NC0022900_Permit Application_20010402

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State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G Martin, Governor April 25, 1989
R Paul Wilms
William W Cobey, Jr, Secretary Director
Mr. Kenneth M. Deaver
Sugar Mountain Utilities
P 0 Box 337 ����I ®�`�^©Z�O�
Banner Elk, NC 28604 VE
t� SUBJECT: NPDES Permit Application NG0022900
99R9 Sugar Mountain Wastewater
TECHNIQL SER Treatment
Plant
SERVICES
BRgNCH gAvery Y
Dear Mr. Deaver: t"�TT©r C"EV�
Reference is made to your NPDES permit application received on October 18,
1988 The Division of Environmental Management (DEM) has previously requested
additional information by letter dated October 20, 1988 (Copy attached) This
additional information was needed in order for the Water_ Quality Section to complete
its permit review.
Because a response to our request has not been received, the Division of
Environmental Management is returning your application. A copy of your application
has been submitted to our Central Files for future reference
Should you desire to reactivate your permit request, please advise the Division
of Environmental Management in writing and resubmit a new complete application with
the appropriate application processing fees Construction of wastewater discharge
facilities without a permit may be considered a violation of Division of Environmental
Management Regulation 15 NCAC 2H 0101 and the North Carolina General Statutes (GS
143-215 1).
If you have any questions, please contact David B Foster at 919/733-5083
/tla
cc, Asheville Regional Office
Mr. Trevor Clements
Jim Patrick, EPA
Sincerely, Pr
rthur 11oulerry, P E. SuS
Permits and Engineering Unit
Pollution Prevention Pays
PO Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCOO cf', 00
FACILITY NAME: 72-�_3Q i�1eu��ifiihl `i 11L1 elc ` :Le��.
C)
Facility Status: �— PROPOSED
(circle one)
Permit Status: RENEWAL Q MO TIOI�t-� IJNPERMT D NEW
(circle one)
Malor minor,—
Pipe No: �� k
Design Capacity (MGD): •® '^�'n
Domestic (X of Flow): i ac, %
Industrial (S of Flow): —0 —
Comments: --" 'k, a 14 ca- c--fuc � ,� Z /vAGJD
RECEIVING STREAM:
Class: C_
Sub -Basin: c'`I - G " � V tarp-TA-VgA
Reference USGS Quad: C_` k t-Ntr (please attach)
County:
Regional Office: Fa Me Ra Wa WI WS
(circle one)
Requested By '���s ; Date: 1 olLo
Prepared By: Date:
Revieweddy: `� ;IDate:
3 g8
�a,
Modeler
Date Rec. -
V.e r
TZC,�
lr Zt 6S
L3 3 -,
Drainage Area (mit) 0, j6 Avg. Streamflow (cfs): Z•"
7Q10 (cfs) 0.3 Winter 7Q10 (cfs) 0 4 30Q2 (cfs) °•�-
Toxicity Limits: IWC D (circle one) Acute / Chronic
Instream Monitoring:
Parameters �"` Ly, 3057.,t43.
Upstream Y Location
Downstream Y Location
yy�`��,�, �yQ.n„!,� („� 3/wtr,![� w., �{�. d�-/y.C�- 1 `r /'4 �V''�— • .
Effluent
Characteristics
Summer
Winter
BODS (mg/1)
,.27
30
NHf N (mg/0
S-
,v/
D.O. (mg/0
6
3
TSS (mg/1)
3o
30
F. Col. (/ 100ml)
160 v
y o u a
pH (SU)
- 9
- 9
!! //6
1J5 �ivi4).J
�,-�--
Comment<s_-__,.

FOR APPROPRIATE DISCHARGERS. LIST COMPLETE GUIDELINE LIMITATIONS BELOW
Effluent Characteristics Monthly DailyAverage Maximum Comments
Type of Product Produced
Lbs/Day Produced I Effluent Guideline Reference

