NCG550040_wasteload allocation_19890105

1JearSS©O o
PERMIT NO.: NCB
FACILITY NAME:
Facility Status:
(circle one)
Permit Status:
kink ems)
Major
NPDES WASTE LOAD ALLOCATION
G.ross,sioe .
DUSTING P®OP+06Ea
RENEWAL 1 CWICATION
Pipe No:
Design Capacity (MGD):
UNPERNITTED
. coo G2°&°)
Domestic (% of Flow): --- /005
Industrial (% of Flow): —1')
Comments: `TT iS t5
J i
LIIz � Tr
RECEIVING STREAM: 4)4-2 i i �►CE C4J C
Class:
Sub -Basin: 0.2 - a ';'-.2D - cI"h1413.$4
Reference USGS Quad: - r ) (pleas•
County: uE.=A/
Regional Office: Ilk Fa
(circle sae)
Requested By:
Prepared By:
Reviewed By:
t
attach)
Ra Wa Wi WS
GtG
Date:
Date:
Date:
Modeler
Date Rec. ••
w 1
Zco
///i/88
495'<9 j
Drainage Area (ml) " ,7 Avg. Streamflow (cfs): 7-'s
7Q10 (cfs) Winter 7Q10 (cfs) '42 30Q2 (cfs) 3.0
Toxicity Limits: IWC ___._ % (circle one) Acute / Chronic
Instream Monitoring:
Parameters
Upstream A/ Location
Downstream Location
Effluent
Characteristics
Summer
'
Winter
BOD5 (mg/I)
3o
NH3-N (mg/I)
OP
D.O. (mg/I)
,v,,
TSS (mg/I)
so
r
F. Col. (/100ml)
wr
PH (SU)
N✓
PLOITED
_
Comments:

•
on Cer,"
y
O'
1-
Hawsha,w.�untain
�_r•''r'llawsi,aw LuoVoa- ower"
I
m
0
_E FALLS) 3. _t 1.1, TO OLUE R%DGE
IV NW MI
SCALE 1 24 000
0
. a
2000
1-
Clark Cern
y1
300) 4000 5000 6000 7000 FEET
1 KILOMETER
.ONTOUR INTERVAL 40 FEET
GEODETIC VERTICAL. DATUM OF 1929
Midwlyh +:
:=
•
•
LOCUS
i
I'r:
V m
A O
l
°I1 55' 418
1 MILE
lVEWL.&nvP Qu D•
I"
nn-Haver
I
INTERIOR-GEOLOG CoL
. �./: LE ALLS 5.7 MI p
1 .Nl . i I i (:ARO!. INA IF .�-
ROAD C
Heavy-duty
Medium -duty
I ight duty
1„ de-efooeu a'ea.

WA I L O A L LO AT
R r.'. m, t Number N 0
Fa< 1iLy N H = N) LIi_ R Y SMITH
Type of Was : 00 OMEST'pr DEC ? 0 1988
S PRO 0 ED
Re e v.: .tr.. .m MILL TIMBER '.REEK
stream C-TROUT
Asheville Regional Office
:1 330
Asheville, North Carolina
03
yun y r r Y' rO,ra i na Are (sq , 3 717
R,eg'Hn 1 Oi fi ; AR Averq- Flow (cfs. 9,5
Eaequ• s ,)r : ER Summer Q 10 - fs) 1.6
Dc a f c;u- 11/ /88-inter ;?QiO cfs) : 2
j'.) N f"
AL FOR -R-EEElVED---
Water Quality Section
W hi i;r E 1.: 0 EFFLUENT L I M1 I!
•w t1 :,r,: (rnyd): 0.00012
...U,, y BOO (my: 1) : . 3
',mmc=;,'i a N 1. ag rr ; rn /1) : NR
1 sO1 ad 0. .tg n (may/ 1): NR
11-i
Fe :1 C if r'm l#. 1OOm1 ; NR
p (SU) N
(V/N 1 N.
Dov'nstr'e rn ( N) = i',
Rev. d by
y
`T ch . Sur raort Supery i or"•
Rgiora1 a ervi •or
Permits & _nyine rinc
T 1ON ITOR . NG ..... _
L on
oc; at.i r, p
. fAN
- COMMENT
S Q t w is R(02_: I TCL,c, r eST
lS C tU
:_:.mmf. nded by
/A C
/z/>3477
Date
Rifv-
f/si
or
Ri_ 1"UR1Ni `.0 i E HNICAL., FER.viCr
BY
JAN 17 1989

