - - - + * - - - - + - - - - - + - - - -
3M. B*rvlllum, Tot*I, 7440-41-71
-+---t---X--- -*-- -------~*-----~------ ---* - - - - - - - *-------~--'--- --- - - ----- . - ------- ------- **--. **-- ----* . --------* - - - - - - - - -
4M. Cadmium, Tot*I (7440-43-91 x
------------1-----------'-------- - - - - - * ~----------1--------
6M. Chromium.
Tot*I (7440-47-3) x I---------+--*+-*---,____._--------------- - - * - - - - -------- - - ------------- -------------- .________ **----
6M.~.Tocal (7440-60-8)
__ _)\._ -*------------- ___________,_________ - - - - - - - - L - - - - - - **-**---*----- ----- - - - - - - -- -- ---- ---
1M.l.Md.Toul (7439-92-11 x
*--*-- ------ ---1-----------1--- ---------- -- ---* ---------
BM. Mercury, Tatel (7439-97*61 x 1----------+---t---- - --- f--* - * - - - - - - - - * - --------+------------ ------------- ------------~ ---------- --
9M. Nlckal, Tot*I (7440-02-0) x lOM. Selonlum, Total (7782*49*21 x
+--+---- - * - f-------*----*1-------~--*------- - - - - - - - - - --------*- - - - - - ----
1 lM. Silv*r, Total (7440-22*4)
____ Lx.___
i----------l---------l----------1----------- - - - - - - - - - - - - ----*--* -*-
12M. Th*lllum, Tot*I (7440*28*01 x 11---------+---+-----* ------+-*--*------1______ _ _ _ - - - - - - - - - - ---*---
13M. Zinc. Tot*I (7440*66*61 x 1---------+--+-*--* --- *--- --------------*-*--*---- ------ ~------"-- *------- - - - - *-------
14M. Cyanide, TOl*I (57-12*51
__Ji__
._--------~--*-I---*--* ----------- * - - - - - ---- ------ --**- -------
15M. Phonola, Total x
l :--*~D-E_S,_C_R_I B_E_R_E_S_U_L_T_S_ _ _ _ _ _ _ _ * - - - - - - - - - - - - -
- f PA Form 3610 2C (Rev 2 85J PAGI: V*3 C:ONTINIH ON flFVERSI.
CONTINUED FROM THE FRONT NJ0005622 DSN 491 *
- 1V. Acrolein (107*02 8) x 2V. Acrylonitrile (107*13*1) x JV. Benzene (71 43*2)
..--------- x ***-----
4V. Bi1 (Chiaro*
methyl) E thar x (542*88-1) t---*-------*
5V. Bromoform (76-25-2) x f----*---*---- .,._ - - - - - - * - ----*-- -*--*- *-
6V. C8'bon T*tr*chloride (66-23*5! x 7V. Chlorob*nan*
1108*90*7) x BV. Chlorodi bromomethane (124*48*11 x 9V. Chlorouthane
- (75*00*3) x 10V. 2-Chloro-
- thylvinyl Ether
( 110*75.S)
.x 11V. Chloroform (67*66*3) x 1:ZV. Olchloro*
bromomethene (75*27*4) x 13V. Dichloro-dlfluorometh*n*
(75-11*8)
+-**-- *---*-*
14V. 1,1*0ichloro*
mth*n* (75*34-3) x 15V. 1,2*Dlchloro*
- th*n* (107-06-2) x 16V. 1,1 Oichloro*
ethylene (75*35*41 x
t---------+-*---jl---t---+--------- > - - - - * - - - - - - - - - - - - * - - * - - - - - ~*---- - - - - * - -------- - - - - -----** .. - . - -*-------- **------- --- - - - -
17V. 1,2 Dichiaro 1>roi>ane ( 78-8 7 -5 J
--41-----'"*+--- ------ ----*- -*--------+-*-*- *-----*--------c----*---*-.
18V. 1,3*01chlOfO*
propylene (542 *76*6) x 19V. E lhylbunzene (100 41 41 x 20V Methyl tHomidtt (74 83 9) x 21V. Mu1hyl Clllorad .. 174 BI :11 x
EPA form 3610*2C (Rev l 11!>) PAGE V-4 C:ONl INlJE ON PAGE V-6
CONTINUED FROM PAGf V-4 I. POLLUTANT AND CAS NUMBER
- 2. MARK a.:..:,:*
- x*
~)i,=~j'-~.':,~L --~: ~.~~IMU~ DAIL~~~':~~ -~~"-~-~jJJ':v~iyagf:t J. EFFLUENT
---....----------------~-~=~~~~-~~~~----*-
VALUE
- C.LONG Tf.ra~an,:tr:.r* VALUE l
ii. NO OF a CON( tN*
l1111t11l1*J!lll\.t*cl CM1HNo
- 1 r111111J1J!1'J A1'lo~.1l1**1m1~\ I~'
- 4. UNITS 11 MASS II llh 5 INTAKE 1----** - - - * -------
- (<1pl11mal) f,.~lli~if.~ ~~L_ t.A:OA~f 1da11ullabJc) Q~,~~- ::~~ ..*.~-~-** .~-~*"__* ._~*l_H .........*.~l
____ ._*IM_.,_,_____c_U!!__' L~-*.*_
_u_N_ _ _ _**__ l_M_*___
.C.:ON'-loNIHATIUr.1 Iii MA!!.* Av'!~~ lRATION Id. uNC*...
~-~_!.~~--
Id ...... n Y!.lfS GC/MS FRACTION - VOLATILE COMPOUNDS lrnuti111u**ll 22V. Methylene Chloride 176-09-21 x
23V. 1, 1,2,2* Tetra*
chloroethane (79-34-51 x
24V. Tatrachloro*
ethylene (127-18-41 25V. Toluene C108*88*31
)L 26V. 1,2*Tren1*
Dichloroethylene (166-60*61 x
27V. 1, 1, l*Trl*
chloroethone (71*56*61 x
- - *I 28V. 1,1,2-Trl*
chloroathana !
(79-00-6) x 29V. Trlchloro*
ethylene (79-01 *6)
X.
30V. Trichloro-fluoromethene (76-69*4) x t - - - - - - - - 4 * .. - . - - -
31V. Vlnyl Chloride (75-01-41 x GC/MS FRACTION - ACID COMPOUNDS_
t - - - - - - - - - , - - - . . - - - . - - - . - - - - - - - t - - - - - - - i l - - - - - - - i l - - - - - - - - - - - - - - - - - t - - * - - - + - - - - - - - - -----* ---- -- - -- - ----- _____,____
1A. 2*Chloropheno x 1911-57 8) t--------+--+--~- -*--1------------- -----*---+------*- ----*-----*!-------*+---- ----- --- ----- - .
2A. 2,4 Dichiaro phenol ( 120-83*2) x t - - - - - - - - + - ----------. --*-- *----- -- -* - ----------*-- .. ***-* ---- ---- --- -- --**- *-
3A. 2,4-Dimethyl phenol 1105*67 *91 x 0---------4-----1---- - --------- ---*--*--*
4A. 4,6*Dinitro 0 Cre1oi 1534-52 11 x t--------+-*--+-*- - ---*-- ~---------*--*--------*--- __________ ,,_ -***-- ...
5A. 2,4 Dinitro phenol 161*28*51 x
6A. 2-N itrophenol 188 75 51 t--------+-*- --*->-* J(. _ . **-* *---** ----- - -----**-
7A. 4-Niirophenol 1100 02 71 x 1 - - - - - - - * - ..
BA. P Chiaro M*
Cresol lb!J 50-7) x YA Ptt11tachlnro phenol lU7 86 5) 101\ Phenol
___ -- -* -- -~ ..
<*OB u~ 11 x l 1A 2.4.fi l ri ldoroplit!llOI 1
1llH Ofi .ll x
.__ _ _ _ _ __.__--"'----'--........JL-____ *-**-* -- ***----~------~---- .--. .. - ----
'~,. I 1\N fU VlHSI
(1/
CONTIN..,~..J I. POLLUTANT
~~~~::
FROM THE FRONT auadable)
- u.-
z a~:..**
MARK 1-.-.-.-.-.-.--1.1.-.-.-...
- V*
- x*
A**
T COl'tC.. l I I I hi I NJ0005622 I I p:"'""!!.£.~:.:_~-- ~~~-~!_H_*_!_!E!" -------~~! _
DSN 491 J. EFFLUENT
-,-M--U-M--D-A_l_L_Y_V__A_L_U_E-~l>-.-M-A-Xi'-/M 3;Yi gc~-vALUEC.LONG Tf,/!Ml-s;~pALUE ,;--,;;~-~
-c_-.-.-.+a-.-M--.-. ..
1.1*v*L<1-------~-------+----~~a~*-a,_1~0~_ _:--_*~~ I I I aua a " ANAL*
~-~.!:!~**~-'!!!~!!!!!:! ~~~_:.:_..._*_ _ ~- !~
5 T RATION 4 UNITS a CONCEN lJ MAS!.
!)
INTAKL ("l"1.1IJ OCIMS FRACTION - BASE/NEUTRAL COMPOUNDS
-~---~-------+--- - - - ------ ,___ ______ - - - - ------+------_,,__
- 18. Acenaphthuno (83-32 9) x
+---+-*--- - - - ~- -*-------
- 28. Acenaphtylone (2118-96*8) x 3B. Anthr11eana (120-12-71 x 4B. Ban<ldina (92-87-6) x
---+--------+---------+----------- ------- *- --------- ---*--!--------- - - - - - - - - - - - ----*--. - -----*- *------- . ------- - --------
6B. Banzo (a} Anthracene (lill-66-3) ......---~----+---+---+----<f--------+-------<>------ x - - - ----- - - -* 6B. Banzo (a} Pyrana (60-32-8) x
-*-*-- - - - - - + - - - - - - * - - - - - - - - ---- ... -*---- ***-----------**- -- ----*-*--**----- **--------------- -
7B. 3,.4-Banzo-ftuoranthen* * (206-99-21 x ~----'-----+-* -- ---* - *---*---------*------- --------*--- ------ -*-*------ *-*---------- . ---- ----- ----- -- *------>------- 8B. Banzo (6111} p..-ylen* ._,_C-'-19"--1'-*.::;2-'4-"'-2"-l---4----~- _ x 9B. Banzo (Ii} F luoranth*n* (207-oB-91 ~---~----+---~-1--- x - - - - - ---- - - - - - - - ---------- ----- *------- t------**--- -- - --*-----------------;--**-----t--- -*-**-*-- ----*--*-- -- -- 108. Bio (ll-Chloro-elhox y} Mathana X (111-91-_11"--=,,...,...-t---+----- - - - - ----*-------* - - - - - - - - - * - - - - - - - -- ---- -- - - 11 B. Bio (2-Chloro-dhyl} E thar Cl 11-44-41 x
>-- - - - - - ---+---+---+-----lf----------+------- - - - - - - - - > - - * - - - - - - * - - - - - * ------*--*------------------ ---- *--*--*- - - - - * * - -- - - - - - - - -
128. Bil (2-Chloroilo-pr.,,,,, Ether 1102-e0-1 I X
---+----+---..---<>-----*---- ---*- - - - ------*----
13B. Bio (:I-Ethyl* h11JC)llJ Phthalata .,_1_11_1_-8~1-_1_1_ _-+-->---+---.lL ------------ -------* - --- ------- -- *- -- -*-------- -- --- - 14B. 4-Bromo-phenyl Phanyl X Ethar ( 101-66-3) 1---------+---+---t---ll--------* --- - - - - - - ----------- ----* ----- -----. 11iB. Butyl Banzyl Phthalat* (86-68-7 x
-+----+--------- *--------- r---**------- ~---------!----- ----- ---- -*-----+------------*------- *- ... - -
1118. 2-Chloro-naphthalana (111-68-7) x --~--~----+---+--+----<t------~--------jf------- ---------- --*- ------ ----* --- ----- ----- - - - - - ---*** **-. --*-- - -------*- ----------*-*. 17B. 4*Chloro-phenyl Ph*nyl Ethar (7006-72-3) x - - - ----**--- ----. -- ----- - - . --* 1BB. Chry1Un* (2111-01-9) v 19B. Dlbenzo (a,h} Anthracena (63-70-3) x J---------+-----1-------1------ -- *---------- --*--**- ---*-- 1--------- -* -------- - - ------ -- -* - --*----* - - --- *-- -** - - -- - 208. 1.2-Dichloro-
. benzene (95-60* 1 l x -------~ ---l----- 1---**- ---- ---
211l. 1.3*Dichloro* benzene (541-73 1 x EPA Form 3510-2C (Rev 2 851 PAGE V-6 CONTINUE ON PAGE V-7
EPA 1.0. NUMBER (copy from ltem l of Form l) /OUT PALL NUMBER I ur 111 Aµµfuvt:d LJMB No 2000 U05Y CONTINUED FROM PAGE V-6 /' NJ0005622 491 \ Apptuval t:l(pllt::S 12 31 Bb I. POLLUTANT 2. MARK *x* l. EFFLUENT 4. UNITS 5. INTAKE {*'l'llcmu/J
~~~~:: 1-.-T-.-.-T~b.-.-.-_~c.-.-.-.+-8-.-M-A_X_l_M_U_M_D_A_l_L_Y_V_A_~-;:;;- b.-M-AXl'?Y':u~1~ogfel VALUE --------;G--*---- --*--- *-- ----- - - * -
c.LONG Tt:RM ft.~f!r* VALUt: oJ NO Ot b.No or IN.. Ll .. \111. Ll*V .. (lfava a e .ANAL- dT~~;~~:* lJ MASS AHAL* (ffouailablt*) Q~t.;. ::~; -~~-. . 'ONC..I t*JHlll.11UN (.i!) MAllolo t;ONLLt*JfflHION Ii)""'"~~ _c. Ul'tC. E.!*,IHAllUN Id MA~* YSES (.tJ ........ Y5E* GCJMS FRACTION - BASE/NEUTRAL COMPOUNDS (conti11ued'
--l--------~------------~-*----->--**--------jl-------t-----
228. 1,4-0lchloro-benzene ( 106-46-7 x
. ------- - 1 - - - * - - - - - -* --- --* -------- ---*----+-----
238. 3,3'-0lchloro btlnzldlnot
..._(91-94-1)
_ _ _ _ _ _ __...__ _.._ _ _ __,~_ y ...___ _ _ _ _ _ _. __ _ _ _ _ _ _ _ _ 1--***-- **--- --- - -** 248. Dluthyl Phtholat11 X (84-66-2) 1----">-*--.}----------1----*-- - *-~-*---*--** - 268. Dimethyl Phthalatu X
...,,1,,,13=1_-=1~1-~3'""')
288. Dl*N*8utVI
~~-+--41-----+---+------1-------+-------**** *->----*-----*- - -*-*- - -- . ------ ~---*----* 1-----* - - * - - - - - - - -**--* -- * - * - * -*---- **-- - --~---*-----1------
Phth*l*tu (84-74-2) x
..---------t---+---f-----jl--------1---------jf-----. - - * - --** --* ------- -- - - - - - * - - --
278. 2,4-Dinltro-1--t-0_1_u_en_*_l_12_1_-1_4-_2_1i----l---.l-..:.X:__-l1--------+--------+----*-*----t----* **-- --*- *- . **------ - ------ - - - - - - ----+-----+ 288. 2,6-0lnltro-toluenu (606-20-2) x 1---------...J----l-----~---ll-.----- l ' - - - - - - - - t - - * - ---*------t--*-*------ - --- 298. *oi-N-DctVI Phthal*te l--'(_:_1.:_17::._-8::c4-::...=0!..)---4--1~---J ~-- ---- - - - - - - - - - - - * - - * - > - - - * * -**-----** --- ----- - ---- *---* 308. 1,2*Dlphenyl-hydrazlne (ao A*o-1-=k=n~u:::n:.:;e~Jc.:l!..:1:.:2:.:2~-=6=6c.:-7+---l---~X:1---J1------*-----i---*----.._---------- ~---*-* 318. Fluor*nthllnu X (208-44-0) 1 - - - - - - - - - . . . J - - - - l - - - - - . l - - - - - J l - - - - - - - l - - - - - - - - - ' - - - - - - - --------------- -------- ------ - - - - **-----*- -------- ------*---i----- -- 328. Fluor11n* (88-73*7) x
--------+--...J----1-----.1---------1--------1-*---*-- ------------ --** --*--------- - ---- -*------ -------- -*---- -*-- *----*-* -- ---- -*- -* ----****-. --
338. lleucnlolabonDfll I (11A-7*-11 X.
... * - - - ------i---+---+---1---------+------- __ .__ ____________ .,_ __________ ---*--***---* -*-*--- *-*-- -*-*
348. HM*- chlorobutadl*n11
....,<:::8~7--=68=-=*3::.>_ _ _+----+---11-x._-1-_ _ _ _ _ _-1-_____ -*-* ---*-----*-*- __________ ~- ___ -*-*** _________ * - - - *-* -*-- .
