NC0021423_wasteload allocation_19831222

Facility Name: T
NPDES WASTE LOAD ALLOCATION
`n e
Existing
Proposed Permit No.: _hcQ�;z 3
Engineer Date Rec. #
R-D it
Date:
Pipe No. : �% County : — �' /�
Design Capacity (MGD) : U Industrial (% of Flow):
Domestic (% of Flow) : _�Q©
Receiving Stream: /UDf'Z�C %r�� o�r+
Class: T du� Sub -Basin • eo g- D 3
Reference USGS Quad: E (Please attach) Requestor: �L_c'� ' 0",
Regional Office.
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: 22 Drainage Area: w..ti 2
.
Avg. Streamflow•
7Q10: 2- Winter 7Q10:
30Q2:
Location of D.O.minimum (miles below outfall):_-
Slope: � .
Velocity (fps) : ,��'
Kl (base e, per day, 2,0oc) : qK2 (base e, per day, 2ioC) :
Effluent
Monthly
Characteristics
Average
Comments
ec cm ���srti
00�
o .
Original Allocation 71
Revised Allocation
Confirmation -
Effluent Monthly
Characteristics Average Comments
X .' I,-)
NQ� ei a t C
Date(s) of Revision(s) JJ J
(Please attach previous allocation)
1. ,,....�
Prepared By: r,,,, A e`�
_ Reviewed By: ` Date • 4o2-9.:?.. Z 3'
is

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ALLOCATION APPROVA
FO
M
CILITY NAME
� PE OF WASTE
UNTY
REGI-N L O FICE
�ECEIVING STREAM
1O 42 CFS
DRAIN GE AREA
� TOWN OF SPRUCE PINE
� DOMEST ICRp
MITCHELL
� ASHEVILLE
� NORTH Li L. RIVER
W7Q O �
� 131 SQ°MI^
REQL!ESTOR �
S'B3ASIN �
CFS 30Q2 �
STREAM CLASS
HE EH FOWLER
04O306
CFS
�C—TR
RECOMMENDED EFFLUENT LIMITS
WASTEFLO^(S (Ill SD� � 6OO
^ A
O� —5 MG L / 30
' 1-113—N ( MG/L
D O (MG/L
H ( SU ' It
cE AL QLIF�RM /1OO�L) 1OOO ��
"
TSS (MG/L � 3O -r=
' � �� ��
L— MG/L > � ~ 17 1�w~ �w^oS7��wow��m�� ' �� uww«sr--
*******************************************�**************�**�*****��**�***�***
^^
FACILITY IS PROPOSED ( EXISTING
LIMITS ARE | -EV`SION (v^> CONFIRMATION ( > OF THOSE PREVIOUSLY IS ED
WA"o C�
REVIEWED AND RECOMMENDED ]BY'
MDDELER DATE
SUPERVISOR,MODELING GROUP DATE
� —— — ��--�_--
REGIONAL 8UPERVISOR �v --DATF | ,
�
ERMITS MANAGER —iom �x-----DATE
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********** MODEL RESULTS ********0
DISCHARGER :TOWN OF SPRULE PI4:
RECEIVING STREAM :NORTH :OE RIVER
THE END D.O. IS 7,89 M8/L
THE END CBOD IS 4^13 MG.L
THE END NBOD IS O'OO MG-'L
.HE D.D. MIN~ OF SEGMENT 1 IS 7^63 MG/1-
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 110 MGL OF CBOD
:HE WLA FOR SEGMENT 1 REACH � IS O M0L OF NBOD
!HE REQ RED EFFLUENT D.D. IS � MG
THE WASTr.LOW ENTERING BEG 1 REACH 1 IS 0^6 ..G»
*** MODEL SUMMARY DATA ***
DISCHARGER
:
SPRUCE PINE
SUBBASIN :
0433 6
RE iIVING STEAM
!
NORTH TOE RIVER
STREAM CLASS:
C-TR
010
Z
42 CFS
WINTER 7010 t
CFS
DESIGN EM'ER URE
!
22 DEGREES C.
WASTFFLQW |
,6 MOD
!LENGTH|SLOPE ! VELOCITY !DEPTH | K1 | Kn i SOD I K2 ! NetPS
!MILES | T/MI | FPS i FT | /DAY | 'DAY |MG/M2D|/DAY |MG/L/D'
SEGMENT 1 | 14001 8,001 0,550 | 2,28 | 0^44 0°00 ! 0~0: 4,051 0.001
REACH
ALL RATES ARE AT 22 DEGREES C.