___--_-_-____-_----__ RECOMMENDED EFFLUENT I IPv'1ITS--___--__-____--.-.______-_
Slli'1P'IER
4'lI1JTEl
p-E'Ler 50*tonee (ZCY ,A%C /uu.a
W ; � w 1� e 1=1 © w
( rn i ca')
Request No. :493:,
", -Day BOD
-----------------------
l A'- -I,TELC._AD ALLOCATION
APPROVAL
FOIRM --- RE-C-�i�
Per•mi t NumbYr•
a NC0022000
(mq/1) °
Water Quallty SeC,'tGn
Faci 1 -i t Nr, me
. --ARr LINA WATER OSERVICES'
Si_GAR 'MTN
, WWTP
T`/raw of Waste
. 100% G01-4ESTICDEC
16 1966
CS La I—u'S
. EXISTING Cv+n.ocli�+ca{'<<M
-�of ewew�.%,
(mg/1) °
rz-coi v � n,� S tr,eam
. FLATT,O,P CREEP~
1
S i_ r, e _, m Class
. C
1 000
Asheville Regional Off ce
._,ulbba i )
; 04020 1
p�{
Asheville, North Carolina
County
. AVEr;V
l✓i,a i n,agz Ai,ea
( sq mi ) . 0.86
R e 9 i o n 3 1 Office
ARC,
Avet,a9e F1ov,,
( c f s ) . 2.0
Rwguz--;tot•
° t=0SIER
ummc, t• 'Q10
(Cts) . 0.3
Carte of Rwquw s t
10/21/OS
Wint 1, 70,10
(c is) . 0.4
,qa-_,d
. C 1 1 N E
30Q2
(cf,E,,) 0.6
___--_-_-____-_----__ RECOMMENDED EFFLUENT I IPv'1ITS--___--__-____--.-.______-_
HE[�R11p9 4 °
DEC 21 °
P�lsftrlNIT�O�:II`�!�
f_ld�-'fi''�ttf;1,' tC �G0VVLVn nuc -G+ U :1Y4
11 Lt-.'-�<m (Y/N).�'Y� Location. 50 t=T° 1_iPS,TPEAki C',I` olf--k,HA 1E
Doc,t1 i_1 .arn ('r'/PJ ;t. Y Local,:ion., AT HVVY 104 JbJ
C-1101EN i E,
RF-'COlv1[Y1LND EFFLUENT i�- NITORING POR TOTAL PI-OSPI-IOl;U AND N11'F'OGEN, REC01,1-
1E11ENU INSTREArd moNITOF'ING F, -,R TE\MPER I1.RC, D,---, CONDUCTIVITY, FECAL 0L1:F,-,RH,P[1
nO05, AND iJI3 morJT-ropi(�G SHOULD eE 3/t?EEK, DI_tRIN THE. -SUMMER AND 114()NTIiLV O,IJIR -
U(S/�
Qv �w W o w �1 a{ 1 seta r e.(
rJUJ
Rc:commended
F,e:,1 i wvied 1)y.
�r i r -C11 . 3 u P p 0 t t
f,,,gi ona1
;'et•mi is &
{. y
u u aet•v i sot• V
En, 1 nee -r'1 ng
RETURN TG TECHNICAL '1-j E RV1C,IS 6Y
Date --/�/ --?
I-, ; t , l -1 Z-
Slli'1P'IER
4'lI1JTEl
p-E'Ler 50*tonee (ZCY ,A%C /uu.a
W ; � w 1� e 1=1 © w
( rn i ca')
", -Day BOD
(mg/1) :
27
30
Bops
NN3-A)
Ammonia Ni tt•o en
(mq/1) °
5
NR
��
7
1;1,l . z•o1 V "d 0XygeI)
(mg/1 ) .
G
3
T c,'-
(mg/1) °
30
30
13
F W a1 Co I i f(Dr•m ( #/
1 OUm1) 0
1 000
1 000
p�{
O,u i :
0-0
6-0
HE[�R11p9 4 °
DEC 21 °
P�lsftrlNIT�O�:II`�!�
f_ld�-'fi''�ttf;1,' tC �G0VVLVn nuc -G+ U :1Y4
11 Lt-.'-�<m (Y/N).�'Y� Location. 50 t=T° 1_iPS,TPEAki C',I` olf--k,HA 1E
Doc,t1 i_1 .arn ('r'/PJ ;t. Y Local,:ion., AT HVVY 104 JbJ
C-1101EN i E,
RF-'COlv1[Y1LND EFFLUENT i�- NITORING POR TOTAL PI-OSPI-IOl;U AND N11'F'OGEN, REC01,1-
1E11ENU INSTREArd moNITOF'ING F, -,R TE\MPER I1.RC, D,---, CONDUCTIVITY, FECAL 0L1:F,-,RH,P[1
nO05, AND iJI3 morJT-ropi(�G SHOULD eE 3/t?EEK, DI_tRIN THE. -SUMMER AND 114()NTIiLV O,IJIR -
U(S/�
Qv �w W o w �1 a{ 1 seta r e.(
rJUJ
Rc:commended
F,e:,1 i wvied 1)y.
�r i r -C11 . 3 u P p 0 t t
f,,,gi ona1
;'et•mi is &
{. y
u u aet•v i sot• V
En, 1 nee -r'1 ng
RETURN TG TECHNICAL '1-j E RV1C,IS 6Y
Date --/�/ --?
I-, ; t , l -1 Z-

FacilityWaste-flow (MGD) Z0
Summer/Winter (circle one) - -
46
35'
3C)
/d
.5
b
FacilityWaste-flow (MGD) Z0
Summer/Winter (circle one) - -
46
35'
3C)
/d
.5
LLJ .2 1 6 !o
NH
3-N (mg/1)
Potential effluent limit combinations:
B 0 D 5 NH 3-N j11130>
7
% SIV/Up :- 20 A Nff3;4,6�f =
Comments: �t C75d1� . 6 Ng(y gg�T/tee, A)tf3
12- / r
no
loom
MENEM
MENEM
MENEM
MENEM
RIM
EMMEMEME
IqIM!MMMMMM
MMEMMOMM
UNIMMEMEMME
EMOMMOM
MONSON
w
-
MMMEMS
LLJ .2 1 6 !o
NH
3-N (mg/1)
Potential effluent limit combinations:
B 0 D 5 NH 3-N j11130>
7
% SIV/Up :- 20 A Nff3;4,6�f =
Comments: �t C75d1� . 6 Ng(y gg�T/tee, A)tf3
12- / r