368. H*x*chloro-cyclop*ntadlanu 1--("-7_7_-4-'7--4--'I'------+- -+--~X~-..--------~------ --------~--*-*----* ---*------- - - - - - * - - ---------- -* 388. Hexachloro-l-*-t_h_*_nu_t_6_1_-_1_2_-1_1~._---4---+X:..:__-+--------+------*--+--------- t-- - - * * - - >----------ll-------~1--- 378. lndeno (l, 2, 3-cd) Pyren* (193-39-6) y
-----t------*---t----- -----*- *- - - - - - - - - - -~-------
3B 8. I oophorone (78-69-1) x l----------t---+---1---1-------+--*---*- ----------*r-----------* - - - - - - - - - - - - - - - - - - - - - * *-* ----- 398. Naphthalene (91*20-3) x
-*-+--------*+--*-------- - - - * - - - f-------*-- --
40B. N*trobenzene (98-95-3) 1-----------l-*--* t------ !.<_, ___ . - - - - - - - - - - - - -* *--*-- *- ---- **-* --** 41 B. N*NitrO* soc.Jimethylamine (62 75*9)
~-----*- ---
42B. N*Nilrowdi-N Proµylamintt (621 64 7) x
.*11f\1 I lr**111 l)J\J HI \.ii II
NJ0005622 DSN 491 x 466. l'yrene I C12B*OO*Ol x 488. 1,2,4 - Tri-chlorobenz11mt x I t-C1 :.Z0-82-11 GCIMS FRACTION - PESTICIDES - - - f . - - - *- --
~--~--~--*--------+-------~-------~
1P. Ald11n x C309*00*2l 2P. U*8HC x i (31984*61 i JP. /]*BHC (319 85*71 x 4P. '}'*BHC (51189-9) x 5P. li*BHC (319-86-B) x 6P. Chlord*ne (67-74-9) t - - - - - - - r - - - - ~----*- ___ x 7P. 4.4'-DDT C60-2B*Jl x BP. 4,4'*DDE (72-66-9) x I--------+-**-- -- - BP. 4,4'*DDD C72*1>4*Bl 1---------+----- x 10P. Dieldrin C60*57-1l x 11P. U-Endoaullan Cl 16-29-71 x 12P. p-Endoaulfun Cl 16-29-7) x lJP. Endo1ulfen Sulfate (1031-07*11) x 14P. EncJrin 112 20 8) x l~P t.11d1111 Aldcliy1lt! I 14"11 ~J:J 4) x I LI' I ltq. ldd\1111
! /h 4*1 UJ x
l'J\1.I VII I I I! ' I 1i ,
- I I *I'~ I' J\ (,I \I *I
lu1111 A11JJ1U'Vt:'1 OMH N" :1000 UV!>Y CONTINUED FROM PAGE V-8 App111vul C:AJntt:S 12 :JI lJb I. POLLUTANT
~~t~:: . 2. MARK 'A"
'i."1t.~-
.*:.vL' IA-.-.-.-.~-.-.-_T-c.-.-.""_1-..-._M_A_X_l_M_U_M_
u::~ DAILY VALUI:: b.
- l. EFFLUENT MAXl'fjj~J.Y:~;:,vVALIJEC:LoNG*THr:t:CJfiXff'i'~*v-AT.:UE --~~-~t
.. ANAl.
l*failudubl**J "~:~- **"' **H1 11) I.al ... *** ~or.f..1;:.L\l11"11uu I.al .. ,.... ~u .... L.e!*,l"A11uN (,J ,..A ... a. VSl~ ~--------.L.~W--.L...--L----'<'-'u'-'"-"'c.'0-"='"~*~!~,_ . --------+==~------**-- ----------- - - - - - - - - - - - - - - * - - * ---*- GC/MS FRACTION - PESTICIDES (conllnuedJ 17P. H*ptechlor Epoxld* x 11024*67-JI 1BP. PCB-1242 1634611-21-111 x 111P. PCB-121i4 C110ll7-69-1) x It--------+------- - - - *---*- ---- **--- --*-*--*- 20P. PC8*1221 111104-28-2) x -*------- ~------ - 21P. PCB-1232 x 111141-16-6) lt---------+--+---t-----tr-- -------+----------- -----*-- 22P. PCB-1248 Ct 2672-29-6) x It--------+-- - ~- -- 23P. PCB-1260 (1109Ul2-lil x
+--- -- ----
24P. PCB-1016 11:ia14-11-21 x
t*-- ---
21iP. Tox-i>h*n* 18001-36-21 x PAGE V-9 EPA Form 3&10-2C (Rev. 4-841
- Salem Generating Station DSN 491 NJPDES Permit NJ0005622 East Yard Drain Page 1 of 1
- 1. The East Yard Drain, outfall DSN 491, consists solely of precipitation runoff from areas of the property disassociated with any process areas. These areas are primarily an employee parking lot and the area adjacent to an access roadway. The enclosed schematic of the East Yard Drain describes the essential contributing inlets to the system. Although most pollutants are not expected to be present in the discharge, any pollutant which would be expected to be in runoff in rural roadway runoff could enter the system. Oil and Grease analysis was performed due to the presence of automobiles.
The flowrate was estimated for the purposes of this application.
- 2. This outfall was evaluated by the NJDEP during issuance of the, NJPDES permit in 1985 and the permit contained neither monitoring requirements nor limitations. PSE&G believes this outfall will be uncontaminated and that no limitations or
- monitoring requirements are applicable at this outfall .
~
CB 91 ~ CB89
' r Concrete Pad CB l
I I CB94 H CB90
~ CB Ii 1
CBSA - CBSB
~ CB 112 r-- CB 1
CB
~
CB 111 r-- CB
- CB 110 l
CB 1 CB97 ~ CB98 ~ CB 99 ~ CB 100 ~ CB CB 101 CB 103 CB 105 CB 107 CB 109
! i ! !
CB 102 - CB 104 r-- CB 106
..___ CB 108 r-- CB SALEM GENERATING STATION EAST YARD DRAIN
~
Delaware River NJPDES PERMIT NO. NJ0005622 NJPDES OUTFALL - DSN 491 MAY 1990
PLEASE PAINT OR TYPE IN THE UNSllAIJl ll AIH: AS !)NI. Y. You 111.oy 1cp11r1 some or allot EPA 1.0. NUMBER (<*otJ\' fn1111 111*111 ("u( ,..;,,.,,~- j"} I 111111 Apptuv1.*cl ltus inlormauon on seµa1a1e shetHs (use 1l1t! ~a11w lu1111Jt) 1n~kJtl ul cu1111>le1111u these pauus. NJ0005622 UMH N" /INJO llO!>Y SEE INSTRUCTIONS. . A11p1ovd/ t:*/mt:::. I~ :11 IJ!:J OUl t" LL NO V. INTAKE ANO EFFLUENT CHARACTERISTICS lcu111i11ued from page 3 of form 2*CJ 48C PART A* You must provide ~results of at least one apalysis for every pollutant in this table. Complete 011e tal1lc tor each out I~ Sce 1nsu11i:11'!.'.~-'-'!! a~~irn1~l *~~1.~1l~~--*------.1 Z. EFFLUENT
,___ _ _ _ _ *-- -------.....-*=====:;;.,:::7:~;..;:;.:.:=,~-r.:;-.L,...,.....,,........,,!IDraUi>1":-.:lr.A'1LouiTI1~-----i
- 3. UNITS
(*t,.*ci/\* if blanlr)
.4. !l'I ~AKE..('.'!.~'.'..""')
I. POLLUTANT a. MAXIMUM DAILY VALUK ':;'.,~IYa~feY VALUE c. *I. NO. o~ 1-a-.-C-O-'N-C_E_N"-----'---'----' ..i LONt... It.HM Alol 1. li.a.1. . 11..Ai-1U-_...*... h NO OF ANALYSES l*t ....... l.zl MAas C.ONC~~*JHATION l*I MA~S ANALYSES THATION h MASS l*I 1--------U.llttla.lll.llAZJ~~ _ _;__:__ _--1t..ai-1&11~1='=1l----*--li-===.:.='-'-"=Jl-------l-----+-------I* - - - * * *
** Biochemical Oxygen D*mand IBODJ
--+----*---->---------~--=C--..+----"'~-
1 m I1 _2.4 N/A ___l _
- b. Chamlc*I Oaygen Damand (COD) 1
- c. Total Organic Carbon (1"0CJ 8.1 *- _m--'g"'"'/_l_~_ kg/~ 60 ____NIA_ __ 1
- a. Ammonia (a. NJ
*-__J_------+---__JL__ _ _+--_2_2....:.*....:.7...:...0_L-...::2::..::2:....:.*-=-3-=-4-+----==9-=6-+-m::::o..<'-'l~---1--'IS&iJL~ **- .Q Jj.___ _Bj~_ __ _ 1 VALUE VALUt..
- 1. Flow
---~--_:_------+------'0::...:*:...::2:..::6:..___ _4 _ ___.4-"'8-+-'N",,/'-'-A_,___ ..L~UL___j_..NJA__ ______ ----* NIA
- g. T*mpereture VALUE uc VAL UL
~'-w_i_n*_~_---~-----------+------------r-----1_2_._8_8 VALUE _ _ _ _-+*--2_4_-+----------+-N./_L________ -*-- VAL UL N/A
- h. T*mparatura (1umm*r) oc 18.10 24 PART B - Merk **x** in column 2-* for eec:h pollutant you know or heve r. .80fl to believe i1 preHnt. Mark **x.. in column 2-b for each pollutant you believe to be absen1. II you ma1k column 2a l~r any pollutant which i1 limitedelther directly. Of indirectly but upr...ly. in en.tth..nl limitetionaguideline, you mu111 provide the re1ult1 of al least one analysis for that pollutant. for other pollutants lor which you mark column 2*. you mull providequenliletive det* or en explenetionof their preaenca in your discharge. Complete one table for eech outfall. Sea the instructions lor addnional details and requiremtint1 NO.
ANAL
*--+---+-------4------ t. UNI I Nl*-"-"...:'..:.";_'N~---**_l_M_.._._'_-4-_v_s_E_s___. ** Bromlda 124969*67-9) x 1--------+--~---+------*-+---------1------ +--------~- - ------+---
- b. Chlorina.
Total R*sldual x -----***- - - - - - - - * --------4--*------ -------* -*--*-**---*---** * - - - * * --- *------*-*-* - ....
- c. Color COPT x _lIN.I'l'S. NJA 20______ ____ ..NLA ..L ___
- d. Focel MPN/
Collfor1n x 100 .m N/A .488 N'/A 6
- e. f hJ01 hJe (16984 48*81 x .mg/1 kg/d 0.14 NIA Q__
I. NIU***- Nllrllu (o* NJ x O.Oll 0.01 1 6.12 MI fJ. 105 PAGL V I CONl INUl ON IH Vl: RSE EPA form 3510 2C !Rev. 2*851
- ITEM VB CONTINUED FROM FRONT NJ0005622 DSN 48C
~ INT AK£'
-------------~----l_._E_F_F_L_U_E_N_T_~--~=,.-.. =---=-=7'0~-=~---'f--*--4=_u~~!~-
{111111011ul) IA. PNOTLALNUDT- ..a_._M_A_R_K_*x_*...,_____
*. *** b.*a.* **MAXIMUM DAILY VALUE b. NAXl'?ff':v:NoifeJY VALUE c.LONG T,ffC:uho'f.Cf'* VALUE ll NO Ot CA8 NO. ::.:-: *.~~ru (el hJ l.J AN_Al '\ ';.'!';-~~:: I* MA:**,
llf..,.,,.bi.J cuNca"T""'"o"' CJOI MA** coNc.e.Nr"""o" 11.I MA~* cc.u.. c.a;.NT""*10111 11 1 """*~A vst.s
- g. lllllr09M. . ----+----+-----+-----+------11-----1 Tohll Or91nlc X mg/l kg/D 0.845 6
- - - - - + - - - t - - t - - ----~--.:....:...~*--+ -(aaNI 5.9 -------+--*=---!----=-==* ----* -- .. - 1 N/A
- h. 011 lllld X Or- mg/l kg/D <0.85 N/A 1 1-~-~~l'ho-,.,-~-T-0-1*-~*-.j..--X-f--.j..-----..+-.----+------ _________._ _ _ _ _ _.._ ________ -*--- --*- t - - - - - - t - - - - - , t - - - - - - - t - - - - - - + - - - - 1 0.27
-- __l__ -- +-m_g_f_l_-+-_kg_f_D_--1-----4-....:.:.L~---4----,1 1
11123-H*OI 0. 9 0.89 NIA
- j. RedloMllvlty
_._4-----~-----+-----+------- --------t---------+------------+----,1 111 Total ""'"' x pci /l N/A 1. 3 N/A 48 1------+--+---t------+-----+------+------f------jl-------------+-----+----+------+------+-----I 121an.. Total x pci/l N/A 4.3 N/A 48 1------4---+---t------4------+------+------+------ll---------------r-----;-------1r------+-~~~~~4=~~~ . - 131 ............ Tout N/A x pci/l N/A 15.5 48 141 Redlum 2H. To ..I x ------*---- pci/l N/A
---*---1~-~-;-~---+------+-_..;.----+---~
15.5 N/A 48 x 10,000 9841 ~n/O fifiO N/A 1 x 1.9 1.87 x <LO N/A x <0.01 N/A 1 mg/l 0.02 N/A x -------'-*------~----~------- x mall ko/d 0.7 N/A J x mg/l kg/D 0.38 N/A* Total IJoMCMa-41 x a.ltOft,TOIAI 11.....8-81 x 2.2 2.17 _ _! ___ mg/l kg/D 2.68 N/A t. To..I 11438-811*41 x mg/l .. kg/~--- 2.66 ' N/A_-* ..
--------1-:..::..: ~- m, To..I ._C1~4311.....-_-118_*1-'-l-.j..---f-*_,_X...._-i-------.. ~ - - - - - - ~-----
- v. M-.
To1al X 11439-96*61 1 - - - - - - + .. _ -*--
- w. Tin. To..I 11440-JHil x 1-------------
*. Tltenlum, 1 Olel 11440 3i bl x
fl'A form 3510 2C jHuv 2 851 PAGt.. V l Ct1N I INl 11 lJN PAlil V J
- CONJINUEO FROM PAGE l OJ JOAM 2 C 1.-,-. I U NUM*l.R NJ0005622 f*"l'\I '""" ll*'UI I u/ t'u"u II OU f f ALI 48C NUMHl N I ,., "' ~1,
.,,,*****,I 11Afll No* **,,,,., fJll~'I 11,,,.,,,.,,,, ., ..,,-:. , J ti~
PART C - 1f you*r11 ept1m*ey1ndut1ry andlh1aoulfallcon1*1nsp1oce1s ~*stewalar. reler lo fable 2c*11n1he1n..1uclKN1!ilodmlt1rm11wtwh11:hul ll*~tit:1M~ 11.u 111111 ... v*n* *Hu?.t lt!-.I l1H Mar .. x.* in column 2
- fDf ell auch GC/MS ftec1NK1a l"9l ........ lo rour 1ndua1ry *~*~ALL lo*oc tn9t*la. cr*n-a. *ndlot*lpMnole II wuu .,., no1 requued lu 111;o1* '"""'"' J .tlu:t1.,1dd*V mdu>lt1**. ,,,,,.,..OCH*
..,**, * ..,.,., oulfells. end ,_,,<</11.,ed G( IMS l*<<IMn*I. m*** IC on column 2 -b for e11Ch pollul*nl you II,_ or "9ve reason lo bel"'"" *> 1u e,..,111 Mot** X u, colurun 1 ** l<H 11..:h pollul9tM you believe** llbaenl 11 you m.,* col.- 2e lor -rpollut*nl. you mual ptov- lhe rnuha of** ...**-.,**Ir*** IOf lhel pollu1an1 II you m111* u.tumn 1h loo *"'Y 1oulh11.. nt Y"" musl ptovtde lhe rnulte of *I ...al one en*lya1a I01 Iha! ........... tf you*- Of h - f-lliOn IO bef-11 will be ..KhargedoncOfl(;enlt .. IOl\S of 10ppb0f greeler II you meo*, ol"""' 1h lou .. uoldU*. a<:oylorHlule. l.4 diniltophenol. Of 2 .. -.... 4. ft dirlliltutat-d. you mu8t pt0Vld9 IM 1nufla of *I ..... one Wlyata IOI eKh of lheu pollul*nla wlHCh you cone-***°"* of tOOllSlllor ....... ~.kw ,....uc...1al0t wh1eh you -*column 2b. you mual .,,._ aubm11 a1 len1 one ;om1lys1s IH bt1ellw '"'" "'"* '"" ,., .. ,u11s '"" pullul*n* ** eapea.a1o
*now OI hJwe ltfd>on lu bt:l1t1Vtl lh*I you ....Clw. . In be doKh*eed ,._ lhet *'-* ** 1 * .... p8f1. pleeM * - eech c.r..ully Complete one lable (-'I 7 ,....., IOI *Kh oullall See ma1rnu11u*> lu* dddohun.tl detaola and requw-1 I. ":N~~!!NT t--a~M-"-"-*~**----+-- - - - i .
NUM*E:A
.::~
~==* c. ***
- e. MA*
*::~,._:.:._~;_;.ftl;p;;..
