NC0036196_Wasteload Allocation_19861031

NPDES DOCUMENT !;CANNING COVER :MEET
NPDES Permit:
NC0036196
Clark Creek WWTP
Document Type:
Permit Issuance
Wasteload Allocation
:::+^"Y ,ri..,.M l viFf lAi:}••!M'T.14 .. HA..I J-..,., Kf
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
October 31, 1986
Tlziue document is printed an reuse paper - ignore any
content on the re -sr -ex -we side

ec R
NPDES WASTE LOAD ALLOCATION Date ate ceo.
c3/4
Facility Name: C4.4f CREEK a WTP - C.1 ICI OF' N Ei ToP1 Date 31 13% 84
Existing 0 1
Proposed O Permit No.: NCO 6 3 Co 191e Pipe No.: L O k,
Design Capacity (MGD) : s• O Industrial (% of Flow) : SS. 9 Ebmestic (/ of Flow) : ¢4.
Engineer
Rcd
County:
Receiving Stream: C .A2hc C2EE* Class: C— Sub -Basin:
CATA JE A
Reference USGS Quad: E Mr- KINN1 (Please attach) Requestor: S A N1 % (%,E5.; Regional Office M RO
Ntv.�Tot�1
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design 'rnp.: y Drainage Area (mi ): Avg. Streamflow (cfs): 3 -
7Q10 (cfs) 6.0 Winter 7Q10 (cfs) 10 30Q2 (cfs)
Location of D.O. minimum (miles below outfall): Slope (fpm)
Velocity (fps) : U, 20 e K1 (base e, per day) : 0,53 K2 (base e. per day) : c, , 2
Effluent
Characteristics
Monthly
Average
Comments
joD5— (%n P)
l s
;7 0
r �C
�L
VJ
12
..M.v+,n.h 1 t S
J
D,0. C.,Jf
b
i
Q.e-c-a ►A.,I�M,.(1,
1,1-k ) C 1 '
[DOD
1,000
6' el
10 -9
0
ocation
ation
Comments:
Effluent
Characteristics
L.
.'onthly
l .verage
V c - .. V-(Q I/1 •�
L-8V
Comments
C,, ? t. (Lt.-4-1
\ i .Q ,.� . �..x.� ,/lt �n to
1
5,t9b 0--, s,_s
Reviewed By:
�j� Date: /7/.3/ /g- ,
P L.

Request No. :2989
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
Wasteflow
5-Day BOD
Ammonia Nitrogen
Dissolved Oxygen
TSS
Fecal Coliform
pH
WASTELOAD ALLOCATION APPROVAL FORM
NEWTON
MUNICIPAL (56 % INDUSTRIAL)
EXISTING
CLAFK CREEK
030835
CATAWBA
MRO
SAM BRIDGES
3/14/86
E14NW
:
(mgd):
(mg/l):
(mg/1):
(mg/1):
(mg/1):
(#/100ml):
(SU):
:
�
REC
"wom*npE1v~`. ` '
0CT
Drainage Area (sq mi)
Summer 7010 (cfs)
Winter 7010 (cfs)
Average Flow ((.-..fs)
RECOMMENDED EFFLUENT LIMITS
SUMMER
5
15
�
6 ^
6
30
1000
6-9
WINTER
30
12
6
30
1000
6-9
'
R['C R�\m.1,104 PF ax;eih 1,^ ��� �` '. �� �' RECOMMEND CU AND ZN MONIT-
ORING. -
*OR ANY EQUIVALENT COMBINATION ACCORDING TO UBOD=2XBOD5+4.5XNH3N.
LONG TERM BOD TEST PLANNED TO CHECK CBOD/BOD5 RATIO.
REANALYSIS.
�/v°_"5
t - \
Recommended by _
Reviewed by:
Tech. Support Supervisor
Regional Supervisor
Permits & Engineering
_
j)e k-e- V15 Lno
�
Date _�
/Date
Date
Date
Of

7rm) /yib, 2g7} $667.) �s %
1.) The permittee shall conduct chronic toxicity tests on a quarterly
basis using protocols defined in E.P.A. Document 600/4-85/014
entitled "Short -Term Methods for Estimating the Chronic Toxicity
of Effluents and Receiving Waters to Freshwater Organisms". The
testing shall be performed as a Ceriodaphnia Survival and Repro-
duction Test. Effluent collection will he performed twice during
each test as 24 hour composite samples. Toxicity test exposure
using the first composite sample will include the first three full
days of testing. Exposure to the second composite sample will in-
clude the last four full days of tenting. Effluent samples will
be taken immediate) r r to disinf t1l'�on but below all other.f
y p � CF�J'h �4 CZ1� t (Y-• W ti/\ e r---''_-
treatment processes.h�-G'rrenm-value TGI�VT-malt-ae-gi��eate�-Ean
5L-H.-: There will be minimally five effluent concentrations and a
control exposure treatment. One effluent concentration shall equal
which represents the instream waste concentration (I.W.C.)
during 7Q10 low flow conditions and daily permitted discharge volume.
The remaining concentrations shall be 7°/, 0.1
There may not be more than 10% mortality in1at leasi,.effluent
after 48 hours of exposure. 95 j,
Note: Failure to achieve test conditions as specified in.:the cited
document, such as minimum control organism survival and appropriate
environmental controls, shall constitute an invalid test and will re-
quire immediate retesting. Failure to submit siitable test results
will constitute a permit violation.

L
t•I
:
kftAggis) 6-a Ckein„
' -.•1 -k-
i 1 I
1 :
; ! i t Kn.A d•-.......- 'S k 1 LS icy.40 4 arri"
fi.A.LY:14A)._____ f_IL
ekA"-12.
I i
I !
-I 1
! '
17
1 i
CIA./..42.- CoNit-(2-1.--- '', \‘ CEA"' iN v2himt.-.t42-,--A••-• T.\/•:•.(- 11'.!":•-•. "--
„I _ ...,,..,_,.e, 447-4.• 'R".......
tr,
0-14.0. 444—
L _ ,•• L;EB-3).
C
i I
I
t eA,) s Ark 614••'11.- •••
;
Ataxe..-1-•••••.-
LaS
l•
"31
•
rt

11
-
4
11
il
II
---- -------- -II
i
.
- 11-
!i
- --- - - - -
0 4L5 gi‘
-
v,...._ ,A..._ea._
k .(_..-4„,,-, Kok.,6,-, sc,I.,D,___k_ c--ct_
___,.
cAre.--1 .e-Q,-,...., ...— ../L4. ,......._,_
__.
•
ab,..,47,-„--. • -4,,, e 'e._. ti-ta-'"---7---- KO gi---c-i-I-trz,
t-a,v1-1 c_ h
v-3::74
.
Csi-t-a tiar.1-1., ‘,.o( -,_•16..A4_ La.,.._,..i., lot t 4:, - (.4:,1,z, cAct., lz,...
•
6,-4- i__,. , Let .... -Q__tv_JI&AO
- - j
. - --I
•

J.
li
C C 4.2k cl /VI S
J
F
O, 000613 w.tcg c �,fe„i
V p + Fig
. 7--
Ce,tio V-@„r O. I
2,7
1.5"
5 641
e.
sc,ep$ r.S
O G S/
{� L � Ca-1'.4'D CAo-,,S
teloxat.„1,--74.-‘‘I
z
si- c_ ArAw a A-

f
)4.) 4_444-0,-, ri,j3
N' c� G,s.k 42(o - 4r, fie,W
6 . b + 6. a -I. + o, l3, �f c 1s (b i ;ig
41.. r.. - el>""j $fie I Z e jS bit.
1Z .6%,6 _ . 17S e
�Pr= z5.3 it
-D 4- = 76,2 c �s
Dk= 3cts -4 ,'. c-15
DA- =2,4q --) - s' c-Cs

5
--
tkt.'
03 a:1- -Zet-,te S+A-4-45
_
• 0.12
'1

- -
1
y\Q eet. .e0
c-Ljk 4.)
IL% MA -LA)
*-4
1/41
_
„
- -
e4t4- 0. I.-- V 07 6
e_.-1"4.41 Ls-4LO *ad-- aur0
44-da"'%-es LA...ro _CO
-0-aAvO v17-44
60J- cuot)
r„
44.00-1,
41", tfi le-47 k-L-1
'r.
1,4 +a-L-4- A"--- L.J 4.4
AO( t, Lit ov-1 (A-11 6 2 CuLg6:' c.to.446 ;Ciee&i4ic
-7+- 12)-44
JA, CAI ° 4 s
e4

o Ds. bQ
3 0
Cer"o1410%. C-e—A. e kid Vsit—. 3 c)
CA,Lee
c_kor
Y\ e'
• Is HA, --50
0,I.
0 s-
I •
3 ikotz_
,001.3 C-AILL-h;„
$6., 3 0 5"--- -c) - 1--- ,C.J. Jr— tAn.e..... .
14\t.--1-41-•---• ‘C":-'-^ ZO `S.-- . 0
°

low
Si o Na_ o,-. e-Q�
•
: Im::::i:i :i�i■:O: : :MOM
■■■■ n■■iMIMMI■ ■i:i
■QaEOPINAIM ■■-ii■-■■ii--:ii-■u'i:
■RSCANZ.■■ .u■-■-■- ■m■m■ ■■■
::' j. ■'■:: 'ni-�m:i:■i■ii11.1111
■■■ U.Ii I 1m■■■■m■ ■■■
■■■■—■-■-i�■■■■m ■-■■■
"': ■ O •. :�::vmo' ::nord■
.■■■-:ui■�:-■�■■■■m.-■..
mn■■mnnm ■■-■m■-■.al
:■�
■■■■ --_■■
Y4:�nm■ ■■m
r■■un■
Minn II
:11 U1'� ■11 _u' i■': : '
IIm�:::
■n■■■n■■IMMOMMINIMMO
M'■%'
i MOM
IMO
�■■■ _■_ ,�_ : n,■■m■-■-nn■m■m■■nU■-■n■■:.�—■■im■m
■':■'i ■ ■n•a■mnmm■ _■ m■ m■■m.:�•■om
■■■-■-1,111111111■ n■
■-
■■■ ■■um■n■m
■■■ ■u■-
■::■■ n■
:n :� - :"Mffff :: i' '���MI MU MO 11111W111.1..-
=
mom-
sm. ■ ■■ ■■■■
u■n■■m
:■m■_■' n: u•1
rameami
■mu■■mn■■■m■E mo
IlImmill000l
Es omo
Ell El ■■■_
■ nrI■m■ -:- u■ IMO
■■■■m■■nrl
:■■■m■n
■■■-■■■
■■■ ■
•MINIIIUMn m ■■■OM
■
m■
■
:-gym:::_:
...�".■:::::
II:::
II
Ifil
m■■■■m o
■■
-m--Eur
.......1 1111111
IWO' MI
IMMOwow ■n■IIMMIM1■�ii I i.:■i' ■='= ■■ms. ;;■
Ili•■...
........
• E. .. mour,=a,,
in...m.... .
.........2......■IMMu■n"'■''n'�''■:iG■'GMtn IMO -i HI "'
■1111•11111111111:MOMMIIII: ■■ ■■ n■■"m■n I _■�� Mil
■■AIM ni:n■�i■■■m■m■■■■u I I I IIMMIIIIMO
■mm—m-■
■n■ ■■■■-■■n ■ ■ n■n■ I ■mmn■ �■
onto gi ■■■■m lio u :n_ _11•11•11O II ■■moon■ -i I i l I ■-■m■1 NMI II MI
■m is 11 1 DU
RV"
■-
■■■■-■m- nn■■n■■m■■■■■■ nn ■ ■■■ mm ■
MI IIIIIIMONII
n■■m■m-■■■■......r.
z::■■-■■:■m.MIEMMI�:%.■:.:.. no ■. . _■_-_—•
•
■■■�C ■�■ llumn. . MO= :11 1 owl I ■i:: :mom ■'m
i■i■-■■ ■■ ■■■■m■ ■-■:� : :Ili
u■:i::i■i�nn■i■■::mi'■::i: is::::■: •
:
I_IT E
I
11 I
II
l■11111111M_ i:i■:in::■
■■ u■■■ ■■moo oomo
■�■ ■ ■■■ ■■■■■ ■■■■so
RIM IO
IMMO
mr
_ 1 ■�
INN
■
■
■
'00 U3SS3 13 J4f13).1
':'n u+ 3av N' S3HJNI 01 X
O£6L 917 HZNI 3H1 01 Zl X Ot
l