6
z �� Z •S
=260c ;
fi o
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g2za 'hogh r0
-So. _ c,b1, -
S��!'-3�' =ndcs
t8/b o p h og/ £O
wdc s
416
o
4t;
ft2zY=t/GLr8' Sc,' 6 n
z ,5•�:�,
,9-27 5 = 4� � c;t✓iGM �) hip : t1c�Ls '
z3 ,
szq el,ZO 4.-)o'I-V6 , owl 1=Ya
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SBL➢--�7J
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l„nl/=UO
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fild'O.Sl7 2 +v✓ 7(�N/r1 �/ Y90f?"RIV, 6� e-MY97 10 CVall S' 7W,1 'a-9 41
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INSTREAM SELF-MONITORING DATA
MONTHLY AVERAGES
Discharger
Permit
No.: NC00 2250'°
Receiving
Stream:
igtu),,
Sub -basin:
09oz0,
Upstream
Location: Z l
Downstream Location
6z/z, /is
Upstream
Downstream
_}ATLE
TEMP
D.O.
BODS COND.
TEMP
D.O.
BODS COND
EC -88
iiliti-'00
sEP-88
7,59,2
—\,—
;LUG -88
/�%%,h
27,
/ .b
9
,JN -88
/6,
9,.3
/b
7,3
HAY -88
/i r
% 3
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/0,7
71 T
_Y
mA= R - e 8
,✓
9_3
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�7
/a,7
�0�7
/0 7
SEP -87
A_�(0
--ZLy-
-1 �
z
87
7T TNJ
M' Y-8?
LZ
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3
/�Z
8, 9
2
All
ZY
5 S/
2-
z
A
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EB -87
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Z
:SEC -86
/218
1,3y
2
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Z
Nov -86
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SEP -86
Al
g(J
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3
:`.UG -86
/6
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JUL-86
SUN -86
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APR -86
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FEB -86
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3
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DEC -85
111OV-85
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7
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SEP -85
AUG -85
1_
13,6
JUL-85
/'7
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7
JUN -85
14AY-85
/3
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APF. -85
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A
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.FEB -85
7
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7
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9
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L..I I('r' i:EE1',
Thr-
0, 10
T h I d C B, G' i_
0 45
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426
mg/l,
Vi L
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1"1 , 1
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1
'� )F 1 -11 --DE L I -I M'1 M'i N V DAT A r I h
OLT1',IA 1iAT"R 040201
F, C, 1's' I no _ 'C II III r L7 II:;r' is��1: t` iIil ' 7 ' _ C
Immt` 1',127 0.: IrJ I o r 7Q, 10 . 0.4
C,' ,_ art T mp twlt`- 2,,
ILENGTHI 'LOPEI 2i,LOC?TY s OEFTHI Kd I Kd I Ka I Kit I KN I KHR 1 Kh:j I
I mile ; ft/m1 fps ft idesignl X201 Idelzi'gnI p20' Idestgnl 620` idesignl @201 1
---------------------------------------------------------------------- ----------------------------
1
Segment 1 0,1511"x3,001 0,307 1 0,40 1 1,09 1 0,95 153,17 1 50,001 0,03 1 0.50 1 0.63 1 0,00 1
,,each 1
--------------------------------------------------------------------------------------------------- --
i I I I I 1 i 1 i I I I I
segment 1 1 0,451745,001 0,630 1 0.50 1 1.10 1 0,95 153,37 1 Iji3,001 0,63 1 9.50 1 0,63 1 0,00 I
Reacn 2 I I 1 I I I I I
Segment 1 1 0,551 66,001 0,',37 1 0,61 1 0.12 1 0,63 153,37 110,001 O<23 1 0,50 1 0,63 1 0,00 1
Reach 3 1 l 1 1 1 1 i I I I i
-----------------------------------------------------------------------------------------------------
I I I 1 1 I i i I I i I
Segment 1 1 0,351 68,Oul 0,44L 1 0,61 1 0.69 1 0.60 153,37 1 50.001 0,63 1 0,50 1 0,63 1 0,00 1
Reach 4 1 1 1 i 1 1 1 1 1 1 1 1 1
-----------------------------------------------------------------------------------------------------
I I I I I I I I I I I
Segment 1 1 0,651 623,001 0.;82 1 0,77 1 0,64 1 0,55 153,37 1 50,001 0,63 1 0„ 0 1 0 63 1 0,00 1
["each 5 1 1 1 1 1 1 1 1 1 1 1 1 1
--------------------------------------------------------------------- ---- --- ---------------------
I I i I I I I I I
Se,♦tlent 1 1 0.151 1,001 0,010 1 5,57 1 0,23 1 0,20 1 0,39 1 0,371 0-8 1 0,30 1 0,38 1 0,00 1
Ream 6
-----------------------------------------------------------------------------------------------------
I i i I I i i I I I I I I
Segment 1 1 0,551308,001 0,125 1 0,69 1 0,95 1 0,83 153,37 1 50,001 0,63 1 0,50 1 0,63 1 13,00 1
Reach 7 1 1 1 1 1 1 i I I I I I I
-----------------------------------------------------------------------------------------------------
�= IF
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Wt_ I i"SS O
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T t' L, u ar 1 0 27 w
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t'�ra..lrf 1 l�,r1c0 I
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RESULT!
CAROLINA WATE ,
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1 ; . 73
mg/l.
OU
min
CLOD
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DO
Wo ; K Fl,
poi Illi Reach
(mg/7 ?
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tIIgj't
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000
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0023
! moL� l
-----------------------------------------------------------------------------------------------------
I I I I I I I 1 1 1 1 1 1 1 yaeay
i 00'0 ! N 'O i OS'o ! HI I00'OS I IO'ZfiI ZO'O 179'O 11['0 i LS8'O I0o'90EISS'O I 1 ?uam62y
-----------------------------------------------------------------------------------------------------
I I I I I I I I I I I I 1 9 yaea,j
l 0010 19110 I OE'0 19l'o Iwo I wo I Oro I wo I ss'9 1 O1o'D 100'1 Iwo I 1 }aau,oas
i I ! I I I I I I I I I
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I I I I I I I I I I I I I s yna,j
I Oro I tro I OS'o I wo loo'os I wnl 19'0 1 wo I Sco I aEs.o log -89 ISs'o I 1 }uafl;p
I I I I I I
----------------------------------------------------- -----------------------------------------------
i I I I I I 1 1 1 1 1 1 1 fi 40aa'1
00'0 1 LZ'o I Os'o I talo 100'OS I lo'Z91 +i9'0 I WO 1 89'0 1 IWO Ioo'92 ISE'O 1 1 4uaal6a;
1 1 1 1 I 1 1 1 1
-----------------------------------------------------------------------------------------------------
00.0 I IZ'O I OS'O I WO JOVOS I lo'Z7l 99'0 1 9VO 1 Z9'o 1 SWO 100'89 IS9'0 1 1 auamEa;
I I I I I I I I I I I
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I I I I I I I Z gaea0
1 0010 1 rZ'O I Oslo I wo Oros I ivzc l 00'1 1 09'0 1 1S'D I 1s9'o lorc'�ZIS�'O 11 juam6aS
I I I I I I I I I I I I
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I I I I I I I I I I I 11 quad
10010 1 talo I Oslo I WO 1001S I WN 00'1 1 09'0 1 WO 1 6WO IOG'SN1911 1 1 IuawBag
1 1 1 1 1 1 1 l l i
-----------------------------------------------------------------------------------------------------
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A00
7 w 5.0 r`
mg/f.
Me r nd
NBOD
is 5.70
tny/ I
V 7 A
W L i'i
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00 Min
CSOD
NUOD
DO
West= 11
{ liui/1;
Pi11 �7t�I ReDch
Sogo- n1:
1
a-01
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2
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3
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0.00
0.00
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+a
0.00
0.00
0,00
0,0f1ii0
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5
0. uu
0.00
1.00
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�7
0.u0
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7
0 00
0 , 00
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0i s ch,:11,geI, . CAROLINA WATEn E1wVICEE--"i_iw1-tbba3in . 040201
kecwi vi nit 5tt,eam . FLATTOP CREEK c6tr eam C1 a- s., C
uinmvet• 7Q 10 . 0.3 %'i n Ler, 7 11 0 . 0.4
Design T"e':mpe;t,,ati_ti,e;. 23.
ILENGTHI SLOFEI VELOC.ITY I OEFTHI Kd I Kd I Ka I Ka I KH I K11 I K11R I K11R I
I mile I ft/mil fps I ft Idesigni @201 Idesigni @201 Idesigni @201 Idesigni @201 1
-----------------------------------------------------------------------------------------------------
I I I I I I I I I I i
Segment 1 1 0.151178.001 0.607 1 0.48 1 1.09 1 0,95 153.37 1 50.001 0.63 1 0.50 1 0.63 1 0.00 1
Reach 1 1 I I I I I I I I I I I I
---------------------- ------------------------------------------------------------------------------
I I I I I I I i I I I
Segment 1 1 0.451245,001 0.630 1 0,50 1 1.10 1 0.95 153,337 1 50,001 0.63 1 0,50 1 0,63 1 0.00 1
Reach 2 1 1 1 1 1 1 1 1 1 1 1 1 1
-----------------------------------------------------------------------------------------------------
I I
l
Segment 1 1 0.651 68,001 0.437 1 0.61 1 0.72 1 0.63 153.37 1 50.001 0.63 1 0.50 1 0.63 1 0.00 I
Reach 3 1 1 i I I I I I I I I
-----------------------------------------------------------------------------------------------------
I I i I I I I I I I I I I
Segment 1 1 0.351 68,001 0,464 1 0,67 1 0.69 1 0,60 153,37 1 50,001 0.63 1 0.50 1 0.63 1 0.00 1
Reach 4 1 1 1 1 1 1 1 1 1 1 1 1 1
-----------------------------------------------------------------------------------------------------
I i I I I I i I I
Segment 1 1 0.651 68,001 0.462 1 0.77 1 0.64 1 0,56 153.37 1 50.001 0.63 1 0.50 1 0,63 1 0,00 1
Reach 5 1 1 1 i I I I I
-----------------------------------------------------------------------------------------------------
I I I I I I I I I I I
Segment 1 I 0.151 1,001 0,010 1 5,87 1 0.23 1 0.20 1 0,39 1 0,3)7 0,38 1 0,30 1 0,38 1 0.00 1
Reach 6 1 1 1 1 1 1 1 1 I 1 1 1 1
----- -----------------------------------------------------------------------------------------------
I I i I I I I I I i
Segment 1 1 0.551308.001 0.725 1 0,69 1 0,95 1 0.83 153,37 1 50,001 0.63 1 0.50 1 0,63 1 0,00 1
Reach 7 1 I I I I I I I I I I I I
-----------------------------------------------------------------------------------------------------
Semsnt 1 (e�Ncll 2
W::Iste 1 0.000 i
Tr•i but at,y ; 0 . 200 I
Runof r 0.130 1
w wgment I
D c 0 .
M /1
6.00O
7+.720
i . 7:20
7.720
0.000 1 0.000 1 >0.000
2.000 ► 1.000 1 7.720
2.000 1 1.000 1 7.720
1 E1 ow
1 CBn-V
I NBOD 1
1 Cfs I
mq/i
1 mit
5.eornen1 i
Re c11 i
W,33t,:,
1 1.550 1
27.000
1 31.500
HwE4&ola,ter s1
0.100
I 2„000
1 1.000 1
Tr•iLuta[,v
i O.275 1
2.000 1
1.000 1
* Runoff
1 0. 1 (307
1 2,000
I 1.000
Semsnt 1 (e�Ncll 2
W::Iste 1 0.000 i
Tr•i but at,y ; 0 . 200 I
Runof r 0.130 1
w wgment I
D c 0 .
M /1
6.00O
7+.720
i . 7:20
7.720
0.000 1 0.000 1 >0.000
2.000 ► 1.000 1 7.720
2.000 1 1.000 1 7.720

