NC0049620_Wasteload Allocation_19860911

Engineer Date c .
NPDES WASTE LOAD ALLOCATION tech /4 $ 94
Facility Name: „QJ U.� rfar sP�/1/C S ,'mitts/,�f�-� zGz______ r %� Date
Existing
Proposed 0 Permit No.: COG4%2-O
Design Capacity (MGD):
n/0(�
Industrial (% of Flow):
Pipe No.: Ov( County: A A-D(5clly
Domestic (% of Flow) : (�
Receiving Stream: RENSU-( 612-p/1c0 Class: i 5 ' -LL! Sub -Basin: ().4_ -O 3 -O 4-
Reference USGS Quad: t-j . NL (Please attach) Requestor: Regional Office ARC
koT sprzwe,5
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: o1L(T.'
7Q10 (cfs)
Drainage Area (mil) : 15603 Avg_ Streamflow (cfs) : a(D (02—,
Winter 7Q10 (cfs)
13.3
30Q2 (cfs)
Location of D.O. minimum (miles below outfall): 6 Slope (fpm) '7.7
Velocity (fps): 1.'7a0 K1 (base e, per day): ,5/ @ o24t-K2 (base e. oer day): f2.7(p e, 0,4'G
Effluent
Characteristics
Monthly
Average
Comments
al)-T.
& /1)
.36
T55
( /I)
Fec.Co(.
(Yoorc )
(cO 3
Et
L50)
,
is -9
,
P
,, \
Effluent
Characteristics
•'onthly
t _verage
i-8V
Comments
PLOTTED
Reviewed By:74—#674
Date: 9'll-R-6

Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
WASTELOAD ALLOCATION APPROVAL FORM
TOWN OF HOT SPRINGS
DOMESTIC
EXISTING
FRENCH BROAD RIVER
WSIII
040304
MADISON
ARO
SAM BRIDGES
8/28/86
D17NE
Wasteflow
5-Day BOD
Ammonia Nitrogen
Dissolved Oxygen
TSS
Fecal Coliform
pH
/
'
Request No. :3390
Drainage Area (sq mi)
Summer 7010 (cfs)
Winter 7010 (cfs)
Average Flow (cfs)
RECOMMENDED EFFLUENT LIMITS
:
(mgd): 0.01
(mg/1) : 30
(mg/1):
(mg/1):
(mg/1) : 30
0/100ml>: 1000
(SU): 6-9
COMMENTS
/ /I
Recommended by [_~�Q/;
Reviewed by:
Tech. Support Supervisor
Regional sor _
Permits & F�gineering _
Date
/
<.
Date
(- ����/��1�u
u`�^~","�=
jk*t,#~6/01rI&A
wwgh C-6*045,w
: 1563.
: 598.
: 733.
: 2612
Date
_
. '
Date
��da

Discharger
Receiving Stream
The End D.O. is
The End CBOD is
The End NBOD is
MODEL RESULTS
o TOWN OF HOT SPRINGS
: FRENCH BROAD RIVER
7.93 mg/I"
1"97 mg/l"
Segment 1
Reach 1
DO Min
7"65 0.00 1
129
WLA
DO Waste Flow
(mg/1) (mgd)
0"00 0"01000

*** MODEL SUMMARY DATA ***
Discharger : TOWN OF HOT SPRINGS
Receiving Stream : FRENCH BROAD RIVER
Summer 7O10 : 598.
Design Temperature: 24.
Subbasin : 040304
Stream Class: WSIII
Winter 7010 : 733.
ILENGTH1 SLOPE! VELOCITY 1 DEPTH! K1 1 K1 1 K2 / K2 1 KN 1 KN 1 KNR 1 KNR 1
1 mile 1 ft/mil fps 1 ft ldesignl 020' :design: 020' !design! 820' ldesignl 020' 1
Segment 1 1 1.001 7.701 1.726 1 4.81 1 0.51 1 0.42 112.76 1 11.701 0.00 1 0.00 1 0.00 1 0.00 1
Reach 1 1 1 1 1
1 Flaw
1 cfs
Segment 1 Reach 1
Waste 1 0.016
Headwaters 1598. 000
Tributary 1 0.000
* Runoff 1 0.380
1 CLOD
1 mg/1
1 NBOD 1
1 mg/1 1
1129.000 1
1 2.000 1
1 0.000 1
1 2.000 1
* Runoff flaw is in cfs/mile
0.000
0.000
0.000
0.000
D.O.
mg/1
0.000
7.650
0.000
7.650

-k.
,
`
----- ----4
---- -----'---------'---- ---- ----'--'--------'
'
V v��
^7W� ~8.`~
� 7,33 pL wow.= ���. '
_l
`
. ` \
\ \
--
'--
-
39
'
�7y�
.
!
_ !
/
�
\\
\

StreQm : 7ktitck 5yoctcl i-
( lain Ste r+i
•
lor
•
112,
•
414
412
14
,22
.22
J
•
■
4
411.
.44
1ekv
boo
Ia80�aBU
CUM
dlSt
slope.
a.L
distance.