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HomeMy WebLinkAboutNCG550258_Wasteload Allocation_19830829 pp,) l ,,A, � L4.-, 4, IJn r1-1 ��;. ,, Engineer Date Rec. , #" ' 0n-; : c ti6 -ro tea,_a-fl.t../���_,,,,.- .,� '-\ s NPDES WASTE LOAD ALLOCATION :3 C.q5 • ° r ; Facility Name: A ( _g {,- Date: rf- ,, - g 3 , 71 QCL 55 5$ o zr v Existing Permit No. : i' C__o ?..7.W ZZO Pipe No. : D / County: i 'l '-'' _ 4. Proposed E co rcap Design Capacity (MGD) : OOC�5O Industrial (% of Flow) : rt, w Domestic (% of Flow) : • .a. e.. A Receiving Stream: .- vswm,r..V. Cite e/C Class: I- Sub-Basin: r0 3 - r0 /- O / so ▪® Reference USGS Quad: /V.W, I ur/gin-- (Please attach) Requestor:_ d 6 744/"-156'11"- Regional Office A ,yL C. 7.3.514 ce -- (Guideline limitations, if applicable, are to be listed on they back of this form.) - Design Temp. : r / / 0(..... Drainage Area: Avg. Streamflow:" 7Q10:, / ) C'r-S Winter 7Q10: 30Q2: ' III Location of D.O.minimum (miles below outfall) : Slope: E Velocity (fps) : • K1 (base e, per day, 20°C) : r.-7? K2 (base e, per day, 20°C) : D 0 ez 0 colEffluent " Monthly Effluent Monthly au Characteristics Average Comments Characteristics Average Comments • g 0.0 c- w/„.„, 4 '—▪ • P r40 C -tor /096/1 1.„ Original Allocation ►, rei " `�t,. Revised Allocation I l Date(s) of Revision(s) t ,,; _ Confirmation c:1 (Please attach previous allocation) '�i'^ � ,�k � kgy ro Prepared By: itatiA,6 71211-ir---t6(------- Reviewed By:_ Date: 3 0 ,n 0 kr- For Appropriate Dischargers, List Complete Guideline Limitations Below Effluent Monthly Maximum Daily Characteristics Average Average Comments Type of Product Produced Lbs/Day Produced Effluent Guideline Reference ~ REQUEST NO , Z 695 . . WASTELOAD ALLOCATION APPROVAL FORM ' FACILITY NAME rot gentry TYPE OF WASTE Domestic �� `^"° COUNTY Durham ~ U-'\CE REGIONAL OFFICE Raleigh REQUESTOR : Bob Mangum � RECEIVING STREAM � sevenmile creek SUBBASIN : 03-04-01 7010 � CFS W7010 : CFS 3002 CFS DRAINAGE AREA t 20 SQ ^MI ^ STREAM CLASS 0-II ************************ RECOMMENDED EFFLUENT LIMITS ************************ WASTEFLOW(S) ( MGD) : ^ 00045 BOD-5 (MG/L) 1 30 NH3-N (MG/L) 1 Discharge is located Just D ^O^ (MG/L) 5 above a pond on Sevenmile Cr PH (SU) 1 6-845 and is small compared with the FECAL COLIFORM (/100ML) t 1000 dilution available in the pond TSS (MG/L) | 30 ' r ******************************************************************************** �� FACILITY IS ! PROPOSED ( �^) EXISTING ( > NEW ( ) LIMITS ARE 1 REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED REVIEWED AND RECOMMENDED BY ! MODELER -- - DATE | - SUPERVISOR, MODELING GROUP JAM&MAODATE � REGIONAL SUPERVISOR - ---DATE ` PERMITS MANAGER . -----DATE . �. AM 25 L" `|f-R QUALITY _ ____,~.,S =, A�nCvx "