p Azt-d c‘-t,
(Jag:6-, _
SQ. 2_0 114.
A- • A-^(1-tilf__ hra)
? 11,17 _ 1-4_1424
7.(,
( ).17
1,
kT /
P 32j (41 2 7109
SR_ 27 (4
z. Cq
I 263
dio‘' / • (7
I. 1 /
.2zi
/ • ZO
tit 0 , 2 7
i#:2D
•cii
estr4
1,541
24, 2_ t /1,ct
to7
5_fe. 19_0_571 Li. 17
5e, toot -
L2 107/10-7 147

o, 14-r- ©, 3 S
d,LC
4° TL ` ' 2, -1 _
t. 3 6672, z, - , k`
6
3;6
?\P-- t,) C . + as- K Li ) C) 9
7
, cam^ — a, s =- - Oat_ c_g t .
It( a S G
3,2 - 1313'
3l
0 - 56,1. = 23, cc /j5 . 71 21 Z
P6-

c
_Cc)
6,-.4-4-4),yinj OP 4e 214.0.41.3L.,
(,) /5-4
Lain Le_
c(6, 19,„,_e,A0
)2, c•fs k CAJ4.a_L._

e-y-44.-21-H? l i ; '1
I
I i ( I t{u44 'TT.
1 f ,--cf- ‘f.¶ , M'1yr
tYut..
CestA
•
~J. .7
J
I
1
1
1 V
0w741a
i
�'7- I
I ...:�
IL° 7361
I i
1,
i !
I
l '
! ►,
;
I
r
f
1
I '
r- i
-� -' I
i �" '
j I
I
--t- [�
I
/� a 1
,� D Gi�' r 1
` /�,
V. ©' {
, 10 �, j
I
j JV� r
! 1 I V�i 1 i
j
!° S�
i {
I '
lit vJ
1
3 , I36'
il3 ;
;
I�•I
1 y
��#
I
I
I
l3s
� ,3
�!
I
r1^
j ;
j i
1
I I
6
I t
I I
v i i
I r� 1
i
i
� l D. W
0 2-
F ?
4c5--sk- '
i_
�o,� �'
•�
6s 2 I
Gos
+ eq.10 ,r4-,, mac:-
(t..).9g►v)
,� I Q,
d.. 2
t
1 ags
,
i
,��
i
Cis--H
,I
A
,o.ti,
�
_ i
p;.
o) q5
i I
w
I
i
i 1
;
ii
i$° J J Vt-- ''._O ,
i 1
i d .' � {
i (10 2-0
•
I
I
i - - i
`
(a, 30
I
i 0, 0)
i i
t'2�
t t.. -
,
-7— i i
v6 :
2I
1
-
I
ra
i
z
ap.0-6.---f-ue
{
..�
I lS0. ,, 1.{ ' 1Y` 1
I•
i

- ,
g ,
g,114 Re
6,, q
•
2.$ 3
•
35-)
J.
,
I -
co. 9
t
, 2 to, Istl
3 L-1
•c.
04A <
2-se-
1
it0
•••••""`
2,
5,
It 3
co.
CL,N-ivo)
Z.2
.R0b Ott- ..00
6 ANJ
Tr, 6
b, 0 .WL
(67-4
Fkv

-7 t
dv
_3_7( 7a_co
• s-P....S4*n
alT +t,I--
•
2)4 P.4.5Et w--YLO
olot_-; 11_,‘_.)4
41 ,
(0 Ae
P4-1?-10
st
,,frP.A -ad
441 ON
(44_ 7
`" 61/
S., -
Y-040. • .,,e60 e
v--5/ ekel

ac_©6c5,t
otcP
m.

ieVoR
-F0
EFFLUENT LONGTERM BOD'S AND NITROGEN VALUES
(all values in mg/1)
SAMPLE DESCRIPTION
TOT
DAY FOOD NH3 TKN NOX N
Gastonia Long Creek_ 0 0.46 4.3 5.1 9.4
Composite
October 7-8, 1986 5 4.9
Time: 1100-1100
NBOD = 1.9 * 4.57 = 8.7 12 9.5
CLOD = 30.0 - 8.7 = 21.3 16 11.5 0.11 3.7 5.9 9.6
22 13.9
32 17.1 0.19 2.9 6.2 9.1
40 19.5 0.19 2.9 6.4 9.3
62 24.8 0.11 3.5 6.4 9.9
71 26.9
92 30.0 0.11 3.1 7.0 10.1
Hickory Henry Fork 0 1.3 4.2 6.3 10.5
Composite 3 13.1
September 8-9, 1986 5 20.5 2.2 4.6 5.9 10.5
NBOD = 3.7 * 4.57 = 16.9 7 28.1
CLOD = 78.9 - 16.9 = 62.0 9 36.1
12 46.0 0.40 4.5 8.3 12.8
14 50.7
19 58.4
28 64.3 0.14 2.7 9.7 12.4
33 66.7
41 69.4 0.06 2.1 4.4 6.6
50 71.9
60 74.3
90 75.4
122 78.9 0.07 1.3 10.0 11.3
Newton WWTF' > - ),)2 0 0.31 1.5 1.1 2.6
Composite 5 2.8
•
September 9-10, 1986 U`''� 13 6.7 0.37 1.9 1.1 3.0
Stop at day 60 (Lz. 18 9.4 0.40 3.6 1.0 4.6
N8OD = 0.9 * 4.57 = 4.1 27 13.3
CEOD = 22.0 - 4.1 = 17.9 32 15.3
40 17.6 0.04 2.4 1.9 4.3
49 19.8
60 22.0
D I5 l or - 0. 5 (z i r 91 24.7 0.05 .80 2.0 2.8
1, tjt, 121 27.7 0.09 .80 2.0 2.8
High Point Eastside 0 0.31 1.8 10.0 11.8
Composite 5 4.6
October 28-29, 1986 11 7.7
Time: 1020-1040 20 11.1 0.06 2.3 10.0 12.3

UL4 5
41,
C, ft se,
C_ 2 S2_1 f
'1 3
L_L\
LJ (-3 TP_7 VtQj( o
C". C'-•017Y.
cts-Aa _
CL S t.40 diL
o
LAT', _ Wi'do

Burlington Research, Inc.
P.O. Box 2481. Burlington, NC 27215. Telephone [phone]
CUSTOMER:
FACILITY:
SAMPLE:
WORK ORDER #:
SAMPLE REC'D:
REPORT DATE:
REPORT TO:
ANALYTICAL REPORT
CITY OF NEWTON
Clark Creek Treatment Plant
Special NPDES Analyses
Composite Influent
88-02-019-02
02/04/88
02/22/88
Mr. Dwight Wilson
Burlington
Research
PARAMETER
Ammonia Nitrogen
BOD, 5-Day
Cyanide, T'tl.
Chemical Oxygen Demand
Ion Chromatography Scan
Oil & Grease
Phenols, T'tl.
Phosphorus, T'tl
Total Suspended Solids
Silver, T'tl.
Aluminum, T'tl.
Arsenic, T'tl.
Barium, T'tl.
Cadmium, T'tl.
Chromium, T'tl.
Copper, T'tl.
Mercury, T'tl.
Nickel, T'tl.
Lead, T'tl.
Antimony, T'tl.
Selenium, T'tl.
Zinc, T'tl.
UNITS
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
RESULTS
3.44
133.4
<0.010
505.8
(attached)
x 34.3
0.03
6.56
36.0
<0.01
),0.61
<0.005
<0.2
0.011
<0.05
x0.37
<0.002
X0.34
x0.11
<0.2
<0.005
Y(0.088

Burlington Research, Inc.
P.O. Box 2481. Burlington, NC 27215. Telephone [phone]
Ili CHROMMCGRAPHY
W3RK ORE #: 88=02-019-02
ICifiT t�
Fluoride:
Chloride:
Nitrite:
Bromide:
Nitrate:
Phosphate:
Sulfate:
65.78
26. 04
c
Burlington
Research
•

Burlington Research, Inc.
P.O. Box 2481. Burlington, NC 27215. Telephone [phone]
CUSTOMER:
FACILITY:
SAMPLE:
WORK ORDER #:
SAMPLE REC'D:
REPORT DATE:
REPORT TO:
ANALYTICAL REPORT
CITY OF NEWTON
Clark Creek Treatment Plant
Special NPDES Analyses
Final Effluent after C12
88-02-019-07
02/04/88
02/22/88
Mr. Dwight Wilson
Burlington
Research
PARAMETER
Ammonia Nitrogen
BOD, 5-Day
Cyanide, T'tl.
Chemical Oxygen Demand
Ion Chromatography Scan
Oil & Grease
Phenols, T'tl.
Phosphorus, T'tl
Total Suspended Solids
Silver, T'tl.
Aluminum, T'tl.
Arsenic, T'tl.
Barium, T'tl.
Cadmium, T'tl.
Chromium, T'tl.
Copper, T'tl.
Mercury, T'tl.
Nickel, T'tl.
Lead, T'tl.
Antimony, T'tl.
Selenium, T'tl.
Zinc, T'tl.
UNITS
mg/L
mg/L
mg/L
mg/ L
mg/L
mg/ L
mg/L
mg/L
mg/L
mg/L
mg/ L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
RESULTS
<1.0
NO READ
<0.10
68.1
(attached)
1.6
<0.01
2.88
8.0
<0.01
<0.10
<0.005
<0.2
x 0.012
<0.05
x0.16
<0.002
X0.19
x0.11
<0.2
<0.005
0.028

4 •,
_ Burlington Research, Inc.
P.O. Box 2481. Burlington, NC 27215. _ Telephone [phone]
IOId CHROMOGRAPfY
WORK ORDER #: 88-02-019-02
IO1
Fluoride:
Chloride:
Nitrite:
Bromide:
Nitrate:
Phosphate:
Sulfate:
53.14
23.00
Burlington
Research

