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NC0020605_Wasteload Allocation_19880115
N'PDES DOCUMENT SCANNING COVER SHEET NPDES Permit: NC0020605 Tarboro WWTP Document Type: Permit Issuance "-) Wasteload Allocation Authorization to Construct (AtC) Permit Modification Speculative Limits Correspondence Re: Instream Assessment (67B) Environmental Assessment (EA) Permit History Document Date: January 15, 1988 This document is printed on reuse paper -Ignore any content on the reYerse aside 0 � w w \ a� e C � a•' �1 �k'� M \ �1A �ri�y a a N� as Im �► o: �,". *+ 3 0 b Cye w A r, 1- ..r R I y Ki 1 J ,, rj v rlyl I ff w vI � 'VI 1 1 f A iA �r \ U) U A � A Ey u• a c� � b 3 _ y A � a A LO r�r (f o oLL" ® °e t� U.. • i J MM Yf i[] V V z C � a Q o a it Z 4 v 4.2 `wE V b z u `" o .:: •� � o pa ."' '" asue. ® W Q a� � .4' a o a L, w a c. A A ,� V oC V cn a U cc So 4w 4w C a co a .. a � b � Q d a a oC Q ty Nan T ;Jv of tat�r. re am n i Clf icy Reque_tor, Date of Request Qu.9- d : OGi1��T�JG EXTSTiNG TAR RIVEER 030303 EDGC'C----MBE RALEI���H BRIDGES 6/3/65 D23NE Draina e Area (sq mi) : 2180. A-v rag- Flow (cfs) : 2230 Summer 7Q10 (cfs) : 90. Minter 7Q10 (cfs) : 210. 3OQ2 (cfs) _-_-_-____._M._____________ RECOMMENDED EFFLUENT LIMIT ___________--______-___ tq.---1stefl ow (mgd) 5-nay EI D (mg/1 } : 30 Ammonia IN.+r.ogen (mg/1 so I ved C,xygen (mg/1 } • - ?� (mg/1 ): 30 I-ol iform (#/100ml } : 1000 pH { I} : 6-9 ----------------------------------- M0NITC,RING_________________________________ ps r'_arn ; Y,,'N ? : Y Locati :)n : NC 44 Downstream Y/N} : Y Location: NC 42 AND SCR '1400 COMMENTS M11--INITOR EFFLUENT FCC CCIPPER AND ZINC. LIMITS REhAIN UNCHANGED. MODELING FOR E �ICIIN TIC, 5.0 hGD IS IN E-E ATTACHED TOXIC RE+sIUIREMENT. 13 88 Recommended by ha1'iti Date l Reviewed by Tech. Support Supervisor Regional Supervisor Permits & Engineering "4C.�,C.- TURN TO TECHNICAL SERVICES BY Dates Date l/ Date _ .. Y .. _,.;.yx....,.- ,%'�.$..'^s. �.. 'u,u.'k '.:;.�a'z `. ." �.+4.. ��: - c',s y}�!s -�}F,�,_�4�. pa ,-�.,c1,e�:.;kit isn�;.� ..-t. bc�:t^=y-�VF�. 4.�cS'�!�•a.,...:•,.-n... ,��,�.(..�_ ',�{ �� �.�.� ��sy Facility Name Permit # _--90(o 6 CHRONIC TOXICITY TESTING REQUIREMENT (QRTRLY) The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in: 1.) The North Carolina ceriodal2hnia chronic effluent bioassay procedure (North Carolina Chronic Bioassay Procedure - Revised *February 1987) or subsequent versions. The effluent concentration at which there may be no observable inhibition of