Loading...
HomeMy WebLinkAboutNC0066249_Wasteload Allocation_19910531NPDES WASTE LOAD ALLOCATION PERMIT NO.: NCO066249 PERMITTEE NAME: Ms. Carolyn F. Edmundson / Country Acres Ma Facility Status: Existing Permit Status: Renewal Major Pipe No.: 001 Minor q Design Capacity: 0.09451MGD , 0 o 65- 0 61) Domestic (% of Flow): Industrial (% of Flow): Comments: 100 % ` refer: Basinwide / Streamline WLA file J(!\/ at front of subbasin RECEIVING STREAM: McDowell Creek Class: C Sub -Basin: 04-03-02 Reference USGS Quad: FBNE (please attach) Cnnntv- Henderson Regional Office: Asheville Regional Office Previous Exp. Date: 10/31/91 Treatment Plant Class: 1 Classification changes within three miles: No change within three miles. Requested by: ��11 Mack Wiggins y�,.l Prepared by: & a�— Reviewed by: Sco �ptj� l3S WQ16t, ��- Date: 4/17/91 Date: -7/ Date: 31 Modeler Date Rec. # S Lq, 4t fozo3 � Cyr 2 Drainage Area nu ) 2.0 8 Avg. Streamflow (cfs): 3. 85 7Q10 (cfs) 0. S 3 Winter 7Q10 (cfs) 1. oq 30Q2 (cfs) Toxicity Limits: IWC Instream Monitoring: % Acute/Chronic Parameters yc ca( CD I TVA Upstream ✓ Location Ten-n4lyamiw fed Downstream Location McDoweu t� Effluent Characteristics BOD5 (m ) 30 NH3-N (mg/1) wlon fv� D.O. (mg/1) TSS (mg/1) 30 F. Col. V100 ml) Wtc n,+br pH (SU) C� Comments: - � �r' c�� .'• :lt, r� 1 •I� ;i, 1f� ff+ •�t _/-•.. '� -.l _.:. —•— I 7 - \.r'�J}'y Il t • - •r. �,./ ' (�('{ I"j ,'l •I�t , r if �r'.• I„1' J .� J _ I ; f` 1 � 1' I�j1 7,i r •' : Y 1' it �'`'/� \ 1.1 . `l ,' - •''•� •.< J � •.�'' / •1l � .�� '�,i;il'�j 1j, J � ' 1 1 ,__• •' l � a'1+;� ( (((��� ' �; 1•'l� '# �� � G�i \ � � �'�. '' 'I,i• \I�� 1 �_ ♦. r t.-iJ '.Il:j •f:..A •5•�I:d:; r ! ••+•V - , I.(/ `, ' Ali\.) X - - `� , lJ y 4.' i1, J/�Y� �1�i ,It 1k tl� ,1 �1 /� it � �•\ '� `J ,fit :'ram' ANfY"'•,,ti•'♦�' i•••.. •r..�li t',_. i.'r I • li r)J)J�� k t l l ►,l ���' `il ll•` I \ •� } � L %1 , •J, - _ .. ,;� ,ti •• - .. _ ;i, < f � � � , `\ti , 1y1} .• • / � � - � • ' ' • '..� �.-c ��• (•a(1:1, P•�� �hdti,L•l � ._ Q 0Ly E 11 r14A0 UFE! 84 2158 Hayest•t.tc — �bJc•Ldtc'e!l 77 ! \( 1 ' �• ;= `` �, � f�� - p:. { - � C°'ti Sri::. •'�•.� �,�� � � _- .fir' •�• �r'. • r-J)�'•,11 i i:'. I -& i _ y. _�/ �•�.. :,� ^\ \. O�'l 111 �CZ •\ y''. •-, 5`�`` '` • e16 , ' i© mt til. " ` t�� -',i- r L1� O `• j'' ` moil Mace B _J�• ' . - \' ''t .l = •` Vim• �/' `� , L% •' _ TH DSN R. t 1. f l�\ ��• ff • - � It, `\ \� / , � .'' /� � � I�' -. •efri t/. .\•, } •�. 1, i.� r 17•'' `r'• Mlle - ''` • { - �� �r' .s" '\ -q; Furk �.--, i i / h ;+, ` '.iil'ts River ^��\ .11y• � S' • r � '. 1 ,�..-� ce-=` _�'� r•I f l' J� r•� __ ,I ", � . .. '`1� :,• 1:. �' ., ► • ;• •�•�_ �. i • :� '• 1. �y j T ; • ,,1i.-, ,/,' , , !' UakITUD ;LQ Alt l t !' 01 t a _.N � •__-' •�` Ur 'r'�>t`J .�' } �•E J V � •f 1-.