I' i UOM y ;
u.uuu I
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r, lhutarI 0.000 0.000 0.000 1 7.720
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Y, itiuHDP lion 1= in cfa/lit h

s 1_I m m X21:
MO EU FYR
SUGAR M I
NH3- 1,
I O-6 hlUI L
Seg ; j Reach H
j 4_•q Hi
j D.w. j
C,SOP j
NE_wu j
Flow j
1 1
0 u0
6.07
20.24
12.25
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1 1
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6.81
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1 !
2. 1 0
7. 0 1
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1 0. 1 1,
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MODEL FOR SUGAP MT. B005=13
NH3=0 uO.0 mG/L
I.i EEL RESULT!
C 4NlJL.).1' P i ATOR EP"I TU.aAR MT,N . WWTP
knoei v i n': li w <m . FLATIOP CREEI,
The gin`{ CC:OD is & GO mg/l.
00 H `i fl
Qy/'I) Hi iwpoinL k ch U
`,.Or 1.40 b
Reach ,
G ': 'iC0 �
I .,eah 3
udwh 14
r, : h 11)
,ewh G
,;earth
W L A
V) L ,n.
AM
PiBOL'
Drug
Wa.0 F7
I�; 51J
36.00
t�.:70
I.�00(7
0.00
0.010
0.00
0 duo,,,
0100
0. Qu
L AU
010000
0.00
0.00
0. UO
0. pdOU!
0.00
0.00
0.70
O . PIJOU
0,00
000
UAH
0 000f)
0.00
0100
0.00
0.00001

