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NC0006220_wasteload allocation_19850528
lyc U3 HS 2t,DGr�sT r�n�or� �r��. P1.A,", -L w 0 MPDES WASTE LOAD ALWATIM Facility, Name: i c_ Date /,g' P1 Proposed ' Permi - Na., : c } �p O�o?U Pipe No.: a Count Y: Design Capacity (MGD) : , O `�`•�'�'�` k Industrial (.% of Flow): !06 Domestic (% of Flow): Receiving Stream: G�O 6M Class: ._ Sub -Basin: Reference USGS Quad: 1 rp .S (tk,(Please attach) Requestor : Regional Office 404�ee�j (Guideline limitations, if applicable, are to be listed on the back of this form.) Design Itup.: Drainage Area (mil) Avg. Streamf low (cfs): 7Q10 (cfs) Winter 7Q10 (cfs) 30Q2 (cfs) Location of D.O. minimum (miles below outfall): Slope (fpm) Velocity (fps): (base a per ay: K1 d)K., (base e . ver day) Effluent Characteristics Monthly Average Comments Sc*twb,t- �t�'�5 0.1 wd ( tt 4- 17 SU ��� .sue sl�aQS� ,naf Sd TU . Revised ron O Comments: n n O O PLOTTED By: itda+s\ Reviewed By: Date: Al IF� ,-\ • •� .�� �. � / it - o �\ � \ JQ lJZ ,. �� ,� o• , 3932 17 •1, # \ — �-�5e'/ ;+,. oe 3931 724 • • •+ G i'�; ! . /J(�� �� ? (/ 11 ;• 1-, �:; �� � �3930 �-* . S ��� i �S� C�!�� • � s' �:; ::�, _ , ,1�;�' .sir-::`'�- \, ' • i \ I W) „f0� O:.I�•� �- ,%II. BOA —h I 530 40' 1 531 I MILE 3 t4i QUADRANGLE LOCATION r s nn-,-- i irro-� i 39290ri0r,,, j,I. 532 • *U.S. GOVERNMENT PRINTING OFFICE: 1972-460-348/1 3 5 '0 533000m.E, 8 0 ° 3 7' 3 0" ROAD CLASSIFICATION Primary highway, Light -duty road, hard or�"�• hard surface ...................... improved surface........:— Secondary highway, hard surface .........................� - Unimproved road .......... 0Interstate Route OU. S. Route OState Route FNOCHVILLF, N. C. N3530—W8037.5/7.5 Remuest No, : 2180 --------------------- WASTELOAB ALLOCATION APPROVAL FORM --------------------- Facility Name CANNON MILLS, PLANT 1 Type Of Waste WTP-FILTER BACKWASH Receiving Stream IRISH BUFFALO CREEK Stream Class C Subbasin 030712 County ROWAN Regional Office MDOREGVILLE Reouestor RUCKER Drainage Area (so mi) � 7010 (cfs) � Winter 7010 (cfs) � 30Q2 (cfs) � ------ ---- -------------------- RECOMMENDED EFFLUENT LJMITS -------------------------- Wasteflow (mad) 14.0 PH (SU) 6-9 TSG 01/1) 4* 30 SETT. SOLIDS (ML/L) 0,1 ----------------------------------- COMMENTS ----------------------------------- TURBIDITY: THE DISCHARGE SHALL NOT CAUSE THE TURBJDITY OF THE RECEIVING WATERS TO EXCEED 50 NTU^ -------------------------------------------------------------------------------- FACILITY IS : PROPOSED ( ) EXISTING (�) NEW ( ) LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVJOUSLY ISSUED -------------------------------------------------------------------------------- RECOMMENDED BY: �--- ' DATE: - - REVIEWED BY: SUPERVISOR, TECH. SUPPORT :01 REGIONAL SUPERVISOR evil ^ DATE :~-SIT~ Approval is ( ) preliminary ( ) PERMITS MANAGER DATE �� d-