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HomeMy WebLinkAboutNC0020061_wasteload allocation_1981041617/ pltz) W1 3//*1 J 6 c.D 0 Cj O Facility Name: =4211 c Existing Permit No.: Proposed Q NPDES WASTE LOAD ALLOCATION Design Capacity (MGD): ('J.SF� D %Industrial (% of Receiving Stream: i Reteience uSG:i Quad rf - 7, (Please attach) Pipe No.: County: Date: Flow) : Domestic % of Flow) : f Class:A.-Z- Sub -Basin: _ �. e5 • Requestor: �°! Regional Office!y (Guideline limitations, if applicable, are to be listed on the back of this form.) Design Temp.:_ a !:'? OC Drainage Area: 6 V � :a_ Avv _ S1-rPAmf1 niu • / 47n C_ 7Q10 : - -Winter 7Q10 : 30Q2 : e• Location of D.O.minimum (miles below outfall):_ �� a ' Slope: _ P E Velocity (fps): �� ��� Kl (base e, per day, 200C): Q• 3 (2 K2 (base e, per day', 200C) 0: ' C Effluent Characteristics Monthly Average Comments 1 r Effluent Monthly Characteristics Average Comments �4 Original Allocation o v G�Lfi r- Revised Allocation Date(s) of Revision(s) (Please attach previous allocation) r Prepared By: wed By: Date: L/ M/v S Form #001• #33 WASTE LOAD ALLOCATION APPROVAL FORM Facility Name: Town of Sprinp, Hone County: Nash Sub-basin:03-03-09 Regional Office: Raleigh _ Requestor: Bill Reid Type of Wastewater: Industrial Domestic 100 ;o If industrial, specify type(s) of industry: NA Receiving stream: Tar River Other stream(s) affected: 7Q10 flow at point of discharge: 30Q2 flow at point of discharge: Natural stream drainage area at Monthlv Av Class: A -TT Class: 34 cfs discharge point: 663 m2 Recommended Effluent Limitations BOD5 = 30 mg/1 TSS = 30 mg/1 Fecal Coliform = pH = 6-9 (SU) Flow = 0.4 MGD 1000#/100 ml This allocation is: / / for a proposed facility for a new (existing) facility /X/ a revision of existing limitations -location change. a confirmation of existing limitations Recommended and revie,�ed by Date: Head, Techncial Services Branch Date: Reviewed by: Regional Supervisor -` Date: 41 Permits Manager �' lSakW ���d-�. -- Date: Approved by: Division Director Date:49 ` �.F� 7,77. ppr= b&3•n z a -t*m 12i Z �g -^ - 73 CliR - - ='7 s cfs I y _ b. 7 .0l_3 1 i l 3o' I o f-A 0 6, 4. _ T f 130, '7 ;bq