NC0024252_Wasteload Allocation_19940321

NPDES DOCUMENT SCANNING COVER SHEET
NPDES Permit:
NC0024252
Conover — Northeast WWTP
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Additional Information Received
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
March 21, 1994
This document ins priznted on reuse paper - ig7nore any
contest on the i ' Terse side

MEMORANDUM
TO:
FROM:
SUBJECT:
DIVISION OF ENVIRONMENT MANAGEMENT
March 21, 1994
Ruth Swanek
Steve Bevington
Jacquelyn M. Nowell,j
Lyle Creek Management Strategy
,xoo z5-
This strategy was developed in 1988 when the Town of Conover -Northeast
(discharging into Lyle Creek) requested an expansion to 1.5 MGD. The Lyle Creek
watershed has several other municipalities discharging into the system, Pine Ridge
Subdivision, Bunker Hill H.S., Claremont North (Huffman Branch), Claremont South
(UT McLin Creek), Conover SE (McLin Creek), Witherspoon Crossroads (Hagans Fork),
and the Town of Catawba (Lyle Creek ). Level B model results for the Conover expansion
showed interaction between the dischargers and predicted a DO minimum of 5 mg/1
downstream,below the Town of Catawba near the mouth of Lyle Creek. The limits
developed in 7/88 for Conover NE to protect the DO standard were 8/2/5 and 16/4/5.
After consultation with supervisors (Trevor Clements and Dave Vogt), it was
decided to assign the same limits to proposed and expanding facilities in the Lyle Creek
watershed because of the potential for water quality problems in the backwaters of Lake
Norman (mouth of Lyle Creek). This strategy has been implemented since 1989 for any
expanding or proposed discharger in the basin. Facilities that have received 8/2/5 and
16/4/5 limits based on this strategy are Claremont -Southwest (permit rescinded due to lack
of construction), Rock Barn Properties (renewed 2/94) and proposedClaremont-McLin
Creek WWTP.
In May, 1991, Tech Support responded to Construction Grants that The Town of
Claremont - South WWTP upon expansion could receive 1) existing BODS loading
capacity or 2) limits equivalent to Conover NE WWTP (8/2/5 & 16/4/5).
Attached is the original model run for the Conover NE expansion, based on the DO
minimum of 5 mg/l in the last reach just before entering Lake Norman, Tech Support had
implemented the 8/2/5 limit strategy.
cc: WLA File

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCOO )Y:5;�
FACILITY NAME:.7z 2 ,1
Facility Status:
(circle ore)
Permit Status:
karts ens)
Major ✓
Pipe No:
E](nSTQr(3_� PROPosaED
RENEWAL ( lNICIDFICATICH UNPERbQITED NEW
Minor,
moo/
Design Capacity (MGD):
Domestic (% of Flow):
Industrial (% of Flow):
Comments:
/ �a
RECEIVING STREAM: / �/
Class:
Sub -Basin- 03
Reference USGS Quad: /� Nbv (please attach)
County:
Regional Office: As
(circle ewe)
Mo .) Ra Wa Wi WS
w/4- rl�I✓/i.) z///e7
Requested By: Date•
n �1
Prepared By: c�``�'''/ Date: 7//
Reviewed By:
Date:
Drainage Area (mi2 )
Modeler
Date Rec.
�c1
52�52
Avg. Streamflow (cfs)•
7Q10 (cfs) Winter 7Q10 (cfs) 30Q2 (cfs)
Toxicity Limits: IWC % (circle one) Acute / Chronic
Instream Monitoring:
'/
Parameters
Upstream
Downstream
Location 56
Location '7°
Effluent
Characteristics
Summer
Winter
BODE (mg/I)
/�
NHS N (mg/I)
`Z
D.O. (mg/I)
5
TSS (mg/I)
30
30
F. Col. (/ 100m1)
/ 600
/000
pH (SU)
_ y
6-7
)
/�ii cke ( /
0. / 6
C. /6
-7,1,),. e, ( /1)
o, 0 l 6
0, o /6
- 7 ,,..,,.J-- '
:
r
1
2 ,,,�
c..
)(/
_Comments:
Comments: , .`3
a- J fIr�-
U

. i
^.
�
`
�
^
Request No. :4452
, --------- ---------------- WASTELOAD ALLOCATION APPROVAL FORM
Permit Number
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
Wasteflow
5-Day BIDE"
Ammonia Nitrogen
Dissolved Oxygen
TSS
Fecal Cnliform
pH
Nickel
Cyanide
:
:C
: 030832
: CATAWBA
: MRO
: LULA HARRIS
: 2/1/88
: E14NW
: NC0024252
: CITY OF CONOVER-NORTHEAST
: 99% DOMESTIC / 1% INDUSTRIAL
: EXISTIN
LYLE
CREEK
.
^�� � x1,�� �-6b��
��
Drainage Area
Average Flow
Summer 7Q10
Winter 7Q10
30Q2
RECOMMENDED EFFLUENT LIMITS
SUMMER
1.5
�
2
5
30
1000
6-9
0.16
0.016
WINTER
1.5
16
4
5
30
�000
6-9
0.16
0.016
--------------------------------- MONITORING
(cfs} : 5.
RECEIVED
*I°SIOwmENVIRONMENTAL wANASEmaq
''X[ 6 1988
wmxo,mE
Upstream (Y/N): Y Location: 5O FT. UPSTREAM OF DISCHARGE
Downstream (Y/N): Y Location: AT T MOUTH OF LYLE CREEK /"�^w
-------------------------..... .... ------- COMMENTS .... ..... .... .... ..... .... -- ------------------------
RECOMMEND EFFLUENT MONITORING FOR COPPER, ZINC, AND MERCURY.
**TOXICITY REQUIREMENTS ATTACHED** RECOMMEND INSTREAM MONITORING FOR TEMPERA-
TURE, FECAL COLIFORM, DO, AND CONDUCTIVITY. MONITORING SHOULD BE WEEKLY IN THE
SUMMER AND MONTHLY IN THE WINTER.
WIA
Recommended by
Reviewed by:
Tec�. Support Supervisor __
Regional Supervisor
Permits & Engineering _.
RETURN TO
TECHNICAL SERVICES BY
Da+e.. ..... ....
_
~ �
Date �/�/0��� -r/� ... .... ...
AUG8� ��O�
,,ww ~° `~~~
Date

' A
Facility Name ai
11
4s7 Permit # AJC dig 2 Sz,2.3"?..,
CHRONIC TOXICITY TESTING REQUIREMENT (QRTRLY)
The effluent discharge shall at no time.exhibit chronic toxicity using test procedures outlined in:
. 1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised *February 1987) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is .3.Z % (defined -as treatment two'in the North Carolina procedure
document). The permit holder shall perform auarterjy monitoring using this procedure to establish
compliance with the permit condition. The first test will be performed after thirty days from
issuance of this permit during the months of ke trail Ser ) T _ . Effluent
sampling for this testing shall be performed at the NPDES permitted final effluent discharge below
all treatment processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the.rnonth in which it was performed, using the parameter
code TGP3B. Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention: Technical Services Branch
North Carolina Division of
Environmental Management
P.O. Box 27687
Raleigh, N.C. 27611
Test data shall be complete and accurate and include all supporting chemical/physical measurements
performed in association with the toxicity tests, as well as all dose/response data. Total residual
chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should any test data from this monitoring requirement or tests performed by the North Carolina
Division of Environmental Management indicate potential impacts to the receiving stream, this
permit may be re -opened and modified to include alternate monitoring requirements or limits.
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 require immediate retesting(within 30 days of initial monitoring event). Failure to submit
suitable test results will constitute a failure of permit condition.
7Q10 s cfs
Permited Flow /.5 MGD
IWC% 3/. 7 x 3z
Basin & Sub -basin CTB 32-
Receiving Stream LAC ageg
County C 19i)74
**Chronic Toxicity (Ceriodaphnia) P/F at
ended by:
Il
i:f to i ', W .
Z %, L4L.10.1 SEP DEC- , See Part 3 , Condition 2.

0 PRETREATMENT HEADWORKS REVIEW
Pollutant
Cadmium
Chromium
Copper
Nickel
Lead
Zinc
Cyanide
Mercury
Silver
Cadmium
Chromium
Copper
Nickel
Lead
Zinc
Cyanide
Mercury
Silver
'--
Discharger:
Receiving stream:
Stream Class:
USGS Zone:
7010:
Design flow:
Actual flow:
Percent industrial:
IWC:
conover -northeast
lyle creek
c
1
5.000 cfs
1.500 mgd
0.4213 mg
1.0 %
31.7 %
Allowable
Standard/AL Removal Load (a)
(mg/1) Eff. (lbs/day)
0.002
0.05
0.015
0.05
0.025
0.05
0.005
0.0002
0.01
Total
Influent
Load
(lbs/day)
0.01
0.07
0.12
0.17
0.03
0.30
0.13
0.01
0.03
S
S
AL
S
AL
S
S
AL
92%
76%
67%
32%
81%
78%
59%
86%
94%
0.76
6.35
1.39
2.24
4.01
6.93
0.37
0.04
5'08
Actual
Domestic
Load
(lbs/day)
0.010
0.070
0.110
0.160
0.030
0.290
0.130
0.010
0.030
USGS Predicted
Background Effluent
Reserve Conc Conc (b)
(lbs/day) (mg/1) (mg/1)
_________ _________ __ _____
0.75
6.28
1.27
2.07
3.98
6.63
0.24
0.03
5.05
0.013
0.004
0.005
0.012
0.0003
0.0002
0.0048
0.0113
0.0329
0.0016
0.0188
0.0152
0'0004
0.0005
06/28/88
Actual
Industrial
Load
(lbs/day)
0.000
0.00O
0.010
0.010
0.000
0.010
0.000
0.000
0.0O0
Allowable
Effluent
Conc (c)
(mg/1)
>nt
>
>�
>
0.0063
0.1296
0.0387
0'1575
0.0680
0.1317
0.0158
0.0000
0.0315