...-----.r.--====-=J;.:*_,,1:.;...,F,,.F-=L'==U7'E:CN~T=,..,...--:-==-===-*==-=~-~--*--
VALUa b. MAXl.,Jl'.!_~f-~~ VALU* c.LONG YJr.:.t.icf* VALUE *I NO Olf I t
- t ANAi
~ ____4. !J. NI I"'
*.~'!;~~=
1--__:::.:._::__:::_:::.:::.:___L_~-iiil-'....l::::.'...l..:*:*:-:*-1.!c~*~ooc~t!rlll..lll...~tel:...:*:*:*:*:__--1~c~o~-~c~*~~~*~*~*~.,~o~*!.1.--:~l~*:*:*:*:__~~*~o~*~c~*~*~~~*~*~u~u~*!.l.-~~**~l~*:*:*:*'.__J__'.w~s~~ -~~-* 1-*_T_A_L_l;.:.*..;;;C...;.Y_AN;..*...;.*DE~*ccAND..c..:c;:_::.*-=o...:.*:;.:A=:L...:.PHE.:.:.;:.:.:NOL=:;:;*_ _---li------+--------I--------- ~-- - - +--------- ~- I* MA~'lo
-- A. L....4 t*..._11'!'**
**~.::::~** ..,...... .. ...
" ..o **
IM. Anllmonw. Jo1.. l1440HOI x x <0.06 N/A 1 Ilg/ 1 kg/D <0.005 N/A
-- - ---- ~ -----~------f ------- - - . ---- -- --- ~
JM. Areenic, Totel x N/A 0.01 N/A
,. . . 1-..
x <0.002 1119/l kg/D 11440 . . :11
------------ - - ________ .__________ --------- - ----- ... -* -- 1 3111.-wlllum. <0.0002 11 x x <0.0005 N/A 1 mg/1 lrg/D N/A
. , . Cadmium.
Jol*l 11440 4:1 91 x mg/1 kg/D 0.001 N/A
--------- x ..<o._ooz_ ... NIA 1 DM C .. rom1um.
Tot*l 11-41 :II x x <0.012 N/A 1 mg/1 kg/0 \J.002 N/A x x 0.31 1 mg/I kg/0 0.005 N/A
-c. . ,
111.IAl&l-fHllll II
.x x 0.004 0.0039 1 1119/1 kg/D 0.002 N/A aM.
114>>*1-*1 Jotel x x <0.0002 N/A 1119/l kg/D 0.0002 N/A 1 aM.Nlelo ... Jolel (1440-0201 1 - - - - - - - - - f -- . x x 0.09 0.089 1 lllg/1 kg/D <0.01 N/A IOU Se... lum.
..... 111*1 4* 21 x <0.002 N/A 1 mg/1 kg/D 0.01 N/A t IM Sdver, To***
0.01 114401141 x x <0.002 N/A 1 mg/1 kg/0 N/A 11M Thelllum.
, .... 114401" 01 NjA 1 Ilg/ 1 kg/D <0.002 N/A ----------- I <0.0Q2 1JM Zinc, total 1144066111 1 mg/1 kg/0 0.025 N/A 2 t------ -- *-* - x l 0.160 0.157 14M Cy*ntd*.
lotel (!>I 11 f>I x x <0.005 N/A 1 mg/1 kg/0 <0.005 N/A lliM P-..,11. total x x 0.008 0.0079 1 mq/1 ka/0 0.014 .:N/A 2 DIOXIN JJ 1 ii;.... .
'i.1u.~ .............
.1 l1uu1m 11164 UI hi I PA fnrm J!>IO :u: IR"~ 1 8!>1 l'At.I V I I "flN I INlll ON 111 VI ft~I
- CONTINUED FROM THE FHONT NJ0005622 DSN 48C 4 UNllS d C:ON4.LN
&1 MA~~
I NATION
-------*------ ________ .....__________ *--- r-------------*t-----+-----+----+---------+---
1 V. Acroleln 1101*02-81 x x <5 N/A 1 ug/1 kg/fl <5 N/A 2V. Acrvlonltrll* 1101*13*11 x x <5 N/A 1 ug/1 kg/D <5 N/A JV. B*n..n* (71*43*21 X X# <5 N/A 1 ug/1 kg/D <5 N/A 4V. Bio (Chluro* 1Relll11I> Ether ND N/A 1 ug/1 ND N/A 1-~a_42'""*BB_*~11~---1r- .X. .. _ ...L kq/D 6V. Bromotorm
._11_li_*2_a_-2_1_ _ _ _4-_"X~ ----.~x~_.. ______________<5 N/A _ 1 ug/1 kg/D <5 N/A 6V. Carbon Tatra<:hlorlda Clill*23*il x x <5 N/A ug/1 kg/D <5 N/A 1V. Chloroben..n*
11 Oll*8CHI kg/D N/A lt L. - - -~~---- - - --- -~~- - - - ug/1 <5 BV. Chlorodl* bromoma*han*
._C:...1_24_*_48_*_1.:...I_ _~ _x_ . *--- .L - .<5. -- NIA ____ --------* 1 ua/l ka/D <5 N/A llV. Chloroethana (111*00.31 x x <10 N/A ug/1 kg/D <10 N/A 10V. 2-Chloro-elh11lvlnv1 Ether (110.76-81 x x <10 N/A ug/1 kg/D <10 N/A 11V. Chloroform 197 ....31 x x <5 N/A 1 ug/1 ~g/D <5 N/A
------ - - * - - - * - I - - -
12V. Dlchloro* bromomalhana (711-27*41 x x <5 __ NJ~ ug/1 kg/D <5 N/A 13V. Dlchloro-dllluoromethana (76-71 .. 1 X X# ____<liL..... __ _...lilA 1 ug/1 kg/D <10 N/A 14V. 1,1-Dk:hloro*
........ (111*34-31 x x ~5 N/A l ug/1 kg/D <5 N/A 111V. 1 ,2-Dlchloro-
**hene (107-00-21
- - - * - - - __x_ .NL~_ ug/1 kg/D <5 N/A 16V. 1, 1*0ichloro-
-*l_h_y1e_ne_c_1_11_*31i-*4_1+--X--tr---+--..,Y--l~-'">-L"---4----"N~/a_A_-J------>-----*- - - - - - - - - - __________ -+-~l-1-"'11~n/wl"---+..!!k.:1.a1w/D~-4~<~5--J-....!N~/~A~-1-~
17V. 1,2-Dichloro-propane 178-87-111 X u <5 N/A 1 ug/1 kg/D <5 N/A
-+----~---!---------- . . . .__ __ - - - - - - - ---***- - -
UIV. 1.3-~o-propylenol642*1i-el x x ug/1 kg/D <5 N/A
- - - - - - + - - - - t - - - + - - ~-- __ _JUA_ __ ~-----
19V. E 1hvlb*nzent11 1100 41 41 X X# <5 N/A ug/1 kg/D <5 N/A
*"'*I---
20V Mu1hyl uro111idd (74 SJ 9) X x <10 N/A ug/1 kg/D <10 N/A
~IV Mu1hyl x <10 N/A ug/l kg/D <10 N/A Chloru.Je ( 74 l:i/ :)I x EPA form 31i10 2C (Ht!v 2 ll!>I PAlrl \/ *I l"<>N 1 lNIH ON PAlil Vb
CONTINUED FROM PAGE V-4
- I
/,,,,,,.1,.1*11**f"*'
IJ/1,111 Nu .'0110 OU!1'J ApJ*l*H.11 .... ,.,,, .., I.' ' ' ~'1!1
- 4. UNITS 5 INTAKE (optwruJI)
*I I (JNt. ILHM l1NOlJt d CON< LN o.va...~~o~ V.a!..!J~- A.Nll\l IHA .. ION I* IIHA
* ""'* *" id........ Y~lt!a
-- ----**--- II*"*
22\I. Methylene Chloride (11i*09*21 x X# <5* N/A 1 ug/l kg/D <5* N/A 23\1. 1.1.2,2*T*tr** chloroethan* (711*34*1il x x <5 N/A ug/l kg/D <5 N/A 24'V. T*lrachloro-ethylene 1127*18 41 x x <5 N/A 1 ug/l kg/D <5 N/A 1 26V. Toluene (11111*88*31 x x <5 N/A 1 ug/l kg/D <5 N/A 28\1. 1,2*Tr*n** Oichloroethvl*n* 1166 60*1il x x <5 N/A 1 ug/l kg/D <5 N/A 21\1. 1,1,1-Tll* chloro*than* (11-66*61 x x <5 N_/A 1 ug/l kg/D <5 N/A 28\1. 1, 1,2-Trl* chloroethan* x x <5 N/A 1 ug/1 kg/D <5 N/A (19*0061 29V. Trlchloro-ethylene (19*01 *61 x <5 N/A ug/l kg/D <5 N/A X# JOV. Trlchloro* fluoromethan* (711-69*41 x <5 N/A ug/l kg/D <5 N/A
'i.#
31V. Vinyl Chloride (76-01*41 x x <10 N/A 1 ug/1 kg/D <10 N/A QC.IMS FRACTION - ACID COMPOUNDS J-~~~~~~~~~~~~~~~~~~-----l~~~~~~~~~~~~-1--~~~~~-+-~~~~*-'--~---~-----4~~~-+~~~~-+-~~~~+-~~~~+-~~~~+-~~-11 1 A. 2 Chloropheno iBl 5781 x x <10 N/A ug/l kg/D <10 N/A
---- --*- ~- --------*--- -------!.-----*----
2A. 2.4 Oichloro phenol ( 120*83 21 x x <10 N/A 1 ug/1 kg/D <10 N/A 3A. 2,4 Dimethyl phenol ( 105 67 91 x x <10 N/A ug/l kg/D <10 N/A 4A 4.6-0lnitro O Crawl (534 52 11 x ug/l kg/D <50 N/A 6A 2,4 Dinuro
.JL
-* - -~~Q_ _______ --
-~'~----- -- -- - - *----- -*--*-
1 phenol i51 *28 51 x x .... - <50 ___ !WL. ____ ug/l kg/D <50 N/A 6A 2 Ni&rophenot (88 75 51 x x <10 N/A 1 ug/l kg/D <10 N/A 1 I A. 4 Nitrophtmol ilOU0271 x x <50 N/A 1 ug/l kg/D <50 N/A
~--- -------
UA P Chlu10 M Crt!"ol ltJ~ hO /) x x <10 N/A 1 ug/1 kg/D <10 N/A
~JA .. Ullldl lahH U pl1*~nul ltl / lHi !JI x x <50 N/A ug/1 kg/D <50 N/A l 10/\
I 11111 1'111*11111
~ ~. ~*I x x <10 N/A ug/l kg/D <10 N/A I I 11., .' *21, I**
I I "1"""1*111 x <10 N/A ug/1 kg.'D I <10 N/A x
CONTINUED FROM THE FHONT
~ MAHH K NJ0005622 J EFFLUENT DSN 4b.., *
-- -*--- *-,.--- ------------- *------ - - - - - - ------+----1 18 Acenmphlh*n*
Cll3 32111 x x <10 N/A ug/1 kg/0 <IO N/A x <IO N/A ug/1 kg/d <IO N/A 1 311. Anthra-1120.12-71 x x <IO ----~!~ ug/1 kg/0 <10 N/A
- 48. Benaldlne 182111111 x x <BO NLA
-~{JO=---+---BJ.A _______ _ -~9/L Jg/0 -
118. 11-10 ,., An1hr9Cel'9 IH*llllJI x x <IO N/A
------*-- ,..------- ....-- ---- J - ug/1 kg/D <IO_ N/A 1111. ll9ft10 ,.,
Pyr- 1110.32*1 x x ug/1 kg/0 <IO N/A
<IO __ N/A . ____ --**-* __ -*- _ **- ..
111. 3,4*8 ...IO* 121111*1111*21 1111. 11-10 ,.,,,, P*y-x x x x
<JO
<10 N/A ug/1 ug/1 kg/0 kg/0
<10
<IO N/A N/A 11111*24*21 N/A 118. B*nro t*I Fluoran1hene 1201 1111*111 x x <10 N/A ug/1 kg/0 <IO N/A 108. Bio tl*Chlor<>
*lllOli y J Melh*n*
11118111 x x <10 __N/A ug/l kg/0 <IO N/A 1111. Bh (2*ChloN>
*ih)fll Etl-
~111-44-41 JL. _X <IO N/.A ug/1 kg/0 <10 N/A I HI IC911 *""'"'-- ...... ltlw flOl-llO* I I X X <IO N/A N/A 1 1 _ ug/1 kg/0 <IO ----- 1311. Illa (2*1'~
---~ ~:~~~r~~he**** x x 14*
13.78 ug/.1 kg/D - ~IO* _N/A p-.ylPhenyl E-llOl*H*31 X X <IO ug/l kg/0 <IO N/A 11111 llutyC llen1vl
"'~- - ---
Phthelet. 11111*1111 1 X x <IO N/A ug/1 kg/0 <IO N/A 11111. :l*ClllDro*
-h*h*-
11111111*11 x ug/1 kg/O <IO N/A 118. 4-ChlorO*
~ylPhenyt E t - 11008*12*31 x x <IO N/A 1 ug/1 kg/O <IO N/A 1*e. Chr~*n*
1211101111 x x <10 N/A ug/L kg/0 <10 N/A 1118. Olbenrn (a.hi Anthracene 111110 31 X x N/A ug/1 kg/0 <IO N/A ~-------
<10 1 208 I .2 Oichforo benrene C96 60 II X X# <10 N/A ug/l kg/0 <lQ N/A _J 21 B 1.:1 Olchloro henw*n* (64' 73 r x x <10 N/A ug/1 kg/0 <10 N/A EPA form 3610 2C fRev 2 851 PAGE V*ti CONTINUE ON PAOE V 1
CONTINUED FROM PAGE V-6 rPA 1.0. NUM~~~~C~*;~;;ml
*-------*---------* ----- i'°°UTf llt*m I of form I)
~~~NUMBER I
101111 Al'11111vc*,/ OAtll fl,J., /OtlO uo!>'J A11/U1Ht.1/ t:*11111**, I,' JI H!> 4 lJNI I~ ~* IN(AKI:. {**J*lwtrul)
.. I ONt. It.HM h NO OP d C:ON(t:N ~V~H!t!~~'i°~b~.ll~- AHAL 1HA110N I*~.:~*;::.:.~ Id....... Y~l:S
_,_. __x__,__ ~!9_____ _ N/A 1 ug/! l..g/i} <10 N/A - . _1 238. 3,3'-0lchloro ben1ldln* (91-114-11 x x ._ ____
~zo ~fiflL. _ 1 ug/1 kg/D <20 N/A 1 248. Diethyl Phthel*t*
~(8_4-_11_6_*2_1_ _ __,__ x x <10 N/A 1 ug/1 kg/D <10 N/A 1 2118. Dlm*thyl Phthel8te X x <10 N/A N/A *--....------ (131-11-31 a-;~--'=----1--- --1----1-----+-- ----1--------- ~--- *-~ -- *-* *-- 1 --~!;!/_1 <10 I 2118. 01-N-Butyl Phthaa.ta (84-74-2) x x <10 N/A 1 ug/1 <10 N/A 1 278. 2,4-Dlnltro-tolu.,* 1121-14-21 X x <10 N/A 1 Ug/1 kg/D <10 N/A 1 288. 2,6-Dlnltro-toluana (608-20-21 X x <10 N/A 1 ug/1 kg/D N/A
<10 298. Di-N-Octyl r~:~~:~. x x <10 N/A 1 ug/1 kg/D <10 N/A 308. 1,2*Dlphenyl-hydruln* (u Azo-INn. .ne) 1122-66-7 x x -~10. - NJA_ - 1 ug/1 kg/D <10 N/A 1 318. Fluorentlwn*
1206-44*01 11-------+----- -- - -- - ----- *- x x <10 N/A 1 ug/1 kg/D <10 N/A 1 328. Fluorana
~-3-_1_1---->---'~-- -- _!___ <10 ----- __l!/f!. ____ _ 1 1,1g{l kg/D qo N/A_ 1 331. ltlul:nlar...._..'
~11_a._1a_.'_' - - - A -Y_ - --- _x.._ --~10 ------ _Ji/A_ -1 ug/1 kg/D - <IQ_ N/A ___ --L-348. H . .a-chlcHobutadlane X x L-~*-7-_1111_-3~)---~-- .___ -----
N/A -*--
<10 *----*---- *---- --**t- -*
1 ug/1 kg/D <10 N/A 1
- me. H ..achloro-cyclopantedlena (71-47-4) x x ___g_Q____ -- . --~//\_ ___ ----- -----** 1 ug/1 kg/D - ~1() . ~/A_ . _J 3118. H . . achloro-ethana (117-12-11 11-------""--"x~~--'-!!X--1___, , ._.L11..,__n_ _-+-__.N,..uo...I!_____________ _ 1 ug/1 kg/D <10 N/A 378.1-0 (1,2,3-cd) Pyr*n*
. _,c. :.;111::..::3-:..:39::..::::.. .:*11::..:1_ _+-'x-'--1--+-'x-'--+--<-'1:..:o.______,__~lA _____ _ 1 ug/l kg/D - -*- <10 N(A _! 388. leophoron* 178-69-11
4----'~---l---~-
x __<_!9 _____ . '--- - . l ug/1 kg/D <10 N/A. . _1 398. N*phlh*lene _1_9_1_-2__0_3_1_ _ _ .. x- -- - x___ <10 N/A 1 ug/l kg/D <10 N/A 408 Nltrobeni*n* 198 95-31 <10 N/A 1 ug/1 kg/D <10 N/A
~-------X- X-418 N Nilro*
todu1*elhyl*minu 162 "/5 91. x x <10 N/A ug/l kg/D <10 N/A 428 N NllfOIOdl N P1opyla111inu th:.' 1 l.14 /) x x <10 N/A uq/1 kg/D <10 fl/A 1 ol IN 1lrJI11 ON Ill VlRSt _______J
CONTINUED FROM THE FRONT NJ0005622 DSN 48C I. POLLUTANT i MANK .... ~
. .-~"-. ~-.--..k. .~~-:.-:.:1~:':';. :; ~~f;~~-TA-;L~-~~ ~~T -b~~~x~'1&~~~!~,!!~~{ V~L~E: c.LONG Th;..~.~'~'~*f*_~ ... L~~
J t:f I L.lll:Nl 4 lJNll *, IN I AKL l*'"mJlJ I~~~~:: ii NO UI ANAi 11 I lJNI I N
.1 1 11N1, lV'~!!~~_.l II UM
~!'H !~!:. --
II NO ANAi. o* 1--'-' _a_*_a_11_a_1>1_,._,__,_u~ .L~~ ~ ~-1-~-~~~ -~ ~~. ~*!!!.~!~~I. . I_-:'~~~. _ 1 1 v ~ ** .... I UAllUN lo) . I* I ....... ,. V~t !i _ t_* l<INt1!:. U ... llllU l*)Ma .. -.. ot1N11!', ,, ..... .,.. 11 ..'""' 1 GCJMS FRACTION -BASE/NEUTRAL COMPOUN~~ ,~.,.,,,.,..,,.,11 438. N NllrO*
- ~~-:1vl*mlna X X ( 10 1--N_/_A___~ 1 ug/l kg/D <10 N/A 448. Ph*nanthren* I 186*0Hll x x -<10 N/A 1 ug/l kq/D <10 N/A 1 468. Pyr..,*
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- Salem Generating Statio~
NJPDES Permit NJ0005622 APPLICATION FORM 2c-v EXPLANATIONS - DSN 48C
- 1. DSN 48C, the non-radioactive liquid waste disposal system (NRLWDS), receives primarily fresh water from on-site wells and some river water from system leakage and sampling. The parameters believed present in the discharge due to their presence in the intake are a compilation of the parameters found in site fresh water and the Delaware River Estuary.