Discharger NEW1ON
Receiving Stream . CLARK CREEK
The End D.O. is 5.48 mg/1 .
1 !re Lnd CBOG is 16.50 mg / 1.
End NEO0 is 13.23 mg/1.
n
M-i 1 epoi nt-
0.:C
.0
MODEL RESULTS
Reach 1t
2
IJ l M E R
CURRENT PERMIT LIMITS
NEWTON AT 7.5 MGD
WLA
CBOO
(mc1/1)
5.00
45.00
45.:.i0
45.00
u ' . 00
45.00
0 00
WLA
N6OD
(mg/1)
WLA
0,0 Waste Flow
(rrrg/ 1) (m'gd)
90.00 5.00 0.00680
90.00 00 0.00 0 10000
90.00 0.00 0.00630
90.00 6.00 0.00500
90.00 5.00 0.10000
40.00 6.00 0.00500
0.00 0.00 0.00000
2,54 3
4- 1.00 0.00 0.00 0.00000
G...O .,t, 0.00 0.00 0.00 0.0000(.:
."(,. 10.00 27.00 ).00 7.50000
00 0.00 0,00 0.00000
0.00 0.00 0.00000
G2
0,00
13.50 5.00 1.00000
0.00 0.00 0.00000
00 90.00 0.00 1 . 00000

r
-
Discharger
Receiving Stream
SUMMER
CURRENT PERMIT LIMITS
NEWTON AT 10.0 MGD
MODEL RESULTS __.___ _...,.„.,..._..
NEWTON
CLARK CREEK
The End D.D. is 5.53 mg/1.
The End CBOD is 17.65 mg/1.
The Enc:! NBOD is 14.46 mg/1.
DO M i n
(mg/1) Mi 1 epai nt Reach #
WLA WLA WLA
CBOD NBOD DO Waste Flow
(mg/1) (mg/1) (mg/1) (mgd)
Segment 1 7 . 19 0.70 2 (� (� �y
Reach 1 45.00 90,00 5.00 0. 00680
Reach 2 45.00 90.00 0.00 0.10000
Segment 2 6.99 0.00 1
Reach 1 45.00 90.00 0.00 0.00630
Reach 2 45.00 90.00 6.00 0.00500
Segment 3 4.86 0.40 1
Reach 1 45.00 90.00 5.00 0.10000
Segment 4 6.80 0.00 1
Reach 1 45.00 40.00 6.00 0.00500
Reach 2 0.00 0.00 0.00 0.00000
Segment 5 5.77 7.80 3
Reach 1 0.00 0.00 0.00 0.00000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 30.00 27.00 6.00 10.00000
Reach 4 0.00 0.00 0.00 0.00000
Reach 5 0.00 0.00 0.00 0.00000
Segment 6 5,28 0.00 1
Reach 1 60.00 13.50 5.00 1.00000
Reach 2 0.00 0.00 0.00 0.00000
Segment 7 5.53 2.50 1
Reach 1 45.00 90.00 0.00 1.00000

Zv�� �•`.� L. A
N
fCTI � 1 I1l�-�
(ie
s

I_ R,AL 0';
, 1
i , j If
,
1 i
tc)
i
1 1
LO cc)
14,
; -
tc2
I,
-'j i
!'
_!I
I;
Ili 0l
i
1;
•
f_s 1,67 _
1,0
.p_4„s
`f' e cS -- 2.)17-

*** MO1:)I:::I... SUMMARY DATA :i<**
Discharger : NEWTON Sii►.►lal:rass:i.n : 030E331.5
I:;r.;Y(-(.+:i.v'i.ng Stream : (::LARK CREEK Stream Class: C:
Summer 7Q:I.0 : :I..'7 Winter '7(.4:I.() .
Design Temperature: 2/l.
:LENGTH; SLOPE; VELOCITY : DEPTH; K1 1 K1 1 K2 : K2 ; KN 1 KN 1 KNR I KNR
1 mile 1 ft/mil fps 1 ft !design! @200 :design! @20° :design1 @20° :design; @20° I
Segment 1 1 0.70: 16.701 0.208 : 0.74 : 0.53 1 0.44 : 6.83 1 6.271 0.00 1 0,00 1 0.00 : 0.00 I
Reach 1 :
Segment 1 1 0.701 16.701 0.215 : 0.76 1 0.53 1 0.44 : 7.05 ! 6.46: 0.00 1 0.00 1 0.00 : 0.00 :
Reach 2 :
Segment 2 1 0.501 36.40: 0.117 1 0.35 1 0.62 1 0.51 1 8.33 : 7.641 0.00 : 0.00 1 0.00 : 0.00 :
Reach 1 1
Segment 2 : 0.30: 25.001 0.154 : 0.54 : 0.56 : 0.46 1 7.54 : 6.91: 0.00 1 0.00 : 0.00 : 0.00 I
Reach 2 1
Segment 3 1 0.901 25.001 0.156 ; 0.43 : 0.60 1 0.50 1 7.66 1 7.021 0.00 1 0.00 1 0.00 1 0.00
Reach 1 1
Segment 4 1 0.201 25.00: 0.226 1 0.66 1 0.58 1 0.48 :11.07 1 10.151 0.00 1 0.00 1 0.00 : 0.00 :
Reach 1
Segment 4 1 0.801 25.00: 0.232 : 0.68 : 0.58 1 0.48 :11.38 1 10.43: 0.00 1 0.00 1 0.00 ; 0.00 ;
Reach 2 1
Segment 5 1 4.201 7.101 0.207 1 1.10 1 0.46 1 0.38 1 2.88 ; 2.641 0.00 1 0.00 1 0.00 1 0.00 1
Reach 1 1
Segment 5 1 0.901 7.101 0.213 1 1.21 1 0.46 1 0.38 1 2.97 1 2.721 0.00 1 0.00 : 0.00 1 0.00 1
Reach 2 1 _
Segment 5 : 2.701 7.101 0.427 1 1.40 1 0.49 1 0.41 1 4.30 1 3.94: 0.00 : 0.00 : 0.00 1 0.00 ;
Reach 3 1
Segment 5 : 0.501 7.10: 0.419 1 1.46 1 0.48 1 0.40 1 4.21 1 3.86: 0.00 1 0.00 1 0.00 : 0.00 1
Reach 4 1 1 l
Segment 5 : 1.50: 7.10: 0.417 ; 1.51 1 0.48 1 0.40 1 4.20 1 3.851 0.00 1 0.00 1 0.00 1 0.00 1
Reach 5 1
3ob,1t = (V
Segment 6 1 1.40: 34.00: 0.457 1 0.53 1 0.91 1 0.76 130.50 1 27.961 0.00 1 0.00 : 0.00 1 0.00 1
Reach 1 1

5egment' 6 1 0.201 7.101 0.300 1 1.30 1 0.47 1 0.39 1 4.18 1 3.831 0.00 1 0.00 1 0.00 1 0.00 1
Reach 2 I
Segaent 7 1 2.501 7.101 0.499 1 1.77 1 0.48 1 0.40 1 5.02 1 4.611 0.00 1 0.00 1 0.00 1 0.00 1
' Reach 1 1
Flow
1 c f `.a
Segment 1 Peach 1
Waste
Headwaters!
Tributary 1
)1< r;1.1 r3 t:3 •f' •f' 1
O .011
1.700
O .000
O .000
Segment :l. Reach 2
h
ii3.!:i t, t:?
Tributary 1
* Runoff
C I:::O I.) 1
111 i_J / :I. 1
1135.000
1 5.000
1 0.000
1 0.000
O .:1.55 1135.000 1
O .000 1 0.000 1
O .000 1 0.000 1
Segment 2 Peach :l.
Waste 1 0.010 1135.000 1
Headwaters: ' 0.:1.50 1 5.000 1
Tributary 1 0.000 1 0.000 1
* Runoff 1 0.240 1 5.000 1
Segment 2 Peach 2
Waste 0.008 1:1.35.00() 1
Tributary 1 0.350 1 5.000 1
• 1-:s.irll:3 f •f' 1 0.240 1 5.000 1
4:;egIncirl•t. 3 Peach :1
Waste 1
I" Ier.3dwi:3.'t',re}r'Ses 1
Tributary
)K Runoff
O .155
O .160
O .000
O .240
1135.000
1 5.000
1 0.000
1 5.000
Segment zI Reach :1.
Waste 1 0.008 1 85.000
Headwaters: 0.000 1 0.00
Tributary 1 0 .2:18 1 0.00)
* Runoff 1 0.240 1 5.000 1
Segment 4 Peach 2
Waste 1 0.000 1
Tr:i.bl.1•t,LLr'y 1 0.008 1
ii< Runoff 1 0.240 1
Segment 5 Peach :l.
Waste 1 0.000
Headwaters: 0.000
Tributary 1 0.000
* Runoff 1 0.090
O .000 1
25.000 1
5.000 1
Nl:0I3 D.O.
31 g / :i. mg/1
O .000 1 5.00()
O .000 1 7.650
O .000 1 0.000
O .000 1 0.000
O .000 1
O .000 1
O .000 1
O .000
O .000
O .000
O .000
O .000
O .000 1
O .000 1
O .000 1
O .000 1
O .000 1
O .000 1
122..v.43(Q
O .000
O .000
O .000
O .000
7.650
O .000
7.650
6.000
7.650
7.650
5.000
7.650
O .000
7.650
O .000 1 6.000
O .000 1 0.000
O .000 1 0.000
O .000 1 7.650
O .000 1
O .000 1
O .000 1
O .000
5.160
7.65()
O .000 1 0.000 1 0.000
O .000 1 0.00() 1 0.000
O .000 1 0.000 1 0.000
5.000 1 0.000 1 7.650

t
�
Segment 5 Aeach 2
Wamte | 0.000 0.000 | 0.000
TributarQ | 0'700 | 5.000 | 0.000 | 7'650
** Aunmff O.09() | 5.000 | 0.000 | 7.650
SeQtile nt 5 Aeach 3
Waste T.715 0 | 65.00 0 0.000 | 6.000
Tributartj | 0'000 | 0.000 | 0.000 | 0.000
* AunoT,f | 0.090 | 5.000 | .0.0Od | 7.65()
SeQment 5 Aeach -el
Waste | 0.000 | 0'000 | 0.000 | 0.000
TributarU | 0.800 | 5.000 | 0.000 7.850
* Aunoff \ 0.090 | 5.000 | 0.000 | 7p.650
SeQment 5 Aeach 5
Waste | 0.000 l 0.0OO | 0.000 | 0.000
Tributary } 0.800 | 5.000 to 0.000 | 7.650
* Runoff | 0.090 | 5.000 | 0.000 | 7.650
Segment 8 Peach 1
Waste 1.550 | 60.000 1 0'000 | 5.000
Headuaters0.Z-2 00 | 5.000 | 0.000 to 7.650
Tpibutartj | 0.000 0.000
* Runoff | 0.2150 | 8,000 | 0'000 | 7.650
Segment 6 Qemch 2
Wamte | 0.000 | 0.000 | 0.000 | 0.000
Tributary | 5.450 | 5.000 0. 000 | 7.650
* Aunof� 0.000 | 0.000 | 0.000 | 0.000
Segment 7 Reach 1
Wamte | 1.51,50 1111135.000 | 0.000 | 0.000
Headwaterm| 0.000 | 0.000 | 0.000 i O.0V0
TributarU | 0.000 | 0'000 | 0.000 | 0.000
* Qunmff | 0.090 | 5.000 | 0.000 | 7.650
* AunoT'f f1ow is in c-Ps/111i10-1

Discharger
Receiving Stream
---------- MODEL RESULTS ----------
: NEWTON
: CLARK CREEK
The End D.O. is 5.79 mg/i.
The End C800 is 25.90 mg/i.
The End NE:OD :Ls 0.00 mg/l.
Segment 1
Peach 1
Peach r
Segment 2
Reach 1
Peach 2
Segment 3
Peach 1
Segment A
Peach 1
Peach
Segment 5
Peach 1
Peach
Peach 3
Reach del
Peach
Segment 6
Peach 1
PeaCh
Segment 7
Peach :1.
WLA WLA • WLA
DO Min MOD NBOD DO Waste Flow
(mg/1) Milepoint Peach 0 (mg/1) (mg/1) (mg/1) (mgd)
7.28 0.60 2
7.18 0.00 1
5.1A
5.81
O .40 1
O .00
4.68 7.80 3
5.30 0.00
5.53 0.00 1
:1.35 0.00 5.00 0.00680
135 0.00 0.00 0.10000
:1.35 0.00 0.00 0.00630
135 0.00 6.00 0.00500 i
:1.35 0.00 5.00 0.10000
85 0.00 6.00 0.00500
O 0.00 0.00 0.00000
O 0.00 0.00 0.00000
O 0.00 • 0.00 0.00000
65 0.00 '6.00 5.00000
O 0.00 0.00 0.00000
O 0.00 0.00 0.00000
60 0.00 5.00 1.00000
O 0.00 0.00 0.00000
135 0.00 0.00 1.00000

