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HomeMy WebLinkAboutNC0025909_Wasteload Allocation_19851001NPDES DOCUMENT SCANNING COVER SHEET NPDES Permit: NC0025909 Rutherfordton WWTP Document Type: Permit Issuance Wasteload Allocation Authorization to Construct (AtC) Permit Modification Complete File - Historical Correspondence Speculative Limits Instream Assessment (67b) Environmental Assessment (EA) Permit History Document Date: October 1, 1985 This document is printed on reuse paper - igrzore any content on the reYerse side R.� -qIz/ss" 262 Existing Proposed NPDES WASTE LOAD ALLOCATION Facility Name: Tu:t..� 474- -)-1LbN2tG le -CI 40A1 //, t Date. �e`) T�-V1�!]Lf 12 Permit No.: 60 2Pipe No : d0 ( County •%J I/ler �dfC� Design Capacity (MGD): to D f Industrial (% of Flow): II Domestic (% of Flow) : �w/v Receiving Stream: C iec 1wvKZn� CZee k. Class: Sub -Basin: 03 OSF �Z (1 ! O�) Reference USGS Quad• So �Y-A (Please attach) Requestor 1V1 ke (G! Regional Office(-- ffice (C C� (Guideline limitations, if applicable, are to be listed on the back of this form.) a.) a Location of D.O.minimum (miles below outfall)• Slope: 21 7- E Velocity (fps) : c,21'1K1 (base e, per day, 20°C) : S K2 (base e, per day, 20°C) :_fig 0 C3 0 H CI) a- a� vs ivfr Design Temp.:e g 2-3 e_-- Drainage Area: `;,45Cs' Avg. Streamflow: 7Q10: l• Winter 7Q10• 2.3 30Q2: Effluent Characteristics Monthly Average Comments 30 7,v, 2- mow__ rt.— 1 t D \ cI-7) Original Al Revised Allc P4�epared By: Effluent Characteristics Monthly Average. Comments d l li le7e cY.j4_4 ... C Date(s) of Revision(s) O (Please attach previous allocation) ca,T14 Reviewed By: y Date: /o/4C- 5eot.iest: No: �' a i. 1. }. L. Name Tl:..p Of Waste Recei.vi_n�� Stream Stream Class Subh<asin Count,.-3 Rea°i.onal. Office Reeuc stor tIr„inae Area (so mi ) 7010 (cfs) Winter 7010 (cfs) 3002 (cfs) WASTEI..DAD ALLOCATION APPROVAL FORM • • : b Wast:ef low 5_..BIa.2 DOLT Dissolved pH (EU) Fecal Coliforn Y S L 1 RUTHERFORDTON! MUNICIPAL CLEGHORN CREEK 030802 RUTHERFORD ARO J I M RE:[ D 3.88 1 b J 2.3 RECOMMENDED EFFLUENT LIMITS 30 T� lRoMer1A'cM' n s Ww7' is i w4S d, El -flue -Pi ' I.4i f t 1000 2 �S,fCa�b.'l; 7 a- J��r,%o el i� �'1�y � s �% -fir l tri ri / �.) 30 1-4. 5 ns. u it r e f- b ei 92) ASS ,,ii /-C i COMMENTS --------._.____.___._._.._. (ntid) : (m/1) : Oxytert (nt ti/ 1 ) : (/100nt1): FACILITY IS : PROPOSED ( ) EXISTING (- ) NEW ( ) LIMITS ARE : REVISION CONFIRMATION ( ) OF THOSE PREVIOtUSI Y ISSUED RECOMMENDED BY: REVIEWED BY: SUPERV.T.SOR7 TECH. SUPPORT REGIONAL SUFERVIS APProva1 is PERMITS MANAGER P elintinary (A-- a_ C (;) „CA ATE: /6 A 1/r/4-- /2 (7':( RECE!vFp DEC }O1985 1 1?rSA U -� ! in ,rl State of North Carolina Department of Natural Resources and Community Development Asheville Regional Office lanes G. Martin, Governor Mr. John W. Condrey, Town Administrator Town of Rutherfordton 110 North Washington Street Rutherfordton, North Carolina 28139 Dear Mr. Condrey: S. Thomas Rhodes, Secretary DIVISION OF ENVIRONMENTAL MANAGEMENT WATER QUALITY