Since the amount of the different water influxes can not be determined, the mass calculations for this situation are marked indeterminate ("IND") or not applicable (N/A).
- 2. Pollutants marked "X#" as Believed Present are listed due to their presence on site in quantities which could be released.
These pollutants are not anticipated to be detected in the discharge. 3* The following pollutants from Table 2-C or 7:14A Appendix B are utilized at the facility in quantities which could be discharged but are not anticipated to be detected in the discharge: carbaryl Chlorpyrifos Diazinon Dimethyl amine Ethanol amine Formaldehyde Pyre thins Xylene Xylenol Methyl Isobutyl Ketone Acetic Acid Ammonia Calcium Hypochlorite Hydrochloric Acid Lead Acetate Napthalene Nitric Acid Phosphoric Acid Potassium Chromate Propylene Oxide Sodium Hydroxide Sodium Hypochlorite Sodium Nitrate Sodium Phosphate (dibasic) Sulfuric Acid Sodium Phosphate (tribasic) Toluene Vinyl Acetate Zinc Carbonate
SALEM GENERATING STATION DSN 48C NJPDES PERMIT NJ0005622 RENEWAL NON-RADIOACTIVE WASTE SYSTEM PERMIT
SUMMARY
TABLE SHEET 1OF1 PARAMETER EXISTING PERMIT FILES swQs DRBC PERMIT RECOMMENDATIONS NOTES LIMIT FREQUENCY TYPE LIMIT FREQUENCY TYPE Flow N/A Continuous - NIA 0.26 Avg. N/A N/A N/A Continuous N/A 3 (MGD) 0.94 Max. 10 Daily
. Petroleum 10 Avg. Twice Monthly Grab 0.38 Avg . N/A N/A (Avg.) Twice Monthly Grab 4 Hydrocarbons 15 Max. 7.40 Max. 15 Daily (mg/I) (Max.)
COD 100 Max. Twice Monthly Composite 23.54 Avg. N/A N/A N/A 5 (mg/I) 251.00Max. TSS 30 Avg. Twice Monthly Composite 12.79 Avg. N/A 30 Avg. 100 Daily Twice Monthly Composite 1,6 (mg/I) 100 Max. 88.00 Max. 100 Max. (Avg.) Ammonia as NH4 35 Avg. Twice Monthly Grab 22.70 Avg. - 35 Avg. - - - 7 (mg/I) 70 Max. 70.00 Max. Toxicity-96 Hr. >_50% By One Test Every N/A 80% Avg. - - - - - 2,8 LC50 Volume Three Months 1(}()O,t, Max. TOC - - - - - - 50 Daily Twice Monthly Composite 5 (mg/I) (Max.)
- Salem Generating Station NJPDES Permit NJ0005622 Permit Summary Table DSN 48C Non-Radioactive Liquid Waste Disposal System Page 1 of 3 Explanation of Existing Permit Reference Notes
- 1. Total suspended solids shall not exceed 45 mg/l as a 7-day average. (Part III - B/C, Page 5 of 7)
- 2. ACUTE TOXICITY BIOMONITORING REQUIREMENTS (Part IV -B/C, Page 4 of 6) The permittee shall conduct definitive flow-through or definitive static renewal acute toxicity tests (bioassays) on its wastewater discharge. The first acute toxicity test shall be initiated no later than three months from EDP, unless otherwise specified by the NJDEP.
A. All toxicity test procedures shall be conducted in accordance with the following:
- 1. Acute toxicity test procedures shall conform to the "Regulations Governing Laboratory Certification and Standards of Performance" (N.J.A.C. 7:18). Subchapter 6 of the regulations
- contains the criteria and procedures for acute toxicity testing and analysis. The laboratory performing your acute toxicity testing will have to be within the laboratory certification program included within those regulations.
- 2. Test results shall be expressed in terms of the mortalities in each effluent concentration and, if they can be calculated, the median lethal concentration (LC50) with confidence interval.
B. Test Species and Test Duration
- 1. The test duration shall be 96 hrs.
- 2. The appropriate test species shall be designated in accordance with NJAC 7:9-4.S(f).
C. Monitoring Frequency
- 1. The initial monitoring frequency shall be:
one test every three months J
- Salem Generating Station DSN 48C NJPDES Permit NJ0005622 Non-Radioactive Liquid Permit Summary Table Waste Disposal System Page 2 of 3 Explanation of Existing Permit Reference Notes
- 2. If the permittee completes four tests which show no measurable acute toxicity, the permittee may petition the Department for modification of the biomonitoring requirements.
- 3. If the control mortality in any acute toxicity test is greater than or equal to 10% for a fish species or greater than or equal to 15% for an invertebrate species, the test is invalid and the permittee shall begin an additional definitive acute toxicity test no later than 30 days after the completion of the invalid test in accordance with NJAC 7:18-6.
D. The following information shall be submitted within tw~ months from EDP:
- 1. A fully completed "Methodology Questionnaire for Acute Toxicity Tests" form, which includes an identification of the certified acute toxicity testing laboratory responsible for the testing.
Copies of this form are provided to certified laboratories.
- 2. A schematic diagram which depicts the location that the effluent ~amples will be taken; the diagram shall indicate the location of effluent sampling in relation to any wastewater treatment facilities and all Discharge Serial Numbers (DSN's).
- 3. A photocopy of a county map or USGS quad with the location of the dilution water sampling site relative to the effluent discharge point marked (unless the use of an artificial water has been approved) .
- Salem Generating Station NJPDES Permit NJ0005622 Permit Summary Table DSN 48C Non-Radioactive Liquid Waste Disposal System Page 3 of 3 Explanation of Existing Permit Reference Notes E. Acute toxicity test results shall be reported on the "NJPDES Biomonitoring Report Form - Acute Bioassays,"
copies of which are provided to certified laboratories.
- 1. TWO COPIES of each completed report form shall be submitted within 60 days of test completion to:
Industrial Biomonitoring Program Bureau of Industrial Discharge Permits Division of Water Resources CN-029 Trenton, New Jersey 08625 The test results shall also be reported on the permittee's.Discharge Monitoring Report (DMR) for_ the monitoring period during which the test was conducted.
- 2) All other required submissions shall be submitted to the above address .
Salem Generating station DSN 48C NJPDES Permit NJOOOS622 NRLWDS Permit summary Table Page 1 of 4 Explanation of Notes
- 3. Flow from the Non-Radioactive Liquid Waste Disposal System (NRLWDS) is continuously measured by an installed flowmeter and reported in million gallons per day . During periods of calibration, maintenance, or failure of the flowmeter, flow will be calculated using the operating hours of the discharge pumps times the flowrate of the discharge pumps. The enclosed schematic Non-Rad Liquid .waste Disposal shows the influents to and treatment capabilities of this system. The influents are annotated with a letter designator and include, respectively:
A. Regenerant wastes from demineralizers utilized for producing ultrapure water. These waste streams contain dilute acid and caustic regenerants and impurities removed from site well water. The impurities in the weli water are removed by demineralizers to obtain demineralized (ultrapure) water. When the demineralizers are no longer capable of efficiently removing impurities,
- B.
they are regenerated utilizing dilute acid and caustic . The chemical unloading area spill pad drains, chemical feed tank drains and floor drains, and the demineralizer area sump are in this grouping. The acid and caustic chemical unloading area spill pad drains and the ammonia filling connection drains are routed to the NRLWDS. The chemical feed tanks are utilized for handling and adding feedwater treatment chemicals, primarily ammonium hydroxide and hydrazine. The tank drains, tank overflows, and areal floor drains are routed to the NRLWDS. These drains may contain residual treatment chemicals or washwater containing dilute cieaning agents. The demineralizer sump, identified as # 15 turbine building sump, collects spillage, leakage, overflows, floor drains, service water system sampling and leakage, analytical laboratory drains for the demineralizer plant, and tank drainage from the acid and caustic storage area. The floor drains could also contain small amounts of cleaning solutions and lubricants.
- c. The f eedwater analyzers are process instrumentation utilized to measure the purity of the process water streams. The analyzers take a process water sidestream and analyze for various parameters and drain the sample water to the NRLWDS. This is a very small volume waste stream and is primarily pure water with analytical reagents and treatment chemicals.
Salem Generating station DSN 48C NJPDES Permit NJ0005622 NRLWDS Permit Summary Table Page 2 of 4 Explanation of Notes D. Steam generator blowdown can be directed to the NRLWDS. During normal operations, steam generator blowdown is returned to the condensers for reuse. Steam generator blowdown contains ammonia, hydrazine (most is converted to ammonia at normal operating temperature), and trace minerals and metals. During major maintenance periods when the steam generators are not operating, they are maintained at ambient temperatures and filled with pure water treated with ammonia and hydrazine. During the return to operating status, the steam generators are drained to the NRLWDs*to achieve operating levels. E. The NRLWDS vents, drains, analytical laboratory drains, floor drains, and system recycle water are returned to the NRLWDS. F. The condensate polishing demineralizers remove any
- impurities from the steam cycle condensate water by demineralization. These demineralizers are regenerated using dilute acid and caustic and the regenerant wastes are routed to the NRLWDS. Regenerant waste can contain dilute acid and caustic, impurities removed demineralization, and treatment chemicals (ammonia and by residual hydrazine) removed by demineralization.
The influents to the NRLWDS are collected in the equalization mixing basin where some self-neutralization of the dilute acid and caustic wastes occurs and initial settling of solids will occur. The waste stream is normally transferred through the
#2 clarifier, the mix tank, the #1 clarifier, and then transferred to any or all of DSNs 481, 482, 484, and/or 485.
Either or both clarifiers can be bypassed, depending on waste stream quality. The mix tank normally is used for the addition of caustic to facilitate precipitation and the capability has been installed, although not normally used, for the addition of a coagulant aid. The mixed media filter skid is installed but not normally used. If necessary for treatment, sodium hypochlorite, hydrogen peroxide, or ozone can be added in the equalization basin or the clarifiers. Any residual chlorine discharged from this method of treatment will be measured at the outfall of DSNs 481, 482, 484, and/or 485 as appropriate. The NRLWDS is normally operated in the continuous mode but can be operated in the batch mode if treatment requirements dictate this operating mode.
Salem Generating station DSN 48C NJPDES Permit NJ0005622 NRLWDS Permit summary Table Page 3 of 4 Explanation of Notes
- 4. Discharge Monitoring Report review indicates that the petroleum hydrocarbon 1 imitation is not necessary at this outfall but inclusion in the current NJPDES permit was based on DRBC regulations.
- 5. On March 13, 1989, PSE&G requested the Chemical Oxygen Demand (COD) limitations and monitoring requirements be changed to Total Organic Carbon (TOC) limitations and monitoring requirements. We request this change of parameter be accomplished in this renewal and COD be deleted as a monitored and limited parameter and replaced with TOC. The TOC limitation should be 50 mg/l based on composite sampling.
- 6. Total suspended solids (TSS) are monitored twice monthly using composite samples. The NRLWDS, DSN 48C, discharges to th~
main circulating water (non-contact cooling water) outfalls which are once through Delaware River water. The Delaware River water averages approximately 109 mg/l TSS. The daily average limitation of 30 mg/l is approximately one third the concentration of the receiving water stream. We request the TSS daily average limitation at DSN 48C be changed to 100 mg/l. This limitation is consistent with the normal quality of the receiving stream. The (TSS) limitation of 45 mg/l as a seven day average is not applicable to this DSN.
- 7. The ammonia limitation was carried over from the 1979 NPDES permit issued by the USEPA. The DRBC requires the effluent to tidal waters not to exceed 35 mg/l as a thirty day average (Part III, Section 4. 30. 5. D) . A study of the ammonia concentration in the Delaware River based on the 1989 USEPA Ambient Water Quality Criterion for Ammonia relative to the discharge from the NRLWDS was conducted and is enclosed behind the tab marked Ammonia Study. The executive summary of the study states, in part, "Using the statistically based permit limit derivation procedure developed by U.S. EPA (1985b),
daily maximum and average monthly permit limits of 2,888 mg/l and 1, 693 mg/l total ammonia were calculated for the 48C wastestream, respectively. Compliance with these permit limits would ensure protection of aquatic life against the toxic effects of ammonia". These derived limitations deny the applicability of ammonia limitations at the discharge of DSN 48C. We request ammonia monitoring and limitations be deleted from this outfall .
- 8. Biomonitoring has been conducted at this outfall in accordance with the current NJPDES permit. The performance of
- sa*lem Generating station NJPDES Permit NJOOOS622 Permit summary Table Explanation of Notes DSN 48C NRLWDS Page 4 of 4 biomoni taring testing at this outfall is inappropriate and provides no measure of the impact of the discharge on indigenous species. The NRLWDS is a low volume internal waste stream discharging primarily fresh. water at an elevated pH with small amounts of pollutants. The discharge of DSN 48C is to the non-contact cooling water outfalls where comingling results in a minimum dilution of approximately 1440 to 1 in the discharge and approximately 348,000 to 1 in the Delawar~
River. The qualities of the effluent which could cause trauma to aquatic organisms are the pH and the high purity of the effluent, both of which are assimilated by the non-contact cooling water prior to exposure to aquatic organisms. we request biomonitoring requirements be deleted in the permit renewal .
0 WELL WATER RESIDUALS, DILUTE ACID/CAUSTIC
.- C\J .,,. lJ)
CHEMICAL HANDLING AREA DRAINS co co co co zzzz
@ ULTRAPURE WATER FROM ANALYZER DRAINS (f) (f) (f) (f) 0000 A
HOPE CREEK REGENERANT WASTE 0 TREATED PURE WATER - INFREQUENT CONDENSATE 0 .... 0 NRW SYSTEM VENTS, DRAINS, AND RECYCLE TRANSFER I POLISHING DEMINS REGENERANT WASTE
,... 0 DILUTE ACID/CAUSTIC, CORROSION PRODUCTS SYSTEM CHEMICAL SOLUTION MIX TANK DRAINS 0 .....
,... EQUALIZATION BASIN DISCHARGE NO. 15 DEMIN AREA SUMP PUMP FEEDWATER ANALYZER ...
CHEMICAL
.... ,.. EQUALIZATION/
#2 COAGULANT AID
#1 DRAINS ,... WASTE
~ r.... ~ .... MIXING FILTER TANK CLARIFIER CLARIFIER BASIN MAKEUP DEMINS REGENERANT WASTE 0 + ~ ....