. .1
.
•
i'.
.
OcZ

1-'Seg 0 Reach 0 1 Seg Mi D.O. CBOD NUM Flow
:1. I. 0.00 '7.63 5.80 0.00 :1. . '71.
. :I. 1. 0.:1.0 '7.7:1. 5.71 0.00 :1. . '71.
:1. :I. 0.20 7.77 5.62 0.00 1.71
1 :1. 0.30 7.83 5.511 0.00 1.7:1.
:1. 1 0.40 7.87 5.45 0.00 :1.. '71
:1. :1. 0.50 7.9:1. 5.3'7 0.00 :I.. '71.
:1. 1 0.60 7.94 5.2.9 0.00 1..71
:1. 2 0.60 7. Z..:1.6 . 07 o.00 1..87
1. ;:':,. 0.'70 '7. 29 :1.5 . E33 0.00 1..8'7
1. 2 0.80 '7. F:10 :1.5.59 0.00
:1. 2 0.90 7.30 15.36 0.00 .1.67
.1 a 1.00 7.31 15.13 0.00 1.87
1. 2 1.10 7.33 11,91 0.00 1.87
1 a 1.20 7.84 14.69 0.00 1.87
a 1 0.00 7.16 :1.2.95 0.00 0.16
a 1 0.10 '7.38 :1. :I. . 53 0.00 0.1.E3
2 1. 0.20 7.52 :1. 0 . 113 0.00 0 . 2 1.
2 :1. 0.30 7.62 9.56 0.00 0.23
2 :1. 0.40 7.70 3.84 0.00 0.26
2 1 0.50 7.76 8.24 0.00 0.28
itl 2 0.50 7.68 8.00 0.00 0.64
2 a 0.60 7.74 7.72 0.00 0.66
2 2 0.70 7.79 7.46 0.00 0.69
3 :1. 0.00 6.35 68.97 0.00 0.32
3 1 0.10 5.69 62.95 0.00 0.34
3 1. 0.20 5.311 57 . 7 e., 0.00 0.86
3 :I. 0.30 5.18 53.23 0.00 0.39
3 :1. 0.110 5.14 49.25 0.00 0.11
3 :1. 0.50 5.18 A5.73 0.00 0.41
3 1 0.60 5 . 2 7 112.6o o.00 0.46
3 :1. 0.70 5.39 39 . 79 0.00 0.48
3 1. 0.80 5.51 87.26 0.00 0.51
3 :1. 0.90 5.65 34.98 0.00 0.53
Al 1 0.00 5 . 8 1. 1. 6 . E38 0 . 0 0 :I . 1141
A :1. 0.10 6.31 16.42 o.00 1.47
A :1. 0.20 6.67 1. 5 . 99 0.00 1. . 119
A 20.20 6.66 1. 6 . 0 '3 0.00 1. . 5 0
4 a 0.80 6.94 15.62 0.00 1.52
4 2 0.4() 7 . :I. !!.$ :1. 5 . 2 '4'2 0 . 0 0 1.55
11 2 0.50 7 . 31 :1.11 . 83 0.00 1.57
4 2 0.60 7.43 14.46 0.00 1.59
Al 2 0 . '7 0 7.52 14.10 0.00 :1. .62
4 2 0.80 '7 . 5 9 1. 3 . '7 6 0.00 :1. . 611
A 2 0.90 7.65 13.42 0.00 1.67
4 2 :I . 0 0 '7 . 69 :1. 3 . :I. 0 0 . 0 0 :I. . 69
5 :I. 0.00 '7 . 51 :1. :3 . 93 0.00 3.56
!.;.s :1. 0 . :I. 0 '7 . 111. 1. 3 . '72 0 . 0 0 3.56
5 :I. 0.20 7.32 13.51 0.00 3.57
5 :1. 0.3() 7.24 13.31 0.00 3.58
5 :I. 0.40 '7 . :I. 7 1. 3 . 1. :I. 0.00 3.59
5 :1 0.50 7. :1.:!. 12.91 0.00 3.60
5 :1. 0.60 7.06 12.71 0.00 3.61
5 :I. O. 7() 7. 0 :1. 1. 2 . 5 2. 0 . 0 0 3. 62
5 :I. 0.80 6.97 :I 2 . 33 0.00 3.63
5 3. . 0 . 9 0 6 . 911 :I Eh. . :1.5 0.00 3 . 611
5 I. 1.00 6.91 11.97 0.00 3.65
5 1 1.10 6.88 11.79 0.00 3.65
3 :1. 1_20 6.86 11.61 0.00 3.66
5 1 1.30 6.85 11.44 0.00 3.67
5 1 :1..10 6.84 1. :1. . 2.6 0.00 3.68
.::
...) :1. 1.50 6.83 11.10 0.00 3.69
5 1 1.60 6.82 10.93 0.00 8.70

5 1 1.70 6.82 10.77 0.00 A. Al.
5 1 1.80 6.82 10.61 0.00 3.72
� 1 1.90 6.82 1O.A5 0.00 3.73
5 1 2.00 6.82 10.80 0.00 8.74
5 1 2 10 6.83 IOA4 0.00 3.74
5 1 2. 20 6.83 9.99 0.00 3.75
5 1 2.30 6.84 9.85 0.00 3.7$
5 1 2.40 6.85 9.70 0.00 3.77
5 1 2.50 6.86 9.56 0.00 3.78
5 1 2.60 6.87 9.42 3.79
� 1 2.70 6.88 9.28 0.00 3.80
5 J. 2.80 6.90 9.3.4 0.00 3 . (91
5 1. 112.90 6.91 9.01 0.00 3.��
5 1 3.00 6.92 8.88 0.00 3.83
5 1 3.10 6.9/l 8.75 0.00 3.83
5 1 3.20 6.95 8 62 0.00 3.84
5 1 3.30 6.97 8.49 0.00 3.81,15
5 1 S.4o 6.99 8.37 0.00 3.86
5 1 3.50 7.00 8.25 0.00 3.87
5 1 3.60 7.02 8.18 0.00 3.88
5 1 3.70 7.OA 8.01 0,00 3.89
5 1 8.80 7.05 7.90 0.00 3.90
5 1 90 7.07 7.78 0.00 3.91
� 1 7.09 7.67 0.00 3.942
5 1 q.10 7.10 T.56 0.00 3.92
5 J. 4��� 7.1� T.45 O�OO 3.9�
5 2 �.20 7.20 7 08 00 4. 63
5 2 1.30 7.22 6.98 00 �. 64
5 2 4.40 7.24 6.89 0,00 4.65
5 2 4.25 6.79 0.00 4.66
5 2 /1.60 7.27 6.70 O OO 4,67
5 2 '1.70 7.29 6.61 0.00 4. 68
5 2 4.80 T.30 6.52 0.00 4. 69
5 2 4.90 7.32 6.43 70
5 2 5.00 7.34 6.S5 0.00 4.7�
5 2 5.10 35 6.26 0,00 4.71
5 3 5�1O 6��1 38 56 0.00 12.46
5 8 5.20 6.38 26.29 0.00 12.47
5 3 5.30 6.27 36.01 0.00 12.4(3
5 3 El.40 6.3.6 35.74 0.00 12.49
5 3 5.50 6.06 47 0.00 12.50
5 3 96 35.20 0.00 :1.2.51
5 3 5 7O 5.88 34.98 VO 52
5 3 58O 5.8O 0.00 12.53
5 3 5.90 5.73 3/l. -10 0.00 12.54
5 3 6.00 5.66 34.14 0.00 12.55
5 3 6.10 5.60 33.88 0.00 12.55
5 3 6.20 5.55 3a.63 0.00 12.56
5 3 8.30 5.50 93.37 0.00 12.57
5 9 6.00 5.45 33.12 0.00 12.58
5 3 6.50 15.41 32.87 0.00 12.59
5 3 6�60 5�38 32.62 0.00 :1.2.60
5 3 6.70 87 0.00 12.61
� 3 6.80 5.32 32.13 0.00 12.62
5 3 6.90 5.29 31.89 0.00 12.63
5 3 7.00 5.27 31.64 0.00 12.64
V3 3 7.10 5.25 31.4O 0.00 12.64
5 3 7.20 5.23 31.17 0.00 IR.65
5 3 7.30 5.22 30.93 0.00 12.66
5 2 7.AV 5.21 30.70 0.00 12.67
5 3 7.50 5.20 30.47 0.00 12.68
5 3 7.60 5.19 30.24 0.00 18.69
5 1�3 70 5.19 30.01 0.00 12.70
5 3 7.80 5.18 29.78 0.00 12.71
5 4 7,80 5.29 28.66 0.00 13.31
5 4 7.90 5.29 P8.44 0.00 13�2