reproduction or significant mortality is ` . '/ % (defined as treatment two in the North Carolina procedure document). The permit holder shall perform qua ter COY monitoring using this procedure to establish compliance with the permit condition. The first test will be performed after thirty days from issuance of this permit during the months of ter_ 'L Effluent sampling for this testing shall be performed at the pe'rmitt6i final effluent 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 appropriate parameter code. Additionally, DEM Form AT-1 (original) is to be sent to the following address: Attention: Technical Services Branch North Carolina Division of Environmental Management P.O. Box 27687 Raleigh, N.C. 27611 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 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 permit may be reopened 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 a failure of permit condition. 7Q 10 _ �'iO cfs Permited Flow, U MGD IWC% / , q Basin & Sub -basin 03C� 0,3 Receiving Streamer - ��- County Ec(4? (,e&7.be Recommended by: Date **Chronic Toxicity (Ceriodaphnia) P/F at��%, W 40r la/ , See Part , Condition �- Perm t Number, : NCO020605 Faci 1 I ty Name : TARB=DRO WWTF Type of W,_9 � to : DC)M/IND ,. ErIFTiN 030au3 County : EDGECOMBE Drainage Area (sq mi) :. 2 1 80. Office : RALEIGH Average Flow (cfs) : 2230 ReQuestor' : BRIDGES Summer 7Q10 (cfs) : 90. cf Request- : 6/3/£35 Wi nter 7Q,10 (cfs, : 210 . _u.3d • D28NE _-- -------- ------ -- - - - - -- RECC=r=MENDED EFFLUENT LIMIT - -____-____-_-_______-_--_ summer winter~ Y.as -_ -f low (mgd) : 5 5 3-Day BCD (mg/1) : 30 30 �=:?,Morl ; ,s Ni trc�en (mg/l) : 9 18 s,ol ved '2'xyg=n (mg/1 ) • 5 5 w mg f : 30 30 30 _Zc,a1 Col i form ( n/ 100mI) : 1000 1000 (SU): 6-9 6-3 __-___--__-w____________________ MC, NITCRING------_____-______---____________ pstream (Y/N ` : Y Location' NC 44 ownstream (Y/N) : Y Location: STATE RC'AD 1400 COMMENTS EE ATTACHED T'U=XI'2 REQUIREMENT'S' FACILITY SEEMS TC= HAVE A PROBLEM WITH HIGH ECAL COLIFCRM CCUNT, THIS SHC'ULD BE REMEDIED. IMITS� FOR EXISSTING WASTEWATER FLOW (3.0 MGD) HAVE ALREADY BEEN SENT OUT R Ai°PRCtVAL/REVIc:W. rCe5 - r__________________________________ t '3_ --------- Recommended b y Lo.,7s Date -- R,�vi evved by: Tech. Support Supervisor Regional Supervisor Permits & Engineering RETURN TO TECHNICAL SERVICES BY Date g� Date Date W it , se j Facility Name __ l a rlC - ro Permit # g?taia 0,6 CHRONIC TOXICITY TESTING REQUIREMENT (QRTRLY) The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in: 1.) The North Carolina Qrriodaphnia chronic effluent bioassay procedure (North Carolina Chronic Bioassay Procedure - Revised *February 1987) or subsequent versions. The effluent concentration at which there may be no observable inhibition of reproduction or significant mortality is 8. t , % (defined as treatment two in the North Carolina procedure document). The permit holder shall perform 9A ter Y monitoring using this procedure to establish compliance with the permit condition. The first test will be performed after thirty days from issuance of this permit during the months of Jan AD h 4 -- Effluent sampling for this testing shall be performed at e N perrzVtte&final effluent 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 appropriate parameter code. Additionally, DEM Form AT-1 (original) is to be sent to the following address: Attention: Technical Services Branch North Carolina Division of Environmental Management P.O. Box 27687 Raleigh, N.C. 27611 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 doseiresponse 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 test data from this monitoring requirement or tests performed by the North Carolina Division of Environmental Management indicate potential impacts to the receiving siream, this permit may be 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 a failure of permit condition. 7Q 10 Ci D cfs Permited Flow J : MGD IWC% E Basin & Sub -basin Receiving Stream Ta,r 'P, , County � o -13 r� Recommended by: �L Date 3 "Chronic Toxicity (Ceriodaphnia) P/F at�)w'/o,� n. AD; ; ft 1.► C. � , See Part P , Condition s ! C.D , v to,/63 4,9 18; q I`,, -—— v•. i e 1�10 . e 5,q/ o ,'33 �,9/(S,qu - c'), 9 6 0,9 .57, e;,qZ ,Ce-4 ':7. V/cl , q- V V z i AYq , 1,3.3 S/ 4 ' 0 . � i s J"� Wwrp (kGL D zz3o p;8 cos`c? C1 :4 4(3(,;,-zc t =35L 99. We �. OC - 0b3c�• -DA = z,-( 4QLo5 iql:t,4(CL q zz 3c� 3G(Qz = 3Gc) coZ,�=2�i2 ( 9 Ci ©a- z 2 9 3 o :;, = Lt . (.-, b ,(�o — Z— tom, � �. kx, kA C) "Z 6 R c--) %A > Kla -S z 2 -3 e- . ........ . � C1 � la � '� la . Ito'/t � � � � = �; , � �P F'yl L) 7- C), %4,-o-k �1 %t�i tom' Ka 5 4t 0301 C) CuL ( � ake CN4� -7k,' l� 7/6 z 6,15 S` , l L1,52- VvO+ 6'I%3 .5.�r�`� rv� V ke� ! r 0\41 A\j I Uf,.1M E R' NIB0C, & i T t h 1 A R B C) R -3 W �A� I P 'TAR RIVER SwF Mi u lam.! �w/� 0 N B C- 0 DO,% a w f w Flow P,-i 'i w' p o i n t R, a t;; �1 � � �l'1' � / i .' ti m g /I al 9 d, 1 P, w 4.a (.., It I 2 0 K 0 0 0 b 00 0 d 0 0 0 R 00000 qFf iD( Mk{ i r AT iC3k7 m ` V[•:t1 scI)at 9e1' � �..hifi1..twt( twl �hr�h�I�` � ��ttiL�a„t1 �� m 0J�� +�} k e yyc �F- i yv i n � w t r, a �f Ill � 90. T� A R R I `%? E i, !