PRETREATMENT HEADWORKS REVIEW
Discharger: conover -northeast
Receiving stream: lyle creek
Stream Class: c
USGS Zone: 1
7010: 5.000 cfs
Design flow: 1.500 mgd
Actual flow: 0.4213 mgd
Percent industrial: 1.0 %
IWC: 31.7 %
06/28/88
Actual Actual
Allowable Domestic Industrial
Pollutant Standard/AL Removal Load (a) Load Load
Eff. (lbs/day) (lbs/day) (lbs/day)
______ _________ ------------
Cadmium 0.002 S 92% 0.76 0.010 0.000
Chromium 0.05 S 76% 6.35 0.070 0.000
Copper 0.015 AL 67% 1.39 0.110 0.010
Nickel 0.05 S 32% 2.24 0.160 0.010
Lead 0.025 S 81% 4.01 0.030 0.000
Zinc 0.05 AL 78% 6.93 0.290 0.010
Cyanide 0.005 S 59% 0.37 0.130 0.000
Mercury 0.0002 S 86% 0.04 0.010 0.000
Silver 0.01 AL 94% 5.08 0.030 0.000
Total USGS Predicted Allowable
Influent Background Effluent Effluent
Load Reserve Conc Conc (b) Conc (c)
(lbs/day) (lbs/day) (mg/1) (mg/1) (mg/1)
_________ _________ ________ --------
Cadmium 0.01 0.75 0.0002 0.0063
Chromium 0.07 6.28 0.013 0.0048 0'1296
Copper 0.12 1.27 0.004 0.0113 0.0387
Nickel 0.17 2.07 0.0329 0.1575
Lead 0.03 3.98 0.005 0.0016 0.0680
7inc 0.30 6.63 0.012 0.0188 A 0.1317
Cyanide 0.13 0.24 0.0152 > 0.0158
Mercury 0.01 0.03 0.0003 0.0004 > -0.0000
Silver 0.03 5,05 0.0005 0.031�

0
0
CO
Z1
15
Facility C.111-4:-.7"-L.s�_ G� Wasteflow (MGO) f"S/LI .D
_ r
Summer/Winter (circle one)
T
i
.. -. - • .4 - •-,... - 4 -
-� .4
•
.L�i
0
_._
1�t-I__{I I
3 y
NH3-.N (mg/'I
Potential effluent limit combinations:
80(1 NH3.N -
Comments: ,'V» , G =23
O Nfl / t
J . 4095= /5.3
J {i3 = 3. 7 7 ..,,,......�._

/Z41'4Aic ooaya. 9
Other ,
NPDFS PRETREATMENT iNFbRMATIC�[J RDQUEST F04 CA
N' °V 0
c v a Yab/
FACILITY NAME: ) , ! - ` NPDFS NO. NC00
REQUESTER: UE-STER: DATE: / / REGION:
' 252
PERMIT CONDITIONS COVERING PRFTRFAZTFNT
This facility has no SIUs and should not have pretreatment language.
This facility should and/or is developing a pretreatment program.
Please include the following conditions:
Program Development
Phase I due / / _
Phase II due --/--/--
Additional Conditions
(attached)
This facility is currently implementing a pretreatment program.
Please include the following conditions:
Program Implementation
Additional Conditions
(attached)
IGNIFICANT INDUSTRIAL USERS' (Sills) CONTRIBUTIONS
SIU FLOS4 - TOTAL:
- COMPOSITION:
TEXTILE:
METAL FINISHING:
OTHER:
MGD
MGD
MGD
MGD
MGD
FiDtaslORICS REVIEW
Reuol•i wof PpA-)1-4-41..
PARAMETER
�fp5s THaoub N DAILY TJ)AD Cd ALINS* LA�S/ Y
L041BI,E DcMESI'IC
P -- I -Eq P) c 49,E ' RtmoNAIL
�,�/ n g
Cr Cv
Cu 9 i/ I p �,�� 6 7
Ni O,/�
Pb �7 0� L 2 ;t.
Zn , 73 _ 0/
O,a°I ; comerCN
�8
Phenol
�7 /
0 3 0,0003
RECEIVED:
_/ / REVIE 4ED BY V?/// / 1,sk a4v REIURNED : / /
- - Z-

NPDES PRETREATMENT INFORMATION REQUEST FORM
o27NeAsr
FACILITY NAME: ,+ 0112 Cdro Vt r - NPDES NO. NCO0 a a $' -
REQUEST R: k �qr is DATE:
1 RFEION: Oere5vi'1/2
PERMIT CONDITIONS COVERING PRTTREATMFNT
This facility has no SIUs and should not have pretreatment language.
This facility should and/or is developing a pretreatment program.
Please include the following conditions:
Program Development
Phase I due / /
Phase II due / /
Additional Conditions
(attached)
This facility is currently implementing a pretreatment program.
Please include the following conditions:
pc Program Implementation
Additional Conditions
(attached)
SIGNIFICANT INDUSTRIAL USERS' (SIUs) CONTRIBUTIONS
SIU FLOW - TOTAL:
- COMPOSITION:
O.00'7 MGD
TEXTILE: MGD
METAL FINISHING: MGD
OTHER: INOasrj4L foe FtO7'eS = O.007 MGD
MCA
MGD
Ma)
HEADWORKS REVIEW
PARAMETER
Cd
Cr
Cu
Ni
Pb
Zn
CN
PT ienc} ---
Other H&j
TOTAL DAILY LOAD IN LBS/DAY
AC7uAL Ac.7u.,tt ZEMcm+
ALI LE DQMESTIC PERMITIr,U -RESERVE 'i I ��"""
INouSTKrAI ,Nou571.i�L EPP'UEi k4'
o. 5 o.oi No per.mrr p.pp 1
7.41 0.07 YEr o.o0 76
2.36 0.11 0.01 47
1.91 o. 14, o.oi 32_
3.42 0.03 0.DO $1
641 0.29 0.01 78
0. 32 0.13 0.00 S9
o.01- 0.01
4-. 33
O.03
0.00
O.o0
8�
94-
RECEIVED : ! / % / W REVIEWED BY: .2c.,kit?M'
RETURNED : Z / / / B 9

O 19�9, 4s0
PR `19,7M, y
Q4 23 c>�
5791on5cfs
3092. `roc
a,a,192.9 .95`t0 V?7)
Pk=
c4 ; 1.9 cis
57t) ° 0•9(14
1.474,) D,6 cfS
36nz. o. 8 cb
tsti241= /9M,7.
sf. g,1 .23, 3 c f3
z5.1 s7y9,J - Sc6 c i ^+7�(a g,)acA
(s/d8�)
1" CArio_dc✓ tie"
Qo)4b5MG F
`
S r'_3 •„,
/ IdS fv6 O i, 1`l2 1 S90 c
y
(51gd)
D�.(pz9.' S-
s 7�, % 7cfs
4710 =1ec(S
3o z 136
8'7;
s/ra
Da,19.79, `762°
i74 = 21.1„ i, L
tt 9A = 33c-
579io= 7c{S
w79ro = /1c(q
?ugt:(ftcfs
U /Oct) 4, 02,19Z4,516D(yec Lsc)
,
`f6c 37,5 s„x = , lG c i,r
39.5.14 z z
u7?f) ,71e. - 15eFs/31,5'm17 0,31 e63/r',
07611) T E M :- d /19.7^P 2: o
, M �
you
_51?/r 11rd1 Sc((19.7nc 0,as/,.,r
I 1
r
o.S7.►ti;
S/.Pi1=33•Z/7,
fit 99 = 38.5c6
fsf. s791u= 43 c ,
1%4. a17g 1? =1z•G
!.? IM;
4 02,1 y2y, Soc
QA..th
37q,.: 1.24%
ro=L9cft
309z_ x.9cfc
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lr
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6/7
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7/4 cfr
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0. 97,..]r"
fr;v1...4
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s7;plbcf5
-.,?yw= z9ch
3o9z = 3y ctj
O, 6
04_ 22,>M','
=2r,cf5
5 l° —5 Cfy
').2.IYZY1°S� 'L
DR--9,4s,,: .
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Lova ; 4, o c4
3o92
5t.cf�
b4 ; /.SM; t
7�=i3d
57? 1ozz,b cfs
-; a: cc.
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Y fF:.2i�,,:cfS713:
„z4�
ta=4th
3592
lyzy, 675ci 4/3a) 0d-tyt1,695/
roe .t-;;., S• O 6.1ft. I
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5 Qo=0.5cfc
w14);°...t,o({s Sa�2' l.tct'
Ow. 57, r1
t14 0)7?tO :. Z.$co
°.2. Yt y. 7555
V) 377rrryi 0?,/Y2y sa/a (L It/G c:
1, l�c .�,/5� L
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r?a(fig 13 c-6 ///• s ,", z i.
7Q/o ir£ld c?.6cfs/(l.SZ D
w79e..) rs(d = 4, c4/11•5 ^ `
y<! 4, vz.ly,2Y.76zJ
Q4-711, = z.oc
s7?/o l�(d — o,Yc6/,1,3m,` = o.l7c. 1#4(L
-)(?/, /t1d = o.dM,I = .5cQ/4„1
'
/r, Fri 0?, ryZy. 67S0
yIcl : 23cA/2 ,, '- _ ►.
579N y,oct , 0,5c6/D.9.y, _ : 0,
w7910 , t I d_ 1.6 /s.9h; t_ 0
P
•
1<