:5 dc.i t:5 . t..1 (.1 :5 . i*:..."-.", 1::: i:3 . a. .::.$ kJ . i.J l.) .. ::.% .
5 A E3 . :1. 0 3.29 EY. 8 . 0 :I. 0.00 1 3 . 33
!.t.5 '.1 3.20 5.29 27 . Ei3 0 0.00 1 3 . 3A
5 .e.1 8.30 5.29 2.7 . 59 0.00 1 3 . 35
5 5 8.30 5.43 2 ea . 3 1 0.00 1 A . 15
5 5 8.40 3.43 2 ea . ..i. 1. 0.00 1. A . 1 6
5 5 8 . 5 0 5.44 2 5 . 9 2. 0.00 14 . :1.'7
5 5 E3 . 6 o 5 . 114 2. 5 . 7 2 0 . 00 111 . :I. 8
5 5 8.70 5.45 El 5 . 5 3 0.00 111 . 1 9
5 5 E3 . E3 0 3.46 25 . 33 0.00 111 . 2. 0
5 5 E3 . 9() 5 . 47 25 . 14 0 . 00 111 . 21
5 5 9.00 5.48 211 . 95 0.00 14 . 22
5 5 9 . :1. 0 5.49 211 . 7 6 0.00 1 A . 2 r.'2
5 5 9.20 5.50 211 . 58 0.00 111 . 2:3
5 5 9.30 5.52 24 . '39 0.00 111 . PA
5 5 9 . 110 5 . 53 24 . Z..). 1 0 . 00 111 .25
5 5 9.50 5.54 2 11 . 0 r.7'. 0.00 111 . 2.6
5 5 9.60 3.35 2:3 . 811 0 . 0 0 111 . 27
5 5 9.70 5.57 23 . 6 6 0.00 111 . 28
5 5 9.80 5.58 23 . A E 3 0.00 111 . 29
6 :1. 0.00 5.30 5 3 . 7 1 0.00 1.75
e.) ..i. o . :1. 0 5.87 52. . 3E3 0.00 :I.. 77
6 1. 0.20 6.23 5 1 . :I. 0 0.00 :I. . 8 0 6 :I. 0.30 6 . 5 1 49 . E3 5 0.00 :I. . En?.
6 :1. 0.40 e., . .7 o its ez 0.00 ..i. . 85
6 ..1. 0.50 6.83 117 . 4E3 0.00 1.87
6 :1. 0 . 6() 6 . 973 it 6 . 35 0 . 00 1 . 9()
6 :1. 0.70 7.00 415 . 2 e.) o . o o ..1. . 92.
6 :1. 0.60 7.07 11 A . . 7.....'. 0 0.00 1 . 95
e., :1. 0.90 7 . 1 1 413 . 1 7 0.00 1 . 97
6 1 1.00 7.16 112 . :1. (3 0 . 0 0 2.00
6 1. 1. . ..1. o '7 . 2 0 11 1 . 21 0.00 2.02
6 1 1 . 2 0 7.23 110 . 27 0.00 2.05
6 :1. :1. . 3 () 7.26 Z3 9 . F:3 cf.) 0.00 2.07
6 2 1 . 3 0 7.54 1 A . /4 a 0 . 00 7. 52
e., 2 1. . A 0 7 . 119 1 A . a 1.1 0 . 0() 7 . 52
6 2 1 . 5 0 7.11 1 11 . 2. 0 0 . 0 0 7.52
7 :I. 0.00 5 . 81 2.7 . E3 9 0 . 0 0 23 . 3 6
7 :1. 0 . :I. 0 V.5 . 8 1 2.7 . 714? 0 . 0 0 23 . 37
7 :1. 0.20 5 . E3 1 2 7 . 5 5 0.00 23 . 3E3
7 :1. 0.30 3.82 27 . '3'7 0.00 23 . 39
7 :I. 0 . 110 3.82 27 . a o 0.00 23 . 41 0
7 :1. 0.30 5.83 27 . 0 /I 0.00 23 . A 1.
7 1 0 . e.) o 5 . ea 2 6 . E3 7 0 . 00 2 3 . 11 2.
7 :1. 0.70 5.64 2 6 . 7 0 0.00 23 . 43
7 :1. 0.30 3.31 E..''. 6 . 53 0.00 2.3 . 113
7 1 0.90 5.85 2 6 . 37 En.:3 . AA
0.00
7 :1. :1. . 00 5 . E3 6 ....'. 6 . r....1 : I . 0 . 00 23 . 45
7 :I. 1 . :I. 0 3.87 2 6 . 0 11 0.00 2.3 . 4 6
7 :1. :1. . 2 0 5 . 88 25 . E3E3 0 . 00 7.23 . 47
7 1 1 . 3 0 5.89 25 . 7 f.....1 0 . 0 0 23 . 11E3
7 :1. :I.. 4 0 3.69 2 5 . t'.56 0.00 23.119
7 :1. :I. . 5 0 5 . 9 0 25 .110 0.00 23 . 5()
7 J. :1. . 6 0 5 . 9 :I. 25 . 211 23.51 0.00
7 :1. 1 . '7 0 V.; . 9 "e2 25 . 0 9 0 . 00 72:3 . 52
7 :1. :I. . E3 0 5 . 9 A 211 . 93 0 . 0 0
7 :1. 1 . 9 0 5.95 2.11 . '7E3 0 . 0 0 23.53
7 :1. 2..00 3.96 al . 62 0.00 23 . 511
7 1 2 . 1 0 5.97 211 . 117 0.00 2 F1 . 55
7 1 2 2 0 3.90 2.11 . :3'4'2 0.00 23 . 5 6
7 :I. 2 . 3 0 5.99 211 . :1. '7 0.00 23 . 5'7
7 :I. 2 . 41 0 6.00 2 zi . oz.). o . o o 213 . 58
7 :1. 7:2 . 5 0 6.02 2 :-3 . E37 0.00 23 . 59
5 a g :11: 1 Re': 0.0 h 41: : F.i e g M :i. D .1) . 0 13 0 D N 1:1:0D 171 (..) w 1

*** MODEL SUMMARY DATA ***
'Discharger : NEWTON Siubbas:i.ri . 030835
Receiving Stream CLARI< CREEK Stream Class: C
*.Summer 7G1:L0 i..7 Winter J't :I.Q .
Design Temperature: 211.
:LENGTH: SLOPE: VELOCITY I DEPTHI K1 1 K1 : K2 I K2 I KN I KN I KNR I KNR 1
1 aile : ft/ail fps : ft :design: @20° :design: @20° :design: @20° :design: @2O° 1
Segaent 1 I 0.70: 16.701 0.208 10.74 : 0.53 : 0.44 : 6.83 : 6.27: 0.00 : 0.00 1 0.00 1 0.00 :
Reach 1 I
Segaent 1 I 0.701 16.701 0.215 10.76 : 0.53 1 0.44 : 7.05 I 6.46: 0.00 : 0.00 1 0.00 1 0.00 I
Reach 2 1
Segaent 2 1 0.50: 36.401 0.117 : 0.35 10.62 10.51 1 8.33 I 7.641 0.00 1 0.00 1 0.00 1 0.00 I
Reach 1 1
Segaent 2 I 0.301 25.001 0.154 : 0.54 10.56 : 0.46 : 7.54 : 6.911 0.00 1 0.00 1 0.00 : 0.00 1
Reach 2 1
5egoent 3 1 0.90: 25.00: 0.156 10.43 1 0.60 1 0.50 : 7.66 1 7.021 0.00 : 0.00 1 0.00 1 0.00 I
Reach 1 1
5egoent 4 : 0.201 25.001 0.226 1 0.66 10.58 10.48 111.07 : 10.151 0.00 1 0.00 10.00 10.00 1
Reach 1 1
Segaent 4 I 0.80: 25.001 0.232 1 0.68 10.58 : 0.48 111.38 110.43: 0.00 1 0.00 : 0.00 : 0.00 1
Reach 2 I
Segaent 5 1 4.201 7.101 0.207 1 1.10 10.46 1 0.38 1 2.88 : 2.641 0.00 10.00 1 0.00 1 0.00 1
Reach 1 1
5egoent 5 1 0.901 7.101 0.213 1 1.21 1 0.46 : 0.38 1 2.97 : 2.721 0.00 : 0.00 10.00 1 0.00 1
Reach 2 I
5egoent 5 1 2.701 7.101 0.427 1 1.40 1 0.49 1 0.41 : 4.30 1 3.941 0.00 : 0.00 1 0.00 : 0.00 1
Reach 3 1
5egoent 5 : 0.501 7.101 0.419 1 1.46 1 0.48 10.40 I1 3.861 0.00 10.00 1 0.00 1 0.00 1
Reach 4 I
Segaent 5 1 1.501 7.101 0.417 1 1.51 10.48 10.40 1 4.20 1 3.851 0.00 : 0.00 1 0.00 1 0.00 1
Reach 5 1
5egoent 6 1 1.40: 34.00: 0.457 1 0.53 10.91 1 0.76 :30.50 127.961 0.00 10.00 10.00 10.00 :
Reach 1 1

5egaent‘ 6 1 0.201 7.101 0.300 11.30 1 0.47 1 0.39 1 4.18 1 3.831 0.00 1 0.00 1 0.00 1 0.00 1
, Reach 2 1 1 1
5egeent 7 1 2.501 7.101 0.499 1 1.77 1 0.48 1 0.40 1 5.02 1 4.611 0.00 1 0.00 1 0.00 1 0.00 1
Reach 1 1
Segment
Was tG
1 Flow
1 cfs
1 Peach :1.
1 0.011
Headwaters! :1.. 70 0
Tributary 1 0.000
* P t.t n to •r •r 1 0.000
Segment :i. Peach 2
Waste
Tributary 1
* Pt.tnto•r•r 1
c80I:) 1 NBO1:) D.O.
mg/1 1 mg/1 mc:I/:I.
1:1. 35.000
1 5.000
1 0.000
1 0.000
i 0.000 1 5.000
1 0.000 1 7.650
1 0.000 1 0.000
1 0.000 1 0.000
O .:155 1:135.000 1
O .000 1 0.000 1
O .000 1 0.000 1
Segment 2 Peach :I.
Waste
1 0.010 1135.000 1
Headwaters!
Tr':i.I:at.tti:i.r'y 1
* Runoff 1
O .:I.50 1 5.000 1
O .000 1 0.000 1
0.240 1 5.000 1
Segment 2 Peach 2
Waste
Tributary 1
* Runoff 1
0.008 1135.000 1
O .350 1 5.000 1
O .240 1 5.000 1
Segment 3 Peach 1
Waste
Headwaters:
Tributary 1
* I;t.tnto•r4! 1
O .155
O .160
0.000
O .240
Segment A Peach 1
Waste
I•'I a ia. cl w i. t e rsii i
Tributary 1
* Runoff 1
1:I.35.000 1
1 5.000 1
1 0.000 1
1 5.000 1
O .008 1
0.000 1
O .r2:18 1
O .240 1
Segment I Peach 2
Waste
Tributary 1
* Runoff 1
85.000 1
O .000 1
0.000 1
5.000 1
O .000 1 0.000 1
O .008 1 25.000 1
O . 21 0 1 5.000 1
Segment 5 Peach :1.
Waste 1 0.000 1
Headwaters! 0.000 1
Tributary 1 0.000 1
* I:1 n to •r •r 1 0.090 1
O .000 1
O .000 1
O .000 1
O .000
O .000
O .000
O .000 1 0.000
O .000 1 7.650
O .000 1 0.000
O .000 1 7.650
O .000 1
O .000 1
O .000 1
6.000
7.650
7.650
O .000 1 5.000
O .000 1 7.650
O .000 1 0.000
O .000 1 7.650
O .000 1 6.000
O .000 1 0.000
0.000 1 0.000
0.000 1 7.650
O .000 1
O .000 1
O .000 1
O .000
5.160
7.650
0.000 1 0.000 1 0.000
O .000 1 0.000 1 0.000
O .000 1 0.000 1 0.000
5.000 1 0. 000 1 7.650

Segment 5 Reach 2
Waste | 0.000 | 0.000 | 0.000 | 0.000
Tributary | 0.700 | 5,000 | 0.000 | 7.650
* Runoff | 0.090 | 5,000 1 0,000 | 7.650
Segment 5 Reach 3
WWaste 7.750 | W00O | 0.000 | 6.000
Tributary | 0.000 | 0.000 | 0.000 | 0.000
* Runoff | 0,090 | 5,000 | 0,000 | 7.650
SeQmens 5 Reach 4
Waste | 0.000 | 0.000 | 0.000 | 0.000
Tributary | 0.600 | 5.000 | 0.000 | 7.650
* Runoff | 0.090 | 5.000 | 0.000 | 7.650
Segment 5 Reach 5
Waste , 0.000 | 0.000 | 0.000 | 0.000
Tributary | 0.800 | 5.000 | 0.000 | 7.650
* Runoff 1 0.090 | 5.000 | 0.000 | 7.650
Segment 6 Reach 1
Waste 1.550 | 60.000 | 0.000 | 5.000
Headwaters! 0.200 | 5.000 | 0.000 | 7.650
Tributary | 0.000 | 0.000 | 0.000 | 0.000
* Runoff | 0.250 | 5.000 | 0.000 | 7.650
Segment 6 Reach 2
Waste | 0.000 | 0.000 | 0.000 | 0.000
Tributary | 5.45O | 5.000 | 0.000 | 7.650
* Runoff | 0.000 | 0.000 | 0.000 | 0.000
Segment 7 Reach 1
Waste 1.550 1135.000 | 0.000 | 0.000
Headwaters! 0.000 | 0.000 | 0.000 | 0.000
Tributary | 0.000 | 0.000 | 0.000 | 0.000
* Runoff | 0.090 | 5.000 | 0,000 | 7.650
* Runoff flow is in cfs/mile