NaOH ACID I CAUSTIC G) UNLOADING AREA DRAINS WASTE SLUDGE BLOWDOWN STEAM GENERATOR BLOWDOWN
#1 AND #2 UNIT WASTE SLUDGE NRWSYSTEM VENTS, DRAINS 0 HOLDING TANK SALEM GENERATING STATION AND RECYCLE NON-RAD LIQUID WASTE DISPOSAL NJPDES PERMIT NO NJ0005622 SLUDGE PUMPED BY VACUUM TRUCK NJPDES - DSN 48C FOR HAZARDOUS WASTE DISPOSAL MAY 1990
_1 I EVALUATION OF POTENTIAL AQUATIC EFFECTS FROM THE DISCHARGE OF AMMONIA TO THE DELAWARE RIVER FROM THE SALEM GENERATING STATION Prepared for: Public Service Electric & Gas Prepared by: EA Mid-Atlantic Regional Operations EA Engineering, Science, and Technology, Inc. April 6, 1990 11186.01
TABLE OF CONTENTS EXECUTIVE
SUMMARY
1 Introduction 1 2 Background 2 2.1 Wastewater Discharge Configuration 2 2.2 Speciation of Ammonia 2 3 Methods 4 3.1 Ammonia Concentrations in Individual 5 Circulating Lines 3.2 Ammonia concentrations in Combined 8 Circulating waters 4 Discussion 10 4.1 Discharge to Individual Circulating Waters 12 4.2 Discharge to Combined Circulating Waters 15 4.3 Comparison to U.S. EPA's Chronic Criterion 17 For Ammonia 5 Determination of 48C Total Ammonia Discharge 19 Limitations 5.1 Calculation of Allowable Un-ionized Ammonia 19 Concentrations in the Circulating Water Discharge 5.2 Calculation of 48C Daily Maximum and Average 21 Monthly Total Ammonia Concentrations 6 Conclusions 24 7 Literature Cited 26
- EXECUTIVE
SUMMARY
The objective of this study was to evaluate the non-radiological wastestream (48C) monitoring data for the Salem Generating Station and determine the concentration of un-ionized ammonia in the circulating waters that are discharged to the Delaware River. The non-radiological wastestream (48C) has a relatively small volume of water (-0.34 mgd). This wastestream is diluted by at least one (and as many as four) circulating water lines. An automatic switching system prevents the discharge of 48C wastewater to individual circulating lines when their flows are less than 266.4 mgd. Based on an extensive monitoring database for the Salem facility, this study clearly demonstrates that ammonia from the 48C
- wastestream would not be expected to have any adverse effect on aquatic life in the Delaware River. concentrations of un-ionized ammonia are well below concentrations determined by U.S. EPA to be safe for aquatic life, whether based on mean, 95th p~rcentile or worst-case estimation techniques. When compared to the most restrictive of. U.S. EPA's acute water quality criteria for ammonia, calculated discharge concentrations of un-ionized ammonia are approximately 7 to 20 times lower than the criterion based on worst-case input parameters; approximately 14 to 69 times lower then the criteria based on 95th percentile estimates; and approximately 935 to 3,740 times lower than the criterion based on geometric mean input values. It should be clearly understood that the worst-case and 95th percentile estimates are based on the extremely unlikely assumption that maximum values for 48C flow, 48C ammonia, percent un-ionized ammonia and the minimum circulating flows occur simultaneously. Additional dilution would occur after the effluents are released to the
- Delaware River *
- Comparison of estimated end-of-pipe discharge concentrations of un-ionized animonia to U.S. EPA's most restrictive chronic water quality criterion indicates that the chronic criterion would only be exceeded in the whole effluent (0.0267 mg/L un-ionized ammonia) under the conditions of maximum observed total ammonia concentrations, maximum percent un-ionized ammonia, maximum 48C flow and minimum circulating water flow (i.e., minimum dilution).
It is unlikely that these conditions would occur simultaneously. Further, because the effluent is diluted 2:1 within the initial plume rise to the surface, chronically toxic conditions would not exist within the Delaware River outside of the effluent plume. In addition, the effluent is diluted by a factor of at least 10 to 1 within 20 percent of the width of the Delaware River. This ensures that instream un-ionized ammonia concentrations are well below chronically toxic levels. Using the statistically based permit limit derivation procedure developed by U.S. EPA (1985b), daily maximum and average monthly permit limits of 2,888 mg/L and 1,693 mg/L total ammonia were calculated for the 48C wastestream, respectively. compliance with these permit limits would ensure protection of aquatic life in the Delaware River against the-toxic effects of ammonia .
- l*. INTRODUCTION Ammonia is discharged via the non-radiological wastestream (48C) into the large volume of circulating waters which are ultimately discharged to the Delaware River at PSE&G's Salem Generating Station. The objective of this study was to evaluate the 48C wastestream monitoring data and determine the concentration of the toxic form of ammonia (un-ionized ammonia) in the circulating waters discharged to the Delaware River. Average and worst-case un-ionized ammonia concentrations were estimated and these were compared to U.S. EPA's acute and chronic water quality criterion for ammonia to determine the toxicological effect of discharged concentrations of ammonia to the Delaware River estuary.
Further, monthly average and daily maximum concentrations of total ammonia in the 48C Y{astestream which would not violate U.S .* EPA's acute water quality criterion for ammonia were calculated .
- 1
------~---------
- 2* BACKGROUND In evaluating the toxic9logical significance of ammonia concentrations measured in the Salem Generating Station's non-radiological wastestream (48C), it is important to understand Salem's discharge configuration (Section 2.1) and the speciation of ammonia in water (Section 2.2).
2.1 WASTEWATER DISCHARGE CONF~GURATION A schematic of Salem's wastewater system is presented in Figure 2-1. As this figure illustrates, the non-radiological (48C) wastestream is not released directly to the Delaware River. Rather, the wastestream is discharged to one or more of four circulating waters (Outfalls 481, .482, 484, and 485) used for non-contact cooling. In addition, an automati9.switching system prevents discharge of 48C wastewaters to individual circulating lines when flows in those circulating water lines are less than 185,000 gpm (266.4 mgd). Therefore, all individual circulating water lines receiving 48C wastewater have flows greater than this value. 2.2 SPECIATION'OF AMMONIA Ammonia exists in two predominant forms in natural waters. These forms are ionized ammonia (NH4+) and un-ionized ammonia (NH3 , noted as UIA). The relative proportions of these two forms (species) are controlled by physical-chemical factors (e.g. pH, temperature and salinity). These two species are interconvertable through equilibrium processes (see equilibrium relationship
- 2
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~
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------~---
HOPE CREEK WELL WATERI .56 MGD I _ OEMINERNJZER WASTE ~~ ANO WASTE USAGE .Ol GENERATING STATION MGO ISUPPL y I +.25 MC '----.--__J T-30 MGD IMISCELLANEOUS! USAGE I NERATING STATION ERMIT NO. NJ0005622
@ =DRINKING WATER. FIRE PROTECTION SYSTEMS. __ HEMATIC OF WATER FLOW APRIL 198<l EVAPORATION.MISCF* LANEOUS CLEANING.
LEAKAGE. ETC. Figure 2-1. Schematic of Salem Generating Station's Wastewater System.
- below) and their sum constitutes what is known as "total ammonia" (ionized + un-ionized):
As noted above, the relative proportion of ionized and un-ionized forms of ammonia in water is influenced by several environmental conditions, the most important of which are pH and temperature. As either, or both, of these parameters increase, the proportion of the un-ionized form of ammonia increases* (Figure 2-2) . Salinity also influences the ammonia equilibria. With this parameter, the proportion of un-ionized ammonia decreases with increasing salinity. Because only the relative proportions of ionized and un-ionized* ammonia change under normal environmental
.conditions, the total ammonia concentration (NH3 + NH4+) is not substantially affected by speciation .
- EPA (1985, p.l) states that, "the toxicity of aqueous ammonia solutions to aquatic organisms is primarily attributal>le to the
~ species, with the NB4+ species being relatively less toxic".
Therefore, EPA concludes that, "it is important to know the concentration of NB3 in any aqueous solution in order to determine what* concentrations of total ammonia are toxic to aquatic life" (EPA 1985, p.l). The critical factor to be considered in this situation is the concentration of un-ionized ammonia discharged to the receiving system, not the total ammonia concentration. The goal of this study was to estimate concentrations of un-ionized ammonia entering the receiving system based on ammonia speciation equilibria as driven by pH, temperature, salinity, influent total ammonia, and degree of dilution .
- 3
- 100 90..,
80 70 1 i
~
60 .... 50 ~ 40 1I 30, I 20 J I 10 -I 9 -1 8 ~ 7 ...; 0 6 ~ i: E 5 ....;
~
II) 4 ~
~ '2 0
3 C:
~i =i cII) 2 <.J ~
I 1.0 ..., i 0.9 ~ 0.8 ~ 0.7 ...; 0.6 - 0.5 ~ 0.4 J I i 0.3 ~ I 0.2 ., I iI 0., ~ 6.0 6.5 7.0 7.5* 8.0 8.5 9.0 9.5 pH
- Figure 2-2. Percent un-lonlzed ammonia as a function of pH and temperature In fresh water (drawn from values tabulated by Thurston et al. 1977).
- 3. METHODS The non-radiological (48C) wastestream is discharged to one or more of the circulation water lines (Outfalls 481, 482, 484, 485)
- Therefore, in order to assess the toxicological significance of these ammonia concentrations, 48C discharges to both individual circulating waters and combined circulating water flows were addressed.
Data used in this assessment were NPDES monitoring data collected from January 1986 through December 1988. Data for the month of September 1987 were excluded due to the absence of data necessary to calculate the average monthly pH. Additionally, because the 48C wastestream is discha~ged only to circulating water lines with average flows of greater than 266.4 mgd, monthly data for lines with flows less than this value were not used for estimating total diluted un-ionized ammonia (UIA) concentrations in individual circulating waters (Section 3.1). For each of these two scenarios (individual and combined circulation), two approaches were adopted: (1) Maximum, minimum, 95th percentile, and geometric mean values for total-diluted UIA concentrations were calculated directlY, from monitoring data, and (2) Maximum, minimum, 9Sth percentile, and geometric mean values were calculated for the parameters used in determining UIA concentrations (e.g., temperature, pH, flows and extent of dilution)
- Combinations of these data were used to estimate total-diluted UIA concentrations.
section 3.1 estimates the un-ionized ammonia discharge concentrations assuming the entire 48C wastestream mixes with only one of the recirculating water lines (i.e., outfalls 481, 4
- 482, 484, or 485). Section 3.2 describes the more frequent conditions when the 48C wastestream is divided among more than one of the four recirculating water lines.
3.1 AMMONIA CONCENTRATIONS IN INDIVIDUAL CIRCULATING WATERS The initial step for estimating UIA concentrations was to determine the monthly average percentages of total ammonia that were present in the un-ionized.form assuming that only one circulation line received all of the 48C discharge. Since the percentage of un-ionized ammonia is dependent on the temperature, pH, and salinity of the medium, percentages of total ammonia in the un-ionized form (% UIA) were estimated for circulating waters by using monthly average temperature, pH, and salinity for the circulating water lines 481, 482, 484, and 485 (with flows > 266.4 mgd). Salem Generating Station's 316(b) demonstration report (PSE&G 1984) indicates that the mean salinity of the
- intake water is 5 parts per thousand (ppt). This value was used in all calculations. Estimation of un-ionized ammonia concentrations in circulating water lines was performed according to the following relationships (modified from U.S. EPA 1985a):
% UIA [percentage of un-ionized ammonia in solution]
= lOOi ( 1 + lOCpka - pHl) where:
pKa [equilibrium coefficient corrected for temperature (C) and ionic strength (I)]
= 0.09018 + (2729.92/(273.2 +temperature]) + (0.142*I)
I [ionic strength (M), based on salinity (ppt)]
= (19.9273
- salinity)/(1000-(1.005109
- salinity])
- 5
- Monthly average percent UIA values estimated for circulating water lines 481, 482, 484, and 485 are presented in Table 3-1.
Monthly average concentrations of un-ionized ammonia were calculated from these data by multiplying the monthly average percent UIA values by the average total ammonia concentrations for the 48C non-radiological wastestream (Table 3-1) . Because the ammonia contributed by the 48C wastestream is diluted by the circulating water flow, a dilution factor must be included in the determination of the final UIA concentrations. This dilution factor was calculated by dividing monthly average 48C flows by the corresponding monthly average flows in each circulating water line with monthly average flow greater than 266.4 mgd. The resulting dilution factors were then multiplied by the monthly average UIA values to yield total-diluted monthly average UIA concentrations. The total-diluted UIA concentration data and the dilution factors, calculated for each circulating line receiving 48C wastewater discharge are presented in Table 3-1. Table 3-2 presents maximum, minimum, 95th percentile and geometric means for the monthly average total-diluted UIA concentration data, and t~e monthly average values for the parameters used in determining these estimates {i.e., % UIA, total UIA, 48C flow, circulating water flow, and dilution).
- Geometric statistics {mean and 95th percentiles), rather than 6
- TABLE 3-1 CIRCULATION WATER DATA: MONTHLY AVERAGE MEASUREMENTS/CALCULATIONS MONTHLY AVE TOT MONTHLY MONTHLY DILUTED AVE CIRC MONTHLY AMMONIA AVE UIA AVE 48C MON AVE FLOW AVE CONC 48C CONC FLOW DILUTION UIA CONC OBS MON OUTFALL AVE SAL AVE PH AVE T (1112dl 'I; UIA 1*21<'.'.'.LI I n~UL I 11112dl FACTOR (m2/L) 1 .JAN86 481 5 7.5 14. 3 432.5 0.78848 15.50 0.12221 0. 41 0.00094798 0. 00011586 2 .JAN86 482 5 14.3 468.3 15.50 0. 41 0.00087551 3 .JAN86 484 5 8.1 7.1 343. 7 1.77237 15.50 0.27472 0.41 0. 00119290 0. 00032771 4 FEB86 481 5 7.7 13 .6 462.6 1.18004 19.25 0.22716 0.43 0.00092953 0 .00021115 5 FEB86 482 5 7 .*7 13.6 443.6 1.18004 19.25 0.22716 0.43 0.00096934 0.00022019 6 FEB86 484 5 7.6 11.4 474. 9 0.79434 19.25 0.15291 0.43 0.00090545 0. 00013845 7 FEB86 485 5 7.7 11.4 466.6 0.99796 19.25 0 .19211 0.43 0.00092156 0.00017704 8 MAR86 481 5 7.4 17.9 312 .9 0.82050 26.30 0.21579 0.30 0.00095877 0.00020689 9 MAR86 484 5 16.1 499.8 26.30 0.30 0.00060024 10 MAR86 485 5 7.5 16.1 494.8 0.90234 26.30 0.23731 0.30 0.00060631 0.00014389 11 APR86 484 5 7.3 21. 2 468.8 0.83014 15.17 0.12593 0.24 0. 00051195 0.00006447 12 APR86 485 5 21. 2 451.0 15.17 0.24 0.00053215 13 MAY86 481 5 7.4 28.7 372 .0 1.75965 15.35 0.27011 0.33 0.00088710 0.00023961 14 MAY86 484 5 7.3 27.6 403.5 1.30131 15.35 0.19975 0.33 0.00081784 0.00016336 15 MAY86 485 5 27.6 422.9 15.35 0.33 0.00078033 16 .JUN86 481 5 7.2 32.8 452.9 1. 47182 22.05 0.32454 0.38 0.00083904 0.00027230 17 .JUN86 482 5 7.3 32.8 428.8 1.84587 22.05 0.40701 0.38 0.00088619 0.00036069 1.8 .JUN86 484 5 7.4 35.2 378.1 2.70284 22.05 0.59598 0.38 0.00100503 0.00059897 19 .JUN86 485 5 35.2 392.9 22.05 0.38 0.00096717 20 .JUL86 481 5 7.3 34 .6 343. 4 2.07659 15.35 0.31876 0.43 0. 00125218 0.00039914 21 .JUL86 482 5 34. 6 412. 8 15.35 0.43 0.00104167 22 .JUL86 484 5 7.3 34. 5 470.8 2.06314 15.35 0.31669 0.43 0. 00091334 0.00028925 23 .JUL86 485 5 34. 5 484.4 15.35 0.43 0.00088770 24 AUG86 481 5 7.3 33. 7 374. 2 1.95824 17.00 0.33290 0.53 0. 00141635 0.00047151 25 AUG86 482 5 7.4 33. 7 371. 3 2.45284 17.00 0.41698 0.53 0. 00142742 0.00059521 26 AUG86 484 5 7.4 31. 7 394.2 2.15111 17 .00 0.36569 0.53 0.00134450 0.00049167 27 AUG86 485 5 7.3 31. 7 388.1 1.71628 17.00 0.29177 0.53 0.00136563 0.00039845 28 SEP86 481 5. 7.6 31. 2 315. 2 3. 25847 18.50 0.60282 0.41 0.00130076 0.00078412 29 SEP86 482 5 7.5 31. 2 326.7 2.60576 18 .50 0.48206 0. 41 0.00125497 0.00060498 30 OCT86 481 5 7.6 29.4 465.6 2. 89271 4.30 0.12439 0 .33 0.00070876 0.00008816 31 NOV86 . 481 5 7.8 23.8 475.1 3.09249 31.00 0.95867 0.32 0.00067354 0.00064571 32 . NOV86 482 5 7.8 23.8 267. 9' 3.09249 31.00 0.95867 0.32 0. 00119448 0. 00114511 33 DEC86 481 5 7.3 18.7 431.1 0.69237 33.50 0. 23194 0 .34 0.00078868 0.00018293 34 DEC86 482 5 7.4 18.7 374. 2 0.87008 33.50 0.29148 0. 34 0.00090861 0.00026484 35 .JAN87 482 5 7.4 18.4 292.9 0.85118 25.00 0.21280 0.39 0.00133151 0.00028334 36 FEB87 481 5 7.5 15.6 405.5 0.86931 35.50 0.30861 0.23 0. 00056720 0.00017504 37 FEB87 482 5 7.5 15.6 366.7 0.86931 35.50 0.30861 0.23 0.00062722 0.00019356 38 FEB87 484 5 7.5 15.4 404.7 0.85641 35.50 0.30403 0.23 0.00056832 0. 00017278 39 FEB87 485 5 7.4 15.4 275.1 0.68147 35.50 0.24192 0.23 0.00083606 0.00020226 40 MAR87 481 5 7.7 15.7 387.1 1. 38102 60.00 0.82861 0.27 0.00069749 0.00057795 41 MAR87 482 5 7.5 15.7 334 .4 0.87583 60.00 0.52550 0.27 0. 00080742 0.00042430 42 MAR87 484 5 7.9 14.5 402.8 1.98661 60.00 1.19197 0.27 0. 000670 31 0.00079898 43 MAB.87 485 5 7.8 14.5 340.5 1.58449 60.00 0.95070 0.27 0.00079295 0.00075386 44 APR87 481 5 7.5 23.0 379.6 *l. 4 8.8 0 4 15.00 0.22321 0.29 0.00076396 0.00017052 45 APR87 482 5 7.5 23. 0 381.1 1.48804 15.00 0.22321 0.29 0.00076096 0.00016985 46 APR87 484 5 7.5 19.5 334. 5 1.15840 15.00 0.17376 0.29 0.00086697 0.00015064 47 APR87 485 5 7.5 19.5 299.7 1.15840 15.00 0.17376 0.29 0.00096763 0.00016814
- TABLE 3-1 (CONT.)