�J t f�° i tFTl ja •,,.' �� 7 ri i t l 7 t f st 10 s 9 0 4 1h7 ,i n 1,r e f� t iwt i c y 1 LENGTH 1 SLOPE1 VELOCITY 10EPTH I Kd I Kd I Ka j Ka I KN I KN I KNR I OR I I Mile I ftjmil fps I ft design; @201 Idesignl @201 Idesignl a201 Idesignl @201 1 Sepe nt 1 _• I 1 6,101 I 0.701 0.444 i I I 1 3.32 1 0,28 10.21 i I I I 1 0,58 1 0,511 0,48 1 0,30 I I 1 0,48 1 I 0,00 1 Reach 1 5egmeot 1 I I 1 3,621 0,701 i 0,444 1 i I 4.04 { 0,28 1 0.21 I I I I 1 0,57 1 0,501 0.48 1 0,30 I I 1 0,48 1 I 0,00 1 Reach 2 1 I I I I I I 1 ( I I I I 1 F .1 a C C 'a rM :M rw 1 7 v 750 1 45.000 1 40.000 � Tributary 1 0.000 1 2,000 1 1 m 000 I R,ur°ioft 1 I m4.w�0 1 2, 00r,i 1 I� 100 1 ;hr 1 1!. I� 0 0 O m +�.'.j 1 0.000 I y y T r I: �..: I S r i,5'� (0' 1 iri s k i i, � 1. � i �Cl /0 c o o l( I , I r ,i 6 `"� D t.Jl 1 s my/ 1 1 5.000 570 6 m 5 7 0 0 570 0,000 0dJ70 6.570 S UMM E R D - C. b N B CJ El F I ow 0.0('.l C3 . 4 4 214, 97 d 7 5 0.20 G., 3 4 18 98 .04 ,40 6 . ".). 1 5 " 3 1 1 2, 9 81 6 1 113 0 98 .89 1 00 1 5 1 c 23 9-1 99 I . 20 6 1 07 15 . 1 .1 7 9947 0 6 5 . Qis "31 8 1 99 . 7 E, i 60 5 9 16 5 . 0 2 d 1 C) 1 00 .04 1 18 0 5. �:,i 4 97 3 70 100 . 32 2. 00 5 . 36 94, 3 . (3, 4 1 00 .61 2.26 '150-2 4,88 3.59 i0olgo 4 ID S. 7 71 4 . 83 54 10 0 73 4 � 7 9 8 1 0 1 A 7 2 80 5 69 4 . 7 b. 3 4 3 10 1 75 oo r D 65 4 . -i 0 7, J '1 0 2, 0 4 3 20 5 . 161 4 , 6 -5 3 33 '10 2 3 3 4-0 5 51(,.. 4 � 6 1 3 2,•� 102 .61 3 .11.30 5 54 4 , 57 3 1 '-) 2 9 0 0 5 51 4 , 5 0 18 1 4 .00 5A48, 4 .49 a .14 '1 03 4 7 2 U 5 . 5 4. .45 3 . 09 10 76 14 '40 5 . 2 4 4 0 3 05 '104 A 04. 4- -. 6 f0 5 , 3 4 3 t,,, 3 00 104 3 480 5.37 4.32 1046'1 5 .00 5 . 34 4. . 2, 9 2. 9 0 4 . ',-)0 2 n. 2 25 2 87 5 4 0 4 21 2 8 10 5 . 4.. 5.28 4 . *17 2. 79 105.76 5 . .0 0 5 . -" 6 1 2" 75 106 , 04 I G' .00 5.24 4 . 10 2 1 106. ") 3 1 6.40 5.21 4.02 2a63 106.90 1 6 0 5. 1�5 -d , 9 2.59 107 e 19 2 113.60 5.20 3.98 259 10-7a59 6 0 5. 16 107 63 2 7a00 5*17 3 3 92 2.52 2 0 1-- 15 3 el 9 2 a 4. e, 10, . 73 2 '7 .40 5., 113 3. 86 2.45 1 0 7 7 7 7 .60 5 12 3 3 2 * -1' 1-) 4 10 -� 1 . 814", 7.0,0 5111 3Ao '2.39 107.06 8r:20 I d 1 1 t a 74 2,32 io'7.96 4.2 Ell . . 0 5 0 Z.) . -,r 'i 2 - 29 108.00 2 8160 506 3.68 '2A26 '10,81,05 X� 4. 0 . 181 0 5 0 5 3 165 r-. . 