"" •"*" M 0 D PE:SULTS•
)I c• I.rir : NEWTON
Pe e v nq Stream : CPEEI<
The E n cl ID. 0 . s 6.02 m g / .
The End C BO D s 23 . ET*/ m g / 1.
'The End N 130 ID s 0 . 0 0 iji .
WI...A WI...A 141...A
DO M i n C.:130D NE:OD DO W a. s t fa: I"' :1. n w
( m g / 3. ) M i. :Lep t3 :I. n t Pe ile h :II: ( m g / 3. ) ( mg/ 1. ) ( m g / :1. ) ( m g d
...•..••...•...• 00 • • • 00 • .... ....
Segment 1 7.23 0 . 60 2
1:: e ile 11 :I. 135 0 . 00 5 . 00 0 . 0 0 6E3 o
pe ;lc: h 2 :1.35 0 . 00 0 . 00 0 . :1. 0 0 0 0
S GI. q men t 2 7 . *I 8 0 . 00 :1.
IQ flu:: 11 :I. :I. 3 5 0 . 00 0 . 00 0 . 0 0 6 3 0
2 :1. 35 0 . 0() 6.00 0 . 0 05 0 0
Seg me n t 3 5 . :I. 11 • 0 . 110 1
1::1 ▪ EL C.' h 1 1. 3 5 0 . 00 5 . 00 0 . :I. 0 0 0 0
Segment Al 5 . E3 1 0 . 00 1
P c I -I :I. (35 0 . 00 6. 00 0 . 00500
Pe a C: h *5
r... 0 0 . 00 . 0 . 0() 0 . 0 0 0 0 0
S e Gj me n t 5 5 . :1. E3 '7 . 80 3
174 a.c 11 :I. 0 0. 00 0. 00 0 . 00 0 0 0
P a. c 11 2 0 0 . 00 0 . 00 0 . 00000
3 55 0 . 00 6. 00 5 . 0 0 0 0 0
R▪ ah A 0 0 . 00 0 . 00 0 . 0 0 0 0 0
P e a. c 11 5 0 0 . 00 0 . 00 0 . 0 0 0 0 0
S e g me n t 6 5 . SO 0 . 00 :1.
P el iiI.0 h 1. 6 0 0 . 00 5 . 00 :1• . 00000
Pe ilLCI h 211 0 0 . 00 0 . 0 0 0 . 00000
Segment '7 5 . 81 0 . 00
eRach :1. :1.35 0 . 00 0 . 00 :1. . 0 0 0 0 0

e_
Seq 8 Peach 8 : Seg M:i. I D.O. C1300 NBOD Flow I
1 :1. 0.00 7.63 5.80 0.00 1..71.
:1. 1. 0.10 7.71 5.71 0.00 :1..71.
1 :I 0.20 7.77 5.62 0.00 1..71
1. 1 0.30 7.83 5.54 0.00 1.71
1 :1. 0.10 7.87 5.45 0.00 :1.71.
1. 1. 0.5() 7.91 5.37 0.00 1.71.
1 :1. 0 . 60 7.94 5.29 0.00 1..71
1. -:,
(... 0.60 7.28 :16.07 0.00 1.87
:1. 2 0.70 7.29 15.83 0.00 1.87
1. 2 0.80 7.30 15.59 0.00 1.87
1 2 0.90 7.30 1.5.3 e., 0.00 1. . 87
1 2 1.00 7.81 15.13 0.00 1.87
1 2 1.10 7.33 1/.91 0.00 1.87
1 ,1
(... 1.20 7.34 11.69 0.00 1.87
2 1 0.00 7.1.8 12.95 0.00 0.16
2 1. 0.10 7.38 11.53 0.00 0.18
2 1 0.20 7.52 10.43 0.00 0.21
2 1. 0.80 7.62 9.56 0.00 0.23
2 1. 0.40 7.70 8.84 0.00 0.26
2
1. 0.5() 7.76 8.724 0.00 0.28
2 2 0.50 7.68 8.00 0.00 0.64
2 2 0.60 7.71 7.72 0.00 0.66
2 2 0.70 7.79 7.46 0.00 0.69
3 1. 0.00 6.85 68.97 0.00 0.32
3 1 0.10 5.69 62.95 0.00 0.34
3 1 0.20 5.34 57.76 0.00 0.36
3 1 0.30 5.18 53.23 0.00 0.39
3 1 0.10 5.14 49.25 0.00 0.11
3 1 0.50 5.18 45.73 0.00 0.11
3 1. 0.60 5.27 12.60 0.00 0.46
3 1 0.70 5.39 39.79 0.00 0.48
3 1. 0.80 5.51 37.26 0.00 0.51
3 1. 0.90 5.65 34.98 0.00 0.53
4 1 0.00 5.81 16.88 0.00 1.11
11 1 0.10 6.31 16.42 0.00 1.47
4 1 0.20 6.67 15.99 0.00 1.49
4 2 0.20 6.66 16.03 0.00 1.50
A 2 0.30 6.94 15.62 0.00 :1..52
A 2 0.40 7. :1.5 1.5.22 0.00 :1..55
4 2 0.50 7.31 11.83 0.00 1.57
A 2 0.60 7.43 :1.4.46 0.00 1.59
4 2 0.70 7.52 14.10 0.00 1.62
4 r... ,..)
0 . 00 7.59 13.76 0.00 1.64
A 2
0.90 7.65 13.42 0.00 1.67
4 2 1.00 7.69 13.10 0.00 1.69
5 1. 0.00 7.51 13.93 0.00 3.56
5 1 0.10 7.11 13.72 0.00 3.56
5 1. 0.20 7.32 13.51 0.00 3.57
5 1 0.30 7.24 13.31 0.00 3.58
5 1. 0.10 7.17 13.11 0.00 3.59
5 1 0.50 7.11 :12.91 0.00 3.60
5 1 0.60 7.06 1.2.71 0.00 3.61
5 1 0.70 7.01 12.52 0.00 3.62
5 1 0.80 6.97 12.33 0.00 3.63
5 1. 0.90 6.94 12.15 0.00 3.64
5 1. 1.00 6.91 11.97 0.00 3.65
5 1 1..:I.0 6.88 11.79 0.00 3.65
5 1 1.20 6.86 11.61 0.00 3.66
5 1 1.30 6.85 11.14 0.00 3.67
5 1 1.10 6.81 11.26 0.00 3.68
5 1 1.50 6.83 11.10 0.00 3.69
5 1 1.60 6.82 10.93 0.00 3.70

5 1 170 6. @2 10O.00 1.3.71
5 1 1.80 6.82 1O.61 0. 00 3,72
^ � J. 1.90 6.82 10.45 0.00 3.78
5 1 2.0O 6.82 1030 0.00 3.74
5 1 2'10
6.83 10 1.4 O.00 3.7�
5 J. 2.3� 6.83 9 99 0.00 3 .75
5 1 2.3O 6.8� 985 0�00 3�76
5 J. 2.40 6 .85 9.70 0.0O 3.77
5 1 2.50 6.86 9.56 0.00 3.78
5 1 2.60 6.8T 9.A2 0.00 3.79
5 � 2.70 6.88 9.28 0.00 3.SO
5 J. 2.8O 6.90 9.14 0.00 8.81
5 1 2.90 ea .91 01 0.00 3.82
� 1 3.00 6.92 8.88 0.00 3.83
5 1 3.1O 6.94 8.75 0.00 �.83
5 1 3.2O 6.95 8.62 0.00 8z
5 A. 3. 1*10 6.97 8.49 0.00 8�
5 J. 3.40 6.99 8.37 0.00 3.86
5 1 50 7.00 8.(25 0.00 3.87
5 1 3.60 7.02 8.1113 0.00 3.88
5 1 �]�70 7.O4 8 O1 0.00 3.89
5 1 3.30 7.011) 7.90 0.00 3,90
5 � 3.90 7.07 0.00 3.91
5 J. 4.00 7.09 7 67 0.00 3.92
5 1 4. :1.0 :1.0 56 0.00 3.92
5 1 4.20 7.12 7.15 0.00 S.93
5 2 4.2V 7.20 7.08 0.00 4.63
5 2 4.30 7.22 6.98 0.00 4.64
5 42 -1.4O 7.24 6.89 0.00 4.65
5 2 4.5O 7.25 6.79 0.00 4.66
5 2 4.60 7.27 6.70 0.00 4.67
5 2 4.70 7.29 6.61 0.00 4.68
5 2 -el. SO 7.3O 6.52 0.00 Z).69
5 2 4.90 T.32 6.q3 0.00 4.70
5 2 11 00 7.3el 6.85 0.00 4.71
5 2 5.10 7. '35 6.26 0.00 'l.71
5 3 5.10 6.51 38.^1.) 0.00 12. A6
5 3 5.7-2O 38.14 0.00 3.2.47
� 3 15 3O 6 24 37�8� 0�O0
� �
5 3 5.40 6.172 37.56 0.00 �P.49 u
5 8 �. 15 0 6.O1 37.28 0.00 12.5O
5 H) 5.60 5.91 86.99 0.00 12.51
5 5.7O 5.81 3(5 .71 0,00 52
5 13 5.80 5.73 36.43 0.00 12.53
5 3 5.90 �. 615 36.16 0.00 T2.5A
5 3 6.00 5.58 35.88 0.00 12.55
5 3 6.10 5. 51 35.61 0.00 155
5 3 6.20 5. Z15 35.34 0.00 12.56
� 3 6.30 5.39 35.07 0.00 :1.2.57
5 Z3 6.4O �.34 34.81 0.00 12.58
5 3 6.50 5.30 34.54 0.00 12. 5 9
5 3 �'6O 5.26 34.28 0.00 12.60
15 3 6.70 22 34.02 0.00 12.61
5 8 6.80 5,19 33.76 0.00 12.62
5 3 6.90 5.16 93.51 0.00 12.63
� 3 7.00 5.13 33.Z-26 0.00 12.64
5 3 7.10 5.11 33.0O O. 00 �2.64
5 S 7.20 5.09 @F2.75 0.00 12.65
!-5 3 7.30 5.O8 32.51. 0.00 :1.2.6 6
15 3 7.40 5.06 32.26 0.00 17.2.67
7.50 5. 05 32.OR. 0.00 I.2.68
5 3 7.60 31.77 0.00 :1.2.69
5 3 T TO 5.O4 31.53 0.00 1�.70
5 3 7.8O 5.O8 S1.29 0.00 12.71
5 /1 7.[30 5.15 3O.11 0.00 1@. ;3 1.
5 4 7.90 5.15 4*29.88 0.00 13.132