MONTHLY AVE TOT MONTHLY MONTHLY DILUTED AVE CIRC MONTHLY AMMONIA AVE UIA AVE 48C MON AVE FLOW AVE CONC 48C CONC FLOW DILUTION UIA CONC MON OUTFALL AVE SAL AVE PH AVE T ( 112d l UIA (lllfLLl l*lfd) FACTOR (112/L) OBS 48 MAY87 481 5 7.3 27.8 417 .5 1.31926 33.00 (mlfLLl 0.43536 0.24 0.00057485 0.00025026 49 MAY87 482 s 7.2 27.8 431. 5 1.05078 33 .00 0.34676 0.24 0.00055620 0.00019287 50 MAY87 485 s 7.4 19.5 28S.O 0.92234 33 .00 0.30437 0.24 0. 00084211 0.00025631 51 .JUN87 481 5 7.1 33. 5 430.7 1.2282S JS.50 0.43603 0.29 0.00067332 0.00029359 S2 .JUN87 482 s 7~1 33.S 442.1 1. 2282S JS.SO 0.43603 0.29 0.0006SS96 0.00028602 SJ .JUN87 484 s 7. 2 30. 9* 322.6 1. 29683 3S.SO 0.46038 0.29 0.0008989S 0.0004138S S4 .JUN87 48S s 7. 2 30.9 284.S 1.29683 3S.SO 0.46038 0.29 0.00101933 0.00046928 S5 .JUL87 481 s 7.4 39.1 414. 3 3.4S918 17.00 0.58806 0.40 0.00096548 0.00056776 S6 .JUL87 482 s 7.5 39.1 381. 0 4.31619 17.00 0.7337S 0.40 0.00104987 0.00077034 S7 .JUL87 484 s 7.S 34.1 413.9 3.1487S 17.00 0.53529 0.40 0.00096642 0.00051731 58 .JUL87 485 s 7.2 34 .1 435.8 1.60330 17.00 0. 272S6 0.40 0.0009178S 0.0002S017 S9 AUG87 481 s 7.4 3S.8 470.8 2.80889 26.00 0. 73031 0 .34 0.00072218 O.OOOS2741 60 AUG87 482 s 3S.8 480 .9 26.00 0 .34 0.00070701 61 AUG87 484 s 7.4 27.0 300.8 1.S6700 26.00 0.40742 0 .34 0. 00113032 0.000460S2 62 AUG87 485 s 7.0 27.0 280.3 0.62978 26.00 0.16374 0.34 0.00121299 0.00019862 63 OCT87 s 26.00 0.22 64 NOV87 s 19.50 0.06 6s DEC87 484 s 7.2 12.8 284.3 0.35390 6.60 0.02336 0.15 0.00052761 0.00001232 66 DEC87 485 5 7.3 12.8 279.6 0.44513 6.60 0.02938 0.15 0.00053648 0.00001576 67 .JAN88 484 5 7.3 12.2 476.9 0.42512 0.17 0.00035647 68 .JAN88 48S 5 7.1 12.2 475.1 0.2686S 0.17 0.00035782 69 FEB88 481 5 7.0 3.4 282.6 0.10607 27.50 0.02917 0.22 0.00077849 0.00002271 70 FEBBB 484 s 7.1 13.2 502.3 0.29006 27.50 0.07977 0.22 0.00043799 0.00003494 71 FEBBO 48S 5 6.9 13.2 458.7 0.18321 27.50 0.05038 0.22 0.00047962 0.00002416 72 MAR88 481 5 7.7 16.4 49S.9 1.4S451 37.00 O.S3817 0. 20* 0. 00040331 0.00021705 73 MAR88 482 s 7.6 16.4 463. 0 1.15883 37.00 0. 42877 0.20 0.00043197 0.00018521 74 MAR88 484 s 7.S 17.9 S09.9 l.0307S 37 .00 0. 38138 0.20 0. 00039223 0.00014959 7S MARBB 48S s 7.4 17.9 474.B 0.820SO 37 .00 0.303S8 0.20 0.00042123 0.00012788 76 APR88 482 s 7.9 17.4 3S7.8 2.4S871 6.7S 0.16S96 0.21 O.OOOS8692 0.00009741 77 APR88 484 s 7.7 21.0 S07.6 2.03031 6.7S 0.1370S 0.21 0.00041371 0.00005670 78 APR88 48S s 7.7 21.0 496 .9 2.03031 6.7S 0.1370S 0.21 0.00042262 O.OOOOS792 79 MAY88 481 s 7.4 27.S 496.6 1.62162 52.00 0.84324 1. 7S 0.003S2396 0.00297156 80 MAY88 482 5 7.S 27.5 498.1 2.0329'1 S2.00 1. OS714 1. 'JS 0.003Sl33S 0.00371411 81 MAY88 484 5 'J.S 2'1.0 S03. 8 1.96477 S2.00 1.02168 1. 75 0.00347360 0.00354891 82 MAY88 48S s 1.5 2'1.0 498.4 1.96477 52.00 1.02168 1. 75 0. 00.3Sll 24 0.003S8736 83 .JUN88 481 s 7.3 33.0 491. '1 1. 87034 31. 25 0.58448 2. 5S 0. 00518609 0.00303117 84 .JUN88 482 s 'J.3 33 .0 480.6 1. 87034 31. 2S 0.58448 2.SS 0.00530S8'1 0.00310118 85 .JUN88 484 s 7.2 32.0 469.9 1.39574 31. 2S 0.4361'1 2.S5 0.00542669 0.00236695 86 .JUN88 48S s 7.3 32.0 466.6 1.'JS080 31. 2S O.S4713 2.ss 0.00546507 0.00299008 87 .JUL88 481 s 1.6 36.9 S09.S 4.69218 37. 'JS 1. '17130 0.20 0.00039254 0.00069S31 88 .JUL88 482 s 1.4 36.9 SO'J.O 3.01274 37. 7S 1.13'131 0.20 0.00039448 0.00044864 89 .JUL88 484 s 7.4 3S.'1 499.1 2.79096 37. 75 1. 05359 0.20 0.00040072 0.00042220 90 .JUL88 485 s 1.0 35.7 S02.3 1.13009 37. '15 0.42661 0.20 0.00039817 0.00016986 91 AUG88 481 s 1.4 38.1 498 .1 3. 24963 S2.13 1.69403 0.22 0.00044168 0. 000748 22 92 AUG88 '82 s 6.1 38 .1. 48S .2 0.66S70 S2.13 0.34703 0.22 0.0004S342 0.0001S735 93 AUG BB 484 5 7.4 . 36. s S00.9 2.93717 S2.13 1. S311S 0.22 0.00043921 0 .00067249 94 AUGBB 48S s 6. 6 36.S 498. 8 0.47731 52 .13 0.24882 0.22 0.00044106 0.00010974
- TABLE 3-1 (CONT. I MONTHLY AVE TOT MONTHLY MONTHLY DILUTED AVE CIRC MONTHLY AMMONIA AVE UIA AVE 48C MON AVE FLOW AVE CONC 48C CONC FLOW DILUTION UIA CONC
.~ MON OUTFALL AVE SAL AVE PH AVE T ( m2d I UIA ( 112!'.'.L i FACTOR 95 SEP88 481 5 7.5 28.7 371. 8 2.20522 15.58
( m2/L I
- 0. 34357 (m2dl 0 .19 0. 00051103 (m2/LI 0.00017558 96 SEP88 482 5 7.1 28.7 345. 9 0.88972 15.58 0.13862 0.19 0.00054929 0.00007614 97 OCT88 481 5 7.7 25.7 513 .1 2.81815 0.30 0.00058468 98 OCT88 482 5 7.4 25.7 509.8 1.43256 0.30 0.00058847 99 NOV88 481 5 1*. 6 22. 4 496.2 1.78887 36.75 0.65741 0.19 0.00038291 0. 00025173 100 NOV88 482 5 7.7 22.4 485.4 2.24167 36.75 0.82381 0.19 0.00039143 0 .00032246 101 NOV88 484 5 7.6 11. 4 281. 5 0.79434 36.75 0.29192 0.19 0.00067496 0.00019703 102 NOV88 485 5 7.7 11. 4 274.9 0.99796 36.75 0.36675 0.19 0. 00069116 0. 00025348 103 DEC88 481 5 7.4 17.4 480.9 0.79081 17.60 0.13918 0.09 0. 00018715 0.00002605 104 OEC88 482 5 7.4 17.4 466.5 0.79081 17.60 0.13918 0.09 0.00019293 0.00002685 105 OEC88 485 5 7.6 8. 0 286.8 0. 60931 17.60 0.10724 0.09 0. 00031381 0. 00003365
.. d8notes 11issin9 data.
- TABLE 3-2 RESULTS OF ANALYSIS OF NPDES MONITORING DATA(a)
Total Circ. Flow(b) 48C Flow Ammonia-48C Diluted UIA (m2d> Dilution(c) ( m2/L) UIA UIA (m2/L)(c) (m2/L) Individual circulatin9 MIN:
<m2d>
25.40 MAX: 2.55 MIN: 0.0055 MAX: 60.00 MAX:
' 4.69 MAX: 1. 77 MAX: 0.0037 Water Lines 95TH: 123. 95 95TH: 1.07 95TH: 0.0028 95TH: 70.21 95TH: 4.93 95TH: 1. 73 95TH: 0.0028 (481, 482, 484, 485) GM: 338. 60 GM: 0.29 GM: 0.0008 GM: 22.19 GM: 1. 31 GM: 0.33 GM: 0.0003 5
MAX: 513.10 MIN: 0.06 MAX: 0.0002 MIN: 4.30 MIN: 0.11 MIN: 0.02 MIN: 1. 2 x 10-(a) All values determined from monthly avera9e monitoring data collected between January 1986 and December 1988, excluding Septeaber 1987. MIN = ainimua value, MAX ~ aaxiaum value, MIN = ainiaum value, 95th = upper 95th percentile (unless otherwise indicated), and GM= geoaetric mean. See text for discussions of calculation methods. '(bl 95th percentile is the lower percentile. Values were deterained usin9 entire NPDES monitoring database. Flows less than 266.4 a9d were included in this evaluation. (c) Calculated fro* data presented in Table 3-~*
- arithmetic statistics, were used due to the log-normal distribution of the data for each parameter (e.g., pH is the negative log of hydrogen ion concentration) . These statistics were determined with the following equations (EPA, 1985b):
zi = ln X; xg = e J1/n - 1 [Ez. 2 - ~zi)2/n]
- 1 sg = e
- 1. 96 95L = xg I sg 1.96 95U = xg
- sg where:
- xi =
zi = xg = individual observation (data point) natural log-transformed observation geometric mean sg = standard geometric deviation 95L = lower 95th percentile of observations 95H = upper 95th percentile of observations Table 3-3 presents calculations of the total-diluted monthly average UIA concentrations in individual circulating water lines for combinations of the calculated parameter data used in UIA concentration calculations. In rows 1 through 12 of Table 3-3, UIA concentrations were estimated from the maximum, upper 95th
- percentile, and geometric mean (minimum, lower 95th percentile, 7
- TABLE 3-3 ESTIMATED TOTAL DILUTED UN-IONIZED AMMONIA CONCENTRATIONS IN INDIVIDUAL CIRCULATING WATER LINES(a)
Total Circ. Flow ( b) 48C Flow Aamonia-48C Diluted UIA *< lm2dl l112dl Dilution (m2L:LI UIA UIA (m2/L) (m2/L) CRIT(c)_
"' 7. 0 267.90 (MIN) 2.55 (MAX) 0.0095 (C) 60.00 (MAX) 4.69 (MAX) 2.81 (C) 0.0267 ( c) 267.90 (MIN) 2.55 (MAX) 0.0095 (C) 1. 77 (MAXI 0.0168 (C) 11.1 279.32 (95TH) 1. 07 (95TH) 0.0038 (C) 70.21 (95TH) 4.93 (95TH) 3.46 (C) 0.0131 ( c) 14. 3 279.32 (95TH) 1. 07 (95TH) O.OQ38 (C) 1. 73 (95TH) 0.0066 (C) 2 8. 3 409.54 (GM) 0.29 (GM) 0.0007 (C) 22.19 (GM) 1. 31 (GM) 0.29 (C) 0.0002 ( c) 935 409.54 (GM) 0.29 (GM) 0.0007 (C) 0 .33 (GM) 0.0002 (C) 935 0.0055 (MIN) 60.00 (MAX) 4.69 (MAX) 2.81 (C) 0.0155 (C) 12.1 0.0055 (MIN) 1. 77 (MAXI 0.0097 (C) 19.3 0.0028 (95TH) 70. 21 (95TH) 4.93 (95TH) l . 46 ( C) 0.0097 (C) 18.3 0.0028 (95TH) 1. 73 (95TH) 0.0048 (C) 39.0 0.0008 (GM) 22.19 (GH) 1. 31 (GM) 0.29 (C) 0.0002 (C) 935 0.0008 (GM) 0.33 (GM) 0.0003 (C) 623.3 0.0037 (MAXI 50.5 0.0028 (95TH) 66.8 0.0003 (GM) 623.3 (a) Calculations based on NPDES data fro* January 1986 through December 1988, excluding September 1987, for circulating water lines 481, 482, 484, and 485. Values followed by abbreviations HIN, MAX, 95TH, and GH in parenthesis refer to minimum, maximum, 95th percentile, and geometric mean values presented in Table 3-1. Values followed by (Cl were calculated from the data appearing on this table.
(b) 95th percentile values are for the lower percentile. Data presented are calculated excluding flows less than 266.4 mgd. Therefore, circulating flows are not directly comparable to data presented in Table 3-2. (c) Indicates the "Times lees than the CRIT"; the multiple by which the estimated total, diluted UIA is less than EPA's lowest acute water quality criterion for un-ionized ammonia (0.187 ag/L).
- --' indicates that the data were not necessary to determine diluted UIA concentrations.
- and geometric mean in the case of circulating water flow) of parameter data. Total-diluted UIA concentrations were estimated by multiplying the total concentrations of UIA (either calculated from 48C total ammonia and percent UIA data or used directly) by the dilution factor (also either calculated from 48C and circulating water flows or used directly). Rows 13, 14, and 15 (at the bottom of Table 3-3) illustrate the UIA concentrations estimated directly from the monitoring data.
3.2 AMMONIA CONCENTRATIONS IN COMBINED CIRCULATING WATERS Wastewater from 48C may be discharged to more than one of the circulating water lines 481, 482, 484, 485. Therefore, to assess
- the ecological significance of monthly average 48C ammonia concentrations, it is appropriate to estimate total-diluted UIA concentrations using the combined data from the four circulating water lines 481, 482, 484 and 485.