I
Discharger
Receiving Stream
SUMMER
MODEL FOR CONOVER @ BOD5=89
NH3=2
----�----- MODEL RESULTS ----------
: CITY OF CONOVER-114ORTHEA8T
: LYLE CREEK
The End D.O. is 7.02 mg/l.
The End CBOD is 2.04 mg/l.
The End NBOD is 1.15 mg/l.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/l) Milepoint Reach # (mg/l> (mg/l) (mg/l) (mgd>
Segment 1 6.76 0.72 3
Reach 1 45.00 90.00 0.00 0.00300
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 12.00 9.00 5.00 1.50000
Reach 4 0.00 0.00 0.00 0.00000
Reach 5 45.00 90.00 0.00 0.09000
Reach 6 0.00 0.00 0.00 0.00000
Reach 7 0.00 0.00 0.00 0.00000
Reach 8 0.00 0.00 0.00 0.00000
Segment 2 6.52 0.00 1
Reach 1 45.00 90.00 0.00 0.10000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000
Segment 3 5.00 1.50 2
Reach 1 0.00 0.00 0.00 0.00000
Reach 2 45.00 9O.00 0.00 0.22500
Reach 3 0.00 0.00 0.00 0.00000

* MODEL . SUMMARY DATA ***
Discharger g CITY OF CONOV; R-NORTHEAST Subbas:i.f g 030 3E
Receiving Stream „ !._.YLE CREEK Stream C :l a<:. w. n C •
Summer 701< " 5. Winter 7010 n S.
Design i Temperature: 2:5..
1LENMTh1 SLOPE! VELOCITY ► DEPTH1 Kd Kd 1 Ka Ka 1 KN 1 KN 1 KNR 1 KNR 1
1 mile 1 ft/mil fps 1 ft 1designl H04 1designl @20' :design: 220' ldesign1 H2O° 1
Segment 1 1 0.381 33.001 0.101 1 0.32 1 0.44 1 0.35 1 6.68 1 5.991 0.73 1 0.50 1 0.73 1 0.00 1
Reacts 1 1 1 1
1 1 1 1 _ 1
Segment 1 1 0.341 33.001 0.162 1 0.49 1 0.45 1 0.35 110.70 1 9.601 0.73 1 0.50 1 0.73 1 0.00 1
Reach 2 1 1 1 1
_
Segment 1 1 0.521 14.501 0.407 1 1.14 1 0.38 1 0.30 111.85 1 10.631 0.44 1 0.30 1 0.44 1 0.00 1
Reach 3 1 1 1 1 1 1 = = 1 1
_
Segment 1 1 1.701 14.501 0.420 1 1.23 1 0.37 1 0.30 112.23 1 10.971 0.44 1 0.30 1 0.44 1 0.00 1
Reach 4 1 1 3'
1
Segment 1 1 2.301 14.501 0.431 1 1.26 1 0.37 1 0.30 1 9.06 1 8.121 0.44 1 0.30 1 0.44 1 0.00 1
Reacts 5 1 1 1 1 1 1 1 1 1 3
Segment 1 1 0.101 9.301 0.403 1 1.43 1 0.33 1 0.26 1 5.43 1 4.871 0.44 1 0.30 1 0.44 1 0.00 1
Reach 6 1 11
Segment 1 1 3.101 9.301 0.400 1 1.45 1 0.33 1 0.26 1 5.39 1 4.831 0.44 1 0.30 1 0.44 1 0.00 1
Reach 7 11 1 1 1 1 1
Segment 1 1 1.001 2.001 0.251 1 1.83 1 0.27 1 0.21 1 0.73 1 0.651 0.44 1 0.30 1 0.44 1 0.00 1
Reach 8 1 1 1 1 1
Segment 2 1 0.101 30.301 0.218 1 0.62 1 0.45 1 0.36 113.24 1 11.871 0.73 1 0.50 1 0.73 1 0.00 1
Reach 1 1 1 1 1 1 1 1 1 1
Segment 1 2.201 17.001 0.209 1 0.76 1 0.36 1 0.29 1 7.15 1 6.411 0.44 1 0.30 1 0.44 1 0.00 1
Reach 2 1
1
Segment 2 1 2.701 7.601 0.282 1 1.24 1 0.31 1 0.24 1 4.31 1 3.861 0.44 1 0.30 1 0.44 1 0.00 1
Reach 3 1 .
i 1 1 1 1 1 1 1
Segment 3 1 0.901 2.001 0.298 1 2.10 1 0.27 1 0.21 1 0.86 1 0.771 0.44 1 0.30 1 0.44 1 0.00 1
Reach 1 1 1 1 1
1
1 =
et ..%.
1 r A.. . A nr 1 .. nr. 1 A . r 1 A . A. A f, . .. AA s A L, 1 A AA 1

~r^^` ~ ' ~~~ ~`-' `'`'~
Reach 2 : | | i � ' | / | | | | �
x
~
� Segment 3 | 0.501 1.001 0.130 110.00 1 0.25 | 0.20 | 0.22 1 0.30i 0.44 | 0.30 1 0.44 1 0.00 1
Reach 3 |
"
,
| Flow
| cfs
Segment 1 Reach 1
Waste | 0.005
Headwaters| 0.150
Tributary | 0000
* Runoff 0.000
|
`
CBOD | NBOD
mg/l
45.000
2.000
2.000
'
`
|
� 90.000 |
| 1.000 �
� 1.000 |
| 1.000 |
D.O.
mg/l
0.000
7.440
7.440
7.440
Segment 1 Reach 2
Waste � 0.000 0.000 � 0.000 | 0.000
Tributary | 0.400 2.000 1.000 ( 7.440
* Runoff � 0.150 2.000 1.000 | 7.440
Segment 1 Reach 3
Waste . 2.825 | 12.000 � 9.000 � 5.000
Tributary | 5.000 | 2.000 | 1.000 7.440
* Runoff � 0.000 } 2.000 | 1.000 | 7.440
Segment 1 Reach 4
Waste | 0.00{ 0.000 0.000 0.000
Tributary | 1.600 2.000 � 1.000 | 7.440
* Runoff | 0.000 2.000 | 1.000 7.440
Segment 1 Re�ch 5
Waste 1,0.139 | 45.000 1, 90.000 0.000
Tributary 1 0.000 2.000 | 1.000 /' 7.440
* Runoff � 0.570 | 2.000 Is 1.000 | 7.440
Segment 1 Reach 6
Waste . 0.000
Tributary 1.350
* Runoff | 0.000
Segment 1 Reach 7
Waste . 0.000
Tributary ( 0.300
* Runoff | 0.000
Segment 1 Reach 8
Waste � 0.000
Tributary ( 0.000
* Runoff | 0.000
|
'
'
|
|
'
`
'
0.000 i 0.000
5.630 ( 8.150
2.000 1.000
.
.
0.000
7.290
7.440
0.000 | 0.000 � 0.{x}0
2.000 | 1.000 < 7.440
2.000 | 1.000 � 7.440
0.000 | 0.000 | 0.000
2.000 ( 1.000 | 7.440
2.000 1.000 | 7.440
Segment 2 Reach 1
Waste | 0.155
Headwaters! 1.100
Tributary | 0.000
�
'
`
45.000 | 90.000 |
2.000 | 1.000 �
2.000 | 1.0O0 �
0.000
7.440
7.440

Segment S Reach 2
Waste 0.000 ; 0.000 ; 0.000 s 0„000
Tributary
ributary 1 0.000 1 2.000 i 1,000 ; 7.440
• Runoff 1 0.490 1 2.000 s 1.000 } 7.440
Segment 2 Reach 3
Waste i 0.000 I 0.000 E 0.000 1 0.000
Tributary ! 3.560 I 10.700 1 17.550 1 7.470
• Runoff 3 0.430 3 2.000 3 1.000 3 7.440
Segment 3 React 1
Waste 0.000
Headwaters: 0.000
Tributary t 0.000
* Runoff 3 0.000
1
3
,
1
,
1
3
0.000 ; i�) „ ;,)#_)(:) ; 0.000
R. 000 ; 1.000 1 7.440
2.000 1.000 7.440
�� ►#�) 1 .000 1 7..440
Segment 3 Reach 2
Waste 3 0.349 E 45.000 1 90.000
Tributary I 0.000 ; 2.000 I 1.000
• Runoff 1 0.000 1 3.000 t 1.000
Segment 3 Reach 3
Waste 3 0.000
Tributary 1193.000
* Runoff I 0.000
0.000 1 0.000
R.000 1 1.000
2.000 1 1.000
Runoff flow is in c f s/mi 1.c
1
1
3
1
1
3
0„000
7.440
7.440
0.000
7..440
7.440