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02.1311 39y4(f 7)
9 =15 sty-p..•
13
CtK. r3tt 13
4:7243tt72.7"17-
1%VowLOe* J
V Gins:. mat
/'El
as �, 6 2, /383
c'4.13,47 z= 02,3?
,)-7C,10 �/ fr ` /, G c73 /3,' ' i''i+ L = U, 407 (64, L
Lde
f ! t t+llfd s,S
H�of., Af.// 77.ii,� c- \
, Nblt , if.-dt-I
79 /3,17.,.,s` 0, SSyC//4, L
ffl m,e 4 d AA S. C, a-aJSAQYL `JLiS 74
(.Z39 � z r'd'd� c/ = 927 cis
iL#n c79la (o,fir) 3 (3/low/ /, 56 c15
647914 ; SSi e44, 7( 3,47 c6

Nadi / or7471 /-e
co, (% J
= :6 --- Z c6. = /O. P c
0914) = .?,f E.4 — 0.77c7 _ /, 63 c7c
� sit w 71w = 3, g c{3 - I. / _
ditt=
eve isHew/ Pure7J'/
lirCOW s "95fo
9" L 7c%L
SSMi
/,4,3c— 4s-6a{
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/5 /f.7th
Sc{3 - ¢ cf5
3Ycfs
(.079la ,1' ..,.:
770/e /) ( afskw-E C'r )
579/0 = 0,774

Ate
,O7 AI& (.1;),4-$
1 03,12P= go t e
Aytc , '23
Pit/A, c-Coi
57gta = a ars/�,%
6079irv/, = ,'
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A)
f75 6:
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dist
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cisstance.
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- -
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00.00 0.00
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t.0010
u.00.71
0.0000
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SIGPE1 YLOCITY ;DEPTH; Kd 1 Kd i Ka 1 ,.s KN 1 KN KNR I 10;
f:,mil fps 1 f; Ides1gn; fr20' Idesignl @ 0' (design! 420' Idesigi;l @20°
1 1 I 1 1 1 1 I 1 1
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t. -ach 1 1 1 1 1 1 1 1 1 1 r i 1
1 1 1 1 1 1 1 1 =. 1 1
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1 1 i 1 1 1 1 1 1
I I I I I I I I I
Segment 1 0,251 ..,501 3.215 1 0.71 1 0.43 1 0,34 1:3.99 1 '2.551 '.73 0.50 1 .73 0.d
Reach 3 I i 1 1 I 1 I I 1 I 1 1
1 I j 1 1 1 I 1 1
Segment 1 0.231 32.501 0.256 1 0.19 1 0.'4 1 0.35 16,70 1 :4.981 0,:3 , 3.50 1 j 0.5C 1
Reach 4 l 1 1 1 1 i 1 1 1 1
I I 1 1 1 i 1 1 1 i 1 1
5egmen 1 I 0.231 32.501 0.:67 1 0.80 j 0.45 1 0 117.45 5,651 0.. 1 0.53 1 0.73 1 0.00
Reach 5 I 1 1 1 i 1 1 1 1
1 1 1 1 1 1 1 1 1 1
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Reach 6 I 1 1 1 1 1 1 1 1
1 Flow I E, C,D I iN
1 D ..:
c i `_ I mg/1 I m4.1/ i j m9 1 1
-_ ;., m n c: 1 R _.... h 1
w :st; 0.002 I 45 01A I 00 , 0 : 1 j00
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r.;
d00EL 01- MIL_ IIM ER 7.-
- MODEL HEHILIS
Disch•-rg MR. NO .E AY MiH
cal v n - m . MILL TIMbR
•_nd D.0- —
c_BOD is m /1.
rhe .nd AGOD is 1, 41 /1,-
WLA -,LA WLA
00 din ...COD .00 0 Wasr-,i. P1
(m.„1/1) Mliepc.,int Reg h V (m1,1/1: (mg/1 (ifig/1:1
Segment 1 44
Reach 1 0.00 ,0) 0 JO .1.00n 1
Reac 1,).00 90.00 0 00 0.0001
R .h _ 0 .01) 0.0 0.0G 0.00 0
ech 0.00 0.00 0.00 n.ou 0
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0.00 0UL 00 0.0000
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De.. n re:lip ra tur• : 5.5
_E ELOPE' VELOCF OW 1 Kd I Kd 1 i= 1 Ka 1 KN 1 KN I KNR I KN'r.'
e ! ft/mil fps Idesignl e20` Idesignl ti20° Idesi nl #20° IdesignI @20°
l i l l 1 1 I I I
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Reach 1 i 1 i I i I 1 J 1 I I
1 1 i I I 1 I 1 I i
';gment I 0.1.5, 45.401 0.238 0.5. 1 51 J 0,4t3 121,67 19.441 73 0.50 I .13 10.C'0
Reach I 1 I I I I I I
1! I I I 1 f 1 1 1
3.251 32.5 0. 14 0.7! 19.4: 0. 4 113.98 I 2.54 0.73 1 0, . 10.73 0.00
t;.ac1
1
iegment 1 0,. 1 32,E 0.255 10.79 I .3.44 16.35 115.69 I4.97 0.73 1 0, .0 0.73 1 0,00
Reach 4 1 I
1 I I I I 1 1 I {
Segmen- 1 I 0.23I 32.. J 0.267 10.60 0.45 J v.35 111.44 15.64 0.73 I L'.50 0.73 10.00
Raw' 5 1 I I I I I I 1
I ! I I I 1 I 1 I I I
5egmept 1 1 1 601 2<.501 0.320 11.27 1 0.37 10.29 114.46 2,:.71 0.73 10.50 1 0.73 0.00
Reach 6 I 1 1 I I 1 i I
I 1 I• •01 1 i, u BOD 1 D O.
1 w t. I mg/ 1 I mg/1 1 mg 1
. gwant 1 R each
Wars.t I 0.J00 I 0.000 1 .1.000 0.000
I eadwater:3 I 1.b66 1 :-.000 I 1.000 7,440
r• 1.,utar\ I 0,000 I 2 000 1 1.00U 1 7..440
,; ._ t ; 0 1t7 1 s.u00 1.200 1 .440
O gment 1 2
0,00 4 . 00 I 90.000 1 0.00u
ii•0LLftar: I 0.0 0 1 2.000 1 11 , 000 1 7.440
uno ; J 0.1 7 I . u00 I 1.000 1 7.440
e h d , n t. 1 3
V41:Aste I 0.000 I 0,00C I 0.000 0.000
Tributary I 0 000 I -'.000 1.000 I 7.440
* R[. ,tiof i I 0. 1 _' i 2.0 0 I [:..000 1 ' .:440