SE.,CTION December 6, 1985 Subject: Proposed Outboard Marine(OMC) Corporation Plant Town of Rutherfordton Rutherford County, North Carolina Information was obtained by telephone on December 4, 1985, from Mr. Glenn M. Rhodes, Assistant Manager of the Isothermal Planning and Development Commission, concerning the manufacturing activities at Outboard Marine Corporation's (OMC) proposed Rutherford County facility. The information was that OMC would not dis- charge any process wastewaters to the Town of Rutherfordton's municipal sewage collection and treatment system other than from a completed engine test operation. If there will be no other process wastewaters discharged from OMC's plant, the Town will not at this time be required to operated a formal Pretreatment Program as descrihed in Federal and State regulations (40 CFR 403 and 15 NCAC 2H). Should the nature of manufacturing processes which contribute wastes to the Town's treatment system change, a Pretreatment Program may need to be implemented in the future. Mr Thomas C. Sweet, OMC's Corporate Environmental Engineer, has supplied a sketch of a Model 400-s, 400 gallon per minute capacity Corrugated Plate Inter- ceptor oil and water separator proposed as a control device for the wastewater stream from the engine test operation. Mr. Sweet stated in a letter of November 25, 1985, that the device would remove sufficient oil and hydrocardons from the engine test operation's wastestream so that compliance with the Town of Rutherfordton's Sewer Use Ordinance will be maintained and adverse impacts on the Town of Rutherfordton's wastewater treatment facility will be prevented. Based upon the currently available information, OMC's proposed operation should be in compliance with Federal and State water pollution control laws and regula- tions. The Division of Environmental Management will be finalizing the Town of Rutherfordton's application for expansion of the municipal wastewater treatment Interchange Building, 59 'odfin Place, P.O. Box 370, Asheville, N.C. 28802-0370 • Telephone 704-253-3341 An Equal Opportunity Affirmative Action Employer Mr. John W. Condrey December 6, 1985 Page 2 facility on the assumption that CNC will only be assetbling and testing engines. Also, a copy of this letter will be sent to Ms. Pat Thompson, with the Division of Community Assistance in response to a contingency in the Town's Community Development Block Grant requiring a statement from the Division of Environmental Management concerning pretreatment of wastewaters. If there are questions or a need for additional assistnce, please contact Mr. James R. Reid at telephone number 704/253-3341. Sincerely, 1402_ Forrest R. Westall Water Quality Regional Supervisor FRW:ls xc: Randy Dodd Glenn Rhodes Bill Lapsley Pat Thompson Rick Hiers 8 a H w O 8 g 2 ZW Facility Name: , Existing Proposed O Permit No.: NPDES WASTE LOAD ALLOCATION ,L J rI)e ¢otid Tbry iv c, b o 2S'�d q Engineer Da e Rec. 015' bate'-I8'•r Pipe No .: &q / County: eon,,(��,,.f Design Capacity (MGD) : d• G Y Industrial (% of Flow) : b Domestic (% of Flow) : tOa Receiving Stream: C z- %f Class: Sub -Basin: 3 � O'.2-- Reference USGS Quad: f e/ . (Please attach) Requestor: J71"0�'-' Regional Office /94"0 (Guideline limitations, if applicable, are to be listed on the back of this form.) Design Temp.: ,..:2,45°('. 