NC0032131_Wasteload Allocation_19811030

i \ to
Facility Name:
Existing
Proposed
El
NPDES WASTE LOAD ALLOCATION
rve¢d'si2 P&i(togcl
Permit No.: Are_ao3.2/3 /
Design Capacity (MOD): D-OUP ii
Pipe No.: 00/
Date: 7 P"i4-a/
County: 6(1/441i1
Industrial (% of Flow): Domestic (% of Flow): /00n
Receiving Stream: !Z4) U41- Fog- - OF S d1 F xk .catici.Class
Reference USGS Quad: &twit-X-e - (Please attach)
Requestor-
Sub-Basin : /UGAc> di 5-' e 7-o/
!%%i-ePeRJ e
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Regional Office
Design Temp.:
7Q10: Crs
D°�
Drainage Area: 57.18 ,-
Winter 7Q10:
a�
Location of D.O.minimum (miles below outfall): OS) n^'`
E Velocity (fps) : ). ;)--, K1 (base e, per day, 200C) : r).4 - K2 (base e, per day, 20°C) • `--, (1J
0
c.
Avg. Streamflow: I%s
CO)
ar.
c&'I
L
4)
V!
Effluent
Characteristics
Monthly
Average
Comments
Soo,.,
i
-ems
3D
I
4
b -q
sk.4 .)
-er tC (DI i ire
tOCCTIs
l 100
--
Rey. ChIo tnc
4.33
nvii____
Original Allocation
Revised Allocation
/30 r
30Q2 • '6 1 0 (2-
Slope . 30 . (p t 1 "A:
Effluent
Characteristics
Monthly
Average
Comments
1
*NW. 1 NIG_ rtttd. iot OlLoriyllit •Kii- k5 %asect 914144A px..
-Ire+tt woarn.2 rPAI&U L (),,,L riv 51-a,r.d. tAI .o13. dukel. ctAs
Date(s) of Revision(s) `. "'c'°1"1-411 ' ' J` ,'� - '"-�
(Please attach previous allocation)
eviewed By:
Date:

M¢a
32.6D'
3o.
�= 3�
aku
-- D,7
30= o,z
tvf- D` °
10(/
bt
- dt,ds 4- .Rc.r `o
4 -'(''- - o
C- 2.0 $:o -r,003 . l
�, s?
/1\------3°-.
„ �' YL o 7 eec 2.d
2.65. 61(0 .
,9031
D.03 0:
(24 , 0 c4+- JAL.)
fo
(D+6)
-403,)Lo1.1Zio'8l
71(ccon_ 3. 2
002&f, d ,1 DA- = S.(�r,1z.tzt_fs
3o92, = g, 0
33O
D.'7 a_ so
(3-o. 1) C, Z al) }-3 24 - 33(02--
330z. 3 zao
-7� _1 nk-A-
Rom= o.o
,9G9 = I l0
Sur 30.6
- 0.0
SSbo

Form #001'
WASTE LOAD ALLOCATION APPROVAL FORM
#120
Facility Name: Tweetsie Railroad
County: Watauga
Regional Office:
Type of Wastewater: Industrial
Domestic 100
Asheville
Sub -basin:
Requestor:
05-O7-0l
Mike Parker
If industrial, specify type(s) of industry:
Receiving stream: Middle Fork of South Fork New River Class: A-II-TR
Other stream(s) affected: Class:
7Q10 flow at point of discharge: 3.2 cfs
30Q2 flow at point of discharge: 8.0 cfs
Natural stream drainage area at discharge point:
8.6 m2
Recommended Effluent Limitations
Monthly Avg.
BOD5 = 30 mg/1
TSS = 30 mg/1
pH = 6-9 (SU)
Fecal Coliform = 1000#/100 ml
Residual Chlorine 4:4.33 mg/1
Qw = 0.0024 MGD
Nate: 7h rr6.1Cival Gti/ov, e li s i f )5 juce 1 0„,/:1 Dri p►'ok.el'Yj
Jk -trout wedeis re4lsc J ciihr ike s✓`TGtivrli4rd of c 7/J/'
The d h.,e.v 51iouIl" fie Alcove-aUUl l/ -/t miV))'r». �e
, s veldt ae, h-iad as pos sd6 /t —
This allocation is: / /
/7/
/ /
/ /
Recommended and rev wed by:,
for a proposed facility
for a new (existing) facility
a revision of existing limitations
all confirmation
of existing limitations
464¢1 U'w Date:
Head, Techncial Services Branch �i ,F7
11a%44l
Reviewed by:
Regional Supervisor
Permits Manager
Approved by:
Division Director
Date:
Date:
Receiving stream has been
reclassified A -II TR. The
fecal coliform and Residual
chlorine limits are
included for this
reason.
0/2 iet
Date: /t/, %7