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* Ri!n F 1 0 217 II ,OA) 1
y Pt 1
We -e 0 000 O.
rii. t1 y ! .800 0 0 I
Ru cr=f IO., 2,000 I
11 w cfs/miiif
0.0 0 1
1,000

f_?niiiE
MOD - I OF HI • 1. I' e,;:.. IrIZ 0I a'_I..
j G I Ne,r :h # I -+ 'i f( D. ( . L) j F 1 (,,w 1
1 i 0,00 7.6..4 . i 0 0 1, z 6
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1 1 0,02 . 52 1 . 9:9 1 . 00 1. )!3
1 '+ 0.03 7.515 'I. 5! 0 1.56
1 0.04 7.59 I 99 0.99 I. ;" 7
1 0 . 0'. . 62 1 ::9 . 1:J 1 . 5 7
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f i 0.08 . 71 98 0, 1.5.
1 1 :,0' 7 • i 8 0 11 5 7
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1 1. 1 ?-'• i. 4 1.0) 0 .. 7 1 58
0. 1 5 7.86 ' 96 0.97 1- 0
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1 0 3 0 8 04 1 0 6 '0
1 0 0 8 04 1. 3 0.9 1 60
1 0..'' 8.06 .92 ij 9.21 1. 0
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1 ? 0.50 3.9 1.88 0 I.1':' 1 . .
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1 a 0. .5 7 8 1 ., . ..„±a. 0
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1 4 U. 0 1.90 0.93 2.41
1 ..:51 . .0 1 90 0.93 I'.;:,
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1 5 0,64 7. 7 1.00 0.9z 2.42
1 4 0. 5 98 1.89 9 2.42
1 - 0.6- 7 9 ..81 0 2 42
'i ,I4 0. 7.99 1 :9 0.92 43
4 0. 8 . 0 1_8' 0 92
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Reach
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Segment 1 0,151 45,-01 0.236 10.6 1 0.51 I 0 0 121,69 1 19.451 0.73 0.50 10,13 1 ,3'
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Reach 3 l i i
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Reach. 5
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Segment 1 1 1.51 22.50 0.320 1 1.27 1 0.37 1 0. 114.46 2.971 0.73 i 0,50 ( 0.73 0.00
Reach 6 1 I I I I I 1 I I
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* Runoff <.413 1 2.000 ( 1,000 1 7.440
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