|Seg#|Reach #|SegMi
1 1 0.00
1 1 0.01
1 1 0.02
1 1 0.03
1 1 0.04
1 1 0.05
1 1 0.06
1 1 0.{/7
1 1 0.08
1 1 0.09
1 1 0.10
1 1 0.11
1 1 0.12
1 1 0.13
1 1 0.14
1 1 0.15
1 1 0.16
1 1 0.17
1 1 0.18
1 1 0.19
1 1 0.20
1 1 0.21
1 1 0.22
1 1 0.23
1 1 0.24
1 1 0.25
1 1 0.26
1 1 0.27
1 1 0.28
l 1 0.29
1 1 0.30
1 1 0.31'
1 1 0.32
1 1 0.33
1 1 0.34
1 1 0.35
1 1 0.36
1 1 0.37
1 1 0.38
1 2 0.38
1 2 0.40
1 2 0.42
1 2 0.44
1 2 O.46
1 2 0.48
1 2 0.50
1 2 0.52
1 2 0.54
1 2 0.56
1 2 0.58
1 2 0.60
1 2 0.62
1 2 O.64
1 2 0.66
1 2 0.68
1 2 0.70
1 2 0.72
1 3 0.72
SUMMER
MODEL FOR CONOVER @ BOD5=8,
NH3=2
D.O. | CBOD NBOD 1 Flow �
7.22 3.29 3.68 0.15
7.23 3.28 3.66 0.15
7.25 3.28 3.64 0.15
7.27 3.27 3.63 0.15
7.28 3.26 3.61 0.15
7.30 3.25 3.60 0.15
7.31 3.24 3.58 0.15
7.32 3.23 3.56 0.15
7.34 3.22 3.55 0.15
7.35 3.22 3.53 0,15
7.36 3.21 3.52 0.15
7.87 3.20 3.50 0.15
7.39 3.19 3.48 0.15
7.40 3.18 3.47 0.13
7.41 3.17 3.45 0.15
7.42 8.16 3.44 0.15
7.43 3.16 8.42 0.15
7.44 8.15 3.41 0.15
7.45 3.14 3.39 0.15
7.46 3.13 3.38 0.15
7.47 3.12 3.36 0.15
7.47 3.11 3.35 0.15
7.48 3.11 3.33 0.15
7.49 3.10 8.82 0,15
7.50 3.09 8.30 0.15
7.51 3.08 3.29 0.15
7.51 3.07 3.27 0.15
7.52 3.07 3.26 0.15
7.53 3.06 3.25 0.15
7.54 3.05 3.23 0.15
7.54 3.04 3.22 0.15
7.55 3.03 3.20 0.15
7.56 3.03 3.19 0.15
7.56 8.02 3.17 0.15
7.57 3.01 3.16 0.15
7.57 3.00 3.15 0.15
7.58 2.99 3.13 0.15
7.59 2.99 3.12 0.15
7.59 2.98 3.10 0.15
7.48 2.27 1.59 055 .
7.53 2.26 1.57 0.56
7.57 2.25 1.56 0.56
7.61 2.25 1.55 0.56
7.64 2.24 1.54 0.57
7.67 2.23 1.53 0.57
7.70 2.22 1.52 0.57
7.73 2.21 1.51 0.58
7.75 2.20 1.50 0.58
7.78 2.19 1.48 0.58
7.80 2.19 1.47 0.58
7.82 2.18 1.46 0.59
7.83 2.17 1.45 0.59
7.85 2.16 1.44 0.59
7.87 2.15 1.43 0.60
7.88 2.14 1.42 0.60
7.89 2.14 1.41 0.60
7.91 2.13 1.40 0.61
6.76 4.94 3.38 7.93

1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
3 0.76 6.84 4'93 3.37
3 0.78 6.88 4.52 3.36
3 0'80 6.92 4,92 3.36
3 0'82 6.96 4.91 3.35
3 0.84 6.99 4.91 3.35
3 0.86 7.03 4.90 3.34
3 0.88 7.06 4.90 3.34
3 0.90 7.09 4.89 3.34
3 0.92 7.12 4.89 3.33
3 0.94 7.15 4.88 3.33
3 0.96 /.18 4.87 3.32
3 0.98 7.21 4.87 3.32
3 1.00 7.24 4.86 3.31
3 1.02 7.26 4.86 3.31
3 1.04 7.29 4.85 3.31
3 1.06 7.31 4.85 3.30
3 1.08 7'34 4.84 3.30
3 1.10 7.36 4.84 3.29
3 1.12 7.38 4.83 3.29
3 1.14 7.40 4.82 3.28
3 1.16 7.42 4.82 3.28
3 1.18 7.44 4.81 3.27
3 1.20 7.46 4.81 3.27
3 1.22 7.48 4.80 3.27
3 1.24 7.50 4.80 3.26
4 1.24 7.49 4.33 2.88
4 1.34 7.57 4.30 2.86
4 1.44 7'65 4.28 2.85
4 1.54 7.71 4.26 2.83
4 1.64 7.76 4.23 2.81
4 1./4 7.81 4.21 2.79
4 1.84 7.84 4.19 2.77
4 1.94 7.87 4.17 2.76
4 2.04 7.90 4.14 2.74
4 2.14 7.92 4.12 2.72
4 2.24 7.94 4.10 2.70
4 2.34 7.96 4.08 2.69
4 2.44 /.97 4.05 2.67
4 2'54 7.98 4.03 2.65
4 2.64 7.99 4.01 2.63
4 2.74 8.00 3.99 2.62
4 2.84 8.01 3.97 2.60
4 2.94 8.01 3.94 2.58
5 2.94 7.90 4.54 3.85
5 3.04 7.89 4.50 3.81
5 3.14 7.89 4.46 3.77
5 3.24 7'89 4.42 3.73
5 3.34 7.89 4.38 3.69
5 3.44 7.89 4.35 3.65
5 3.54 7.89 4.31 3.61
5 3.64 7.89 4.28 3.57
5 3.74 7.89 4,24 3.54
5 3.84 7.89 4.21 3.50
5 3.94 7.89 4.17 3.47
5 4.04 7.89 4.14 3.43
5 4.14 7.89 4.10 3.40
5 4.24 7.90 4.07 3.36
5 4.34 7.90 4.04 3.33
5 4.44 7.90 4.01 3.29
5 4.54 7.90 3.9/ 3.26
5 4.64 7.90 3.94 3.23
5 4.74 7.91 3.91 3.20
5 4.84 7.91 3.88 3.17
5 4.94 7.91 3.85 3.13
5 5.04 7.91 3.82 3.10
7.93
7.93
7.93
7.93
/.93
7.93
7.93
7.93
7.93
7.93
7.93
7.93
7,93
7.93
7.93
7.93
7.93
7.93
7.93
7.93
7.93
7.93
7.93
7.93
7.93
9.53
9.53
9.53
9.53
9.53
9.53
9.53
9.53
9.53
9.53
9.53
9.53
9.53
9.53
9.53
9.53
9.53
9.53
9.67
9.73
9.78
9.84
9.90
9.96
10.01
10.07
10.13
10.18
10.24
10.30
10.35
10.41
10.47
10.53
10.58
10.64
10.70
10.75
10.81
10.87
�o ��

1 5 5.24 7.92 3.76 8.04 10.98
6 5.24 7.85 3.96 3.60 12.33
1 6 5.25 7.85 3.96 3.60 12.38
p 1 6 5.26 7.85 8.96 3.60 12.38
1 6 5.27 7.85 3.96 8.60 12.38
" 1 6 5.28 7.85 3.96 3.59 12.33
' 1 6 5.29 7.85 3.96 3.59 12.33
" 1 6 5.30 7.84 3.95 3.59 12.33
1 6 5.31 7.84 3.95 3.59 12.88
1 6 5.32 7.84 3.95 3.58 12.33
1 6 5.83 7.84 3.95 8.58 12.33
3.95
1 - 7 5.34 7.83 3.90 3.52 12.63
1 7 5.44 7.82 3.88 3.49 12.63
1 7 5.54 7.82 3.86 3.47 12.63
1 7 5.64 7.81 3.84 3.45 12.63
1 7 5.74 7.81 8.82 8.42 12.63
1 7 5.84 7.80 3.80 8.40 12.63
1 7 5.94 7.80 3.78 3.38 12.63
1 7 6.04 7.79 3.76 3.36 12.63
1 7 6.14 7.79 8.75 3.33 12.63
1 7 6.24 7.79 3.78 3.31 12.63
1 7 6.34 7.79 3.71 3.29 12.63
1 7 6.44 7.79 3.69 3.27 12.63
1 7 6.54 7.78 3.67 3.24 12.68
l 7 6.64 7.78 3.65 3.22 12.68
1 7 6.74 7.78 8.63 3.20 12.63
1 7 6.84 7.78 3.62 3.18 12.63
1 7 6.94 7.78 3.60 3.16 12.63
1 7 7.04 7.78 8.58 3.14 12.63
1 7 7.14 7.78 3.56 3.12 12.63
1 7 7.24 7.78 3.54 8.09 12.63
1 7 7.34 7.78 3.53 3.07 12.68
1 7 7.44 7.78 3.51 3.05 12.63
l 7 7.54 7.79 3.49 3.03 12.63
1 7 7.64 7.79 3.47 3.01 12.63
1 7 7.74 7.79 3.46 2.99 12.68
1 '7 7.84 7.79 3.44 2.97 12.63
1 7 7.94 7.79 3.42 2.95 12.68
1 7 8.04 7.79 3.41 2.93 12.63
1 7 8.14 7.79 3.39 2.91 12.63
1 7 8.24 7.80 8.37 2.89 12.68
1 7 8.34 7.80 8.35 2.87 12.63
1 7 8.44 7.80 3.34 2.85 12.63
1 8 8.44 7.80 3.34 2.85 12.68
1 8 8.54 7.76 3.32 2.82 12.63
1 8 8.64 7.71 8.29 2.79 12.63
1 8 8.74 7.67 3.27 2.76 12.63
1 8 8.84 7.63 3.25 2.73 12.63
1 8 8.94 7.59 3.23 2.70 12.63
1 8 9.04 7.56 3.21 2.68 12.63
1 8 9.14 7.52 3.19 2.65 12.63
1 8 9.24 7.48 3"17 2.62 12.68
1 8 9.34 7.45 3.15 2.59 12.68
1 8 9.44 7.42 8.13 2.56 12.63
2 1 0.00 6.52 7.31 11.99 1.26
2 1 0.01 6.55 7.30 11.97 1.26
2 1 0.02 6.58 7.29 11.94 1.26
2 1 0.03 6.61 7.28 11.92 1.26
2 1 0.04 6.64 7.27 11.89 1.26
2 1 0.05 6.66 7.26 11.87 1.26
2 10.06 6.69 7.26 11.84 1.26
2 1 0.07 6.71 7.25 11.82 1.26
2 1 0.08 6.74 7.24 11.80 1.26
2 1 0.09 6.76 7.23 11.77 1.26
� , o -1 Cl r7 I,.")