SUMmEz
MODEL TO DETCPMINL
MIX
§RcD 1
CBOD-§b. THEN
n4X NEW
20
---�--- MODEL
RESULTS---�-----
Dnschaiger
.
C>ROLENA @»:EP SERVICES
-SUGAR
HTd. WWTP
Receiving
Scream
:
ELAVOP CR[EK
rhv End
D.S.
iJ ,3A8
ma/],
[%E ind
CBOQ
is 1.28
mg/l,
the End
G9O0
,s 3.64
mg/l.
@La
gLA
@Lx
OD Hen
CBUO
NBuO
OO WoBt:
E!
(mg/l)
hilepoinL R:wch
) 09/1)
tm9 5)
(mgd)
S«Jneni
.
S,C;
2.415 G
VIA
1
45.00
20 UO
5.00
1.0000
ke.ch
2
O,uO
u.U0
D.oO
0.00010
Reach
)
g.UO
0.00
0.00
0.0080
Nevah
4
0.00
0.00
0.00
0.OUL0
Paach
5
0.00
0.00
O 00
0.000.1
Reach
b
15.00
0.00
J.00
S.LOGG
&each
0,00
1,00
0,00
0.0006,

,
?U6nCR
§GDEL !0 DCEERk24E «CX
§BOD 1
CEOD:0 T H r N
%xX REOC
a
BGDEL
RESULT:
eracnargcr
,
<aROLId»
g»[E sERVICSS­3UGAIR,
HTQ, 9§{P
R:C2iv�n2
SfrSlm
:
Ec;Y[OP
CREEK
the End
S G.
,s E,]}
nr=1
Th1 End
:S§b
1s 1 g2
2hc End
N30D
is 8 50
mg/],
9L2 9L>
9L»
a0 «'n
CPDD &GgD
09 @a:t£
r
H>]7poIn[
Reach
,egmen:
I
a.OG
2,&0
5
Reath
1
0 00, A8.00
%.00
1,G00O
2aaGe
2
0,00 0 0
0.D11
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;
0.u0 0 0u
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i
u . 0 u 0 00
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5
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u,gUoO
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0 OO o.0n
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0.0000
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.
u Do 1).U0
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1) Dob

,L ,
•
b UhIlii r
mOD L TO nL1E'r'
QNL Mr!
CU00
iG MUL
mu i 4 ( 2EIULT:.
CArwLIi1^, t,rA7
uR f RVTCL,w UGAf;
IiiTN, WWTP
Receiving
a i„f`.,
am
i
FL AI TOP r NLL
,
Th- 1`.'.i1d
U.Q.
B, i. V
ITi,i/ K
rhe Er,ci
vBQD
i,
14 > 9a
mg/1 v
IN End
rdBAD
is
0,16
ingll
WL A
WL A
WL r'
}
mgl1?
i`ii1w,pm7l_
nach E (mo/1
} (mg, 7)
(m7/1)
(myd''
ncgment
1
b.02
!.4u
E
(,<:ic'h
1
;x.00
U_ou
6.00
1'dooJ
i_Dch
a
U.00
L'I,Uo
0100
OuI1000
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0aUU
U . oo
V OU
0 : 0ou
Peach
u
U.00
V ou
0 . 10
VOW)
QaL h
0S
0.01
j.UU
0 CICS
u=L000

a
A
BANNER ELK W/
zUGAR
mTN.
dG0 RA'CKORNID
0' 13cOrg er
COWN UP BAfI1•IEI ELK
e C%:. I Vi 11-1
M eadM
ELK I IVEP,
rho End
L.O. is
8.10
mg/l,
IQ V End
'uBvD is
G.31
Ing/ 1 0
WL!s.
I ,-A
V.JLl
CSG'
rl1r
u1300
NE,OC'
E.'O
Win to F1
(mg/1)
P i , .r m p o i n is I~. w ,a C it
(MI/l,
; M O / 1 )
( ITS q d )
h'w"c.n
G 00
0100
MOO
0.000
P. ,_+G'ri
3
0.00
G.G0
V 0 7
O . 0u110
I•:,,"C h
4
Mo
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0 1 00
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peach
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G.GG
0 Op
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0.0C
0.00
0,00
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duh
3, 10
0 00
0v O0
0 0 d I u
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0
4 Cu
60.00
0,00
0.0uQui
, @ 6, S6 o /t4 _ 7, Zg my/t
' ( /�,� � _ . _ i � / V/�.('.=c. �-t t�-�o G`�✓� J/I.�F� r4+-�s;.,� ( �"M14y1 F�

