NC0055905_Wasteload Allocation_19830712

0
CIA
0
L'
ev
s
w
a�
H
_11tD n t31 I I (6'�)
NPDES WASTE LOAD ALLOCATION
Engineer
Date Rec.
#
Z�
Facility Name: 7lb�SuN �G-'V120 %lffc�v� / UIlL �,A,'' ]p �`''A Date •
Existing a Permit No.: A/0005_5 170s Pipe No.: Do I County: ���✓fy�y''�"�"� Proposed
Design Capacity (MGD)• �•� 4(p Industrial (% of Flow): Domestic (% of Flow): ����•
Receiving Stream: WUPA Dik ve ll Class: C- Sub -Basin:
Reference USGS Quad:,_(Please attach) Requestor: ­�Ve Office
GgMW
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: o v Drainage Area: 0Z D• i9c Ps .
7Q10: Winter 7Q10: �� 54i - 30Q2:
Location of D.O.minimum (miles below outfall): o,('q&� Slope:
Velocity (fps):- ( Kl (base e, per day, 200C) : K2 (base e, per day, 200C) : 3 I'
Effluent
Characteristics
Comments
91
t;0��-�y,"
Effluent Monthly
Characteristics Average Comments
Original Allocation Iff
Revised Allocation Q Date(s) of Revision(s)
(Please attach previous allocation)
nfirmation
/A;P
epared By: Reviewed By: - ate: lJ ✓

FACILITY NAME
TYPE OF WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
7010 : 0.1 CFS
DRAINAGE AREA
REQUEST NO. : 597
WASTELOAD ALLOCATION APPROVAK FORM
THOMPSON DEVELOPMENT
: DOMEST I .
TRANSYLVANIA
: ASHEVILLE
HUNTS BRANCH
W7010 0.1 CFS
: 0.15 SO.MI.
REQUESTOR : DAVE ADKINS
SUBBASIN : 040301
3002 : 0.2 CFS,
STREAM CLASS :C
RECOMMENDED EFFLUENT KIMITS
WASTEFLOW(S)
(MGD) :
.046
A D.O. LIMIT OF 1.0m5/1 IS
BOD-5
(MG/ L) :
30
NEEDED TO PROTECT WATER
NH3-N.
(MG/L) :
QUALITY jN HUNT BRANCH.
D.O.
(MG/L) :
1
PH
(SU)
6-9
FECAL COLIFORM
(/100ML):
1000
TSS
(MG/L) :
30
tL
O�
FACILITY IS : PROPOSED ( EkISTING ( NEW
LIMITS ARE : REVISION! ( ) CONFIRMATION ( 1 OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER 3
SUPERVISORYMODELING GROUP
REGIONAL SUPERVISOR '
PERMITS MANAGER r:
�A)jjppvn
I
- - - ..a........... DATE : - - J_ 1.-
n
�k- _Dr,TE
_

co�3olg3
NuNTS js? A-u CIA
0
D,D
03 , o ,fw 1E-s
t."4 ., o cfs
Al
7110 =_D. a
3oQz ` tF o efP
up nw-
ZO
Dr?(,)�iM' 217�
. _ 21T3-21
- jjq3 ` ! l'0 210
n�0 111) _5 � �.

** �X MODEL RESULTS
DISCHARGER :THOMPSON DEVELOPMENT
RECEIVING STREAM :HUNTS BRANCH
THE END U.O. IS 8.94 MG/L
THE END CBOU IS 9.13 MG/L
THE END NBOD IS 0.00 MG/L
THE U.O. MIN. OF SEGMENT I IS 5.25 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0
WHICH IS LOCATED IN REACH NUMBER 1 '
THE WLA FOR SEGMENT 1 REACH 1 IS 129 MG/L OF GBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 1 MG/L.
THE WASTEFLOW ENTERING SEG I REACH 1 IS 0.046 MOD
THE WLA FOR SEGMENT 1 REACH 2 IS 2 MG/L OF CBOU
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT U.O. IS 80 MG/1-
THE WASTEFLOW ENTERING SEG 1 REACH 2 IS 0.323 MOD
�n�X#��Y7X���Y�'����F�7X�n��::�1tm��Yc�����X•3iX:�����X�:��:�:��n`"•�:}X��'nM�:�; �l�X<'mX:��:X:�fi:�1:���;�'���X:��Y�:�:X

INPUT IiATA SUMMARY �c�ckc
I
FLOW I
CBOD I
NBOIi 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
1
I
I
WASTE 1
0.07 1
129.00 1
0.00 1
1.00 1
HEADWATERSI
0.10 1
2.00 1
0.00 1
8.30 1
TRIBUTARY I
0.00 1
0.00 1
0.00 1
0.00 1
RUNOFF 1
------------
0..00 1
0.00 1
0.00 1
0.00 1
SEGMENT 1 REACH 2 1
I
I
1
I
WASTE' 1
0.50 1
2.00 1
0.00 1
8.30 1
'TRIBUTARY 1
0.00 1
0.00 1
0.00 1
0.00 1
RUNOFF 1
0.54 1
2.00 1
0.00 1
8.30 1
:,< RUNOFF FLOW IS IN
CFS/MILE

}
*** MODEL SUMMARY UATA ***
DISCHARGER
: THOMP.SON DEVELOPMENT
SUF:Iir"-BSI\ t
04030:1.
RECEIVING STREAM
: HUNTS BRANCH
STREAM CLASS:
C
7010
: 0.1 CFS
WINTER 7010 :
0.1 CFS
DESIGN! TEMPERATURE
: 20 DEGREES C.
WASTEFLOW :
0.046 MGD
I LENGTH I SLOPE I
VELOCT.TY
I DEPTH I
KI
I stir
I Kn
I K2
I Oro I
IMILES IFT/MI I
FPS
I FT
I /DAY
I/DAY
I/DAY
I/DAY
ICFS/MII
SEGMENT
1
1 0.111175.401
0.10
1 0.34
1 053
1 0.53
1 0.00
131.57
1 0.00 1
REACH
1
1 ! I
I
I
I
I
I
l I
SEGMENT
1
1 0.701 71.701
0.18
1 0.57
1 0.54.1
0.54
1 0.00
123.16
1 0.54 1
REACH
2
1 1 1
I
1
1
1
1
1 I
ALL RATES ARE AT 20 DEGREES C.