2 2 0.10 6.78 7.22 11.75 1.26
2 2 0.30 6.97 6.70 10.69 1.35
^ ^ 02r 2 0.50 7.12 6.25 9.78 1.45
2 2 0.70 7.23 5.85 8.99 1.55
2 2 0.90 7.31 5.51 8.30 1.65
2 2 1.10 7.39 5.20 7.69 1.75
2 2 1.30 7.45 4.92 7.15 1.84
2 2 1.50 7.50 4.68 6.66 1.94
2 2 1.70 7.55 4.45 6.23 2.04
2 2 1.90 7.59 4.25 5.84 2.14
2 2 2.10 7.63 4.07 5.48 2.24
2 2 2.30 7.66 3.90 5.16 2.33
2 3 2.80 7.55 8.01 12.70 5.89
2 3 2.40 7.44 7.91 12.5O 5.94
2 3 2.50 7.35 7.82 12.30 5.98
2 3 2.60 7.27 7.72 12.10 6.02
2 8 2.70 7.21 7.68 11.91 6.07
2 3 2.80 7.15 7.54 11.72 6.11
2 3 2.90 7.09 7.45 11.54 6.15
2 3 3.00 7.05 7.37 11.35 6.19
2 8 3.10 7.01 7.28 11.18 6.24
2 3 3.20 6.98 7.20 11.0n 6.28
2 3 3.30 6.95 7.11 10.83 6.32
2 8 3.40 6.93 7.03 10.66 6.87
2 3 3.50 6.91 6.95 10.49 6.41
2 3 8.60 6.89 6.87 10.33 6.45
2 3 3.70 6.88 6.79 10.17 6.50
2 3 3.80 6.87 6.72 1O.02 6.54
2 3 3.90 6.87 6.64 9.86 6.58
2 3 4.00 6.86 6.57 9.71 6.62
2 3 4.10 6.86 6.50 9.56 6.67
2 8 4.20 6.86 6.42 9.42 6.71
2 3 4.80 6.87 6.35 9.28 6.75
2 3 4.40 6.87 6.28 9.14 6.80
2 3 4.50 6.87 6.22 9.00 6.84
2 3 4.60 6.88 6.15 8.86 6.88
2 3 4.70 6.89 6.08 8.73 6.93
2 3 4.80 6.90 6.02 8.60 6.97
2 8 4.90 6.91 5.95 8.47 7.01
2 3 5.00 6.91 5.89 8.35 7.05
8 1 0.00 7.24 4.12 4.64 19.69
8 1 0.10 7.19 4.09 4.59 19.69
3 1 0.20 7.15 4.07 4.55 19.69
8 1 0.30 7.10 4.05 4.51 19.69
8 1 0.40 7.06 4.03 4.47 19.69
8 1 0.50 7.02 4.00 4.43 19.69
3 1 0.60 6.98 3.98 4.89 19.69
3 1 0.70 6.94 3.96 4.35 19.69
3 1 0.80 6.90 3.94 4.31 19.69
3 1 0.90 6.87 3.92 4.27 19.69
3 2 0.90 6.75 4.63 5.77 20.03
3 2 0.96 6.50 4.53 5.55 20.03
3 2 1.02 6.27 4.44 5.85 20.03
8 2 1.08 6.06 4.34 5.15 20.03
3 2 1.14 5.86 4.25 4.96 20.03
3 2 1.20 5.68 4.16 4.78 20.03
3 2 1.26 5.52 4.07 4.60 20.03
3 2 1.32 5.37 3.98 4.43 20.03
3 2 1.38 5.23 3.90 4.27 20.03
3 2 1.44 5.11 8.82 4.11 20.03
3 2 1.50 5.00 3.73 3.96 20.03
8 3 1.50 7.21 2.16 1.28 213.03
3 3 1.55 7.19 2.15 1.27 213.03
3 3 1.60 7.17 2.14 1.25 213.03
3 3 1.65 7.15 2.12 1.24 213.08
rn � 4 -,^ 1-1 .10 o 1, 1 pn p1 "', o`v

3 3 1.75 7.11 2.10 1.21 218.03
3 3 1.80 7.09 2.09 1.20 213.03
°~ ,3;,r 3 1.85 7.07 2"07 1.19 213.03
� 3 3 1.90 7.06 2.06 1.18 213.03
3 3 1.95 7.04 2.05 1"16 213.08
v 3 3 2.00 7.02 2.04 1.15 218.03

Discharger.
Receiving Stream
The End D.O.
The End CBO1?
The End NBOD
WINTER
MODEL FOR CONOVER 5 1.5 MGD
BODE=14y INIH3=4
MODEL RESULTS
CITY OF CONOVER-NORTHEAST
: LYLE CREEK
is 9.12 mg/1
is 2.11 mg/1
is 1.31 mg/I.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) I`1i lepoin•t Reach tl: (mg/1) (mg/1) (mg/1)(mgd )
------
Segment 1 8.44 0.72 3
Reach 1 45.00 90.00 0.00 0.00q00
Rec"t. c{ 1 2 0.00 0.00 0.00 0.00000
Reach 3 21.00 18.00 5.00 1.50000
Reach 4 0.00 0.00 0.00 0.00000
Reach 5 45.00 90.00 0.00 0.09000
Reach 6 k n �� .} 0 n 0 k.� 0.00 0.00000
Reach 7 0.00 0.00 0.00 0.00000
Reach 80nL30 0.00 0.00 0.00000
Segment 2 8.58 0.00 1
Reach 1 45.00 90.00 0'. 00 0.10000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000
Segment 3 B.47 1.50 2 1 1
Reach 1 0.00 0.00 0.00 0 n 00000
Reach 2''y 45.00 90.00 0.00 0n 22500
Reach 3 0.00 0.00 0.00 0 .00000

*** MODEL SUMMARY DATA ***
Discharger CITY OF CGNOVER-NORTHEAST Sub bas i t' i : 030832
Receiving Stream : LYLE CREEK Stream Class: C
Summer 7c;10 5., Winter 010 t, S„
Design Temperature: ,turea 14.
1 LENSTH 1 SLOPE 1 VELOCITY 1 DEPTHI Kd 1 Kd 1 Ka 1 Ka 1 KN 1 KN 1 KNR 1 KNR
1 mile 1 ft/mil fps 1 ft ldesignl 320° 1design1 020° :design; 320° 1design1 320° 1
Segment 1 1 0.381 33.001 0.124 1 0.33 1 0.29 1 0.38 1 6.48 1 7.391 0.32 1 0.50 1 0.32 1 0.00 1
Reach 1 1 1 1 1
1
Segment 1 1 0.341 33.001 0.216 1 0.51 1 0.30 1 0.40 111.25 1 12.821 0.32 1 0.50 1 0.32 1 0.00 1
Reach 2 1 1 1 1
3 3
Segment 1 1 0.521 14.501 0.530 1 1.19 1 0.25 1 0.33 1 8.77 1 9.991 0.19 1 0.30 1 0.19 1 0.00 1
Reach 3 1 1 3 1 1
1
Segment 1 1 1.701 14.501 0.573 1 1.29 1 0.25 1 0.33 1 9.48 1 10.811 0.19 1 0.30 1 0.19 1 0.00 1
Reach 4 1 1 1 1 1 1
Segment 1 1 2.301 14.501 0.594 1 1.33 1 0.25 1 0.33 1 9.83 1 11.201 0.19 1 0.30 1 0.19 1 0.00 1
Reach 5 1 1 1 3
Segment 1 1 0.101 9.301 0.553 1 1.51 1 0.21 1 0.28 1 5.87 1 6.681 0.19 1 0.30 1 0.19 1 0.00 1
Reach 6 1 1 1 1 1 1 1 1 1
Segment 1 1 3.101 9.301 0.576 1 1.54 1 0.21 1 0.28 1 6.12 1 6.971 0.19 1 0.30 1 0.19 1 0.00 1
Reach 7 1 1 11 1 1 1 1
Segment 11} 1 1.001 2.001 0.381 1 1.96 1 0.17 1 0.22 1 0.87 1 0.991 0.19 1 0.30 1 0.19 1 0.00 1
1
Reach 8 1 1 1 1 1 1 1 1
Segment 2 1 0.101 30.301 0.315 1 0.66 1 0.31 1 0.41 115.08 1 17.191 0.32 1 0.50 1 0.32 1 0.00 1
Reach 1 t I 1 1 1 1 1 1
Segment 2 1 2.201 17.001 0.314 1 0.81 1 0.24 1 0.32 1 8.43 1 9.611 0.19 1 0.30 1 0.19 1 0.00 1
Reach 2 1 1 1 1 1 1 13
Segment 2 1 2.701 7.601 0.412 1 1.32 1 0.20 1 0.26 1 3.58 1 4.071 0.19 1 0.30 1 0.19 1 0.00 1
React, 3 1 1 1 1 1 1 1
Segment 3 1 0.901 2.001 0.449 1 2.25 1 0.17 1 0.22 1 0.69 1 0.791 0.19 1 0.30 1 0.19 1 0.00 1
Reach 1 1 1 1 1 1 1 1 1
1pnnpnt 1 : (LA( P.& 1 t1.041 1 9.00 1 0.15 1 0.20 1 0.25 1 0.401 0.19 1 0.30 1 0.19 1 0.00