The approach used to estimate UIA for this scenario paralleled the previous 1ndividual circulating water line approach with two important exceptions. First, monthly average percent UIA was estimated by averaging the monthly mean pH and temperatures of the four circulating water lines. Total UIA concentrations were then estimated by multiplying the resulting percent UIA values by the corresponding average monthly total ammonia measured in the 48C wastestream (Table 3-4) *
- 8
- TABLE 3-4
SUMMARY
OF NP DES DATA FOR COMBINED CIRCULATION WATERS AVE TOT MONTHLY MONTHLY MONTHLY DILUTED MONTHLY AMMONIA AVE UIA AVE 48C AVE CIRC MON AVE AVE CONC 48C CONC FLOW FLOW DILUTION UIA CONC
~ MON CIRC PH CIRC T AVE SAL AVE PKA \ UIA (111~;U'.Ll ( 11~/L) (11~d) <112dl FACTOR (1112/L) 1 3AN86 7.80000 10.70 5 9.72018 1.18750 15.50 0.184062 0.41 1478.7 0.00027727 0.000051035 2 FEB86 7.67500 12.50 5 9.65960 1. 02548 19.25 0 .197404 0.43 1847.7 0.00023272 0.000045940 3 MAR86 7.45000 17.00 5 9.51143 0.86063 26.30 0.226346 0.30 1572.5 0.00019078 0. 000043182 4 APR86 7.30000 21.20 5 9.37723 0.83014 15.17 0.125933 0.24 919.8 0.00026093 0.000032859 5 MAY86 7.36667 28.15 5 9 .16.337 1.57188 15.35 0.241283 0.33 1458.0 0. 00022634 0.000054611 6 3UN86 7.30000 34. 00 5 8.99086 1.99701 22.05 0.440342 0.38 1652.7 0.00022993 0.000101246 7 JUL86 7.30000 34. 55 5 8.97498 2.06985 15.35 0.317723 0.43 1711. 4 0.00025126 0.000079830 8 AUG86 7.35000 32.70 5 9.02862 2.05290 17.00 0.348993 0.53 1527.8 0.00034690 0.000121067 9 SEP86 7.52500 29.85 5 9.11255 2.51980 18.50 0.466163 0.41 1018.9 0.00040239 0.000187582 10 OCT86 7.55000 29.40 5 9.12595 2.58627 4.30 0.111210 0.33 703. 3 0.00046922 0.000052181 11 NOV86 7.80000 23.80 5 9.29605 3.09249 31.00 0.958671 0.32 743.0 0.00043069 0.000412886 12 DEC86 7.37500 14.45 5 9.59482 0.59919 33.50 0.200730 0 .34 1133.9 0.00029985 0.000060189
- 13 JAN87 7.40000 18.60 5 9.45985 0. 86374 25.00 0.215935 0.39 939.9 0.00041494 0.000089600 14 FEB87 7.47500 15.50 5 9.56031 0.81497 35.50 0.289314 0.23 1452.0 0.00015840 0.000045828 15 MAR87 7. 72500 15.10 *5 9.57343 1.39785 60.00 0.8~8711 0.27 1464.8 0.00018433 0.000154596 16 APR87 7.50000 21. 25 5 9.37565 1. 31403 15.00 0 .197104 0.29 1394.9 0.00020790 0.000040978
- 17. MAY87 7.30000 23.65 5 9.30069 0.98853 33.00 0.326216 0.24 1375.0 0.00017455 0.000056940 18 JUN87 7.15000 32.20 5 9.04323 1.26255 35.50 0.448204 0.29 1479.9 0.00019596 0.000087830 19 JUL87 . 7.40000 36.60 5 8.91628 2.95591 17.00 0.502504 0.40 1645.0 0.00024316 0.000122189 20 AUG87 7.26667 31. 40 5 9.06671 1.56001 26.00 0.405602 0.34 1532.8 0.00022182 0.000089969 21 OCT87 6.95000 25.55 5 9.24221 0.50767 26.00 0.131994 0.22 274.1 0.00080263 0.000105942 22 NOV87 5 19.50 0.06 23 DEC87 7.25000 12.80 5 9.64957 0.39692 6.60 0.026196 0.15 563.9 0.00026600 0.000006968 24 JAN88 7.17500 7.40 5 9.83327 0.21917 0.17 1212.7 0.00014018 25 FEB88 7.05000 8.30 5 9.80216 0.17663 27.50 0.048574 0.22 1508.0 0.00014589 0.000007086 26 MAR88 7.55000 17.15 5 9.50657 1.09309 37 .oo 0.404444 0.20 1943.6 0.00010290 0.000041618 27 APR88 7.77500 19.20 5 9.44065 2.11383 6.75 0.142683 0. 21 1594.3 0.00013172 0.000018794 28 MAY88 7.47500 27.25 5 9.19050 1.88892 52.00 0.982239 1. 75 1996. 9 0.00087636 0.000860794 29 JUN88 7.27500 32.50 5 9.03446 1.71020 31. 25 0.534437 2.55 1908.8 0.00133592 0.000713964 30 JUL88 7.35000 36.30 5 8.92482 2.59281 37.75 0.978787 0.20 2017.9 0. 00009911 0.000097010 31 AUG88 7.02500 37.30 5 8.89641 1.32674 52 .13 0.691631 0.22 1983.0 0.00011094 0.000076732 32 SEP88 7.15000 24.95 5 9.26060 0.76922 15.58 0 .119844 0.19 973. 7 0.00019513 0.000023385 33 OCT88 7.40000 19 .20 5 9.44065 0.90243 0.30 1237.4 0.00024244 34 NOV88 7.65000 16.90 5 9. 51467 1.34722 36.75 0.495102 0 .19 1538.0 0. 00012.354 0. 000061163 35 DEC88 7.50000 12.70 5 9.65291 0.69830 17.60 0.122901 0.09 1447.6 0. 00006217 0. 000007641
' * ' denote5 aissinq data.
- The second deviation from the methods described in the previous section was that dilution factors were determined by dividing monthly average 48C flows by the total average circulating water flows for the respective months. As noted in Section 2, 48C wastewaters are not discharged to individual circulating lines when flows in the circulating lines.are less than 266.4 mgd.
However, for several observations (e.g., October 1987), average flows were less than 266.4 mgd, but maximum flows were in excess of 266.4 mgd indicating that these circulating lines received 48C flows during the higher flow periods of that month. In these situations, average flows of less than 266.4 mgd were used to calculate total average circulating water flows when maximum
- flows were at or above 266.4 mgd. After calculating a dilution factor, total-d1luted UIA concentrations were then estimated by multiplying these dilution factors by the monthly average total UIA concentrations calculated for the combined circulating waters. Monthly dilution factor and total-diluted UIA data are presented in Table 3-4 for the combined circulating water lines.
Maximum, minimum, geometric mean, and 95th percentiles were also calculated for total-diluted UIA concentration data and the data for all parameters involved in its determination (Table 3-5) . Table 3-6 presents the various combinations of parameter statistics and estimates of total-diluted UIA. The organization and interpretation of this table is similar to that of Table 3-3 .
- 9
- TABLE 3-5 RESULTS OF ANALYSIS OF NPDES MONITORING DATA(a)
Total Cii:c. Flow( bl 48C Flow A111111onia-48C Diluted UIA (1112dl Dilution(c) (1112/L) UIA UIA 11112/L) (c) l1112d>
' (1112/L)
Co111bined Cii:culating MIN: 274.10 MAX: 2.55 MIN: 0. 0013 MAl(: 60.00 MAX: 3. 09 MAX: 0. 98 MAX: 0.00086 watei: Lines 95TH: 578.00 95TH: 1. 07 95TH: 0.0008 95TH: 70. 2l 95TH: 4.49 95TH: 1. 43 95TH: 0.00058 -5 (481-486) GM: l,301.13 GM: 0.29 GM: 0.0002 GM: 22.19 GM: 1.13 GM: 0.27 GM: 6. 4 x 10_6 5 MAX: 2,017.90 MIN: 0.06 MAX: 6.2 x 10- HIN: 4.30 HIN: 0.18 MIN: 0.03 MIN: 1. o x 10 (a) All values detei:ained fi:o111 aonthly avei:age 111onitoi:ing data collected between Januai:y 1986 and Dece111bei: 1988, excluding Septeabei: 1987. KIN 3 ainiaua value, MAX = 111axi111ua value, MIN ~ aini111ua value, 95th = uppei: 95th pei:centile (unless othei:wise indicated), and GK= geoaeti:ic 111ean. See text foi: discussions of calculation methods. (b) 95th pei:centile is the lowei: pei:centile. Values pi:esented wei:e detei:ained using entii:e NPDES 111onitoi:ing database. Flows less than 266.4 agd wei:e included in this evaluation only when 111axiaun flows exceeded 266.4 111gd foi: a specific outfall. (c) Calculated fi:oa data pi:esented in Table 3-4.
- TABLE 3-6 ESTIMATED TOTAL DILUTED UN-IONIZED AMMONIA CONCENTRATIONS IN COMBINED CIRCULATING WATERS(a)
Total Circ. Flow(b) 48C Flow Ammonia-48C Diluted UIA *< ( c) ( m2d) ( m2d) Dilution (llllf/L) \ UIA UIA (mlf/L) (llllf/L) CRIT 274 .10 (MIN) 2.55 (MAX) 0.0093 (C) 60.00 (MAX) 3. 09 (MAXI 1. 85 (C) 0.0172 (C) 10.9 274 .10 (MINI 2.55 (MAXI 0.0093 (Cl 0.98 (MAX) 0.0091 (C) 20.5 578.00 (95TH) 1. 07 (95TH) 0.0019 (C) 70.21 (95TH) 4.49 (95TH) 3.15 (C) 0.0060 (C) 31. 2 578.00 (95TH) 1. 07 (95TH) 0.0019' (Cl 1. 43 (95TH) 0. 0027 (C) 6 9. 3 1,301.13 (GM) 0.29 (GM) 0.0002 (C) 22.19 (GM) 1.13 (GM) 0.25 (C) 5.0 x 10- 5 (C) 3,740 1,301.13 (GM) 0.29 (GM) 0.0002 (C) 0.27 (GK) 5. 4 x 10- 5 (C) 3,463 0.0013 (MIN) 60.00 (MAX) 3. 09 (MAX) 1. 85 (C) 0. 0024 (C) 77 .9 0.0013 (MIN) 0.98 (MAX) 0. 0013 (C) 143. 8 0.0008 (95TH) 70.21 (95TH) 4.49 (95TH) 3.15 (C) 0.0025 (C) 74.8 0.0008 (95TH) 1. 43 (95TH) 0.0011 (C) 170.0 0.0002 (GM) 22.19 (GK) 1.13 (GM) 0.25 (C) 5.0 x 10- 5 (C) 3,740 0.0002 (GM) 0.27 (GM) 5. 4 x 10- 5 (C) 3,463 0.00086 (MAX) 217. 4 0.00058 J.~5TH) 322.4 6.4 x 10 (GM) 2,922 (a) Represent NPDES data collected from January 1986 through December 1988, excluding September 1987, for circulating water lines 481-482 and 484-485. Values followed by abbrevations KIN, MAX, 95TH, and GM in parenthesis are the minimum, maximum, 95th percentile, *and geoaetric aean values presented in Table 3-1. Values followed by (C) were calculated from the data appearing on this table. (b) 95th percentile value is the lower percentile. Data presented are calculated including average flows less than 266.4 agd when maximum flows exceeded 266.4 agd. (c) Indicates "times less than the CRIT"; the multiple by which the estiaated total, diluted UIA, is less than EPA's lowest acute criterion for un-ionized ammonia (0.187 ag/L).
- --* indicates that the data were not necessary to determine diluted UIA concentrations.
- 4. DISCUSSION Monthly average estimates of total-diluted UIA concentrations in individual and/or combined circulating waters receiving 48C discharges are presented in Tables 3-3 and 3-6, respectively.
For both discharge scenarios, these estimates are divided into three categories, worst-case, 95th percentile, and average estimates. Each estimate is also discussed in comparison to the lowest acute and chronic water quality criterion presented in U.S. EPA's ammonia criteria documents [U.S. EPA 1985a (freshwater), U.S. EPA 1989 (saltwater)]. In general, U.S. EPA's ambient water quality criteria documents provide the largest, critically-reviewed summaries of toxicity information available. Because the Delaware River at the Salem Generating station averages only 5 parts per thousand salinity, both U.S. EPA's freshwater and saltwater database were evaluated. The objective of this evaluation was to identify the most restrictive (i.e., lowest) numerical criterion. U.S. EPA's freshwater ammonia criterion is both species dependant and temperature and pH dependent. For the lower Delaware River, the most appropriate criterion is calculated based on the assumption that Salmonids and other coldwater species are absent. Further, because the freshwater criterion for ammonia is both temperature and pH dependent, the maximum, geometric mean and 10
- 95th percentile values were developed for both temperature and pH; and then the freshwater acute criterion was calculated for each scenario. However, calculation of U.S. EPA's acute water quality criterion for ammonia is limited to temperatures less than 30 C (U.S. EPA 1985a). Thus, the validity of a criterion calculated at temperatures above 30 C is questionable.
Therefore, because maximum and 95th percentile estimates for temperatures exceeded_ JO c, the acute freshwater water quality criterion for ammonia was only calculated at the geometric mean values for _temperature {22 C) and pH (7.4) and this criterion is calculated to be 0.187 mg/L un-ionized ammonia. In contrast, U.S. EPA {1989) acute saltwater criterion (0.233 mg/L un-ionized ammonia) is not temperature or pH dependent. Thus, the lower of
- . these two criteria [freshwater acute {coldwater species absent),
0.187 mg/L un-ionized ammonia] has been used for comparative purposes. For chronic toxicity, the most restrictive freshwater criterion is 0.021 mg/L un-ionized ammonia {U.S. EPA 1985a) compared to the saltwater chronic cri~erion of 0.035 mg/L un-ionized ammonia (U.S. EPA 1989). It is important to note that both of these criteria (U.S. EPA acute and chronic) are more restrictive than Delaware River Basin Commission's effluent ammonia criteria of 35 mg/L as N {42.6 mg/L as total ammonia or 0.472 mg/L un-ionized ammonia at 5 ppt
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- salinity, temperature of 22 C and pH of 7.4). Further, a numerical ammonia water quality criteria does not exist for New Jersey waters classified as SE, SC or Zone 5 of the Delaware River [Warren Huff (DRBC), Meredith Lavery (NJDEP), personal communication (attached)].
Section 4.1 below assumes that 48C is diluted by a single circulation water line. Section 4.2 addresses the more common condition when the flow from 48C is divided between several circulating water lines. 4.1 DISCHARGE TO INDIVIDUAL CIRCULATING WATERS
- Worst-Case Estimates The highest concentration of total-diluted UIA estimated for individual circulating waters is a monthly average of 0.0267 mg/L (Table 3-3; row 1). This estimate is judged to be worst-case because it is assumes maximum monthly average values for 48C flow, 48C total ammonia, percent UIA and the minimum monthly average value for circulating water flow. Recall that 48C wastewaters are not discharged to circulation lines with flows less than 266.4 mgd, therefore, only data for circulating lines with flow exceeding this value were used. Other estimates using maximum ammonia and minimum dilution parameter values (Table 3-3; rows 7 and 13) range from 0.0037 to 0.0155 mg/L UIA .
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- The estimated worst-case UIA concentration of 0.0267 mg/L in individual circulating water lines is approximately one seventh of the most restrictive U.S. EPA acute water quality criterion of 0.187 mg/L, indicating an appreciable margin of protection for aquatic organisms. Further, it should be recognized that it is unlikely that both the maximum chemical concentration (high UIA) and minimum flow volume (low dilution) conditions yielding this worst-case UIA estimation would occur simultaneously. The plant operating records support this. The maximum value of 60 mg/L total ammonia in the 48C wastewater (Table 3-1, March 1987), for instance, corresponded to an estimated total-diluted UIA concentration of only 0.0004 to 0.0008 mg/L (468 to 234 times less than the most restrictive U.S. EPA acute water quality
- criterion) in individual circulatory lines. In fact, the maximum total-diluted UIA concentration determined directly from monthly monitoring data (0.0037 mg/L; Table 3-1, May 1988) is 50.5 times less than the criterion (Table 3-3; row 13).
95th Percentile Estimates To put the probability of the occurrence of total-diluted UIA concentration estimates in perspective, a 95th percentile was calculated for each data parameter. The 95th percentile is a value expected, based on the data, five times out of 100 on average. For this analysis, the 95th percentile corresponds to an average probability of 5 monthly values equaling or exceeding
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- the 95th percentile value per 8.3 years, or one monthly value equal to or exceeding the 95th percentile per 1.7 years. A 95th percentile UIA concentration of 0.0028 mg/L was calculated directly from the monitoring data (Table 3-3; row 14). This value estimates that 95 percent of the time, the monthly concentration of UIA carried by individual circulating water lines would be approximately 65 times less than EPA's lowest acute water quality criterion for ammonia. On a probability basis, therefore, these data indicate that existence of toxic conditions due to UIA in individual circulating waters due to 48C discharge would occur very rarely, if ever.
Estimates of monthly average, total-diluted UIA concentrations
- were also based on 95th percentile values for the parameters used in UIA concentration calculations (Table 3-3, rows 3, 4, 9 and 10). The estimated UIA concentrations range from 0.0131 to 0.0048 mg/Land are approximately 14 and 39 times less than the most restrictive U.S. EPA acute water quality criterion, respectively. It should be realized that the concentrations are estimated with the unlikely assumption that several 95th percentile parameter values occur simultaneously. If the value for each parameter used in UIA concentration calculation is independent of all other parameters (e.g., circulating water flow is not related to 48C flow, then the probability of a monthly average UIA concentration of 0.0139 mg/L (Table 3-3; row 3) estimated from four 95th percentile values (four water lines) is
- 14
- 1 / (0.05 4 ), or one occurrence in 160,000 months. Following the same logic, the probability for a UIA concentration of 0.0097 mg/L (Table 3-3, row 9) would be 1 occurrence in a,ooo months.
These estimates, as well as the estimates discussed in the first paragraph of this section, suggest a wide margin of protection for aquatic organisms from UIA toxicity. Mean Estimates The means estimated for monthly average total-diluted UIA concentrations in individual circulating water lines ranged from 0.0002 to 0.0003 mg/L (Table 3-3, rows 11, 12 and 15). This corresponds to UIA concentrations 623 to 935 times less than
- EPA's most restrictive acute criterion. These results parallel those for maximum and 95th percentile UIA estimates by indicating that the health of aquatic organisms is not adversely affected by these concentrations of UIA.
4.2 DISCHARGE TO COMBINED CIRCULATING WATERS Worst-Case Estimates The worst-case estimates of monthly average total-diluted UIA concentrations in the combined circulating water ranged from 0.00086 to 0.0172 mg/L (Table 3-6). The peak concentration of 0.0172 mg/L (Table 3-6, row 1) was based on assuming simultaneous 15
- maximum values for 48C flows, 48C ammonia, percent UIA and the minimum value for the combined circulating water flow. As illustrated earlier, it is extremely unlikely that the maximum and minimum conditions that generated this estimate would occur simultaneously. The plant operating records support this. The month at which the 60 mg/L maximum 48C total ammonia concentration occurred (Table 3-4, March 1987) corresponded to a total-diluted UIA concentration of 0.00015 mg/L in the combined waters. Nonetheless, even the worst-case UIA concentration of
.0.0172 mg/L is approximately 11 times lower than the EPA criterion. This suggests that UIA concentrations of the circulatory waters discharged to the Delaware River, even under worst-case conditions, would still be well below an acutely toxic
- level.
