Loading...
HomeMy WebLinkAbout201706201145Z %`J I �%`fi��5 Oi�3 GO/`�'� b: f;��v" a:��' Cifl L c,� tfi `.J''r' F'.'-y�iE�✓G � . NPDES WASTE LOAD ALLOCATION PERMIT NO.: NC0003573 PERMITTEE NAME: E.I. DuPont de Nemours & Co., Inc. FACILITY NAME: Fayetteville Works Facility Status: Existing Permit Status: Renewal Major � Minor Pipe No.: 001 Design Capacity: 2 MGD Domestic (% of Flow): 3 Industrial (% of Flow): 97 Comments: OCPSF information attached. 001 flows into 002 before discharge to ever RECEjVING STREAM; Cape Fear River Class: C Sub -Basin: 03-06-16 Reference USGS Quad: H23SE County: Bladen Regional Office: Fayetteville Regional Office Previous Exp. Date: 5/31/96 (please attach) Treatment Plant Class: III Classification changes within three miles: None Requested by: Greg Nizich Date: Prepared b37: Reviewed b� _!�� ��� Date: Date: ��f � �, 12/6/95 Modeler Date Rec. # � ,�- � , , -. � � 7Q10 (cfs) Winter 7Q10 (cfs) 30Q2 (cfs) Toxicity Limits: IWC % Acute/Chronic Instream Monitoring: � ��� �" Parameters � t°'/ � � � ���.1t� �C�� Upstream Location Downstream Location OUTFALL 001 -Process Wastewater Recommended Limits Monthly Avg. Daily Max. Flow (MGD): 2.0 BODS (lbs/day): 157.5 420.1 TSS (lbs/day):_ 262.5 853.3 DO (mg/1): pH (SU): 6.0-9.0 6.0-9.0 Oil &Grease (lbs/day): monitor OCPSF Parameters: ** ** Please refer to wasteload allocation fact -sheet for attached list of OCPSF pazameters and limits. Comments: 6 ��,U �%�F�,vT-_(-��`(�T'� +: (_��c:__ D 357 � f? - - -- _ _ _ -- - - -- -- - - - --- � — 9 D E-T-���r�)_) �)%`L�1-r ��r�J Qt= - �' nn�� _ �=�Y�` t .�lvC�, r LOlca _l ��� 1 coo I I. 0.1%x! _ -- �%'S C7 , `� t 12 I �y - � �`�zr_S- - ---- --- - - --\�-� ----- o_, 77_�I � - - ---- --- - - vC, O , �3 Z r! C-zb t --------------r��`,'---�Nc�,�T�c_---�^�--g-PPcrc�-�,oA.;-----_L-Its--_D,-��3- �-,-�.�_ Fdr�- - ooh - -- _--_---_�Z�3��- ��-- r` ow--I_S QGPS;- - _-O.?S7Mc,_D_ _ ��E2--_�4ou.-_��X`-�-�cf.�_1�_ -- - _ __ - ------ � � 4 ---5 v/�y�� /�7-- - �� --- -- - - --- - - -- --- --- --- ---- Da, l a=o,7��---- Lj- -------- ---- - ---- - ii -- - -- ----- � b -. — -tt �-� / -- --------------------- � SS �� 1 �U i SS ---- --------- Pf-j � - g ___------------ --- Sati����L. >� i� -- - - ------------- �' o D -- � ° - --- —`�' � S 3v ti5 --- - --- M � �-------tea; I,� Q : o. vo(. �3oD � , 5 Z. Z5 -t5s I,� z. z� (..ol-r/j��VE/� �20LC-SS � 7aNr i i4-��- - �! �=--- --- ---- J � ii-- -------- -- - M � . � � �-- IjDD IS-1,St 1,5 q�c,l +� Z,ZS 30D 159,o'�Ipn,l X122,3 ���,,�..�_ T55 zG2,,+ I,5 S{>,3+�.z5 ' SS Z�ti.o''�� �SS,S''%�n� 12/7/95 G uPont � Bladen County NCO003573 "utiall ®®I _ Effluent Characteristics B®D5 (lbs/day) TSS (lbs/da) H Monthly Average 157.5 262.5 6.0 to 9.0 Daily Maxirnu,nq 420.1 853.3 6.0 to 9.0 - Co nn end J BPT BPT BPT Outfall 002 and 003 are not subject to CFR limits_ f Above limits are based on a process flow of 0.787 MGD in accordance with EPA guidance (lon -tcrrn a-'[CjJ. flow - 1992-1995). Small allocation also given for 6,000 Qnd sanitary wastewater. ` Ty e of Product Produced Plastic, Nylon, and Tae products Lbs/Dax Produced N/A Effiue. t Guideline Refez ence 40 CFR 414 Snb arts D & I Outfall 002 and 003 are not subject to CFR limits_ NPDES WASTE LOAD ALLOCATION PERMIT NO.: NC0003573 PERMITTEE NAME: E.I. DuPont de Nemours & Co., Inc. FACILITY NAME: Fayetteville Works Facility Status: Existing Permit Status: Renewal Major Minor Pipe No.: 002 Design Capacity: Domestic (% of Flow): 3 Industrial (% of Flow): 97 Comments: RECEIVIlVG STREAM: Cape Fear River Class: C Sub -Basin: 03-06-16 Reference USGS Quad: H23SE County: Bladen Regional Office: Office (please attach) Previous Exp. Date: 5/31/96 Treatment Plant Class: Classification changes within three miles: None Requested by: Greg Nizich Dom; 12/6/95 Modeler Date Rec. # �_ - treamin on 1 . OUTFALL 002 -Non-contact Cooling Water Recommended Limits Flow (MGD): BOD5 (lbs/d(lbs/day):COD (lbs/day): pH (SU): Flouride (lbs/day): TN (mg/1): TP Monthly Avg. monitor monitor quarterly monitor quarterly 6.0-9.0 monitor Daily Max 6.0-9.0 5000 (mom)• monitor Temperature The temperature of the effluent shall not cause an ('C) increase in the temperature of the receiving stream of more than 2.8°C and in no case cause the ambient water temperature to exceed 32°C. Facility Name: NPDES No.. Type of Waste: Facility Status. Permit Status: Receiving Stream: Stream Classification. Subbasin: County: Regional Office: Requestor; Date of Request: Topo Quad: FACT SHEET FOR WASTELOAD ALLOCATION E.I. DuPont de Nemours & Co.- NC0003573 97% Industrial, 3% Domestic Existing Renewal Cape Fear River C 03-06-16 Bladen Fayetteville Greg Nizich 12/6/'95 H23SE Wasteload Allocation Summary (approach taken, correspondence with region, EPA, etc.) Request � « X399 & 8 k00 Fay ettevWorl's'_� ' S'. Stre Sam Characteristic: Regulated .; ource: Jordan Dani) -i Date: 1989 Drainage Area (mi2): 4790 Summer 7Q10 (cfs); 791? Average Flow (cfs): 5676 IWC (%): 3.2 The Fayetteville facility has two main process areas: 1) Butacite and PVB intermediates and 2) Nafion and perfluoronated intermediates. Currently, both process waste streams go through the treatment plant and are discharged via Outfall 001. DuPont is proposing to route the Nafion stream around the waste treatment plant because the only significant pollutant in it is fluoride which is not removed in the treatment process, so the Nafion stream only constitutes extra hydraulic loading that lowers retention time in the plant for the treatable PVB waste stream. The Nafion stream would have to re-enter the Outfa11001 stream prior to the OCPSF sampling and limitation point or such requirements will have to be applied to it separately. Only minor changes are recommended for this reng al. Updated application of federal effluent guidelines will cause a slight reduction of BO��imits for this renewal. TP/TN monitoring requirement has been shifted to Outfall 002 in order to measure nutrient loading to the river. Please also note the addition of instream monitoring requirements. Special Schedule Requirements and additional comments from Reviewer s .:;> 4':.r _4'� � E .�..✓..J�_ r J- v'4 m.- _-8n'. 'x '.c" �." •�t � � t,4'A '_ `/ l .... � ,r a Recommended by. Reviewed by Instream Assessment: Regional Superv isor: Permits at Engineering RETURN TO TECHNICAL TOXICS/METALS/CONVENTIONAL PARAMETERS OUTFALL 001 - Process Wastewater Existing Limits Monthly Avg. Flow (MGD): 2.0 3OD5 (lbs/day): 175.4 TSS (lbs/day): 292.3 DO (mg/l): pH (SU): 6.0-9.0 Oil & Grease (lbs/day): monitor TN (mg/1): monitor TP (mg/1). Flow (MGD): 30D5 (lbs/day): TSS (lbs/day): DO (mg4): pH (SU): Oil & Grease (lbs/day): OCPSF Parameters: monitor Monthly Avg. 2.0 157.5 262.5 Daily Max. 467.7 950.1 6.0-9.0 monitor See