NCG550275_Wasteload Allocation_19840315

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NPDES WASTE LOAD ALLOCATION r -(c.= 11 , 5 "
,�gi Facility Name: W64 I< :- Date: -- 1318 4-- '
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v Existing Permit No. : ikCV55.6En i— Pipe No. : County: ( tZ'r.X-
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Design Capacity (MGD) : (5,064)3 Industrial (% of Flow) : Domestic (% of Flow) : ( C\C)
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Receiving Stream: Lt. r. T tr-74 Jc_ Class: 2r 10rou1-Sub-Basin: 04--G3 -05
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.2 Reference USGS Quad: S) (Please attach) Requestor: 1 L (L Regional Office 4 .
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-- (Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp. : 7 0 °C - Drainage Area: C. 0 S 2 Avg. Streamflow:
7Q10•. 0 Winter 7Q10: 0 . 30Q2: (7)
aLocation of D.O.minimum (miles below outfall) : 0 Slope: . / 900 `�1E
Velocity (fps) : O (00 Ki (base e, per day, 20°C) : 1 .00 K2 (base e, per day, 20°C) : Sep, 60
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H Effluent Monthly Effluent Monthly
co Characteristics Average Comments Characteristics Average Comments
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Original Allocation 1 ✓I
�( Revised Allocation I I Date(s)El of Revision(s) "�_
A3 (Please attach previous allocation)
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Confirmation
Prepared By: "12 -LOG CO C Z Reviewed By: Wile
Date: 3 - $ .E-i

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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

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REQUEST NO . i
WASTELOAD ALLOCATION APPROVAL FORM
FACILITY NAME i WASHBURN RESIDENCE
TYPE OF WASTE � Tpm^~�-sl /C
COUNTY HAYWOOD |
REGIONAL OFFICE 2 ASHEVILLE REQUESTOR | MAX HANER
RECEIVING STREAM UT-FIE CREEK SUBBASIN : 040305
7010 : O CFS W7Q10 Z O CFS 3002 O CFS
DRAINAGE AREA ~ 05 SQ ^MI ^ STREAM CLASS ! A-II , TR
RECOMMENDED EFFLUENT LIMITS
WASTEFLOW (S ) ( MGD ) ^ 0003
BOD-5 ( MG/L ) 30 ,.�
NH3-N ( MG/L ) �
� D . O . (MG/L )
� PH (SU) 6-9
FECAL COLIFORM ( /100ML ) 1000
TSS ( MG/L ) 30 "y~ / �J�
CL- ( UG/L) � 2 �\ Y~ 1l �0o"
FACILITY IS 1 PROPOSED ( ^^/; EXISTING ( ) NEW ( )
LIMITS ARE REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY IRSUED
REVIEWED AND RECOMMENDED BY :
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MODELER � --_�r�,J���{^x��---�-- ��*�ATE � -��/\
SUPERVISOR , MODELING GROUP DATE
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REGIONAL SUPERVISOR/'^ DATE
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PERMITS MANAGER DATE

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MODEL RESULTS **********
DISCHARGER !WASHBURN RESIDENCE
RECEIVING STREAM : UT-FIE CREEK
THE END D . O . IS 7 ^ 44 MG/L
THE END CBOD IS 86 ~ 15 MG/L
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THE END NBOD IS O ^ OO MG/L
THE D . O . MIN . OF SEGMENT 1 IS 6 ^ 00 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT O
WHICH IS LOCATED IN REACH NUMBER 1
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' THE WLA FOR SEGMENT 1 REACH 1 IS 110 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS O MG/L OF NBOD
THE REQUIRED EFFLUENT D ~ O ~ IS 6 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 3 ~ OE-4 MGD
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- +** MODEL SUMMARY DATA ***
DISCHARGER . WASHBURN RESIDENCE SUBBASIN 040305
RECEIVING STREAM . UT-FIE CREEK STREAM CLASS ; A-II , TR
7G10 . 0 CFS WINTER 7010 ! 0 CFS
DESIGN TEMPERATURE , 20 DEGREES C . WASTEFLOW , . 0003 MGD
1LENGTHIS1OPE 1 VELOCITY ! DEPTH ! K1 ! Kn ! SOD ! K2 | RetPSI
MILES IFTZMI I FPS 1 FT . /DAY ! /DAY IMG/M2D /DAY IMG/L/tI
I . ! | i ! ! I I
SEGMENT 1 I 0 . 401999 , 001 0 . 100 | 0 . 09 | 1 . 00 0 . 00 1 0 . 01 50 . 001 0 . 001
REACH 1 I I I i ! ! | I
ALL RATES ARE AT 20 DEGREES C .
*** INFUT DATA SUMMARY 4%*
FLOW ! CBOD . NBOD ! D .O .
CFS . MBZL | MOZL ! MG
SEGMENT 1 REACH 1 I € I . !
WASTE ! 0 , 000 i110 . 000 i 0 . 000 | 6 . 000 !
HEADWATERSI 0 .000 ! 0 .000 | 0 .000 | 0 .000 I
[ TRIBUTARY 1 0 . 000 1 0 . 000 1 0 . 000 ! 0 . 000 I
RUNOFF * 1 0 . 000 ! 0 .000 ! 0 . 000 I 0 . 000 |
$ RUNOFF FLOW IS IN CFS/MILE