NC0055271_Wasteload Allocation_19830413

Facility Name.
-S>N1ELv5 Ye,
NPDES WASTE LOAD
AlE
ALLOCATION
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Date:
3 /
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E
v
_
Existing Q Permit No.: N C 0 6 55 -?-It
Pipe No.County:
A�,.,A,��E
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Proposed
O • DOIv
a'
�
O o01
Design Capacity (MGD): Industrial (% of
Flow): �— Domestic (% of Flow):
�40 i
�
T -/
Receiving Stream: / 2ewhr ��E��-.
Class:. C� Sub -Basin:
c
DACE uA47
J/" "73CARegional
Office
Reference USGS Quad: (Please attach)
-Requestor:
AJAI
—
(Guideline limitations, if applicable, are to be listed on the
back of this form.)
Design Te 5 CIC Drainage Area: �S / M ?� Avg. Streamflow:
7Q10: G Winter 7Q10: 30Q2-
as ,
� Location of D.O. minimum (miles below outfall): Slope: llAA N
E Velocity (fps): D 1 Kl (base e, per day, 200C): K2 (base e, per day, 200 0 :
0
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Cj
M.
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,
=CommentsCharacteristics
.-
(Effluent I Monthly(
Characteristics Average Comments
Original Allocation
Revised Allocation FJ Date(s) of Revision(s) —
(Please attach previous allocation)
� 0
�� Prepared By. wed By:- Date:

FACILITY NAME:
TYPE OF WASTE
COUNTY
REGIONAL OFFICE.
RECEIVING STREAM
7010 : 0.0 CFS
DRAINAGE AREA
9
REDUEST NO. 515
WASTELOAD ALLOCATION APPROVAL FORM
�dcoo
SHIELA MHP
DOMESTIC:
ALAMANCE
WINSTON--SALEM
TRAVIS CREEK
W7Q10 :
♦ i5.7 S Q ♦ t ((�� l i v
VAT"Guntur DN.
n
REGUEaJOR
SUBBASiN
CFS 3002
STREAM CLASS
jIM WATSON
03i.'602
ME
CFS
RECOMMENDED EFFLUENT LIMIT
WASTEFLOW(S) (MGD) : .0075
DOD-5 (MG/L) : 10
NH3-NI (MG/L) t 2 RECEIVE D
D.O. (MG/L) : u
PH (SU) : 6-8.5
FECAL COLIFORM (/100ML) : 1���ov '��� i` ~'�
WATER QUALITY SECTION
OPERAtION5 BRANCH
FACILITY IS . PROPOSED ( ) EXISTING ( ) NEW ( )
LIMITS ARE : REVISION! ( ) CONFIRMATION i ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY!
r`i0DELEf.:
SUPERVISORYMODEi_ING GROUP
REGIONAL SUPERVISOR
PERMITS MANAGER
APPROVED BY :
DIVISION DIRECTOR
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a%% MODEL SUMMARY DATA ***
DISCHARGER
! SHIELDS MHR
SU§BASI§ !
030602
RECEIVING STREAM
! TRAVIS CREEK
STREAM CLASS|
C
7010
! 0.0 CFS
WINTER 7Q10 !
CFS
DESIGN TEMPERATURE
! 25 DEGREES C.
QASTEFLOQ !
O,0075 MB§
ILENGTH|SLOPE I VELOCITY |DEPTH i Ki | Kt | Kn | K2 | Qro
|MILES |FTZMI | FPS I FT i /DAY |ZOAY I/DAY I/DAY |CFSZMII
SEGMENT 1 | OZOI ±7;601 0,10 10,0y ! 0.8? ! & 89 ! 000 i 3433 ! 0.00 1
REACH i | I | I | | i ! ! I
ALL RATES ARE AT 25 DEGREES C,
.

I
FLOW 1
CDOD 1
NBOD i
D.Oi 1
1
CFS I
MG/L I
MG/L. I
MGrL 1
SEGMENT 1 REACH I i
WASTE i
o;o1 1
18.00 1
0.00 1
600 1
HE t't'L" WA T ERS I
0 tit: I
V oo 1
000 1
rj &0 i
TRIBUTARY 1
0400 1
0400 i
000 1
0.00 1
RUNOFF F1
0.00 1
0.00 i
0.00 i
000 Gti i
;;< RUNOFF FLOW
IS IN
CFS;`MILE

DISCHARGER
RECEIVING STREAM
********** MO`EL RESULTS **********
!SHIELDS MHP
|TRAVIS CREEK
**********************************************************************
THE END D~O^ IS 5^03 MG/L
**********************************************************************
THE END CBOD IS 13^72 MG/L
**********************************************************************
THE END NBOD IS 0^00 MG/L
THE D~O, MIN^ OF SEGMENT 1 IS 503AG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0.5
WHICH IS LOCATED -IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 18 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 0^0075 MGD
**********************************************************************
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