Disc I,,ar'q,er
riecW, i vi nq o-,tr, e .yin
lmmwr 701 ID
ID ,i9 7` m.pE z,t,atLjr'w.
*** IviODEL '3Uik1kIAr~'Y 0n 1 A 1.*),<
TO- ,h1i; ur BANNER ELI"'
ELK RI'VGR
3.0
23 .
Ubka,n 3 i n . 04 020 1
'twain CI az::. r; - ill
Vii neer 7,-, 10 . 0 .
1LENGTHl
SLOPE)
VELOCITY
I OEPTHI
Kd I
Kd
I Ka I
Ka I
KN 1
KN
I KNR I
KNR I
-----------------------------------------------------------------------------------------------------
I mil_ I
ft/mil
fps
I ft Idesignl
1 '10.00 0
@201
Idesignl
@201 Idesignl
1 4.20-0
@201
Idesignl
@201 1
Segment
i i
1 1 0,161
I
95,001
0.451
I I
1 0.79 1
I
0.63 1
0,55
I I
153.37 1
I
50,001
I
0,63 1
0,50
1 0.63 1
0,00 1
Reach
-----------------------------------------------------------------------------------------------------
1 1 1
1
i 0.000
1 1
1
I 0.000
1 1
(
i
I I
Segment
I 1
1 1 0,101
I
35,401
0.343
I I
1 0,92 1
I
0.44 1
0.38
I I
123.34 1
I
21,871
1
0.63 1
0.50
I
1 0.63 1
0,00 1
Reach
-----------------------------------------------------------------------------------------------------
2 1 1
1
1 1
1
1 1
1
1
1 1
1
egment
I I
1 1 0.171
I
35,401
0.355
I I
1 0.94 1
I
0,44 1
0.38
I I
124.13 1
I
22,611
0,63 10.50
1 0,63 1
0.00 1
Reach
-----------------------------------------------------------------------------------------------------
3 1 1
1
1 1
1
1 1
1
1
1 1
1
,egment
i I
1 1 0,151
I
35,401
0.369
I I
1 0,97 1
I
0,44 1
0.39
I i
125.09 1
I
23,511
i
0,63 1
0,50
I i
1 0.63 1
0.00 1
Reach
-----------------------------------------------------------------------------------------------------
4 1 1
1
1 1
1
1 1
1
1
1 1
(
Segment
I
1 1 0,121
35,401
0.372
1 0,98 1
0 44 1
0,39
125,33 1
23,731
0.63 1
0,50
1 0,63 1
0,00 1
Reach
-----------------------------------------------------------------------------------------------------
5 1 1
1
1 1
1
1 1
1
1
i (
S:gment
I I
1 1 0,271
I
35,401
0,377 1
I i
039 1
I
0.44 1
0.39
i I
125,66 1
I
24,041
I
0,63 1
0.50
I I
1 0,63 1
1
0.00 1
Reach
-----------------------------------------------------------------------------------------------------
6 1 1
1
1 1
1
1 1
1
1
1 1
(
Segment
I I
1 1 0,201
I
35,401
0,389
I I
1 1.01 1
I
0.44 1
0.39
I I
126,46 1
I
24,791
I
0.63 1
0,50
I
1 0.63 1
0.00 1
Reach
-----------------------------------------------------------------------------------------------------
7 1 i
I
I I
I
I I
I
I
I I
I
,Qq ment
I I
1 1 1.261
i
35,401
0,395 1
I I
1,02 1
I
0.45 1
0,39
I i
126,67 1
I
25,171
I
0,63 1
0.50
I I
1 0,63 1
I
0.00 1
Ruch
-----------------------------------------------------------------------------------------------------
$ I I
I
I I
I
i I
I
i
I
I r10
CeOD
1 I`lBC,,D
1 D.0. 1
1 -- 'P's
1 irig/
I mg
mg 1 I
M 9mw,n t i
r'e -ich 1
Vias f -L
1 0. 5 1 r
1 45.000
1 '10.00 0
1 0. 130 � � d,�2ve5 F
Hwacltna wws 1 s . 300
I _8. 550
1 4.20-0
I 0. '12-Q rP
S�-rL m. C� /, o �vtG
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1 0.000
1 2.000
I 1.000
1 7.7 20
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1 0.000
I 2.000
i 1 . 000
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t: e j� in c n t I
1: . c,1 t 2
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1 0.1000
1 0.000
i 0.000
1 0.000
7f,I kit.E,ry
I 0.000
1 2.000
I 1.000
1 7.720

rflWIli I � =sGh r
Waw _E j 0.000 J ).000 I 0 00_.i ONi O
t iE:;n,_,t v j 0. 150 f 2.000 i 1 .000 7 11G
* RunoI h j 0.000 j 2.UUO j I.= ? 120
jm :I 1_ 1 1 "_ia 1 16
t.. �10 i_ I 0. Oro j 0. 000 j 0 000 j 0. DOO
it IbU , ,y j U bail j . AOO j 1,000 j 7MC,
Y Ru -t f= i U . OQO j 2.000 ; 1 . OOU j 7-20
u . grr V , is 1 Peach 7
Wan I__ j 0 000 j O .'_ U0 ( 0.000 ( 0.000
t ouW ( O.SUO j 4.000 ( 1.000 J " .72U
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ymei L 1 fiY c t1 8
1',aBtz j C124 j 49.OUO j 90.100 j 0.000
11 i leu Al y ; C).,JOD j 1.000 j I . M 7.12C,
* RU100 ( 0.000 ( . jOO j 1 . 009 i , 7 20
HMO 1 1 ' ow is in : I` s/'ilii I :.
0 000 j
0.000 j
0,000 I
0.0g0
0.400
2,000 j
1 . 000 i
? , 20
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0 , 000 j
2 , 000 j
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; . , 20
3'a1"r,Q I
Roach 4
wa , ;.
( 0 , 000 (
O. UU0 j
0.000 ;
0.000
It d uta1 y
j U.z00 J
2.000 j
1.000 j
7.720
F l nci h
j 0.000 j
2 000 j
1.300
". ± 20
rflWIli I � =sGh r
Waw _E j 0.000 J ).000 I 0 00_.i ONi O
t iE:;n,_,t v j 0. 150 f 2.000 i 1 .000 7 11G
* RunoI h j 0.000 j 2.UUO j I.= ? 120
jm :I 1_ 1 1 "_ia 1 16
t.. �10 i_ I 0. Oro j 0. 000 j 0 000 j 0. DOO
it IbU , ,y j U bail j . AOO j 1,000 j 7MC,
Y Ru -t f= i U . OQO j 2.000 ; 1 . OOU j 7-20
u . grr V , is 1 Peach 7
Wan I__ j 0 000 j O .'_ U0 ( 0.000 ( 0.000
t ouW ( O.SUO j 4.000 ( 1.000 J " .72U
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ymei L 1 fiY c t1 8
1',aBtz j C124 j 49.OUO j 90.100 j 0.000
11 i leu Al y ; C).,JOD j 1.000 j I . M 7.12C,
* RU100 ( 0.000 ( . jOO j 1 . 009 i , 7 20
HMO 1 1 ' ow is in : I` s/'ilii I :.