95th Percentile Estimates The 95th percentile estimates for monthly average total-diluted UIA concentrations in the combined circulating water lines ranged from 0.0060 to 0.00058 mg/L (Table 3-6, rows 3, 4, 9, 10 and 14). The UIA concentration calculated directly from the monitoring data estimates that five of 100 monthly UIA concentrations or one UIA concentration per 1.7 years would be discharged in excess of 0.00058 mg/L, a value which is 322 times less than the U.S. EPA's most restrictive acute criterion. The other UIA concentration estimates calculated from 95th percentile data would fall between
- 16
- approximately 31 to 170 times less than U.S. EPA's acute criterion. These concentrations are far less probable than the estimate calculated directly (i.e., one occurrence per 8,000 to 160,000 months) because they incorporate several 95th percentile values in their estimation of UIA. Taken together these results indicate that the probability of simultaneous occurrence of conditions causing a UIA concentration even within an order of magnitude of a toxic level is extremely rare.
Mean Estimates Geometric mean estimates of monthly average UIA concentrations of the combined circulating water lines were between 5.0 x 10* 5 and
- 5. 4 x 10* 5 mg/L (Table 3-6, rows 5, 6, 11 and 12) . These concentrations are approximately 3,463 to 3,740 times less than U.S. EPA's most restrictive acute criterion of 0.187 mg/L un-ionized ammonia. Thus, on average, the UIA concentrations discharged through the combined circulatory waters provide a substantial margin of protection to aquatic organism in the Delaware River.
4.3 COMPARISON TO U.S. EPA 1 s CHRONIC CRITERION FOR AMMONIA In order to assess the potential for chronic toxicity in the Delaware River due to the discharge of un-ionized ammonia, the estimated end-of-pipe un-ionized ammonia concentrations (Tables 17 I I I I __J
- 3-3 and 3-6) were compared to the most restrictive chronic criterion of 0.021 mg/L un-ionized ammonia (U.S. EPA 1985a). The chronic criterion (criteria continuous concentration, CCC) is the "water quality criteria recommendation for the highest instream concentration of a toxicant or an effluent to which an organism can be exposed indefinitely without causing u~acceptable effect" (U.S. EPA 1985b, emphasis added). Based on this definition, compliance with the chronic criterion should be judged after dilution of the effluent in the receiving water. Thus, comparison of estimated end-of-pipe un-ionized ammonia concentrations to the chronic criterion of 0.021 mg/L un-ionized ammonia is extremely conservative. However, this comparison reveals that only one discharge scenario (Table 3-3, row 1, diluted UIA =0.0267 mg/L) exceeds this chronic, instream criterion. It is important to recognize that this estimate is judged to be worst-case because it is based on the unlikely occurrence of simultaneous maximum monthly values for 48C flow, 48C total ammonia, percent UIA and the minimum monthly average value for circulating water flow. Further, although the chronic criterion was exc*eeded by approximately 30 percent, this maximum effluent concentration is diluted by a factor of two within the initial plume rise to the surface (Weston, 1983). Thus, chronically toxic conditions are not expected to exist in the Delaware River outside of the effluent plume even under the worst-case scenario of discharge of the estimated maximum un-ionized ammonia concentration of 0.0267 mg/L
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- 5. DETERMINATION OF 48C TOTAL AMMONIA DISCHARGE LIMITATIONS U.S. EPA's (1985b) Technical Support Document for Water Quality-Based Toxics Control provides a procedure for deriving permit limitations from the allowable discharge concentrations [referred to as wasteload allocations (WLAs)]. The objective of this section is to develop acceptable daily maximum and average monthly total ammonia permit limits for the 48C wastestream using U.S. EPA methodology. For this calculation, the allowable discharge concentrations are equivalent to U.S. EPA's acute and chronic (after allowing for dilution in the Delaware River) water quality criterion for un-ionized ammonia. These permit limitations (monthly average and daily maximum limits) are
- typically calculated so that they are applied at the point of discharge to the Delaware River. However, because the objective of this section is to calculate total ammonia discharge limitations for the .48C wastestream, the speciation of ~mmonia within the circulation lines as well as the dilution of the 48C wastestream into th~ circulating water must be considered.
s.1 Calculation of Allowable Un-ionized Ammonia Concentrations in the circulating water Discharge The procedure developed by U.S. EPA fo.r calculating permit limits is a statistical model which incorporates effluent variability, monitoring frequency, probability of exceeding the water quality
- 19
- criterion and the probability of exceeding the permit limit. A detailed description of this model is presented in U.S. EPA (1985b, Chapters 6 and 8) and API (1987). The required input parameters into this model are presented in Table 5-1. Input values for the probability of exceeding the wasteload allocation (Pl) and permit limits (P2) as well as the duration of the chronic criterion (Nl) and monitoring frequency (N2) are all based on U.S. EPA guidance (1985b). The coefficient of variation (0.799) was derived directly from the un-ionized ammonia data.
The acute wasteload allocation (WLAA) was set equal to U.S. EPA's acute water quality criterion for un-ionized ammonia. Although U.S. EPA's chronic criterion is 0.021 mg/L for un-ionized ammonia, the chronic wasteload allocation (WLAC) allows for a 10
- fold dilution of circulating water in the Delaware River (Weston 1983). Thus, the chronic wasteload allocation (WLAC) was set equal to 0.21 mg/L un-ionized ammonia.
The model output is also presented in Table 5-1. Of the two wasteload allocations (WLAA and WLAC), the acute WLA resulted in the most restrictive long-term average, thus, Agency guidance requires that this value is used to calculate the daily maximum and average monthly end-of-pipe discharge concentrations. These concentrations ensure compliance with U.S. EPA's acute and chronic water quality criteria .
- 20
- I INPUT PARAMETERS Coefficient of Variation CV = 0.799 I
Prob of Exceeding WLA Pl = 2.326 (99th percentile) (95=1. 645, 99=2.326) Prob of Exceeding Permit P2 = 1. 645 (95th percentile) (95=1.645, 99=2.326) Duration of Chronic Nl = 7 days Monitoring Frequency N2 = 10 days Acute Wasteload Allocation WLAA = 0.187 mg/L un-ionized ammonia Chronic Wasteload Allocation WLAC = 0.210 mg/L un-ionized ammonia PROGRAM OUTPUT Lowest Long-term Average = 0.047 (based on acute WLA) Daily Maximum Concentration = 0.116 mg/L un-ionized ammonia
- Average Monthly Concentration =
Table 5-1. 0.068 mg/L un-ionized ammonia Derivation of end-of-pipe discharge concentrations for un-ionized ammonia *
- s.2 Calculation of 48C Daily Maximum and Average Monthly Total*
Ammonia Concentrations Given the allowable discharge concentrations established in Section 5.1 for un-ionized ammonia in the circulating waters, allowable concentrations of total ammonia in the 48C wastestream can be determined using the following equation: (Dilution) * (Percent UIA) * (Total Ammonia) = Allowable Concentration By solving for total ammonia, the concentration of total ammonia in the 48C wastestream can be calculated which would comply with
- the allowable discharge concentrations determined in Section 5.1.
Discussed below are the input values used to calculate total ammonia. Dilution Minimum, lower 95th percentile and geometric mean dilution values for the 48C wastestream in the combined circulating water flow (481, 482, 484 and 485) are presented in Table 3-5 and are calculated directly from the data presented in Table 3-4. These data were calculated over a two year period and are considered to be representative of flow conditions. It should be noted that maximum 48C (2.55 mgd) and minimum circulating water flows (274.1
- 21
- mgd) are not likely to occur simultaneously as evidenced by the plant operating records. However, the minimum observed dilution (0.0013) of 48C flow into circulatory waters was used to calculate the total allowable ammonia concentration in the 48C wastestream.
Percent Un-ionized Ammonia Maximum, 95th percentile (upper) and geometric mean percent un-ionized ammonia values are presented in Table 3-5. These values, as discussed in Section 3.2, were derived from individual percent un-ionized ammonia estimations based on the pH and temperature measurements for each circulation line. For the calculation of
- total allowable ammonia in the 48C wastestream, the maximum observed percent un-ionized ammonia value was used (3.09%).
Allowable Concentrations Average monthly (0.068 mg/L) and daily maximum (0.116 mg/L) un-ionized ammonia discharge concentrations for circulating waters receiving the 48C wastewaters are presented in Table 5-1 and were used to calculate total ammonia concentrations in the 48C wastewater .
- 22
- Total Ammonia Solving for.total ammonia, daily maximum and average monthly permit limits for total ammonia in the 48C wastestream are calculated at 2,888 mg/Land 1,693 mg/L total ammonia, respectively. These limits for 48C will result in compliance with the acute water quaiity criterion at the point of discharge and will result in compliance with the chronic water quality criterion after allowance for some dilution of the circulating water in the Delaware River *
- 23
- 6. CONCLUSIONS Concentrations of UIA estimated for individual circulating water lines were well below concentrations determined by U.S. EPA to be safe for aquatic life. However, aquatic organisms would rarely, if ever, be exposed to the discharge of a single line. Rather, 48C wastewaters are likely to be diluted by several circulating water lines prior to discharge creating the potential for even lower concentrations of UIA prior to discharge to the Delaware River. For this reason, the results of UIA estimates from the scenario which assumes the dilution of 48C by combined circulating water flows (Section 4.2) yield a more realistic view of actual exposures. The conclusion that discharged
- concentrations of UIA are between one to three orders of magnitude less than U.S. EPA's most restrictive acute criterion for ammonia suggests that no hazard is presented to the organisms by UIA concentrations in the 48C wastestream. Further, given the fact that discharge concentrations of UIA are below U.S. EPA's most restrictive chronic criteria for all scenarios except worst-case conditions and the effluent is quickly diluted by a factor of two within the initial plume rise to the surface, suggest that no chronic hazard is presented to aquatic _organisms by UIA concentrations in the 48C wastestream.
Daily maximum and average monthly total ammonia permit limits for the 48C wastestream were calculated at 2,888 and 1,693 mg/L total
- 24
- ammonia, respectively. These permit limits were calculated using the statistical procedure developed by U.S. EPA (1985b) which ensures compliance with the acute water quality criterion at the point of discharge to the Delaware River and ensures compliance with the chronic water quality criterion after allowance for dilution of the circulation water in the Delaware River .
- 25
- 7. LITERATURE CITED American Petroleum Institute (API). 1987. User's Guide to the Technical Support Document for Water Quality-Based Toxics Control. Publication number 4463. Health and Environmental Affairs Department. Washington, D.C.
Public Service Electric and Gas Company (PSE&G). 1984. Salem Generating Station 316(b) Demonstration. NPDES Permit No. NJ0005622. Newark, New Jersey. Roy F. Weston, Inc. 1983. Thermal Plume survey in the Vicinity of the Salem Nuclear Generating Station - Delaware River Estuary - August/September 1982. Prepared for Public Service Electric and Gas Company, Newark, New Jersey. U.S. Environmental Protection Agency (EPA). 1985a. Ambient Water Quality Criterion for Ammonia - 1984. Office of Water. Washington D.C. EPA/440/5-85-01. U.S. Environmental Protection Agency (EPA). 1985b. Technical Support Document for Water Quality-Based Toxics Control. Office of Water. Washington D.C. EPA/440/4-85-032.
- U.S. Environmental Protection Agency (EPA). 1989. Ambient Water Quality Criterion for Ammonia (Saltwater) - 1989. Office of Water. Washington D.C. EPA/440/5-88-004 .
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Salem Generatinq Station Part IV - B/C NJPDES Permit NJOOOS622 Paqe 1 of 1 Renewal Application The permittee requests changes to the following Sections in Part IV - B/C.
- 1. ADDITIONAL REQUIREMENTS OF THIS PERMIT A. Delete the requirement for "continual" supervision by an operator. The treatment system has been assigned an N-2 classification which does not require "continual 11 supervision. Since the sanitary wastewater treatment plant has been closed, delete the reference to the S2 license requirements.
- o. To preclude modifications in the DRBC regulations from invalidating portions of the NJPDES permit, delete this requirement.
E.2.b. Change this section to read:
- b. All radioactive wastes are required to be collected, removed, and disposed in accordance with 10 CFR and the requirements of the U.S. Nuclear Regulatory Commission.
K. Delete this section since the sewage treatment facilities have been closed in accordance with the closure plan. The FSOD allocation should be combined with the allocation at Hope Creek Generating Station (NJPDES permit number NJ0025411) since sanitary wastes from Salem Generating Station are beinq treated at the combined sewage treatment plant regulated under the Hope Creek Generating Station NJPDES permit. L. Delete this section. The hazardous waste requirements are identified in Section E .1 and the sludge requirements are not found in NJAC 7:26.
- 3. ACUTE TOXICITY BIOMONITORING REQUIREMENTS Delete this section since biomonitorinq is not appropriate as currently required.
- 3. COMPLIANCE SCHEDULE Delete this section .
- SALEM GENERATING STATION MAPS, FIGURES, AND PHOTOGRAPHS CONTENTS Site Location Map U.S.G.S. Topographic Map Depicting One Mile Radius General Site Map Showing Location of Outfalls Schematic of Water Flow Photograph of Site
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PUBLIC SERVICE ELECTRIC & GAS COMPANY SALEM GENERATING STATION U.S. GEOLOGICAL SURVEY SITE LOCATION MAP TOPOGRAPHIC MAP
'TAYLOR'S BRIDGE, DEL-NJ' QUADRANGLE NJPDES PERMIT NO. NJ0005622 SCALE 1:24000 MAY 1990
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- LEGEND HAZARDOUS WASTE TRANSFER AREA COOLING TOWER 3, SALEM FUEL OIL STORAGE TANK 4 GUARD HOUSE 5 TURBINE BUILDING 6 REACTOR BUILDING 7 AUXILIARY BUILDING 8 ADMIN FACILITY AND STOREROOM HOPE CREEK GENERATING STATION SALEM GENERATING STATION 9 SEWAGE TREATMENT PLANT 10 LOW VOLUME & OILY WASTE SYSTEM 11 MAIN FUEL OIL TANK ~06N400 12 BARGE SLIP 13 SERVICE WATER INTAKE
'14 #1 OIL/WATERSKIMTANK 15 #2 OIL/WATER SKIM TANll'..--.----...---.----.----.-' 3 16 #3 OIL/WATER SKIM TAN 17 NON-RAD LIQUID WASTE 500KVYNE DISPOSAL SYSTEM OSN._ OSN.-
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16 D i DON4878 SALEM GENERATING STATION SECURITY GENERAL SITE MAP FENCE NJPDES PERMIT NO. NJ0005622 MAY 1990
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. I REACTOR AUXIUAAJES 110.9 MGD I484B I I 48C I r©
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. I REACTOR AUXIUAAIES l 3.5 MGD 1485B I EFFLUENT I COOLINGWATER#11 I N0.2 TURBINE AREA '~
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1 COOLING WATER YARD r DRAINS f TURBINE AUXILIARIES I 20.1 MGD 14 83A I I I I+-
'I COOLING WATER I I N0.1 OIL l489A I NO. 3 OIL l l487B SKIMMER f.002 MGD
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.01 I WELL WATERI .56 MGD SUPPLY [ ... 25MGD
.30MGD MGD IMISCELLANEOUS l NOTES:
- 1. ALL FLOWS IN MGD UNLESS NOTED.
USAGE 2. FLOW VALUES ARE DAILY AVERAGES. SALEM GENERATING STATION
- 3. ~THROUGH @ SEE EXPLANATION ON ATTACHED PAGE NJPDES PERMIT NO. NJ0005622 4.@ =DRINKING WATER, FIRE PROTECTION SYSTEMS, SCHEMATIC OF WATER FLOW EVAPORATION,MISCELLANEOUS CLEANING, MAY 1990 LEAKAGE, ETC.
I A SALEM GENERATING STATION SCHEMATIC OF WATER FLOW EXPLANATION OF NOTES The non-contact cooling water intake screens collect debris which enter past the trash racks. This material is washed from the intake screens with Delaware River water and returned to the Delaware River. B The turbine building flood pumps are designed to remove excess water from the turbine building in the event of flooding. They are automatically energized when the level in the flood sump reaches the setpoint. This setpoint is above the operating level of the turbine building sump pumps which discharge through DSN 489A and 4898. The turbine building sump pumps are normally operated
.in a flooding emergency except for routine testing to verify operability.
c Monitor Tank effluent is the discharge from the radioactive liquid waste system. The radioactive liquid waste system discharges through DSN 481, 482, 484, and/or 485. The radioactivity concentrations, quantities, and rate are regulated and limited by the US Nuclear Regulatory Commission. D The Non-Radioactive Liquid Waste Disposal System (NRLWDS) treats chemical wastes from the facility and is explained in detail in this application as DSN 48C. E The service water intake screens are cleaned by applying reverse flow service water and allowing - the debris and service water to discharge directly back to the Delaware River. F The flow bypass line allows the discharge of the service water pumps to be returned directly to the Delaware River for measurement of the flow from each pump. This evolution is conducted by diverting the flow from a service water pump, at a rate of approximately 12,000 gallons per minute, back to the Delaware River to allow a full flow measurement of the pump capacity. During this bypass operation, the addition of sodium hypochlorite will be terminated and the discharge to the Delaware River will be the intake water from the Delaware River. G The outfall identified as DSN 490 consists only of a conduit penetrating the earthen embankment to allow precipitation runoff to flow toward the Delaware River.
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