attached list Daily Max. 420.1 853.3 6.0-9.0 ALL 002 -Non-contact Cooling Water Existing Limits Flow (MGD): BODS (lbs/day): COD (lbs/day): pH (SU): 4ouride (lbs/day): Temperature (°C) Flow (MGD): Fl BODS (lbs/day): COD (lbs/day): pH (SU): Rouride (lbs/day): TN (mom)' (fib M 6 0 TP (mg/1). Temperature (°C) Monthly Avg. Daily Max. monitor I� monitor quarterly monitor quarterly 6.0-9.0 6.0-9.0 5000 The temperature of the effluent shall not cause an increase in the temperature of the receiving stream of more than 2.8°C and in no case cause the ambient water temperature to exceed 32°C. Monthly Avg. monitor monitor quarterly monitor quarterly 6.0-9.0 Daily Max. 6.0-9.0 5000 I� monitor monitor The temperature of the effluent shall not cause an increase in the temperature of the receiving stream of more than 2.8°C and in no case cause the ambient water temperature to exceed 32°C. 3 WHOLE EFFLUENT TOXICITY TEST Type of Toxicity Test: Chronic (Ce�hnia) Quarterlyr/14 @ IWC Existing Limit: P/F @ 3.3% (applied to combined final outfall) Recommended Limit: Renew with existing limit. Monitoring Schedule: Feb., May, Aug., Nov. Limits Changes Due To• Change in 7Q10 data Change in stream classification Relocation of discharge Updated application of fed. effluent guidelines X New pretreatment information Other (onsite toxicity study, interaction, etc.) BOD, TSS, OCPSF parameters o� � ���ffyo, Parameters) are water quality limited. For some parameters, the available load capacity of the immediate receiving water will be consumed. This may affect future water quality based effluent limitations for additional dischargers within this portion of the watershed. X No parameters are water quality limited, but this discharge may affect future allocations. Upstream Location: Downstream Location: U.S. Army Corps Lock Parameters: INSTREAM MONITORING REQUIItEMENTS Kom Prospect Hall Landing Temperature, Dissolved Oxygen, Special instream monitoring locations or monitoring frequencies: Instream monitoring for fluoride should occur monthly. s (�k A 49&ttz D MIS ..I LANFOUS INFORMATION & SPECIAL CONDITIONS Has the facility demonstratede ability to meet the proposed new limits with existing treatment facilities? Yes No If no, which parameters cannot be met? Would a "phasing in" of the new limits be appropriate? Yes No If yes, please provide a schedule (and basis for that schedule) with the regional , office recommendations: 4 r , s If no, why not? Wasteload sent to EPA? (Major) Y (Y or N) (If yes, then attach updated evaluation of facility, including toxics analysis, modeling analysis if modeled at renewal, and description of how it fits into basinwide plan) Additional Information attached? Y (Y or N) If yes, explain with attachments. 1. List of OCPSF parameters and limits. 2. Summary of federal effluent Guidelines applied to WLA. 3. Toxicity test fact sheets. Facility Name EMS CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (QRTRLY) The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in: 1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure(North Carolina Chronic Bioassay Procedure - Revised *September 1989) or subsequent versions. The effluent concentration at which there maybe no observable inhibition of reproduction or significant mortality is % (defined as treatment two in the North Carolina procedure document). The permit holder shall perform