WN
S.U!
Q so
10.6b
5.51
10,63
5n51
C,
1) n 62
8 09
0 62
1 0 . 59
5. 5 1
0, '.5
8
9 80
10 56
5 . 5 1
0.11
9.76
10.50
b.51
0,94
0 1 1
0 ?4
10 41
5.5 1
() . () 7
;3.12
9 a 7 1
10.43
5 31
0 9'i
11" 3 09
9 . 0 ?
0.55
6 0 1
0199
8.1),)
J.013
9 6j
6.01
1 0 1
8.1a
9 0F)
9 61
a 01
0 3
8 . 1 I
9 0 1,
13 3 43
6 0 1
7
8 i,2
9,02
0.57
6A;
;3 . 1 2
0. 0 1
1,1 , 55
13 j I
00
8. 1 3
91 . 00
9. --,4
6. 0 1
I
lm 11
C .
8.98
9 52
6 . 0 1
1.13
F) .
8.07
2 .50
6 .0 1
a. 15
3.94
P 46
6 . 0 1
6 95
9.46
6 . 0 1
9.68
1 1 .00
0
8
x.27.
6 04
0 . 62
10.9a
6 1
0
1.20
B.0u
9.60
10,36
6.14
1 .72
8 0
9 59
I0 0j
6 1
I.Dy
3.09
9A4
10.86
6.14
1,41
0.10
9.5Z
:0.e?
V14
i .0i
0 1 1
0.50
1 0 80
6
1 4 7
0 11
0 05
1 0 7 x
b
0
8 1,
3.46
1 0 74
6 14
3
)3a 13
9.44
1 1) 7 1
6
5 G
3
9 .42
11 0. lu -/
b
13
1.5q
a , 14
0.40
10 u4
6. 14
.62
b . 14
9138
1 0 . 6 1
G. 111
G
1 .63
3. 15
0.38
1 0 . b8
8 14
0 34
: 0. 55
6 14
9 . 3 -
10. S2
6 1''t
5
1.;4
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O.D5
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7 7
0 . 1 0
" 28
1 0 . 4 1
6. 14
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8 E
9 2 6
1 U . 4 2
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9, .24
1 0 .40
13 ! it
1.63
6,17
q.22
iV27
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I . ,:, 9
8 1. 1 7
9 . " I
1 0 . L
(13
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9 . 1 0
1 0 3 1
6 . 14
1 8
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0. i
9 1 "
I u 28
6 I
q
I. ID, ",
8. 7
13
10 n 5
IS a III
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lll .0 1
3
1 3
1 0 .22
6 14
6
).04
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9.11
1n. 19
6.14
8
11, .07
8 1£0
9 , 09
1 0 . 1`3
6. i4
6
10
u, i6
0.07
10. 13
6 Lt
10
i3
8. 18
9.017
10 10
6 4
2 16
8. 18
9,01.
i 0 0 7
6n 114
2.19
f 8
9.02
10.04
2
9.130
1 0.0, 1
bm it
8
8.00
9,98
6.14
8
8 e 19
0 .95
01 95
6 m l 4
8
2.21
0.10
8A4
9,0?
s
2 _t4
j 10
8 0 2
0.89
6 14
6
2.40
8 is
8980'
0.8;
6 14
8
2 43
8 ! 0
0,37
n 81
6 14
Cey Roach R
Seq Mi
D.O.
CEW 1
NLAD
NOW I

NQ
SUMMER
BANNER ELK W/O
SUGAR
MTN. END
DO,CBOD,NBOD
---------- MODEL RESULTS ----------
Discharger
:
TOWN OF BANNER ELK
Receiving Stream :
ELK RIVER
___________________®_____--__________-_-_--------__-______-----_-___-_
The End
D.O.
is 8.29
mg/l.
The End
CBOD
is 5.51
mg/l.
The End
--_®__________________________________________________________________
NBOD
is 8.22
mg/l.
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste F1
(mg/1)
Milepoint Reach n
-------
(mg/1)
____
(mg/1)
__--
(mg/1)
__
(mgd)
__-__---
Segment
1
______
6.80
---------
0.00 1
Reach
1
45.00
90.00
0.00
0.3300
Reach
2
0.00
0.00
0.00
0.0000
Reach
3
0.00
0.00
0.00
0.0000
Reach
4
0.00
0.00
0.00
0.0000
Reach
5
0.00
0.00
0.00
0.0000
Reach
6
0.00
0.00
0.00
0.0000
Reach
7
0.00
0.00
0.00
0.0000
Reach
8
45.00
90.00
0.00
0.0800

