NCG550226_Wasteload Allocation_19830912

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Engineer Date Rec. # _ ' _t.
NPDES WASTE LOAD ALLOCATION TL" q — 1 cc s3 •(/
iFacility Name: Fz,if 1, Date:
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kow 0.-1P nS: �.Mlnn2. �, N\u.f�< 4-- n\-4-4-t l-a-•.-' ' ,ollb18°I� ..?
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v Existin n Permit No. : '-!d 6-13e �tIa 5 9' Pipe No. : County: � �0 dy
O Proposed `/ W 64 5-1"0 �
a) /
Design Capacity (MGD) : � �DD C7 Industrial (% of Flow) :
V Domestic (% of Flow) : /��
4 lc FD,P/r.L,�s. T''/g C /4', r-/4'-e'Receiving Stream: Class: Sub-Basin: 3 -O? -C�`j
ev
D 1- �� ' �r Gr/s��
.9 Reference USGS Quad: �� /71 (Please attach) Requestor: ✓� Regional Office
°= (Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp. : 26 6C Drainage Area: /05 Vn, Z Avg. Streamflow: O w e
el
7Q10:. ©,© C'f"tj Winter 7Q10: 0,0 e--CS 30Q2: C')•O C- c
au eLocation of D.O.minimum (miles below outfall) : , ( Slope: 14$ �^
a E Velocity (fps) : / I Kl (base e, per day, 2�C) : l' Z(o K2 (base e, per day, 2�C) : 33•?." 2
0
v
0
H Effluent Monthly Effluent Monthly
O Characteristics Average Comments Characteristics Average Comments
., Z'{ JIQ J
v' Ntf-)-N lac 1(P
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cu --Orec.X Ctac.11-...,1 1°C11) 7tod a .
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Original Allocation
Revised Allocation I I Date(s) of Revision(s) PLOTTED
LConfirmation
u (Please attach previous allocation)
O
7 Prepared By: kl^dAnA Qjj, Reviewed By: /Q.t E.t,G Date: /-/O- el-
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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

� .
REQUEST NO . + 086
^ *****�**
WASTELOAD ALLOCATION APPROVAL FORM **��*�*******
`
FACILITY NAME EDDINGER RESIDENCE
TYPE OF WASTE f DOMESTIC
�
COUNTY DAVIDSON
REGIONAL OFFICE � WINSTON-SALEM REQUESTOR
y
�
� RECEIVING STREAM UT RICH FORK SUBBASIN 030707
�
7Q1O O ^ O CFS W7010 O ^O C F S 3002 O ~O CFS
DRAINAGE AREA + ~ 05 SQ ^ MI , STREAM CLASS � C
RECOMMENDED EFFLUENT LIMITS ************************
WASTEFLOW ( S) ( MGD ) � , 0006
8OD-5 ( MG/L ) � 24 �
NH3-N ( MG/L ) 19
D ^ O , ( MG/L ) � 6
PH ( SU ) + 6-8 ^5
FECAL COLIFORM ( /1OOML 1000 /
TSS (MG/L 30
��
FACILITY IS � PROPOSED ( - / EXISTING NEW ( )
LIMITS ARE REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
�
REVIEWED AND RECOMMENDED BY �
MODELER DATE � - -
� SUPERVISOR, MODEL ING GROUP _
| REGIONAL SUPERVISOR DATE
-----_-_---_----�_-�'�/ �
cy.2 �
PERMITS MANAGER � -���f����' ---DATE Z 1'-
�� K �� �� K�
�� �� �� � »X �� K~»
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QolaTy SECTION
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(d r 'Fch (L
JAL
R = ,k‘
(a) ,o ooc, I
(41
0 r
Z . 2i .q39
ca.
OR = 0•O c. ,
` if (b= O, O cFC,
s(oe-e
450
1-10 ,oa(o , 04G, isz
r--io ' . a 15' , I (01 t t-- • 17
4-2-0' 4.0$ 211 • 2
410 . .265! 14-6 ,
100 •03Ia 30 3 2414 , 6
bto ,119 , ( '1- lam , a
4V 6Lo f lL — a-07•kr f - 167 , ci 'P'
RI
Qr = o
DA_
,fir - "D
SS = 6-b
QW = ,e oo w.4D
440 cad) = 0.a cid
= I6C , ,

•
********** MODEL RESULTS :*********:4:
DISCHARGER : EDDINGER RESIDENCE:
RECEIVING STREAM : UT RICH FORK
4:5.:.:4*:5:5.# 4 4***4..*4*4****:4.**.4:4**:******4*44..4*.4.5*.5.44*:4**;.*4*:***:**:t......5****
THE END D .O . IS 5 . 66 MG/L
*:#****.**:********:*:4:****************4***:**4**********. is*:4*:*4*:5:5**:544*:4:4.::#:
THE END CBOD IS 70 . 75 MG/L
:is4:4.:**********:4*******:****•**************4****•***********4:***4*:*4*•*****4
THE END NBOD IS 0 . 00 MG/L.
*******************************:*****:** 5*************:5***********:******
THE D .O . MIN . OF SEGMENT 1 IS 5 . 00 MG/L.
THIS MINIMUM IS LOCATED AT SEGMENT MIL.EPOINT 0 . 1
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 100 MG/L. OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D. O. IS 6 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 5 . 0E-4 MUD
********:****************************4********************************

•
' " :*:4;* MOI!EL SUMMARY DATA *: *
DISCHARGER EDDINGER RESIDENCE SUBBASIN : 030707
RECEIVING STREAM : UT RICH FORK STREAM CLASS : C
010 : 0 . 0 CFS WINTER 7010 : 0 . 0 CFS
DESIGN TEMPERATURE : 25 DEGREES C . WASTEFLOW : . 0006 MOD
LENGTH ! SLOPE I VELOCITY I DEPTH I K1 I Kra ! SOD I K2 I NetPS
MILES IFT/MI I FPS I FT I /DAY I /DAY IMG/M2Dt /DAY IMG/L/DI
I I I I I I ! ! ! !
SEGMENT 1 1 0 . 45 168 . 001 0 . 100 10 . 09 11 . 26 ! 0. 00 I 0. 01 73 . 721 0 . 001
REACH 1 f ! ! I ! ! I l ! !
ALL RATES ARE AT 25 DEGREES C .
INPUT DATA SUMMARY *::*
FLOW ! CBOD I NBOD I D .O .
! CFS I MG/L ! MG/L ! MG/L I
I ! I
SEGMENT 1 REACH 1 1 ! 1 1 I
WASTE I 0 . 000 1103 . 000 I 0 . 000 I 6 .000 I
HEADWATERS I 0 .000 I 0 .000 1 0 .000 I 0 . 000 I
TRIBUTARY I 0. 000 1 0.000 I 0. 000 I 0 .000 I
RUNOFF : I 0 . 000 I 0 . 000 1 0 . 000 I 0 . 000 I
* RUNOFF FLOW IS IN CFS/MILE
1