10PUCLIA SUMMARY Vt.'
1
FL2W
CPOD
--NBOD
D , 0 . I
1
CFS
MG/L
1 MG/L
MG/L
SEGMENT 1 REA H 1
STE 1
0.930
1110000
1 0.000 1
0.000
HEAVATERS!
42.000
; 2*000
! 1.000 1
7.800 i
TRIBUTARY 1
0.000
1 0.000
1 04000 i
0.000
RUNOFF 1
0.000
1 0000
1 0.000 i
0.000 i
RUNOFF
FLOW 18
IN CFS/
1LE

C'/'- ac C�
• F f.
f

If /f
A-CL-4-
Mad
611 91 if
722
t4-
7
7
z 0, "g) lo, �
Pvt
4e7
�-��
00
0. 361 7,2,
A-)
40"

I
G/ ..Qjs3
DISCHARGER
RECEIVING STREAM
***** MODEL RESULTS
:SPRUCE PINE WWTP
K. TOE R.
THE END D.O. IS 8.42 MG/L
THE END CBOD IS 3.43 MG/L
THE END NBOD IS 0.00 MG/L
THE D.O. MIN. OF SEGMENT 1 IS 8.19 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 122.8 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 0 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0061 MGD
�c*** MODEL RESULTS***
DISCHARGER .SPRUCE PINE WWTP
RECEIVING STREAM K . TOE R.
THE END D.O. IS 8.40 MG/L
THE END CLOD IS 3.69 MG/L
THE END NBOD IS 000 MG/L
THE D.O. MIN. OF SEGMENT 1 IS 8.17 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0
WHICH IS LOCATED IN REACH NUMBER 1 J
a ---. ..----- s ..ra�.. _r _ �n _ ..� ,. __ ""'?' � /�', ,,�r. .

THE WLA FOR SEGMENT 1 REACH 1 IS O MG/L OF NBOD
THE AEQUIRED EFFLUENT D.O. IS O MG/L
THE W40TEFLOW ENTERING SEG 1 REACH 1 AS 0,4224 MGD

*** MODEL SUMMARY DATA ***
DISCHARGER
i SPRUCE PINE WWTP
SUBBASIN 1
040306
RECEIVING STREAM
N. TOE RIVER
STREAM CLASS!
C—TR
7010
42 CFS
WINTER 7010 :
— CFS
DESIGN TEMPERATURE
I 20 DEGREES C.
WASTEFLOW :
0.3619.4224 MCD
ILENGTHISLOPE I VELOCITY IDEPTH I K1 # Kr I Kra I K2 I Oro I
IMILES IFT/MI I FPS I FT I /DAY I/DAY I/DAY I/DAY ICES/MII
SEGMENT 1 1 1.001 8.001 0.55 # 2.8 1 0.40 ! 0.40 1 0.00 1 3.86 1 0.00 I
REACH 1 I I I I # # # ! ! !
ALL RATES ARE AT 20 DEGREES C.
THIS IS FOR A SPECIAL ORDER BY CONSENT.
*** INPUT DATA SUMMARY ***
I
FLOW I
CBOD I
NBOD I
D.O. I
I
CFS I
MG/L I
MG/L #
MG/L I
SEGMENT 1 REACH 1 I
I
#
#
!
WASTE 1
0.65 1
122.80 1
0.00 1
0.00 1
HEADWATERS#
42.00 1
2.00 I
0.00 1
8.30 1
TRIBUTARY 1
0.00 1
0.00 1
0.00 I
0.00 !
RUNOFF * 1
0.00 1
0.00 1
0.00 1
0.00 1
* RUNOFF FLOW
IS IN
CFS/MILE