s
+c ,
*'� K MODEL SUMMARY DATA
Discharger : TOWN OF BANNER ELK Subbasin 040201
Receiving stream : ELK RIVER Stream Class: C -TR
Summer 7Q10 : 3.8 Winter 7Q10 : 6.
Design Temperature: 23.
wn,tv 1 0.000
TAnuiaty
1 uLwC,
LiHNGTH1
SLOPHI
VHLO^ITY
I DEPTHI
Kd I
Kd
I �a I
Ka I
KN 1
KN
I KNR I
KNR I
-----------------------------------------------------------------------------------------------------
I mile I
fQ nl
fry
I ft 1de51g111
1 0.0lJL:
@201
1de5.gn1
@2P Ide5ign1
@201
1fle51gn1
@201 1
uegaent
I I
1 j 0.161
I
95.001
0.457
I I
10.79 1
I
0.63 1
0,55
I
153,37 1
1
50,001
0.63 1
0,50
I I
1 0.63 1
1
0,00 1
Reach
.....................................................................................................
I I I
I
I i
I
I i
I
I
I i
I
Segment
I I
1 1 0.101
I
35,401
0.343
I I
1 012 1
I
0.44 1
0.38
I I
12314 1
I
Mn
i
E63 1
E50
i I
1 E63 1
I
0.00 1
Reach
.....................................................................................................
2 1 1
i
I I
i
I I
I
I
i I
I
Segment
I
1 1 0,171
I
35.401
0.355
i I
1 O.P4 10,44
I
1
0.38
i I
124.13 1
i
22.611
I
00 1
0,50
I i
I E63 1
0.00 1
.each
.....................................................................................................
3 1
Segme:lt
I I
1 1 0.151
I
35.401
0,369
I i
1 017 1
I
0.44 1
0.39
I i
125,09 1
I
23.511
I
0.63 1
E50
I i
I E63 1
I
0.00 ;
Reach
.....................................................................................................
4 1 i
I
i i
i
I I
I
I
I
Segment
I I
1 1 0.12!
i
35A01
0,372
I I
1 0,98 1
I
0,44 1
0,39
i I
125,33 1
i
23.731
I
0,63 1
0,50
i i
1 0,63 1
0,00 I
R_acn
.....................................................................................................
5 1 1
1
1 1
1
1 1
1
1
1 1
1
Segment
I I
1 I 0.271
I
35.401
0,377
I i
1 E99 10.44
I
10.39
I I
125.66 1
1
20041
I
103 1
0.50
i I
1 0.63 1
I
0.00 I
Ruch
.....................................................................................................
6( i
i
I I
I
I I
I
I
I I
I
segment
I I
1 1 0.201
i
35,401
0,389
I I
1 1,01 1
i
0.44 1
0,39
i i
126,46 1
I
24,791
I
0.63 1
0,50
i I
1 0,63 1
i
0,00 1
Ruch
-----------------------------------------------------------------------------------------------------
7 1 1
1
1 1
1
1 i
I
I
I I
I
S.3meni
1 I 1.261
35.401
0,30
i
1 1,02 1
0,45 {
0,39
126,57 1
25.171
0.63 1
0,50
1 0,63 1
0.00 1
reach
-----------------------------------------------------------------------------------------------------
8 1
!
I 1
i
1 1
1
1
i
wn,tv 1 0.000
TAnuiaty
1 uLwC,
F 1 Uk;
1J. ,. 1
1 Cf
rnq/1 1
tmj;'1
w t
1 0.a 12
Hn Clyw; tet _
1 000
`fir Nut, , v
I 0,.000
" Runoff
1 0.000
wn,tv 1 0.000
TAnuiaty
1 uLwC,
I 1,l2,0Cc 1
1J. ,. 1
m'.D/1 I
rnq/1 1
tmj;'1
1 as oon
i '30. uo I
13 . i.300
I 2.000
1 1.000 I
7.720
I 2.000 i
1.000 I
;' . ? 20
?.000
I 1 . 000 1
7 . 120
1 0.0lJL:
1 o,.!oo I
0.nno
I 2 000
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I 000,Z
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TZEPN*l
i

.►
SUM HE R
67,('!NER
EL"h W/O SWAR 1+TN. END
0 u , 'w ✓"; o u , 1 J fn' O D
I 5og ;r J wench
toy M1
[; .O.
LSOD
NBOD i
Flow �
I 1
0.00
6.10
,. i 0
1106 6
4. 2 1
1 1
0.02
701 1
. 00
1 1. 54
b. 3 1
I 1
0.06
7.19
7 1 08
1 1 .52
4.0
I 1
0.06
7.35
1.01
1 1. 30
4.31
1 1
0.08
'08
1105
I I AG
4131
I 1
0.10
7.b0
7.04
11m46
4.31
1 1
0. 1
7 .70
.. 03
1 1 .44
4 .3 1
I
0. ILIL
7 „9
7 .02
1 1 .42
4.3 1
1 1
0. 16
7.96
r .01
1 1 .40
4." I
2
0. 16
7. 86
7. 0 1
1 1. 40
4 m 3 1
{ .?
0. 1 7
, .68
i .00
1 1 „39
111 .3 1
i _
0. 18
7.8--'
7 00
1 1 .38
4 .3 1
1 2
0.19
7m90
6.99
11.3;
4 31
2
0 2C'
7 .J 1
6.98
1 1 .33
4 3,
1 2
0. 21
?.92
6.98
K-34 34
4. 1 1
I 2
0:22
7mYj
6.91
1103.3
4a.'I
I2
0 2'3
1? .11:
6.'3,
1 .3 1
?1 m31
I 2
0, -',,4
7 q k
6. 96
1 1 30
4 . , 'I
2
0.25
7.05
6 06
11.20
0 . 3 1
Om23
K96 96
6.05
n.28
L , ; 1
1 3
0,2b
9=a
5.53
10.10
4.71
1 i
Jas.-
7.95
6,53
10.05
G.71
13428
7 96
6 52
10. 38
4. 1 1
I W
1. .20
7 .',7
6.52
1 0 j 7
4.? 'i
I
0.30
? 98
6.-)I
'0m36
4.?1
1 3
0.11
7.99
6.5i
10.35
4.71
1 3
J.32
, .99
6.50
10.34
71. e i
fS
0.3w
8.Ci0
1:7.50
10.33
4.? 1
1 3
0.:34
>3.01
6., L4 r)
10.s I
",.7 1
I 3
1).35
6.02
5.40
10.30
4 ;1
3
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