Reach 2 1
1
a
.
A
1 •1 1 1 1 1 1 1 1
3eg11*ent 3 1 0.501 1.001 0.130 110.00 1 0.15 1 0.20 1 0.18 1 0.201 0.19 1 0.30 1 0.19 1 0.00 1
Reach 3 1 1 1 1 1 1
1 Flow
1 cfs
Segment 1 Reach 1
Waste 1 0.005
Headwaters: 0.200 1
Tributary 1 0.000
* Runoff 1 0.000
Segment 1 Reach 2
Waste 1 0.000
Tributary 1 0.600
* Runoff 1 0.290 1
CBOD
mg/ 1
45.000
2.000
2.000
P.000
0.000
2.000
2.000
Segment 1 Reach 3
Waste 1 2.325 1 21.000
Tributary 1 8„ 00(_) 1 2.000
* Runoff 1 0.150 i 2.000
Segment 1 Reach 4
Waste 0.000
Tr i.butary 1 2. 600
• Runoff 1 0. 590
Segment 1 Reach 5
Waste I 0.139
Tributary 1 0.000
* F<t»lno1ff I 0.700
Segment 1 Reach 6
Waste 1
Tributary 1
* Runoff 1
0.000
2.130
0.000
1
1
J
1
1
Segment 1 Reach 7
Waste I 0.000 I
Tributary I 0,.5t)0 I
* Runoff 1 0.840 :
Segment 1 Reach 8
Waste 1 0.000 1
Tributary 1 0.000 1
* Runoff 1 0.400 1
J
1
J
1
1
1
1
1
1
1
J
NBOD
mg/:1
90.000
1 .000
1.000
1.000
0.000
1.000
1.000
1
1
:
1
1
1 18.000 1
1 1.000
1 1.000 1
0.000 1
12„000 I
2.000 1
45.000
2.000
2.000
0.0;}0
4.650
2.000
0.000
1.000
1.000
1 90.000
: .1..000
I 1.000
1
1
s
1
1
1
0.000 1
2.000
2.000 1
0.000 1
2.000 1
2.000 1
0.000 1
6.780 1
1.000 1
0.000 1
1.000 1
1.000 1
0.000 1
1.000 1
1.000 1
D.O.
mg/1
0.000
9.280
9.280
9.280
0.000
9.280
9.220
5.000
9.280
9.280
0.000
9.280
9.280
0.000
9.280
9.280
0.000
9.890
9.280
0 „ (»} 0 0
9.280
9.280
0.000
9.280
9.280
Segment 2 Reach 1
Waste 1
Headwaters:
Tributary 1
• I l i s �t••1•t••F
0.1551 1
1.900 1
0.000 1
45.000
2.000
2.000
}»000
1 90.000
1.000
1.000 1
1 ..000
0.000
9.280
9.r
80
9.280

a
.Segment 2 Reach ♦2+ 5 r• 1 (t C S
Waste i 0.000 1 0. L�00 } 0. 0y)0 } 0.000
Tributary 1 0.000 2.000 1 1.000 9.280
• Runoff t 0.930 s 2.000 1 1.000 } 9.280
Segment 2 Reach 3
Waste I 0.000 i 0.000 I 0.000 I 0.000
Tributary 1 6.040 8.640 I 15.950 ; 9.990
* Runoff 1 0.430 1 2.000 1 1.000 1 9.280
Segment 3 Reach f1
{
Etd}-t is 0.000 1 0.000 } 0.000 1 0.000
Headwaters: 0.000 1 2.000 1 1.000 1 9.280
Tributary 1 0.000 1 2.000 1 1.000 1 9.230
* Runoff 1 1.110 1 2.000 1 1.000 1 9.280
Segment 3 Reach 2
Waste 0.349 1 45.000 1 90.000 1 0.000
Tributary 1 ;.�„000 1 2 .0w)0 1 1.000 1 9„280
* Runoff 1 1.110 1 2.000 1 1.000 1 9.280
Segment 3 Reach 3
Waste 1 0.000 1 0.000 1 0.000 i 0.000
Tributary 1354.000 1 2.000 1 1.000 1 9.280
4• Runoff 1 0.000 1 2.000 1 1.000 1 9.28' )
* Runoff flow is in c•f's/mile

Seg # 1 Reach
1 1
1 l
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 3
i 2
#|8egI'll i|
0.00
0.01
0.02
O.03
0.04
0.05
0.06
0.07
0.08
0.09
0.10
0.11
0.12
0.13
0.14
0.15
0.16
0.17
0.18
0.19
0.20
0.21
O.22
0.23
0.24
0.25
0.26
0.27
0.28
0.29
0.80
0.31
0.32
0.33
0.84
0.35
0.S6
0.87
0.38
0.38
0.40
0.42
0.44
0.46
0.48
0.50
O.52
0.54
0.56
0.58
0.60
0.62
0.64
0.66
O.68
0.70
0.72
0.72
0.74
D.O.
9.07
9.10
9.18
9.16
9.18
9.21
9.24
9.26
9.29
9.81
9.33
9.35
9.38
9.40
9.42
9.44
9.46
9.47
9.49
9.51
9.53
9.54
9.56
9.57
9.59
9.60
9.61
9.63
9.64
9.65
9.67
9.68
9.69
9.70
9.71
9.72
9.73
9.74
9.75
9.40
9.45
9.49
9.54
9.58
9.61
9.65
9.68
9.71
9.74
9.77
9.79
9.81
9.84
9.86
9.87
9.89
9.91
8.44
8.48
| CBOD
2.98
2.97
2.97
2.96
2.96
2.96
2.95
2.95
2.94
2.94
2.94
2.93
2.93
2.92
2.92
2.92
2.91
2.91
2.90
2.90
2.89
2.89
2.89
2.88
2.88
2.87
2.87
2.87
2.86
2.86
2.85
2.85
2.85
2.84
2.84
2.88
2.83
2.83
2.82
2.21
2.20
2.20
2.19
2.19
2.18
2.18
2.17
2.17
2.16
2.16
2.15
2.15
2.15
2.14
2.14
2.13
2.13
5.94
5.94
NBOD
3.02
3.02
3.01
8.01
3.00
3.00
2.99
2.99
2.99
2.98
2.98
2.97
2.97
2.96
2.96
2.95
2.95
2.94
2.94
2.98
2.93
2.98
2.92
2.92
2.91
2.91
2.90
2.90
2.89
2.89
2.89
2.88
2.88
2.87
2.87
2.86
2.86
2.85
2.85
1.47
1.46
1.46
1.45
1.45
1.44
1.44
1.43
1.42
1.42
1.41
1.41
1.40
1.40
1.39
1.39
1.38
1.38
4.55
4.55
WINTER
MODEL FOR CONOVER
BOD5=14, NH3=4
| Flow �
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.20
0.80
0.81
0.82
0.82
0.83
0.83
0.84
0.85
0.85
0.86
0.86
0.87
0.87
O.88
0.89
0.89
0.90
0.90
11.23
11.23
@ 1.5 M8D,

