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HomeMy WebLinkAboutNC0038377_Waste Load Allocation_19870115r Engineer Date Rec. �'j NPDES WASTE LOAD ALLOCATION Facility Name: L - MNO S7VA,', 6C.EciIe(c- &A„Jr Date v ' Existing Proposed 0 Permit No.: N c -aa 383?7 Pipe No .: Do ( County: PSR s (yt baQG c Design Capacity ( MPD) : VA{ILI � S _ dustrial (% of Flow) : (oo'7e Domestic (% of Flow) : Receiving Stream: _ Mio RClass: C Sub -Basin: 0 3-6Z -O$' Reference USGS Quad: L3 -5 (Please attach) Requestor: &AVChS14 Regional Office /TKO CvQC.r.IG IaWER &Ot.Jb"4 ,D(Sc-Wr fjG is Sf{ poAd , 7 ,ri / �o /�S�c�•,� Guideline limitations, if applicable, are to be listed on the back of this form.) Design Teanp.: Drainage Area (mi 2) : Avg. Streamf low (cfs) : 7Q10 (cfs) l ala- Winter 7Q10 (cfs) 30Q2 (cfs) Location of D.O. minimum (miles below outfall): Slope (fpm) Velocity (fps): Kl (base e, per day): K2 (base e, cer day): Effluent "onthly Characteristics t_verage Comments J­- Original Original to ation 0 Comments: f o�� aQ��6� (Gl �Dtn U IYtP.tti[ '`�� Bevis 1� ' on ® CoMi a on ® l• U Date: epared By: Reviewed By: q n .r ; For Appropriate Dischargers, list Complete Guideline limitations Below F Effluent Characteristics Average Maximum Daily Average Qbmments Effluent Guideline Reference AOSSU. FAO S'TJ9Mc mew (..' <<i 'cwlJ a. e•� �ar - 19t4`0a. ±- Cath:� fs�JG /'►s:w�C+a4ret Yrlla� v1.la :u�.ti► C�, Z ,Q O.Z A4 -k /.0 AW BPT AJ nV�lo�i lh�k�M"� ,JG�I e.J _ ® FAE Ai L.&OL.c VAkk i t i 6.J jwm hm-, A J 4r ck 4 ate- fILc otaj tke 1.5 ' 4w, 2c,1S. .q_ _uL.A yr c .'F Type of Product Produced Lbs/Day Produced Effluent Guideline Reference AOSSU. FAO S'TJ9Mc rArr- L Z 3- 13 "r ' En NPOES WASTE LOAD ALLOCATION sneer nate Rec. a 0 2 0.2 I � 1-0 Facility Name: Ch -L - MA)b S?tAlh Ec fCnerc- RAjr Date f ` 0 1Z . Existing 0 ld Proposed O I Permit No.: N c -ab 383%7 Pipe No ::" Da ( County: Ag sw C Design Capacity (WD): VA001'S dustrial (% of Flow) : �a�h� Domestic (% of Flow) : _ H 44 Receiving Stream: _ %I�A�O &W64- Class: C dub -Basin : 0 3- 07- -of '3 Reference USGS Quad: 2.3 (Please attach) - Requestor: &OC,4514 Regional Office 9, � ;� • � C-�OGr�1G 1awER',8[ot.�Doc.�aPo�IA , %xk�1 MM►o R�.s'�u�t A (Guideline limitations, if applicable, are to be listed on the back of this form.) v " Design Temp.: Drainage Area (mi 2): Avg. Streamf low (cfs): 7Q10 (cfs) l Ala, Winter 7Q10. (cfs) 30Q2 (cfs) Location of D.O. minimum (miles below outfall): Slope (fpm) Velocity (fps): K, (base e, per day): K2 (base'e„ Der day): Effluent Characteristics AvevIa IM Z(o a 0 2 0.2 I � 1-0 ,AA A G. 6WkJ- L// 0 1Z . ld Effluent Characteristics ;'Dnthly Lverage Comments Crig ial %a vl61tion0 Comments: j�Ir UIYeP.N� ' � /A11cot� oa n �f � (,o�.�-wt,ic..e- c,�.w„�� w�.o w. p log►., rma( on O . Premed By:Reviewed By: Date: q o Fite( en I, No.: =t'i I S, Daily Avg Da 1 l ; ;°lit:; W31 tC-'1 lOW Cat( H): Vary iV L'Yh opprat.3ntt.= i1N_r_dk and rAlli all L20 P1 101 1 L y pu l l u l,an i- W o no detectable e? cta`tpuri L BA ! (.3PV 00 Wk M93.03 ,`i -1 0 1 "i L Vit, "" 1 filo t, air} ' 1 ? 1 } „' i -L. AV -1 L I sh i p 0,P HAT per f i'_1 UFR q&3. 1 , ITT P -i ,l,_, CFR OF;., 1.3 Ma,, co"i Fivg t_ o r _ 0.5 Bor per 40 WE 99% q"ai i orl " see a h Lachvd tomi i t', t-egi_ii.l-t_'rrt(' --- 111CJN 1 TOR1 n - - -- - -- -- - ---- - - --- --- --- - GonL3tiue curro it rant,iltoi rtlrl plan - -- - ---- - -- -- -- - _------- COMMENTS --- - - - _---------- f- --- -- --- DLtn tD t_tpC_otoinq Tricannt_la1 review of Selenium standard, ah« �� GXi►t�1�h4 �1�4CCv'M�t�*G c Wo y'Ft,ar pprmi t i5 1 cC-omma'i ded.. R r_ctrnrnei-idE'cl by._i )4" i-<pviElVit=.' K", ! (- ; - � � : t ! t L-} �} �I i t � , t i ?"