NC0055913_Wasteload Allocation_19840112

110
T,�.� .¢ucoCe�� Q�•�Z'�e`-Zi�R�t� ..�►. �ircvu�..•
NPDES WASTE LOAD ALLOCATION
Facility Name:
Existing
Proposed
IN
Engineer
Date Rec.
#
C."
l a - 115
�q
Date:
12-1t— �.3'
Permit No. • W4-66 `S.'S%� 3 Pipe No. 00/ County:
• 03
Flow): Domestic (% o Flow):
o� o
Class: Sub -Basin:
Requestor: Regional Office
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Capacity (MGD): • O !r Industrial (% of
Receiving Stream: PDLal,Ai efe&k
~W SAA/T-
Reference USGS Quad:I�F (Please attach)
"01' 0-
2
Design Temp.: �c� Drainage Area: _ L& M Avg. Streamflow: �' L
7Q10: 0.0 Winter 7Q10: 30Q2:
� Location of D.O.minimum (miles below outfall): Slope: - -
Velocity (fps): o1I . Kl (base e, per day, 200C): K2 (base e, per day, 200C):
0
M
�c
s
w
a�
F—
Effluent
Characteristics
Monthly
Average
Comments
2
r-
tr
.%
Original Allocation
Revised Allocation Q
Confirmation
Effluent Monthly
Characteristics Average Comments
Date(s) of Revision(s)
(Please attach previous allocation)
"o repared By: Reviewed By: Date: �� 0
Or
J

FACILITY NAME
TYPE OF WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
7010 : O^O CFS
DRAINAGE AREA
REQUEST NO. 697
WASTELOA0 ALLOCATION APPROVAL FORM
E c� U v �� D
� MONROE MHP
t DOMFSTIC
� GUILFORD
� WINSTON-SALEM
� POLECAT CREEK
W7Q1O :
� 1^6 SQ^MI^
!�Al '1984
WATER 0�AL!TY �,E[TON
OPERt.TDNS3RANC!�
REQUESTDR HEIEN FOW|ER
on ow c
SUBBASIN 5-13 9fd)�-
CFS 3002 : CFS
STRFAM CLASS :A -II
RECOMMENDED EFFLUENT LIMITS
WASTEFLOW(S)
(MGD)
O3 f 04
BOD-5
(MG/L)
12
NH3-N
(MG/L) t
4
D.O.
(MG/L) |
6
PH
(SU)
6-8^5
FECAL COLIFORM
(/100ML):
1000
TSS
(MG/L) :
30
FACILITY IS : PROPOSED (v') EXISTING ( > NEW ( )
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PRFVIOUSiY JSSUED
REVIEWED AND RECOMMENDED BY:
MODELER
SUPERVlSOR,MODELING GROUP
REGIONAL SUPERVISOR
PERMITS MANAGER
� -DATF
� A
'
�n ~ ' DATE
v^�' �- �

Lt Q
377 0, z&
o, �
4 -7
CA44
IZIZT/63
IAC.6�Cl
Lek C,
M
-76o
IsD '
-7k ,
73,,) '
7� .

I ' •
DISCHARGER
RECEIVING STREAM
MODEL RESULTS
MONROE MHP
POLECAT CREEK
THE END DrO. IS 6+03 Mika/L
THE END CDOD IS 12.97 MG/L
THE END NBOD IS 0.00 MG/L
THE I.O. MIN. OF SEGMENT I IS 4.93 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0+6
WHICH IS LOCATED IN REACH NUMBER i
THE WLA FOR SEGMENT 1 REACH I IS 28 MG/L OF CBOD
THE WLA FOR SEGMENT I REACH I IS 0 MG/L. OF HE;OD
THE REQUIRED EFFLUENT I.O. IS b MG/L
THE WASTEFLOW ENTERING SEG I REACH 1. IS 0.04 MOE,
12

*** MODFL. SUMMARY DATA ***
DISCHARGER I MONROE MHP
RECEIVING STREAM POLECAT CREEK
7010 2 0.0 CFS
DESIGN TEMPERATURE 25 DEGREES C.
o3 osoy
SUBBASTN 5_4-
STREAM CLASS: A-T I
WINTER 7010 : CFS
WASTF.FLOW : .04 MOD
I LEN►:aTH I SLOPE.. I VELOCT.TY I DEPTH I Kt I Kn I SOD I K2 I Net PS I
MILES IFT/MI I FPS I FT i /DAY I /DAY IMG/M2DI/DAY IMG/L/DI
SEGMENT 1 1 1.901 21.201 0*100 1 0.20 1 0.66 1 0.00 1 0.01 4.251 0.001
REACH 1 I I I I I I I I I I
ALL RATES ARE AT 25 DF..GRF..FS C.
*** INPUT DATA SUMMARY ***
FLOW
i GBOD I
NBOD I
D.O. I
I
CFS
I MG/L.. I
MG/L. I
MG/L, I
I
SEGMENT 1 REACH 1 I
I {
I I
I
I
I
I
WASTE 1
0.062
1 25.000 1
0.000 1
6.000 1
HEADWATERSI
0.000
1 1.000 1
0.000 1
0.000 1
TRIBUTARY 1
0.000
1 0.000 1
0.000 1
0.000 1
RUNOFF * 1
0.000
1 0.000 1
0.000 1
0.000 1
* RUNOFF FLOW IS IN CFS/MILE