7Q10 (cfs) Jo Drainage Area (mil): Avg. Streamflow (cfs): 5.8 Winter 7Q10 (cfs) Location of D.O. minimum (miles below outfall): Velocity (fps) : .3' 07.3 30Q2 (cfs) slope (fpm) 2 J. 7 K1 (base e, per day): • 2. K2 (base e. ner day): 13. y{e s Effluent Characteristics Monthly Average Comments f310&) ( ) 30 00 (ni1) 1 , (sti�� to- 1 , pN Fe['. Col. (/%oolt} i Ott -T55 (n Li) /0 Orig evis on O �:i u► - on: ��(O pared B �,C�l par Y Comments: nal Allocation oc 4-8V Effluent Characteristics T '3nthly Iverage Comments Reviewed By: Date: ryfc, I 1 ---jr--- Or- . blbild i . . _ eitcL PA, =91 -5' &to= ,cou, tiny' pAz. 3.82 to. .5- , so cfs . ti -mob: i. 1 'Vow= a .3 .c-CS "-, —6-1 , cll• . pAt—criott ry0, n u66-51t 2 • I 413 , 33.510-14") *.= ,t‘ 144 .00 c.c. Q o. Dico: 3.st rIA at . :: 4 .er-c-Cs . CAA --; 6 .frEA,3 • ' rote-5 .-3 c;C:S b j._7/1 05 r 1 • tp ocs v i oc5-1-c?-.2.ffs i_kz_-_- 6010_5= 11 cgs A4-,=- ia-s -f,kit.c), --Hi--- , 9 -(1 i3 c3k- -= sl943111c-1_____ ;--9..(..),) 7--- 0 _AU) 0 5 . S C,-r6 11(0 05 V-0 ----. , 62- 11G) 0C) --7" • 2 1 _ r'A- 0 2 2, i 1 lig ci - 1 --4-2-- I)/ 1--. 4 3 2.. Z Y i (YA C I 'e '(_ 6. : atifix.416-y\ @ BA3 oi 1 .±:1W.._.CA:l ____._.__.ac,._io,6,4ie______E.La..________v $ cb-ro , 0 Zoo C(5 4 . o ()'Li.) • (--JC-b 6\ 6 . 4 C-1-40) i Aa Cfryd. . q /Igo Camel. , 9 g/51 a) ::: 4 Zo-4:: ) -S.2^' ci ' goon 9- 1ci1 .?,•.6 Q .,no\ a 510pib , 20 c ir&ikt X.EAC N 1 - (friclCo-t-Igla.3:7021, `7 �v.. n2O cal o s'ai/ e..act-i al- (161 — n r15-A ::- I ffikitt", (-2:-)) Li u 7---5.41.5 e L/ZQac.E� 1 =- 3 .c q � (A � 5' 83.s$ (3.c/u) = 5 , 9 /7/ra,- ' ,g? (3,qu) - / , 73 Moto' sg'8 (q)q turL(Fca(xch 1 ,... 0 it) ..:: (5. q -.5-‘ sy,3 , ,Ltz FJ2 ouili /0.5- ,93 -_ ,13 ,(,9q X1.5s 2 7/LOw.11.13("3A3:--- ,I1-7 .9U4)17--, Q.2.0 ,,L2S2_ Zatc)i -04 = (Plin -6-'79 --: 9 (4.°T!'13Y9- � 5 dosr; /oa) - "3-a - .3 3 s .4-, to c--0,,, „.54.- N 4V s-o-t- i-44-01D-v-i3 P-(5c. Reouest No 2250 Facility Name Type Of Waste Receiving Stream Stream Class Subbas in County Regional Office Recauestor Drainage Area (see mi) 701.0 (cfs) Winter 7010 (cfs) 3007 (cfs) Wasteflow (mgd) -flag BOLT (mg/l. ) Dissolved Oxygen rH (SU) Fecal. Coliform TSS (mg/1) WASTEI...OATI ALLOCATION APPROVAL FORM TOWN OF RUTHERFORCITON DOMESTIC CLEGHORN CREEK C 030802 RUTHERFORD ARO FIN A N 3.88 1.7 2.3 RECOMMENDED EFFLUENT LIMITS . 64 30 6-9 :1000 ---- COMMENTS • . rk 4- FACILITY TS : PROPOSED ( ) EXISTING ( ) NEW ( ) LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE RECOMMENDEU BY: REVIEWED BY: SUPERVISOR, TECH. SUPPORT REGIONAL SUPERVISOR Approval. is ( ) preliminarY PERMITS MANAGER 9'a r r. %3s ?Red °,; r,�m'T 7Z.yes PREVIOUSI Y aqI 64._} 1 67 ...... TIATF I :_ .. DATE DATE fi.n..a1 . .. DATE ISSUED