NCG550251_Wasteload Allocation_19831005

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b°r`• a4-� gsNt pee-��-�AA //^ ''A o li/i NPDES WASTE LOAD ALLOCATION 19/-`
w. M. t c'�t4iu ' 'C-Cr- 6444.L Date: /015(3-3 -
Facility Name: 1
E I� / — � Trr — 1J �SSO Z5
v Existing h' 1 Permit No. : N6,u Q Pipe No. : County: i)Wg4-071"2-t
ck Proposed l� I
Design Capacity (MGD) : ,,000450 Industrial (% of Flow) : Domestic (% of Flow) : 1-OD
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Receiving Stream: /4 .7 76 t 4 CCLL 4 . Class: ����� Sub-Basin: 04-I d3 (.9 2-
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o Reference USGS Quad: ( o� 0Z (Please attach) Requestor: Regional Office ���
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-- (Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp. : 2_ ® C Drainage Area: " ( Avg. Streamflow:
7Q10: !9 1 19 _ Winter 7Q10: 30Q2:
1i Location of D.O.minimum (miles below outfall) . �� Slope:
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E Velocity (fps) : Ian K1 (base e, per day, 2 °C) : _ l-' � K2 (base e, per day, 2 °C) : 13'`�r
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H I Effluent Monthly Effluent Monthly
0 LCharacteristics Average Comments Characteristics Average Comments
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yr
Original Allocation FT' PLOTTED
Revised Allocation i ( Date(s) of Revision(s)
(Please attach previous allocation)
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�\ Prepared B Reviewed By: u'`- Date:

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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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0° 1369 (Oteen 201-S ) 371 25' 372
4555 III SW
SCALE 1.24000
1 , 0 1 miLE
* F------- __ ____ ________ -_—_ ___
moo 0 1000 2000 3000 4000 5000 6000 7000 FEET
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GN 1 5 0 1 KILOMETER ILL.
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IL, 15MILS Contour interval 40 feet 71::
NATIONAL GEODETIC VERTICAL DATUM OF 1929
MISS[
'8 MAGNETIC NORTH
,
CENTER OF SHEET FOR SALE BY U.S. GEOLOGICAL SURVEY, RESTON, VIRGINIA 22092 QUADRAN
AND BY U.S. TENNESSEE VALLEY AUTHORITY, CHATTANOOGA, TENN. 37401 OR KNOXVILLE, TENN. 37902
A FOLDER DESCRIBING TOPOGRAPHIC MAPS AND SYMBOLS IS AVAILABLE ON REQUEST

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REQUEST NO . 729 �
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WASTELOAD ALLOCATION APPROVApfrTf�i ~~���*���*�����*********
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FACILITY NAME W . M . CALLIHAN
!A'1TY SEC[|^N
TYPE OF WASTE DOMESTIC
| COUNTY BUNCOMBE
REGIONAL OFFICE ASHEVILLE REQUESTOR : MAX HANER
RECEIVING STREAM UT-BEE TREE CREEK SUBBASIN t 040302
7Q10 : O CFS W7010 : CFS 3002 CFS
DRAINAGE AREA ~ 1 SQ ~MI , STREAM CLASS : C
RECOMMENDED EFFLUENT LIMITS ************************
WASTEFLOW (S ) (MGD) ~00045
BOD-5 (MG/L ) 30
NH304 (MG/L ) �
D . O. (MG/L ) 5 , 0
PH (SU ) t 6-8 ^ 5
FECAL COLIFORM ( /100ML) i 1000
TSS (MG/L ) 1 30 «�~�
\NO
FACILITY IS : PROPOSED ( ) EXISTING ( u-') NEW ( )
LIMITS ARE ! REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
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REVIEWED AND RECOMMENDED BY !
MODELER ���� - ��-- �w0*� DATE
SUPERVISOR , MODELING GROUP � - ^ A TE � �&����IV3.
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REGIONAL SUPERVISO �N
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| PERMITS MANAGER a - ��-/��' ���-----DATE

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1'4::$: MODEL.. SUMMARY DATA *# k
DISCHARGER U . M . CALLIHAN SUEBASIN t 040302
RECEIVINGSTREAM UT--BEE TREE CREEK STREAM CLASS : C
'Q10 0 CFSWINTER 71410 : CE
DESIGN '1EMF'E:RATURE 23 DEGREES C . WASTEFL..OW : 00045 MOD
1 LENGTH I SLOPE 1 VELOCITY ! DEPTH I K1 ! Kr. I SOD 1 K2 I NetP S,
! MILES IFT/MI 1 FPS I FT I /DAY ! /DAY IMG/M2D1 /DAY IMG/L/D
I I 1 ! ! ! I 1 !
SEGMENT 1 I 0 . 10 ! 70 . 001 0 . 100 I 0 « 0`. 1 1 . 15 ! 0 . 00 i 0 . 01 13 . 451 0 . 00
REACH 1 ! 1 I I I I I ! 1
1 I 1 1 i I I I
SEGMEi'•l1 1 I 0 . 201 70 . 001 0 . 100 1 0 .. 1S 1 0 . 78 i 0 . 00 I 0 . 01 13 . 451 0 .00
REACH 2 1 I 1 ! ! 1 I I 1
ALL RATES ARE AT 3 IEiREES. C .
1
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*:4 * INPUT DATA SUMMARY *VI
FLOW CBOD 1 NBOD 1 D .O . I
E CFS I MG/L I MG/L 1 MG/1 I
I I 1 I I
I SEGMENT 1 REACH 1 1 I I ! I
WASTE I 0 . 001 1110 . 000 I 0 . 000 I 5 . 000 I
HEADWATERS I 0 . 000 I 0 . 000 I 0 . 000 I 0 .000 I
TRIBUTARY I 0 . 000 I 0 .000 I 0 . 000 I 0 .000 I
RUNOFF * 1 0 . 240 1 2 . 000 I 0 . 000 I 7 . 800 I
I ! I I I
SEGMENT 1 REACH 2 I I / /� ! I !
WASTE I 0 . 000 I 0 .000 1 0 . 000 I 0 .000 1
TRIBUTARY I 0. 000 I 0. 000 I 0 .000 1 0 . 000
RUNOFF * I 0 .240 I 2 . 000 I 0 .000 1 7 .800 1
* RUNOFF FLOW IS IN CFS/MILE

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MODEL RESULTS
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DISCHARGER : W ^ M ^ CALLIHAN RESID ^
RECEIVING STREAM : UT-BEE TREE CREEK
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� THE END D . O . IS 8 , 30 MG/L
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� THE END CBOD IS 2 ^ 71 MG/L
THE END NBOD IS O ^ OO MG/L
THE D ^ O ~ MIN - OF SEGMENT 1 IS 5 ^ 00 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0
WHICH IS LOCATED IN REACH NUMBER 1
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 5 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 4 ~ 5E-4 MGD
THE WLA FOR SEGMENT 1 REACH 2 IS O MG/L OF CBOD |
|
THE WLA FOR SEGMENT 1 REACH 2 IS O MG/L OF NBOD
THE REQUIRED EFFLUENT D . O . IS O MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 2 IS O MG),'
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