3 .e.i E3 . 0 0 5 . 1. 41 ;729 . 6:'.5 0.00
5 4 8 . 1. 0 5 . 111 29.43 0.00 1 3 . 33
$ 5 11 8 . 2 0 5 . 111 29 . 2 0 0.00 13 . 311
5 11 8 . 30 5 . :1. 5 2E3 . 9E3 0.00 13 . 35
: 5 5 8 . 3 0 5.29 27 . 62 0.00 J. 11 . :1. 5
5 5 8.40 5.29 27 . 42. 0.00 111 . :1. 6
5 5 8.50 5 . '30 27 . 2 1 0.00 1. 11 . :1. '7
' 5 5 3.60E5.30 2'7 . 0 0 0.00 14 . 1 8
5 5 8 . '7 0 5 . 3 1 2 6 . E3 0 0.00 1 A . :1. 9
5 5 8 . E3 0 5 . 3 r....). 2 6 . ea o 0 . 00 ..1. 4 . 2. o
5 5 8. 9 0 5.33 2 6 . 39 0.00 1. 4 . 2 1
5 5 9.00 5.34 2 6 . :1. 9 0 . 0 0 1. 4 . 22
5 5 9 . 1 0 5.35 2 6 . 0 0 0 . 0 0 1 4 . 22
5 5 9.20 5.36 25 . 8 0 0.00 1 11 . 7.?.E.1
5 5 9 . 3 0 5.37 25 . 6 1 0.00 1 A . 2 4
5 5 9 . 110 5 . 39 25 . 111 0 . 00 1. 11 . 25
5 5 9 . 5 0 5 . 110 25 . 22. 0 . 00 111 . 2 6
5 5 9 . 6 o 5 . 11 1 'f....). 5 . 0 3 0.00 111 . P. 7
5 5 9 . '7 0 5 . 43 .?.11 . 811 0 . 00 I. 11 . 28
5 5 9.80 5 . 44 24 . 65 0.00 111 . 29
6 I. 0 . 0 0 5 . 3 0 5 3 • 7 1 0.00 :1. . '75
ea :1. o . 1. 0 5.87 52 . 3E3 0.00 :1. . '7'7
6 :1. 0.20 6.25 5 1 . 1 0 0.00 1. . 8 0
e.) ..i. 0.30 ea . 5 1. 49 . 85 0.00 1.82
6 1. 0 . 110 6 . '7 0 118 . eas 0 . 00 1. . 85
6 1. 0 . 5 0 6.83 117 . 118 0 . 0 0 :1. . 87
6 :1. 0.60 6.93 116 . 35 0.00 :I.. 9 0
6 1 0 . '7 0 7. 00 zl 5 . 2 6 0 . 00 1. . 92
ea 1. o . 8 0 7 . 0 '7 1111 2 0 0.00 1. . 95
ea 1. 0.90 '7 . 1 :I. 4317 0.00 1. . 97
6 ..i. ..1. . o o 7.16 112 . 1 8 0.00 2.00
6 :1. 1 . 1 0 7.20 1.11 . 21 0.00 2.02
6 :1. I. . 2 0 7.23 110 . 27 0.00 2.05
ea 1. :1. . 3 0 7.26 39 . 3 ea 0.00 2.07
6 ra
4.. ..1. . 3 0 7.54 1 4 . 48 0.00 7.52
6 7.2 :I. . A 0 '7 . 49 1. 11 . 3 z1 0 . 00 '7 . 52
6 2 1. . 5 0 7 . Ill 1 Al . 2 0 0 . 0 0 '7 . W.?.
7 1. 0.00 5.73 28 . 61. 0.00 23 . 3 6
7 :1. 0 . :1. 0 5 . '73 Z.1.8 . 1I3 0 . 00 2.3 . 37
7 1. 0.20 5.73 2E3 . 25 0.00 23 . 38
'7 :1. 0 . 3 0 5 . 711 28 . 0 8 0.00 23 . 39
7 1. 0.40 5 . 7 41 2 7 . 9 0 0 . 0 0 23 . 110
7 1 0 . 5() 5 . '75 27 . '73 0 . 0 0 23 . 11:1.
7 1 0.60 3.75 27 . 5 6 0 . 0 0 23 . 11Z.).
7 :I 0 . '7 0 5.76 2.7 . 38 0.00 23 . 113
'7 1 0 . 8 0 5 . '77 027 . 21 0 . 00 23 . 43
7 I. 0 . 9 0 5.77 27 . 011 0.00 23 . 44
7 1. :1. . 0 0 5.78 2.e., . E3E.) 0.00 2a . 115
7 1 :1. . :1. 0 5.79 2 6 . 71 0 . 0 0 2.3 . 116
7 :1. 1.20 5.80 2 6 . 511 0.00 23 . 117
7 :1. 1 . 3 0 5 . E3 1 ;.?. 6 . '3 E 3 0.00 23 . 48
7 1 1. . .110 5.82 2 ea . 21 0.00 23 . 49
7 :I. :I. . 5 0 3.83 26 . 05 0.00 23 . 5 0
7 :I. :I. . ea o 5 . E311 25 . 89 0 . 00 23 . 5 :1.
7 :1. 1. . '7 0 5.85 2 5 . 7 3 0.00 23 . 52
7 1. :I. . 8 0 5.86 25 . 57 0.00 2 3 . 5 2
7 :I. 1. . 9 0 5 . 8E3 2.5 . 41 0 . 00 23 . 53
7 :I. 2. 00 5 . E3 9 25 . 25 0 . 00 23 . 511
'7 :I. 2 . :I. 0 5.90 2.5 . :1. 0 0.00 r.?. 3 . 5 5
7 :1. 2. . 2 0 5 . 9 :1. 2 11 . 9 4 0 . 00 23 . 5 6
7 I. 2 . 30 5.92 2.11 . '7E3 0.00 23 . 57
7 :I 2 4 0 5 . 911 24 . 63 0.00 23 . 5E3
7 :1. ;...?. . 5 0 5.95 211 . 4E3 0.00 2.3 . 59
S e g :11, 1 17-1 a. ao 11 :11: 1 ¶cj Ili ID . 0 . 0130 ID NBO ID 1". :I. 0 w I

I Reg #k I Reach $ I 8c t3 MI I D.O. 1 CBOD 1 NBI]D 1 Flow I
1 1 0.00 7.63 5.80 0.00 1.71
1 1 0.10 7„75 5.76 0„00 1..71.
1 1 0.20 7.85 5.72 0.00 1.71
1 1 0.30 7.93 5.67 0.00 1.71
1 1 0.40 8.00 5.63 0.00 1.71
1 1 0.50 8.05 5.59 0.00 1.71
1. i. 0.60 8.09 5.5`; 0„00 1.71.
1 2 0.60 7.42 16.31 0.00 1.87
1. 2 0.70 7.51 16.19 0.00 1.87
1 2 0.80 7.58 16.07 0.00 1.87
1 2 0.90 7.64 15.95 0.00 1.87
1 2 1.00 7.69 15.83 0.00 1.87
1 2 1.10 7.73 15.72 0„ 00 1.87
1 2 1.20 7.77 15.60 0.00 1.87
2 1 0.0 7.18 12.95 0.00 0.16
2 1 0.10 7.38 11.53 0.00 0.18
2 1 0.20 7.52 10.43 0.00 0.21
2 1 0.30 7.62 9.56 0.00 0.23
2 1 0.40 7.70 8.84 0.00 0.26
2 1 0.50 7.76 8.24 0.00 0.28
2 2 0.50 7.68 8.00 0.00 0.64
2 2 0.60 7.74 7.72 0.00 0.66
2 2 0.70 7.79 7.46 0.00 0.69
3 1 0.00 6.35 68.97 0.00 0.32
3 1 0.10 5.69 62.95 0c:a0 0.34
3 1 0.20 5.34 57.76 c0 . 00 0.36
3 1 0.30 5.18 53.23 0.00 0.39
3 1 0.40 5.14 49.25 0.00 0.41
3 1 0.50 5.18 45.'73 0.00 0.44
3 1 0.60 5.27 42.60 0.00 0.46
3 1 0.70 5.39 39.79 0.00 0.48
3 1 0.80 5.51 3'7.2 6 c:r , (:r (:a 0.51
3 1 0.90 5.65 34.98 �:r.0ia 0. 53
4 1 0.00 5.81 16.88 0.00 1.44
4 1 0.10 6.31 16.42 0.00 1.47
4 1 0.206.67 15.99 0.00 1.49
4 2 0.20 6.66 16.03 0.00 1 .50
4 2 0.30 6.94 15.62 0.00 1.52
4 2 0.40 7.15 15.22 0.00 1.55
4 2 0.50 7.31 14.83 0.00 1.57
4 2 0.60 7.43 1.4.46 0.00 1.59
4 2 0.70 7.52 14.10 0.00 1.62
4 2 0.807.59 13.76 0.00 1.64
4 2 0.90 7.65 13.42 0.00 1.67
4 2 1.00 7.69 13.10 0.00 1.69
5 1 0.00 7.73 14.41 0.00 3.56
5 1 0.10 7.72 14.31. 0.00 3.56
5 1 0.20 7.71 14.21 0.00 3.57
5 1 0.30 7.71 14.12 0.00 3.58
5 1 0.40 7.70 14.02 0. ()0 3.59
5 1 0.50 7.69 13.92 0.00 3.60
5 1 0.60 7.69 13.83 0.00 3.61
5 1 0.70 7.68 13.73 0.00 3.62
5 1 0.80 7.68 13.64 0.00 3.63
rri 1 0.90 7.68 13.54 0.00 3.64
5 1 1.00 ► 7.68 13.45 0.00 3.65
5 1 1.10 7.68 13.36 0.00 3.65
5 1 1.20 7.68 13.27 0.00 3.66
5 1 1.30 7.68 13.18 0.00 3.67
5 1 1 .40 7.63 13.09 �:a , i ri:r 3.68
c { i 1-7-::"1
•'7 L_ C1 10 ri r'i r i ri r \ '� 40

ntntntntntntntntntntntntntntntntnintntntntntntntnintninintntntntnintntnintntntntntntntntntntntntntnintntntntntntntntntntntn.tntntntn;
1 1.60 7.68 12.91 0.00 3.70
1 1.70 7.68 12.82 0.00 3.71
! 1.80 7.68 12.74 0.00 3.72
1 1.90 7.68 12.65 0.00 3.73
1 2.00 7.69 12.57 0.04.E 3.74
1 2.10 7.69 12.48 0.00 3.74
1 2.20 7.69 12.40 0.00 3.75
1 2.30 7.70 12.31 0.00 3.76
1 2.40 7.70 12.23 0.00 3.77
1 2.50 7.70 12.15 0.00 3.78
1 2.60 7.71 12.07 0.00 3.79
1 2.70 7.71 11.99 0.00 3.80
1 2.80 7.71 11.91 0.00 3.81
1 2.90 7.72 11.83 0.00 3.82
1 3.00 7.72 11.75 0.00 3.83
1 3.10 7.72 11.67 0.00 3.83
1 3.20 7.73 11.60 0.00 3.84
1 3.30 7.73 11.52 0.00 3.85
1 3.40 7.74 11.44 0.00 3.86
1 3.50 7.74 11.37 0.00 3.87
1 3.60 7.75 11.29 0.00 3.88
1 3.74.E 7.75 11.22 0.00 3.89
1 3.80 7.75 11.14 0.00 3.90
1 3.90 7.76 11.07 0.00 3.91
1 4.00 7.76 11.00 0.00 3.92
1 4.10 7.77 10.93 0.00 3.92
1 4.20 7.77 10.86 0.00 3.93
2 4.20 7.75 9.97 0.00 4.63
2 4.30 7.77 9.91 0.00 4.64
2 4.40 7.78 9.85 0.00 4.65
2 4.50 7.79 9.79 0.00 4.66
2 4.60 7.80 9.74 0.00 4.67
2 4.70 7.81 9.68 0.00 4.68
2 4.80 7.82 9.62 0.00 4.69
2 4.90 7.83 9.56 0.00 4.70
2 5.00 7.84 9.51 0.00 4.71
2 5.10 7.85 9.45 0.00 4.71
3 5.10 6.70 37.77 0.00 12.46
3 5.20 6.66 37.59 0.00 12.47
3 5.30 6.62 37.42 0.00 12.48
3 5.40 6.59 37.24 0.00 12.49
3 5.50 6.55 37.07 0.00 12.50
3 5.60 6.53 36.90 0.00 12.51
3 5.70 6.50 36.72 0.00 12.52
3 5.80 6.48 36.55 0.00 12.53
3 5.90 6.45 36.38 0.00 12.54
3 6.00 6.43 36.21 0.00 12.55
3 6.10 6.41 36.04 0.00 12.55
3 6.20 6.40 35.87 0.00 12.56
3 6.30 6.38 35.71 0.00 12.57
3 6.40 6.37 35.54 0.00 12.58
3 6.50 6.36 35.37 0.00 12.59
3 6.60 6.35 35.21 0.00 12.60
3 6.70 6.34 35.04 0.00 12.61
3 6.80 6.33 34.88 0.00 12.62
3 6.90 6.32 34.72 0.00 12.63
3 7.00 6.32 34.56 0.00 12.64
3 7.10 6.31 34.39 0.00 12.64
3 7.20 6.31 34.23 0.00 12.65
3 7.30 6.31 34.07 0.00 12.66
3 7.40 6.30 33.92 0.00 12.67
3 7.50 6.30 33.76 0.00 12.68
3 7.60 6.30 33.60 0.00 12.69
3 7.70 6.30 33.44 0.00 12.70
3 7.80 6.30 33.29 0.00 12.71