1 8 0.76 8.51 5.94 4.54 11.23
1 8 0.78 8.54 5.93 4.54 11.24
1 ^ 8 0.80 8.57 5.93 4.54 11.24
. 1 3 0.82 8.60 5.92 4.54 11.24
1 3 0.84 8.63 5.92 4.53 11.25
, 1 3 0.86 8.66 5.91 4.53 11.25
, 1 3 0.88 8.68 5.91 4.58 11.25
1 3 0.90 8.71 5.90 4.52 11.26
` 1 3 0.92 8.74 5.90 4.52 11.26
1 8 0.94 8.77 5.90 4.52 11.26
1 3 0.96 8.79 5.89 4.52 11.26
1 3 0.98 8.82 5.89 4.51 11.27
1 3 1.00 8.84 5.88 4.51 11.27
1 3 1.02 8.87 5.88 4.51 11.27
1 3 1.04 8.89 5.87 4.50 11.28
1 3 1.06 8.91 5.87 4.50 11.28
1 3 1.08 8.93 5.86 4.50 11.28
1 3 1.10 8.96 5.86 4.50 11.29
1 3 1.12 8.98 5.86 4.49 11.29
1 3 1.14 9.00 5.85 4.49 11.29
1 3 1.16 9.02 5.85 4.49 11.29
1 3 1.18 9.04 5.84 4.48 11.30
1 3 1.20 9.06 5.84 4.48 11.80
1 3 1.22 9.08 5.83 4.48 11.80
1 3 1.24 9.10 5.83 4.48 11.31
1 4 1.24 9.18 5.11 3.88 13.91
1 4 1.34 9.28 5.09 8.81 13.97
1 4 1.44 9.81 5.06 3.79 14.02
1 4 1.54 9.39 5.03 3.77 14.08
1 4 1.64 9.46 5.01 3.75 14.14
1 4 1.74 9.52 4.98 3.73 14.20
1 4 1.84 9.57 4.96 3.71 14.26
1 4 1.94 9.62 4.98 3.69 14.32
1 4 2.O4 9.67 4.91 3.67 14.38
1 4 2.14 9.71 4.88 3.65 14.44
1 4 2.24 9.75 4.86 8.64 14.50
1 4 2.34 9.78 4.83 3.62 14.56
1 4 2.44 9.81 4.81 3.60 14.61
1 4 2.54 9.84 4.79 3.58 14.67
1 4 2.64 9.86 4.76 8.57 14.73
1 4 2.74 9.88 4.74 3.55 14.79
1 4 2.84 9.90 4.71 3.53 14.85
1 4 2.94 9.92 4.69 3.51 14.91
1 5 2.94 9.83 5.07 4.32 15.05
1 5 3.04 9.85 5.04 4.29 15.12
1 5 3.14 9.88 5.01 4.27 15.19
1 5 3.24 9.89 4.98 4.25 15.26
1 5 3.84 9.91 4.96 4.22 15.33
1 5 3.44 9.93 4.98 4.20 15.40
1 5 3.54 9.94 4.91 4.18 15.47
1 5 3.64 9.96 4.88 4.15 15.54
1 5 3.74 9.97 4.86 4.13 15.61
1 5 3.84 9.98 4.83 4.11 15.68
1 5 3.94 9.99 4.81 4.09 15.75
1 5 4.04 10.00 4.78 4.07 15.82
1 5 4.14 10.01 4.76 4.05 15.89
1 5 4.24 10.O1 4.78 4.02 15.96
1 5 4.34 10.02 4.71 4.00 16.03
1 5 4.44 10.03 4.68 3.98 16.10
1 5 4.54 10.03 4.66 8.96 16.17
1 5 4.64 10.04 4.64 8.94 16.24
1 5 4.74 10.04 4.61 3.92 16.31
1 5 4.84 10.05 4.59 3.90 16.38
1 5 4.94 10.05 4.57 3.88 16.45
1 5 5.04 10.05 4.55 3.86 16.52
� !W, ps 14 1o'u� 4'5p 9'84 16.59

` 5 •..� ,e ,P4 .I1. 0 „ 0fML: 4 rr 50 3.82 �16.66
} . 16
1 6 5.24 .1. 0„ 04 4.52 4.16 1 8. t f rt'f'}
1 • 6 5.25 10.04 4.52 4.16 18.7l-
1 6 5„26 10.04 4.52 4.16 16„79
1 6 5.27 10.04 4.52 4.16 18.79
1 6 5.28 10.04 4.51 4.15 18.79
1 6 5„29 1€ .04 4.51 4„15 18.79
1 6 5.30 10„04 4„51t 4.15 18„79
1 6 5r, 31 10„04 4.5:1 4.15 18.79
1 6 5.32 :10„04 4.51 4.15 18.79
1 6 5.33 10.04 4.51 4.15 18.79
1 6 5.34 10.04 4.51 4.15 18„79
1 7 5.34 10.02 4.44 4.07 19.29
1 7 5.44 10.02 4„42 4.05 19.37
1 7 5.54 10.02 4.40 4„02 19.46
1 '7 5.64 10.01 4.38 4.00 19.54
1 7 5.74 10.01 4„36 3.98 19.62
1 7 5.84 10.01 4.34 3.96 19.71
1 '7 5.94 10.01 4.32 3.94 19.79
1 7 6.04 10.01 4.30 3.92 19.38
1 7 6.14 10.01 4„23 3.90 19.96
1 7 6.24 10.01 4.26 3.88 20.04
1 '7 6.34 10.01 4.24 3.86 20.13
1 7 6.54 10.00 4„21 3.82 20r.30
1 7 6.64 10.00 4.19 3.80 20.38
1 7 6.74 10.00 4.17 3.78 20.46
1 7 6.84 10.00 4.15 3.77 20.55
1 7 6„94 10.00 4.13 3.75 20.63
1 7 7.04 10.00 4.12 3.73 20.72
1 7 7.14 10.00 4.10 3.71 20.80
1 '7 7.24 10.01 4.03 3.69 20„88
1 1
`1 7.34 :1#:fr.t::r1. 4.06 3.67 20.97
.17 7.44 10.01 4.04 3■ G21.05
1 7 f „54 10„01 4.03 3.64 21.14
1 7 7.64 10..01 4.01 3.62 21.22
1 7 7.74 10.01 3.99 3.60 21.30
1 7 7.84 10.01 3.98 3.58 21.39
1 7 7„94 :10.01 3.96 3.57 21 „47
21.56
1 '7 3„04 10.01 3„943„.. 5
1 7 8.14 10.01 3.93 tl 3.53
„ 5i3�21.64 y+
1 :78.24 10.01 3.91
.913.52 11.72
1 7 8.34 10.01 3.89 3.50 21.81
1 7 8.44 10.01 3.88 3.48 21.89
1 8 8.44 10.01 3.88 3.48 21.89
.1 8 8.54 9.99 3.86 3.47 21.93
1 8 8„64 9.98 3.85 3.45 21.97
1 3 8„74 9„96 3.84 3.44 22.01
1 8 8.84 9.94 3„82 3„42 22.05
1 8 8.94 9.93 3.81 3.41 22„09
1 8 9.04 9.91 3.80 3.39 22.13
1 8 9.14 9.89 3.78 3.38 22.17
1 8 9.24 9.88 3„77 3.36
22.21
1 8 9.34 9.86 3.76 3.35 22.25
1. 8 9.44 9.85 3.74 3.34 R2.29
8 1 0.00 8.58 5.24 7.71 2.05
2 1 0„01 8.62 5.24 7.71 2.05
2 1 0.02 8„66 5.24 7.70 2.05
2 1 0.03 8.70 5.23 7.70 2.05
2 1 0.04 8.74 5.23 7.69 P„ 05
2.�r 1 0.05 8.78 j��[ 5.P3 7.69 }2.05
-
1 0.06 3„82 5.22 7.68 P„05
t2 1 0.07 8„85 5„-1t '1 „68 R„05
.) 1 0.08 63„88 5„22 7„68 2.05
2 1
0.09 8.92 5.21 7.67
2.05
2 1 0.10 8.95 5.21 7.67 2.05

2 2 0.10 8.95 5.21 7.67 2.05
2 2 0.30 9.27 4.90 7.06 2.24
2 ^ ^ 2 0.50 9.48 4.63 6.55 2.43
2 2 0.70 9.63 4.40 6.11 2.61
2 2 0.90 9.78 4.20 5.73 2.80
" 2 2 1.10 9.81 4.03 5.39 2.98
, 2 2 1.80 9.86 3.87 5.10 3.17
2 2 1.50 9.90 3.73 4.83 3.36
` 2 2 1.70 9.93 3.61 4.60 3.54
2 2 1.90 9.96 3.49 4.39 8.73
2 2 2.10 9.98 3.89 4.19 3.91
2 2 2.30 10.00 8.29 4.02 4.10
2 3 2.30 9.99 6.48 11"18 10.14
2 3 2.40 9.96 6.44 11.05 10.18
2 3 2.50 9.93 6.40 10.98 10.23
2 3 2.60 9.89 6.37 10.91 10.27
2 3 2.70 9.87 6.33 10.83 10.31
2 3 2.80 9.84 6.29 10.76 10.36
2 8 2.90 9.81 6.26 10.69 10.40
2 3 3.00 9.79 6.22 10.62 10.44
2 3 8.10 9.77 6.19 10.55 10.48
2 3 3.20 9.75 6.15 10.49 10.53
2 8 3.30 9.78 6.12 10.42 10.57
2 8 3.40 9.71 6.08 10.85 10.61
2 8 3.50 9.70 6.05 10.28 10.66
2 3 8.60 9.68 6.01 10.22 10.70
2 3 3.70 9.67 5.98 10.15 10.74
2 3 3.80 9.65 5.95 10.09 10.79
2 8 3.90 9.64 5.91 10.02 10.83
2 3 4.00 9.63 5.86 9.96 10.87
2 3 4.10 9.62 5.85 9.90 10.91
2 3 4.20 9.61 5.81 9.83 10.96
2 3 4.30 9.60 5.78 9.77 11.00
2 3 4.40 9.60 5.75 9.71 11.04
2 3 4.50 9.59 5.72 9.65 11.09
2 3 4.60 9.58 5.69 9.59 11.13
2 3 4.70 9.58 5.66 9.58 11.17
2 3 4.80 9.57 5.63 9.47 11.22
2 3 4.90 9.57 5.60 9.41 11.26
2 3 5.00 9.56 5.57 9.35 11.80
8 1 0.00 9.75 4.36 5.36 33.59
3 1 0`.10 9.73 4.84 5.38 33.71
3 1 0.20 9.71 4.32 5.80 88.82
3 1 0.30 9.69 4.30 5.28 33.93
3 1 0.40 9.68 4.29 5.25 34.04
3 1 0.50 9.66 4.27 5.22 34.15
8 1 0.60 9.64 4.25 5.20 34.26
3 1 0.70 9.62 4.24 5.17 34.37
3 1 0.80 9.60 4.22 5.14 34.48
3 1 0.90 9.59 4.20 5.12 84.59
8 2 0.90 9.49 4.61 5.96 34.94
3 2 0.96 9.36 4.55 5.86 35.01
3 2 1.02 9.24 4.48 5.76 35.08
3 2 1.08 9.12 4.42 5.65 35.14
3 2 1.14 9.02 4.36 5.56 35.21
3 2 1.20 8.9l 4.80 5.46 35.28
3 2 1.26 8.81 4.24 5.86 35.34
3 2 1.32 8.72 4.18 5.27 35.41
3 2 1.38 8.63 4.12 5.18 35.48
3 2 1.44 8.55 4.06 5.09 35.54
3 2 1.50 8.47 4.01 5.00 85.61
8 3 1.50 9.21 2.18 1.37 889.61
3 3 1.55 9.20 2.18 1.36 389.61
8 3 1.60 9.19 2.17 1.35 389.61
3 3 1.65 9.18 2.16 1.35 389.61
n 1 �'70 9'17 2'15 1.84 389.61

