NC0060534_Wasteload Allocation_19841119

fi7c,77 pod
Engineer
Date Rec. I #
Facility Name:
Existing
Proposed
NPDES WASTE LOAD ALLOCATION
6 Q1 E i CAJ uj
Permit No.: ' O G or34
Design Capacity (MGD) : • -S
Fek;'›JGI Class •
Receiving Stream:
Reference USGS Quad:
(Please attach) Requestor•
Pipe No.:
Date ��� Fe?
County: // zl41/1„,,'�4
Industrial (% of Flow): Domestic (% of Flow):
Sub -Basin:
4'I ") 14.1) K pi✓ s
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Regional Office
- 64 -0 3 -a /
6
Design Temp : 2 0 C
7Q10 : 164 c -Cs
nilLocation of D.O.minimum (miles below
E
0
0
4-0
Drainage Area: ZZm v•12 Avg. Streamflow: • 7 s° c' -
Winter 7Q10: 30Q2•
outfall)• 0
Velocity (fps): L)s 4) K1 (base e, per day, 20°C):
Slope:
t) ' K2 (base e, per day, 20°C)•
4.1
Effluent
Characteristics
Monthly
Average
Comments
$o`la
30
s
(4.
c2c
toot)
lop „C
, v
G-1
sv
,Pi-1-
Original Allocation
ised Allocation
Confirmation
Prepared By:
I1
Effluent
Characteristics
Monthly
Average
Comments
Date(s) of Revision(s)
(Please attach previous allocation)
Ld,C)(1(1 g_alV
Reviewed By:
•
Date:

v
0
Aequest No. : 1086
WAE1 OAD ALI FOAM
Facilixg BPEVnno
Type of Waste DOMESTIC
Status P�0POSED
Aecei"ing Stream FAENCH BQOAE) AIVER
Sxream Class � C
Subu++**+*��'
CounxV TAANSYLVANIA Drainage Area (sq mi.) 220
AeQional Offi(cfs) 161 --
Pequestor � DAVE ADKINS Winter 7(410 (cfs)
Da�e of 10-16-84 30g2 (cfs)
Quad Average Flow <cfs> : 730
PECoMMENDED UENT LIMITS ---------
Was�eflnw (mgd> � 2.5
5-Day ROD (mg/l> 0
Ammonia Ni�rogen (mg/l) �
Dissnlved OxVgen (mg/l) �
TSS (mg/l) 30
Fecal Coliform (#/100ml)1000
pH (SU) 6-9
_
....................... .... --... ............... ... ........... ... ... ..... ------------ COMMENTS .... -.... .... .... .... '
Level B used .?.o model .2 mile stream reach to Olin.
No with predicted by model�
Aecommended by P .... . ... ..- oa�e_}
Peviewed lay :
�
Aegional Supervisor
Approval is (
) preliminary (
Permi�s & Eng�neering__
�
oa�e
Date_�� �~
~'> final
ddL

(e<(c _ Zo(
g013 Ib-a�L = 22'
J
p`r � � d i c0 S o 1.k _ Q__\
n c
Owe I°Q CTS ti,.� b1.M S v�loc

***'MODEL SUMMARY DATA ***
DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMPERATURE
BREVARD
FRENCH BROAD RIVER
161 CFS
20 DEGREES C.
S►IBBASIN : 040302
STREAM CI ASS: C
WINTER 7010 : CFS
WASTEFIOW : 7.5 M1P
1 LENGTH I SLOPE 1 VELOCITY !DEPTH 1 Kt 1 Kt 1 K2 1 K2 1 Kn 1
I MILES I FT/MI 1 FPS 1 FT 1 /DAY 1 (a20 I /DAY I P20 I /DAY 1
SEGMENT 1
REACH 1
I 1 1 1 1 1
0.201 4.001 0.841 1 3.62 0.38 1 0.38 I
I 1 1 1 I 1
1
2.961 2.961
1 1
0.001
*** INPUT DATA SUMMARY ***
SEGMENT
FLOW I CROP I NB0D 1 D.O.
CFS 1 MG/L 1 MG/L 1 MG/I
•
1. REACH 1 1
WASTE 1 3.875
HEADWATERS1161.000
TRIBUTARY 1 0.000
RUNOFF * 1 0.000
1.10.000
2.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
8.300
0.000
0.000
* RUNOFF FLOW IS IN CFS/MILE

. L4
*********4 MODEL RESULTS ******4***
DISCHARGER :BREVARI►
RECEIVING STREAM :FRENCH BROAI► RIVER
**************:***************:44*.4.******************************4*****
THE END U.O. IS 8.13 MG/L
***************************************************** ****4*:*****4:****
•
THE END CBOD IS 4.51 MG/L
*****************************x*****************4*x:*************4.******
THE END NBOD IS 0.00 MG/L
*************************************************:*************:*4'******
THE D.O. MIN. OF SEGMENT 1 IS 8.10 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEFOINT 0
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 .T.S 1.10 MG/L OF CROD
THE WL..A FOR SEGMENT 1 REACH 1 TS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 0 MG/L
THE WASTEFLOW ENTERING SFG 1. REACH 1 T.S 2.5 MGD
*******************:%******************4.*******************************