quarter monitoring using this procedure to establish compliance with the permit condition. The first test will be performed after thirty days from the effective date of this permit during the months of 115 F l�\j , AArt a k 1, . Effluent sampling for this testing shall be performed at the NPDES If permitted Mial effl�ient discharge below all treatment processes. All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge Monitoring Form (MR -1) for the month in which it was performed, using the parameter code TGPI Additionally, DEM Form AT4 (original) is to be sent to the following address: Attention: Environmental Sciences Branch North Carolina Division of Environmental Management 4401 Reedy Creek Road Raleigh, N.C. 27607 Test data shall be complete and accurate and include all supporting chemical/physical measurements performed in association with the toxicity tests, as well as all dose/response data. Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for disinfection of the waste stream. Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly monitoring will begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will revert to quarterly in the months specified above. Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Environmental Management indicate potential impacts to the receiving stream, this pemut maybe re -opened and modified to include alternate monitoring requirements or limits. NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism survival and appropriate environmental controls, shall constitute an invalid test and will require immediate retesting(within 30 days of initial monitoring event). Failure to submit suitable test results will constitute noncompliance with monitoring requirements. 7Q10 � cfs Permitted Flow 4� MGD IWC If 2Z % Basin & Sub -basin 0.3-6(a� /L7 Receiving Stream Pe, r kiI County1��k QCL PlF Version 9/91 Recommended by: M O M CD OD (O w m w e} W M m M 0 M w 0 W 0 et O M N I O� M 44t •t n M M W N M _ •t M v r O v v o o v M aD M 00 00 O M (n 0 Ol pp r (p N r 0 wl d' r r r r 0 r N I(1 N O r r N O r r f\ (D N r N M r r r N et S M O C 0 0 0 0 0 0 O O O O O O O O O O O O O O r O 0 0 r 0 0 0 0 0 0 0 0 0 0 0 0 (tl f11 (tl fD f0 (D R1 l0 (O N (tl (d ld 10 R1 fD (tl D 'D 'O 'O V 'O 'O 'O 'Oo 'C 'O 'O 'O 'O0 'Oa ho V 'C 'Oo 'O 'D 'O 'O ma mo 'C 'O0 'O 'Oa V 'O 'O 'O 'O mo 'O �f� ^MMO�O1rIA�d'net W NMOrnvvv(n0O(OrNOf(DethNh(OMsthaD GO (D 01 � GD r aD lL) tp CD In In O � n ap aD (0 tq M a0 M h O O a CD V' N O 'l N O h C =' M in M N r Ql et M M M M M h M (O O N r r M !� 1p N N GD N h d' 1p N M M et et CO CO CD r LL LL LL LL LL LL V LL LL LL LL LL LL LL LL W LL LL W LL W LL LL LL LL LL LL LL LL LL W LL LL LL U. LL U. LL r M M M M M M Z M M w M M _E aM M M MMM M M M M M M M M M M M M M MMM Ma as aaaaOaaaaaaaaaaaaaaaaaaaaaaman0 aaaaa8888888888888888888888888888888888888 y • LL ob EC c' v 4 E v E M E a^ o M c -Q ^ N -Q 'Q .Q P ,Q o o n bi N ({�ppi o ai Rw N B r N N c C C N C C rte- O C OD N c C C m c C P r Wn 41��Vtt CID r7 r7 a99a9331 9 � N b N N N N N V/ N N N N N tq N I� m N W tq vl N tq C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C �o��nE mE�E��uNi°�t(�ic��E v��rnrn Q vZ P $E -Q-Qoc°� m$ v v N n of rn N E c n rn (4i °c co cc c c Ri °� rn Cl) rn c n co n N N 1q N N N fq N N N N m N N W N h N fq N In Ip fq tq t0 N N iq C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C o 0o w Wo a 