2 3 108.09 2 9.00 15.05 ').62 2.20 '108,14 2 .20 5e 04, 9 ew 1 it 10 Ell I i 91 2 9 40 5 J 3 3.56 2 15 108 23 2 L! 60 5 03 2 8 0 5 0 2- 3.51 0 9 103.32 2 10, 00 E� 0 11) , -d 4 8 2 .06 10 8 3 7 '10.2C 01 3.45 2 0 '10 0, 142 10 4 0 0 1 Oa 4 2 'i 0 eZ 0 1 5 A 0 1 41 0 1 '1 0 IS, R 5 1 1 i J a 8 ! s 00 w/ 1 96 10 8 r tw 1 ' 1 1 ,. 00 8 � 00 11,35 1 . 93 '1 (�8. 60 2 1 1 210 5 . Co w' . 32 1 .90 10G .65 1 ? 1 `I :a- 0 5,00 1.38 '108,69 1 1 6 60 5. 00 3 a 27 1. 85 1 Cla . 74 1 1 1. 00 5.00 3324 1: l�.? 108. 7 8 2 '12.00 5100 3.22 1.811 1o0�E'113 Ao 1 . 10 '10 .88 1 `? 1 2 3 4 0 3, 1 7 1, 7 0 108.92 1 '1 2.60 8. 0 '1 14 1. 74 10 8. 0 7 i 2 12 , ":10 'y.f rw 0 .1 I S ,1 2 4 ; . 7 .1 ! 1 i � $ � ; C1 �; 7 .1 1 2 n.,� 1 ,.. :a 0 0 5 a 0 1 ^�^�. w a 1 0 p 1 a 6 0 109.06 1 2 1 3 0� . 0 � rr ;.1 '1 , 67 '1 C) 9 , 1 '1 '13 0 5.02 3.05 1.80 109.1 1 2 1 N .60 5.02 w' .02 1.62 109$20 1 ' 1 .., , 0 5.0. 3.00 1 . 50 10924 1 114 . 00 1 . 0 2 $ 06 1 . 58 1 09 .29 1 14 . 20 5.04 2.95 1 J 56 '1 09 A4 1 2 14 60 5.05 2m9'1 i �82 109.43 1 _ 1 4 c 00 d 06 2 . 89 1 . 50 1 09 .47 1 '1 a00 5 07 2.86 '1 �4E: 100z82 l ,; I f� :.. �. c l-,) .. 1i 1 l✓ s Mr a I 1 w ! � `t lJ C" i Li 1h� NF3, TAR' RIVER m g / i i i I . p o 1n 't: F w rC h it(rr!g i,uach 1 !� 3 :�� � 1 .00 5 .00 5 010000 1. w. c II ,' C' . 00 Q . �fl 0 s 0�,� 0 . 00000 MOIDEL SUMMARY DATA • i .� M .,� t,. 4�� , i.. 1 .. A R B ,,,' F, w' ..i b b a w. 7[ 1 w 030303 ,i'T w i V i (., LK 1 i i 13 `�`, r, C-, a III r l I S �Yf l 1 `. w t f yu ;! iri 'w w '� • 1. , ;! o r.. 9 0 Sn� '� r�i � w r r' Q- *I 0 s Y � 10 . I LENGTH I c,L,-PE I VELOCITY I DEPTH I Kd I Kd j Ka I Ka j KIN I KN j KNR I KNR I I mile I ft/miI fps I 'it Idesignl @200 ►design► @20' ►design► @201 Idesiqnj @20' I Segment I I I 1 I 8,1101 0.701 0.444 I I I 13.92 10.28 10,21 I I 10.58 I I I 0.511 0.48 10,30 I I 10.48 10.00 j Reach 1 Segment I i I ; I 8.621 0.701 0,444 I I I 14,04 0.231 10,21 I I 10i51 I I I 0,501 0,48 j 0.30 I I 10,48 10.00 i I Reach, 2 F'It�ktir I I w a, t e. I e LJ I 1^,. "a,dWiit wr•.i I 90.000 I Tr,.i bu,tai''y I 0.000 I 1= l fi c'- ff ; 1 " 4 �1 0 I terM,,w. I o 000 I r. mia/ l I ing 1 I Mg/ 1 I o a 000 17 -1 o o o I :3 e 000 'goof.' I {.'ikrl I<w 0 2.000 I 1.000 o ,> o ,` o 2. 000 I 1 . 16o I 6 , r 70 0.000 ( 0.000 I 0.000 12 r 000 I .; . -15o 6.57o ' -,00o I 1 . 1 ;o I o� 7(0 r UMMER r � _ B OD A f -i � F...! f'ti I ,. V'�� 5'�1 I f" i W L A W I.- A V,l L A r,1 n t Rea C, I`1 # ; m y / .� 1 �, tl`1.� r� ( f n q / { q ,-'J rflerIt 1 a00 '1 1 40 � e' a c 11 I p J f a 5 I. i r 4 5 s �(+.^,� (1 ��(� 5 .00 0 �}t }�� 5 a i((''�i �.Jyy R. z �"�c 1 G 0.00 0 00 0 w 00 {0 rr0 �/4',j� 0 n 0 Jt?0CI