NC0034860_Wasteload Allocation_19830510

,V Facility Name:
v Existing
Proposed Q
Design Capacity
rZ,6
NPDES WASTE LOAD ALLOCATION
Permit No.: 00-2. g(eC) Pipe No.: 00/
Engineer
I Date Rec.
#
1,609
!h
Date: ' S `/©
County: 0_"'
(MGD): ® • O 0 9 Industrial (% of Flow): Domestic % of Flow): 9 0 �,
Receiving Stream: M R5'11 . Class: C- Sub-Basin:
Q� ©.3
Reference USGS Quad: (Please attach) Requestor:. Regt==;1 Office .�
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: L 0 6 Drainage Area: , Avg. Streamflow:. ,(L
7Q10: 1 -Winter 7Q10:
30Q2:
Location
of D.O.minimum
(miles below outfall):
Slope:-
)0'Z:�+j A.�I
Velocity
(fps):
Kl (base e, per day, 200C):
K2
(base e, per day, 200C):
Effluent
Characteristics
Monthly
Average
Comments
d0
rJ
�a
Ft[ nn
I
n�
(, -
641
5.0
I a, -
I
I
Effluent I Monthly)
(Characteristics Average I Comments
Original Allocation
Revised Allocation F-1 Date(s) of Revision(s)
(Please attach previous allocation)
onfirmation
Prepared By:,�Reviewed By:. W 1*1
C/

FACILITY NAME
lyd2mn=Nrlyr;N
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
7010 : 1.52 CFS
DRAINAGE AREA
REQUEST N0. : ti(.:Cq
WASTELOAD ALLOCATION APPROVAL FORM'X•***k*************
SCHNEIDER MILLS001
DOMESTIC
ALEXANDER
MUDDY FORK CREEK
W7010 :
: 6.74 SQ.MI.
REQUESTOR : DAVE ADKINS
SUBBASIN : 030532
CFS 3002 : CFS
STREAM CLASS :C
**##***#*******## RECOMMENDED EFFLUENT LIMITS
WASTEFLOW(S)
(MOD)
.009
BOD-5
(MG/L)
:
30
i`
�- 63
vvv \9
NH3-N
(MG/I_)
l(J
D.O.
(MG/L)
5
M��
`(
PH
(SU)
:
6-9
Qul;L
FECAL COLIFORM
(/100ML):
1000
TSS
(MG/L)
:
30
C.^
FACILITY IS : PROPOSED ( ) EXISTING
LIMITS ARE : REVISION ( ) CONFIRMATION () OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER
SUPERVISOR& ODELING GROUP
REGIONAL SUPERVISOR
PERMITS MANAGER
: -- -BATE : 1 I PJ3
y ___
- ------DATE :_00 m-
: -I -'-'__.- ---BATE :_ y /�I

!o
li —
J-c.i�,�,�Q.w
�6z�
0.7 �-
�I
-, Ux x
•fin 5�-

MODEL RESULTS
DISCHARGER **SCHNEIDER MILLS
RECEIVING STREAM :MUDDY FORK CK
��***********�****�lc�tc***********�K*�k****�!c***�1t�k****�K**sic*****�tc�lc**��:�►�►�lc*aic�K*
THE END D.O. IS 5*05 MG/L
��**********�!c**�!c**�fc*�Ic***�C*****************�k********�►*�It�tc*�ic�:��C��:�t�l►7it�►****
THE END CBOD IS 29,11 MG/L
THE END NBOD IS 0,00 MG/L
��**�**���***��******��**�k*****}!c***�K�(c*�[c**�K�ic�lc*�!c****�C**at►�k**�:�K�k****�K�*sic*plc
THE D.O. MIN. OF SEGMENT 1 IS 4.98 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 142
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 95 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.O, IS 5 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0.7626 MGD