4 7.90 6.37 31 .870.00 13.32
4 8.00 6.37 31.72 0.00 13.33
4 8.10 6.38 31.57 0.00 13.33
4 8.20 6.38 31.43 0.00 13.34
5 4 8.30 6.39 31.29 0.00 13.35
5 5 8.30 6.46 29.80 0.00 14.15
5 5 8.40 6.46 29.67 0.00 14.16
5 8.50 6.47 29.53 0.00 14.17
J
5 8.60 6.48 29.40 0.00 14.18
5 8.70 6.49 29.27 0.00 14.19
5 8.80 6.50 29.14 0.00 14.20
5 8.90 6.51 29.01 0.00 14.21
5 9.00 6.51 28.88 0.00 14.22
5 9.10 6.52 28.75 0.00 14.22
5 9.20 6.53 28.62 0.00 14.23
5 9.30 6.54 28.49 0.00 14.24
5 9.40 6.55 28.36 0.00 14.25
5 9.50 6.55 28.23 0.00 14.26
5 9.60 6.56 28.11 0.00 14.27
5 9.70 6.57 27.98 0.00 14.28
5 9.80 6.58 27.85 0.00 14.29
1 0.00 5.30 53.71 0.00 1.75
1 0.10 5.87 52.38 0.00 1.77
1 0.20 6.25 51.10 0.00 1.80
1 0.30 6.51 49.85 0.00 1.82
1 0.40 6.70 48.65 0.00 1.85
1 0.50 6.83 47.48 0.00 1.87
1 0.60 6.93 46.35 t7.00 1.90
1 0.70 7.00 45.26 0.00 1.92
1 0.80 7.07 44.20 0.00 1.95
1 0.90 7.11 43.17 0.00 1.97
1 1.00 7.16 42.18 0.00 2.00
1 1.10 7.20 41.21 0.00 2.02
1 1.20 7.23 40.27 0.00 2.05
1 1.30 7.26 39.36 0.00 2.07
2 1.30 -7. 54 14.48 0.00 7.52
2 1.40 7.49 14.34 0.00 7.52
2 1.50 7.44 14.20 0.00 7.52
1 0.00 6.42 30.57 0.00 23.36
1 0.10 6.44 30.44 0.00 23.37
1 0.20 6.45 30.32 0.00 23.38
1 0.30 6.47 30.20 0. ac_i 23.39
1 0.40 6.48 30.08 0.00 23.40
1 0.50 6.50 29.96 0.00 23.41
1 0.60 6.51 29.84 0.00 23.42
1 0.70 6.52 29.72 0.00 23.43
1 0.80 6.54 29.61 0.00 23.43
1 0.90 6.55 29.49 0.00 23.44
1 1.00 6.56 29.37 0.00 23.45
1 1.10 6.57 29.25 0.00 23.46
1 1.20 6.58 29.14 0.00 23.47
1 1.30 6.60 29.02 0.00 23.48
1 1.40 6.61 28.91 0.00 23.49
1 1.50 6.62 28.79 0.00 23.50
1 1.60 6.63 28.68 0.00 23.51
1 1.70 6.64 28.56 0.00 23.52
1 1.80 6.65 28.45 0.00
23.52
1 1.90 6.66 28.34 �7 . C�c�� 23.53
1 2.00 6.67 28.22 0.00 23.54
1 2.10 6.68 28.11 0.00 23.55
1 2.20 6.69 28.00 0.00 23.56
1 2.30 6.70 27.89 0.00 23.57
1 2.40 6.71 27.78 0.00 23.58
1 2.50 6.71 27.67 0.00 23.59
Seg # I Reach # 1 Seg Mi 1 D.O. CBOD 1 NBOD 1 Flow

*** MODEL SUMMARY DATA ***
,.
.Discharger : NEWTON Subbasin : 030835
Receiving Stream : CLARK CREEK Stream Class: C
Summer 7010 : 1.7 Winter 7010 :
Design Temperature: 24.
:LENGTH! SLOPE! VELOCITY I DEPTH! Kl I K1 1 K2 I K2 1 KN I KN 1 KNR 1 KNR I
1 mile 1 ft/mil fps 1 ft Idesignl 820' :design! 820° !design: 220° !design: 820° I
Segment 1 1 0.701 16.701 1.000 10.34 1 1.20 1 1.00 132.79 130.061 0.00 10.00 1 0.00 1 0.00 1
Reach 1 1
Segment 1 1 0.701 16.701 1.000 1 0.35 1 1.20 1 1.00 132.79 1 30.061 0.00 1 0.00 1 0.00 1 0.00 1
Reach 2 1 1 1 1 1 1 1 1 1 1 1
Segment 2 1 0.501 36.401 0.117 1 0.35 1 0.62 1 0.51 1 8.33 1 7.641 0.00 1 0.00 10.00 1 0.00 1
Reach 1 1 1 1
Segment 2 1 0.301 25.001 0.154 1 0.54 1 0.56 1 0.46 1 7.54 1 6.911 0.00 1 0.00 1 0.00 1 0.00 1
Reach 2 1
Segment 3 1 0.901 25.001 0.156 1 0.43 1 0.60 10.50.1 7.66 1 7.021 0.00 1 0.00 1 0.00 10.00 1
Reach 1 1 I 1 1
Segment 4 1 0.201 25.001 0.226 1 0.66 1 0.58 10.48 111.07 1 10.151 0.00 1 0.00 1 0.00 1 0.00 1
Reach 1 1
Segment 4 1 0.801 25.001 0.232 1 0.68 1 0.58 1 0.48 111.38 1 10.431 0.00 1 0.00 1 0.00 1 0.00
Reach 2 1 1 1 I 1 I1 1 1 1 1 1 1
Segment 5 1 4.201 7.101 1.000 1 0.50 1 0.87 1 0.72 113.94 1 12.781 0.00 10.00 1 0.00 10.00 1
Reach 1 1
Segment 5 I 0.901 7.101 1.000 1 0.56 1 0.82 1 0.68 113.94 1 12.781 0.00 10.00 1 0.00 1 0.00 I
Reach 2 1 1 1 I
Segment 5 1 2.70: 7.101 1.000 10.92 1 0.67 : 0.55 110.07 1 9.231 0.00 1 0.00 1 0.00 1 0.00 I
Reach 3 1 1 1 1 I I 1 1 I 1 I 1 I
Segment 5 1 0.501 7.101 1.000 10.94 1 0.66 10.55 :10.07 I 9.231 0.00 1 0.00 1 0.00 10.00 1
Reach 4 1 I I : I 1
Segment 5 1 1.501 7.101 1.000 10.97 1 0.65 1 0.54 :10.07 1 9.231 0.00 1 0.00 1 0.00 1 0.00 1
Reach 5 I I 1 1 I I I
1+ L. 1
4 Ln1 nL AAI A Le•1 1 A en 1 A ni 1 A nt Inn CA 1 nn rut A AA 1 A AA 1 n AA I A AA 1

Reach 1 1
1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1
Segment 6 1 0.201 7.10 0.300 1 1.30 1 0.47 1 0.39 1 4.18 1 3.831 0.00 1 0.00 1 0.00 1 0.00 1
Reach 2 1 1 1 1 1 1 1 1
Segment 7 1 2.501 7.10 1.000 1 1.25 1 0.60 1 0.50 110.07 1 9.231 0.00 1 0.00 1 0.00 1 0.00 1
Reach 1 1 1 1 1 1 1
1 Flow 1 CBOD
1 cfs 1 mg/1
Segment 1 Reach 1
Waste 1 0.011 1135.000
Headwaters 1 1.700 1 5.000
Tributary 1 0.000 1 0.000
* Runoff 1 0.000 1 0.000
NBOD 1 D.Q.
mg/1 1 mg/1
0.000 1 5.000
0.000 1 7.650
0.000 1 0.000
0.000 1 0.000
Segment 1 Reach 2
Waste 1 0.155 1 135.000 1 0.000 1 0.000
Tributary 1 0.000 1 0.000 1 0.000 1 0.000
* Runoff 1 0.000 1 0.000 1 0.000 1 0.000
Segment 2 Reach 1
Waste 1 0.010 1 135.00 0 1 0.000 1 0.000
Headwaters: 0.150 1 5.000 1 0.000 1 7.650
Tributary 1 0.000 1 0.000 1 0.000 1 0.000
* Runoff 1 0.240 1 5.000 1 0.000 1 7.650
Segment 2 Reach 2
Waste 1 0.008 1135.000 1 0.000 1 6.000
Tributary 1 0.350 1 5.000 1 0.000 1 7.650
* Runoff 1 0.240 1 5.000 1 0.000 1 7.650
Segment 3 Reach 1
Waste 1 0.155 1135.000 1 0.000 1 5.000
Headwaters: 9.160 1 5.000 1 0.000 1 7.650
Tributary 1 0.000 1 0.000 1 0.000 1 0.000
* Runoff 1 0.240 1 5.000 1 0.000 1 7.650
Segment 4 Reach 1
Waste 1 0.008 1 85.000
Headwaters: 0.000 1 0.000
Tributary 1 0.218 1 0.000
* Runoff 1 0.240 1 5.000
1 0.000 1
i 0.000 i
1 0.000 1
1 0.000 1
6.000
0.000
0.000
7.650
Segment 4 Reach 2 1 II �y
Waste 1 0.000 1 0 ■ 000 1 0. 000 1 0 . 0D0
Tributary 1 0.008 1 25.000 1 0.000 1 5.160
* Runoff 1 0.240 1 5.000 1 0.000 1 7.650
Segment 5 Reach 1
Waste 1 0.000
Headwaters 1 0.000
0.000 1 0.000 1
0.000 1 0.000 1
r'1 t"t i • i� P'� r t I i • i t'� ♦ 1
0.000
0.000

* Runoff 1 _0.090 1
5.000 1 0.000 1 7.650
Segment 5 Reach 2
Waste 1 0.000 1
Tributary 1 0.700 1
* Runoff 1 0.090 1
Segment 5 Reach 3
Waste 1 7.750
Tributary 1 0.000
* Runoff 1 0.090
Segment 5 Reach 4
Waste 1 0.000 1
Tributary 1 0.600 1
* Runoff 1 0.090 1
Segment 5 Reach 5
Waste 1 0.000 1
Tributary 1 0.600 1
* Runoff 1 0.090 1
Segment 6 Reach 1
Waste 1 1.550
Headwaters: 0.200
Tributary 1 0.000
* Runoff 1 0.250
Segment 6 Reach 2
Waste 1 0.000
Tributary 1 5.450 1
* Runoff 1 0.000 1
Segment 7 Reach 1
Waste 1 1.550
Headwaters: 0.000
Tributary 1 0.000
* Runoff 1 0.090
0.000 1
5.000 1
5.000 1
55.000 1
0.000 1
5.000 1
0.000 ,
5.000 1
5.000 1
0.000 1
0.000 1
0.000 1
0.000 1
0.000 1
0.000 1
0.000 I
0.000 1
0.000 I
0.000 1 0.000 1
5.000 1 0.000 1
5.000 1 0.000 1
60.000 1
5.000 1
0.000 1
5.000 :
0.000 1
5.000 :
0.000 1
1135.000 1
1 0.000 1
1 0.000 1
1 5.000 1
* Runoff flow is in cfs/mile
0.000
7.650
7.65E
6.000
0.000
7.650
0.000
7.650
7.650
0.000
7.650
7.650
0.000 1 5.000
0.000 1 7.650
0.000 1 0.000
0.000 1 7.650
0.000 1
0.000 1
0.000 1
0.000
7.650
0.000
0.000 1 0.000
0.000 1 0.000
0.000 0 .000
0.000 1 7.650