�U •7 t , RAL r r. O4f Ile 4t(r',� �� 71 o ` f •' .1 `. • J� �.`.i�l �_ ���1}�15 �. �' � a • t E R'-ie..�.- s,(' r�'.Slt�`a '\ = !�= 7r - z •'�;l I i OV9£�l1 / IS RiverJ _ ••.J 1.5 I, i . a 1rj t`-�J�►� 1w I( /�"�f'' 'nirr }1s. J 1 �r r,0004 On I / \ _ ��.1,.;; • l ' " w; r �j � +l l • - -• ` I I ' /• �j ? 1i�� 1 `_ �y 7 • `` f\ Li _ 1, sG UOil FFE 1 35635� ' 7 � - U 3 -�/i7u7�i'y � /�ncfn //✓!°aQ ! C�aWfrn�S ice[. ra ..—y o� �'/enclx'lSo,/N�(P C(GIC C.!-4+�fn— /"��TL,.e:Y1��• I- T-1 /tM -Ib `// .� �� am ma.trcr. �'ni.75 ✓IRP�.l,ed. lw /fCu./ �'ol:��— Z•'��Lds �P/COrn.ne.,Q�Pc/, 67 � %l..�i'�^— < 3 3 0 u.A - Penn5c [(/Cc & eL 2d Y-y 7(c 7 ids 11 7 ZD/OS = G• & 3 cis i= xISrI^I6- L/,fj %55 3v -1- - Request No. 6203 FACT SHEET FOR WASTELOAD ALLOCATIONS RECEIVED Water Quality SO'Un Facility Name :Country Acres Mobile Home Park , NPDES No. :NC0066249 nn MAY „ Type of Waste :Domestic Facility Status :Existing Asheville RF6"� . Permit Status :Renewal North Carolina Receiving Stream :McDowell Creek ,Asheville, Stream Classification:C Subbasin :04-03-02 County :Henderson Stream Characteristics: Regional Office :Asheville USGS #estimate Date 1987 Requestor :Mack Wiggins Drainage Area: 2.08 sq.mi. Date of Request :4/17/91 Summer 7Q10: 0.83 cfs Topo Quad :FBNE Winter 7Q10: 1.04 cfs Average Flow: 3.85 cfs 30Q2: cfs Wasteload Allocation Summary: Facility meets existing limits. Renew with existing limits. Discharge is to McDowell Creek, a tributary of the French Broad River. Dilution is 90:1. Recommend fecal coliform monitoring, effluent and instream. (approach taken, correspondence with region, EPA, etc.) WASTELOAD SENT TO EPA?(Major) N_ (Y or N) (if yes, then attach schematic, toxics spreadsheet, copy of model, or if not modeled, then old assumptions that were made, and description of how fits into basinwide plan) Recommended by: Reviewed by Date: Instream Assessment: Date: Regional S r isor: �bq Date: \ / LJ/ 9/ Permits & Engineering: (7+7C., Date: .64 c. RETURN TO TECHNICAL SERVICES BY: J Ufa 14 M1 Request No. 6203 Existing Limi Wasteflow (MGD) : BOD5 (mg/1) : NH3N (mg/1) : DO (mg/1) : TSS (mg/1) : Fecal Coliform (/100 ml) : pH (SU) : Recommended Limits CONVENTIONAL PARAMETERS Monthly Average Summer/Winter .0015 30 monitor 30 Monthly Average Summer/Winter Wasteflow (MGD) : .0015 BOD5 (mg/1) : 30 NH3N (mg/1) : DO (mg/1) : TSS (mg/1) : 30 Fecal Coliform (/100 ml): monitor pH (SU) : Chlorine (mg/l) : monitor (if used) Daily Maximum Limits Chancres Due To: Parameter(s) Affected Instream Data Ammonia Toxicity Chlorine New facility information Flow information Fecal Coliform Policy INSTREAM MONITORING REQUIRMENTS: Upstream: yes Location: Pennsylvania Rd. Donwstream: yes Location: McDowell Rd. ADDITIONAL "REVIEWER" COMMENTS: 6-9 6-9