8i u! N O C 0 0 C Ay 0 0 0 ) 0 0 o f n) o E o 4 0 0 n c n c o c c °c n c r$ c c c c g� o E12 P E E E E$ E �Q E1? E E E E P E E C C C C C C C C C C C C C C C C C C C C C C C C C C (NQ C C C C C C C C C C C W LL l(pUL (An w {UL � IUL LL IUL. IUl LL lUL l(ULy LL LLpU. lUL pLL lL LL LL lI. LL LL LL lUL LL � lUL lUL LL lUL lUL tUL lUl. LL lUl. LL lUL f0 �Nyy O O �p pp �p CD pp N N OO N pp �p ow N RitO ��pj �pp�CY OD Oi r� N O 0 0 0 0 0 06 0 o c o 0d 0 0 0 0 0 0 0 o r o 0 0 0 0 0 0 0 0 0 0 0 0 0 0Go01 d r o 0 0 0 o r o 0 0 o r d o r o d o 0 o r d d r v o 0 o r o 0 0 0 0 o r o N tO�� O � D N N h r: M��N �n�oi 9 NN� N O 2 NV V 2 M Nq v my V vm v CL CL CL iC Vchi {qmcS� Lm (OJ vN G@ $ cv v �C . mt C m Q 0c a000 o mrm Ic mmQ t m vyvv U aa6:'gI �cuc2c Q Q ��Nt.2Ucvch.46ch 44(bO m ahZZs(b2 U U N r VZ r r a TM: � W N f�f N lL � i S� 2 TZ C< (#I a s 7% T (O h N W et et V V et y et qqt d' w M 0 0 0 0 0 0 th h Cl N '4(A If> 14t V a %t a Rt f0 It h M D7 0 0 0 0 0 0 tx W (D r IA r r r r r r r r r r r r r r (D 0 0 0 0 0 0 O a � O O O O O O O O O O O O O O O O O O 000000 T T T T T a T T T T T T T T T T T T T T T T T T (d (tl lD lb lt1 ld (0 fC (D ld fd fC f(! (C ftl R) fD W:7 l0 (d (d (D (d fd v v v 'o 'o •o 'o 'o mo v 'o 'o v •o •o 'o •o 'o a a 'o v •o •o 'o r V N CD h O O h h h h h h 0 CD In et O et 0 0 0 0 0 0 M h M O W O O W M M M M M V (O N N W h 0 0 0 0 0 0 C� CD M M M M a a M M M M M M et M IA M h Ol 0 0 0 0 0 0 r O r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r (O 0 0 0 0 0 0 LL LL LL LL LL LL LL LL O a aa s LLLL LL LL sLL aLL aLL aLL aLL LL Z aLL aLL aJ d a aILas aa a8LL an QLL.88888888888888888888888 co co ej N E$ o o(rnOn c(u�c�o 0 0 0 0 oM =C c c c N 0 Ln N e c e v a� EEELPE QEEPPEEPE(�PEP h g cc c c c c c c c c c c c c c c c c N N N (ry N L=•' 4 V' Om/N O O O to xa (o P oM2 OR EPPEPoal00 u MOD g O1 0 8 J C C C c C C C C C c C C C C C N C C C a � r 0Lf) 9 0 0 0 0 0 0 0 o$ cc rn 10 0 0 0 0 0 0$ E o P E E P P E E P E E P P E E P o P P Eg o 0 0 0 $aaog000 C Y J o o o 0 O O O o O O o o o 0 o O o O �j h 4i N$ 9 a Z LL �j U U U LL U LL U LL U U U LL U U U<� (n n 4 a 4 4 0O 00 0O 0 0 M0 OO O 0 0 0 00 E 0 o c o 6 0 0 0 0 0 0 0 0 0 o O C O G C G J o E a E o 0 0 0 6 6 0 0 0 0 0 0 0 0 0 0 0 0 0 06 LLcc � 0 0 h O N N N N N N N N N N N N N T O >p C O N W •- � � t�'S '- (�i L C3 0 C3 0 $ top E N (OJ o e m a � o. V < v v s c LLCL m e m � baa m ovc ne c c o m Qr �UCRU2F� E m h o o o$ a �i m o U A 14 S4 8 X a m E .} t$ E m o c c Q !° lo- H F° H H d m � ai U a a LL 0. F- fl 5 EU M �o ..ado F z�r w�z a a, w � Q T a T T O ao 0 c� U 0 0 t " 3 a� ?3 y '> b cA ;o 0 ;o gyp" Y � . U O S ,,o U O 1� rr) C ~ Ci Q a� .., o 0 U �w W 't! U L t � o 0 �z A � 00 a �opin U tj o it oCL a� aH c U b f O � ps � Lip) if) Cn 4.� 00 C oz �O COO Cl Q. C C G v) ^ c EA'b m � p U a o �Qcn �P°h m.x V O C) w W � a EO C ~ Q a� .., o a� �w W 't! U 0 �z e a U tj o oCL a� aH U b O � P, o 4.� oz �O COO Cl Q. C� 5� w /V/JTz- - --Co — _1_0�_- ---- -- -- -- 3 --- -� 7 `I - - ----- ---_ ------ V_Cz.o. Z053coo,- - --- - 91 O. 7G•�!P 4V6, l w_( Ltl -�- ------ " 31� 7:6 3OD 57,5 �IZa,I �O /3�7 ISS ZloZ.S �53,� trra moo: 3oD -- - -- -- -----------r5 s_ 30 — 4 5-- - - GDM/j11JE/� �20L�,S --- - --- Mv.----��� r3ob I , 5 2. ZS r5s 1,5 2* Z5 i3o� r5�,5t i.S 4ao,i r 2,25 r30D 159.Darfla 922,3y%,� _ ------------ TS z.� ' S 5 264, 0'' q55, 5 +s - - - -- - - - - - - - s _ _ - �9Ay- - -