} E_' r J i �, rt i ;; %l.i.v►� _ AJ: t �: C� w _ ^�/ l O �' _ _ _ All" !! _ L - ! O �. � cn I, e ; � � i_l c', 1 t L �a' On f i i_ ; l 1,1611 F -LOAD AL1 L1C AT f ON FtF'f-'ROVAL l=L.lR 1 F W 1 1 3 t i W t MV : W E L — MAYO _. L. PLANT NPDFS Ho.: rYpe of waste, NC;At} B397 PTPE: I N D U 5 T R 1 A L C �o.(t� rater Uot blovaxo.�l 7 -t��� ad+� Skaj.l_lso EXISTING Re{{: �-. ; ,, lig S !, t r-'nrrt ^ MAYO R SERVO 1 R y:lassificRt.3.uns C' Lake `-?ubboStt-1" OW20J L)rali-lctQp area: qq mi (C C,u1-11- L 1-""-3 0t,I Sitmritpr 70 1 n c'r ' R'0 Wi id-E't -r1 Fc_'ci{_teotoi ; OVI IRC:HSH (-�ver tgi-- rloL-4- r_f1z of f Rpgt lF o !- • 1/15/8 Wl1p ; c -r _. mad: : r-}23SW RECO!d!MENDf_ u EFFLUENT I f t13 TH Daily Avg Da 1 l ; ;°lit:; W31 tC-'1 lOW Cat( H): Vary iV L'Yh opprat.3ntt.= i1N_r_dk and rAlli all L20 P1 101 1 L y pu l l u l,an i- W o no detectable e? cta`tpuri L BA ! (.3PV 00 Wk M93.03 ,`i -1 0 1 "i L Vit, "" 1 filo t, air} ' 1 ? 1 } „' i -L. AV -1 L I sh i p 0,P HAT per f i'_1 UFR q&3. 1 , ITT P -i ,l,_, CFR OF;., 1.3 Ma,, co"i Fivg t_ o r _ 0.5 Bor per 40 WE 99% q"ai i orl " see a h Lachvd tomi i t', t-egi_ii.l-t_'rrt(' --- 111CJN 1 TOR1 n - - -- - -- -- - ---- - - --- --- --- - GonL3tiue curro it rant,iltoi rtlrl plan - -- - ---- - -- -- -- - _------- COMMENTS --- - - - _---------- f- --- -- --- DLtn tD t_tpC_otoinq Tricannt_la1 review of Selenium standard, ah« �� GXi►t�1�h4 �1�4CCv'M�t�*G c Wo y'Ft,ar pprmi t i5 1 cC-omma'i ded.. R r_ctrnrnei-idE'cl by._i )4" i-<pviElVit=.' K", ! (- ; - � � : t ! t L-} �} �I i t � , t i ?"} E_' r J i �, rt i ;; %l.i.v►� _ AJ: t �: C� w _ ^�/ l O �' _ _ _ All" !! _ L - ! O �. � cn I, e ; � � i_l c', 1 t L �a' On f i i_ ; l = :t ctCw�=�• Facility Name CT L. 'Permit* &oo38�,7 p,�, 601- TOXICITY TESTING REQUIREMENT The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in: 1 1.) The North Carolina Ceri dure (North Carolina Chronic Bioa subsequent versions. The effluent concentration at wtIi tion of reproduction or significant m two in the North Carolina procedure do perform ALAt monitoring using thi with thelpermit condition. The first days from issuance of this permit. Ef be performed at the NPDES permitted fi treatment processes. nia ch�onic effluent bioassay proce- Procedure - Revised *February 1987) or ch there may be no observable inhibi- rtality is t (defined as treatment cument). The permit holder shall 5/procedure to establish compliance test will be performed within thirty luent sampling for this testing shall ,,1 effluent discharge below all 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 Carolina1Division of Environmental Management -P.0. Box 27687 Raleigh, N.C. 27611 1 Test data shall be complete and accurate and 'nclude all supporting chemi- cal/physical measurements performed in association with the toxicity tests, as well as all dose/response data. Total residual chlorinq, must be measured and reported if chlorine is employed for disinfection of the waste stream. Should any test data fr/nm this monitoring requirement or tests per- formed by the North Carolina Division of Environmental Management indicate Potential impacts to the receiving stream, thislpermit may be re -opened and modified to include alternate monitoring requirements or limits. I NOTE: Failure to achieve test conditions as specified in the cited docu- ment, such as minimum cont 1 organism survival and appropriate environmen- tal controls, shall constitu a an invalid test andlwill require immediate retesting. Failure to submit suitable test results will constitute a fail- ure of permit condition. 7Q10 O,y cfs Permited Flow VQ,(,� MGD Basin & Sub -basin p Receivingtream e'servol;r- County Recommended by: _?PM46 Aclk Date— I ZI ���}- Al, 4-sarUio Ir S JZKt wv+^. c vrco�w� ra -zd�-5 (LA 8 % w &,� w r' S e c�rcvn-ten. zoo pta-L L kwi-- 2-5 s"7 S.� Ou llevrr�o 2.C6 lz. a