NC0032131_Wasteload Allocation_19821110

a Facility Name.
ional Office to Com
Existing
Proposed
� • NPDES WASTE LOAD ALLOCATION
-I tJ EETSI E R /Flue m
Io c-8 J
Date:
Permit No.: tJ C-- 0 0 3 Z. ( Pipe No .: 00 ! County: IA$T4'K(,
EXP4n/S, G )
Design Capacity (MGD) : 0.03 M4D Industrial (% of Flow) : "' Domestic (% of Flow) : "a %
Receiving Stream: M IDDLC Fo ic. Sou rt4 Foere Alei J APtklelass : A 1C 1WSub-Basin :
Aki.J o 1 05-0-7 -of
Reference USGS Quad • 7aDDA147i A/C- (Please attach) Requestor • HE4� -D82sb'J Regional Office 4,e6
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Avg. Streamflow:
p lip
Design Temp.: ° d � Drainage Area: 0 v(D fY►
7Q10 : _ 3. 2 Winter 7Q10 • 30Q2 • 0. Q
Location of D.O.minimum (miles below outfall): Slope. 30,(9 .I M1
Velocity (fps): K1 (base e, per day, 200C): K2 (base e, per day, 20°C)•
0
c.)
0
a)
c1.
4,
V')
Effluent
Characteristics
Monthly
Average
Comments
1301)5
'30
1_,
-15
3o
s__.
T-e coQ Lot 1,Y1) M`
f 61) rx-Q-
IGers.d
01
1,-9 (5,14
.)
.,, , co-ttoVii e
0.35
4)2_
Original Allocation
Revised Allocation
Prepared By
Effluent
Characteristics
Monthly
'Average
Comments
Date(s) of Revision(s)
(Please attach previous allocation)
viewed By: Date: � V- �-

REQUEST NO.
a
♦ 478
*********04********* WASTELOAD ALLOCATION APPROVAL FORM *********************;
FACILITY NAME
TYPE OF WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
/U10 : 3.2 CFS
DRAINAGE AREA
TWE:ETSIE RAILROAD
DOMESTIC
WA1'AUGA
ASHEVILLE
MF SF NEW RIVER
W7010 :
8.60 S0.MI.
CFS
REQUESTOR : HEATH DOBSON
SUBBASIN : 050701
3002 : 8.0 CFS
STREAM CLASS
**:****:****************** RECOMMENDED EFFLUENT LIMITS *************:******.*****
WASTEFLOW(S)
BOD-5
D.O.
PH
FECAL
TSS
COLIFORM
(MGD)
(MG/L_ )
(MG/L)
(MG/L)
:
•
•
(SU) a
(/100ML):
(MG/L)
0♦03
30
NR
NR
6-9
1000
30
RESIDUAL CHLORINE— 0.3 SJ2---
**********:*:*******************************:*****************:********:*:***********
FACILITY IS : PROPOSED (
LIMITS ARE : REVISION (
) EXISTING ( ) NE (
) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUER
ne Qw.
REVIEWED AND RECOMMENDED BY
MODELER
SUF'ERVISOR,MODELING GROUP
IE:GIONAL SUPERVISOR
PERMITS MANAGER
APPROVED BY :
DIVISION DIRECTOR
M T E
'i'ATE
I1ATE
DATE
tzcir,
-E,zt DATE : -- -_ __--

*** MODEL SUMMARY DATA ***
DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMPERATURE
TWEETSIE RAILROAD
MF SF NEW RIVER
3.2 CFS
20 DEGREES C.
ILENGTHISLOPE I
I MILES I FT/ MI 1
VELOCITY
FPS
SUBBASIiN : 050701
STREAM CLASS: A -II
WINTER 7010 : CFS
WASTEFLOW : 0.03 MOD
IDEPTH 1 K1 l Kr 1 Kn 1 K2 1 Oro I
l FT 1 /DAY 1/DAY I/DAY I/DAY ICFS/MII
i I i
SEGMENT 1 I 0.701 30.601
REACH 1 I 1 I
1 I I I I 1 I
0.20 1 1.03 1 0.44 1 0.44 10.00 11.91 1 0.00 I
I 1 I I I 1 I
ALL RATES ARE AT 20 DEGREES C.

********** MODEL RESULTS **********
DISCHARGER :T#WEETSIE RAILROAD
RECEIVING STREAM :MF SF NEW RIVER
*:****************************4***********:4*k.44..*'4*********************
1.HE END D.O. IS 8.64 MG/L
*************************************************4********************
THE END CBOD IS 3.23 MG/L.
************:****:******************************************************
THE END N&OD IS 0.00 MG/L
*******************:***:***********:**************:*44*******************
THE D.O. MIN. OF SEGMENT 1 IS 8.18 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEFOINT 0
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 110 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 0.03 MGI'
*****************************:*****************************************