3 3 1.75 9.16 2.14 1.34 389.61
3 8 1.80 9.15 2.14 1.33 389.61
' 8 ^ ~ 3 1.85 9.14 2.18 1.32 3E39.61
3 3 1.90 9.13 2.1f 1.32 389.61
3 3 1.95 9.13 2.11 1.31 389.61
8 C] 2.00 9.12 2.11 1.81 3-89.61

SLIMMER
MODEL FOR LYLE CR W/ CONOVER
1.4 #BCD (30 / 14 / 6) , LOW V (S3R2)
MODEL RESULTS
Discharger n CITY OF CONOVER-NORTHEAST
Receiving Stream g EXISTING -EXPANSION
The End D.O. is 6.83 mct! 1 .
The End Ci{OD is 2.19 mg/ 1. „
The End NBOD is 1.32 rrtg / i .
WLA WLA WLA
DO Min (MOD NBOD DO Waste Flow
(mg/1) Mi1epc int Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 6.06 9.44 8
Reach 1 45.00 90.00 0.00 0.00300
Reach 2 0„00 0„00 0„00 0.00000
Reach 3 45.00 63.00 6.00 1.40000
Reach 4 0.00 0.00 0.00 0 .00000
!
Reach 5 45.00 90.00 0.00 0.09000
000
Reach 6 0.00 0.00 0.00 0.00000
Reach 7 0.00 0.00 0.00 0.00000
Reach 8 0.00 0.00 0.00 0.00000
Segment 2 6.52 0.00 1
Reach 1 45.00 90.00 0.00 0.10000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0 .:a0 0.00 0.00000
Segment 3 3.18 1.50 2
Retch 1 0.00 0.00 0.00 0.00000
Reach 2 45.00 90.00 0.00 0.22500
Reach 3 0.00 0.00 0.00 0.00000

*** MODEL SUMMARY `! DATA ***
0
Discharger u CITY OF CONOVER-NORTHEAST Ltbbasi.n „ 030832
Receiving Stream : EXISTING -EXPANSION Stream Class: C
Summer 7010 n ., Winter '7E110 8..
Design Temperature: 25..
1LEHGTH1 SLOPE VELOCITY 1 DEPTH! Kd Kd 1 Ka 1 Ka 1 KN 1 KN 1 KNR 1 KNR 1
1 mile 1 ft/mil fps 1 ft :design! 720$ :design: 120° :design: 320' 1design: 8204 1
Segment 1 1 0.381 33.001 0.101 1 0.32 1 0.44 1 0.35 1 6.68 : 5.991 0.73 i 0.50 1 0.73 : 0.00 1
Reach 1 1 1111111
1
1 1 1 I
1 1 1 F
Segment 1 1 0.34: 33.001 0.162 1 0.49 1 0.45 1 0.35 110.70 1 9.601 0.73 1 0.50 1 0.73 1 0.00 1
Reach 2 1 1
Segment 1 1 0.52: 14.501 0,401 1 1.14 1 0.38 1 0.30 111.67 1 10.47: 0.44 1 0.30 1 0.44 1 0.00 1
Reach 3 1 1 1 1 1 1 1 1
Segment 1 1 1.70: 14.50: 0.415 1 1.23 1 0.37 1 0.30 112.09 1 10.84: 0.44 1 0.30 1 0.44 1 0.00 1
Reach 4 1 1 1 1 1 13
F
Segment 1 1 2.301 14.501 0.426 1 1.26 1 0.37 1 0.30 1 8.95 1 8,031 0.44 1 0.30 1 0.44 1 0.00 1
Reach 5 1 31 1 1 1 1 1
Segment 1 1 0.10: 9.301 0.399 1 1.43 1 0.33 1 0.26 1 5.38 1 4.831 0.44 1 0.30 1 0.44 1 0.00 1
Reach 6 1 1 i 1 1 1 1 i 1
Segment 1 3.101 9.301 0.396 1 1.45 1 0.33 1 0.26 1 5.34 1 4.791 0.44 1 0.30 1 0.44 1 0.00 1
Reach 7 1 1 1 1 1
1 I 1 F 3 F 1 1
11 1 1 1 1 1 1
Segment 1 1 1.001 2.001 0.249 1 1.83 1 0.27 1 0.21 1 0.72 1 0.651 0.44 : 0.30 1 0.44 1 0.00 1
Reach 8 1 1 1 1 1 1 1 1
Segment 2 1 0.101 30.301 0.218 1 0.62 1 0.45 1 0.36 113.24 1 11.87: 0.73 1 0.50 1 0.73 1 0.00 1
Reach 1 1 1 31 1 1 1 33
1
Segment 2 1 2.201 17.001 0.209 1 0.76 1 0.36 1 0.29 1 7.15 1 6.411 0.44 1 0.30 1 0.44 1 0.00 1
Reach 2 1 1 1 1 1 1 1 1
1 1 1 1 1 1 3 1
Segment 2 1 2.701 7.601 0.282 i 1.24 1 0.31 1 0.24 1 4.31 1 3.861 0.44 1 0.30 1 0.44 1 0.00 1
Reach 3 1 i 1 1
Segment 3 1 0.901 2.001 0.296 1 2.10 1 0,27 1 0.21 1 0.86 1 0.771 0.44 1 0.30 1 0.44 1 0.00 1
Reach 1 1 1 1 1 1
F I
1 1
_ti 'AI n AA I
A AIl. 1 r AA 1 A. ni 2 A 7f:. 1 .. 1.r 1 n th I A f_l. I A 1ti 1 A LR I h AA

v...J.r rrr sr , s...rsr r.••, V.V.W r ..-.vs r r.rr r V..... . v....
1
1
1
1
1
Reach 2 1 1 f 1 1 1 i
1 1 1 1 1 1 1 1
Segment 3 1 0.501 1.001 0.130 110.00 1 0.25 1 0.20 1 0.22 1 0.201 0.44 1 0.30 1 0.44 1 0.00 1
17
N
Reach 3 1 1 1 1 1 1 1 1
1 Flow 1 CBOI) NBOD 1 D.O.
1 cfs 1 mg/ 1 1 mg/1 1 mg/ 1
Segment 1. Retch :1. (y t 0.000
Waste 1 0.005 1 �'�' >•.»1 . ;..} £..} #»} 1 I i»� n 4»} {..} h.� 1
t-iert wt er s 1 0.150 1 2.000 1 1.000 1 7.440
Tributary 1 0.000 1 2.000 1 1.000 1 7.440
• Runoff I0.000 1 2.000 0t:}} 1 1.000 1 7.440
Segment 1 Reach 2
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.400 1 2.000 1 1.000 1 7.440
* Runoff 1 0.150 1 2.000 1 1.000 1 f 7.440
Segment 1 Reach 3
Waste 1 2.170
Tributary 1 5.000
* Runoff 1 0.000
Segment 1 Reach 4
Waste 1 0.000
Tributary 1 1.600
* Runoff 1 0.000
1
45.000 1 63.000
2.000 1 1.000
2.000 1 1.000
6.000
7.440
7.440
0.000 1 0.000 1 0.000
2
.000 1 1.000 1 7.440
2.000 1 1.000 1 7.440
Segment 1 Reach 5
Waste 1 0.139 1 45.000 1 90.000
Tributary 1 0.000 1 P.000 f 1 .000
•• Runoff 1 0.570 0 1 2.000 1 1.000
Segment 1 Reach 6
Waste 1 0.000
Tributary : 1.350
* Runoff I 0.000
1
1
f
0.000 1 0.000
5.630 I 8.150
2.000 1 1.000
0.000
7.440
7,.44(
0.000
7.290
7.440
Segment I Reach 7
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.300 1 2.000 1 1.000 1 7.440
* Runoff rc11 f 1 0.000 1 2.000 1 1.000 1 7.440
Segment 1 Reach 8
Waste 1 0.000
Tributary 1 0.000
* Runoff 1 0.000
0.000 1 0.000 1 0.000
2.000 1 1.000 1 7.440
2.000 1 1.000 1 7.440
Segment 2 Reach 1.
Waste 1 0. 155 1 45.000 1 90.000 1 0.000
Headwaters! 1.100 1 2.000 1 1.000 1 7.440
Tributary 1 0.000 1 2.000 1 1.000 i 1 7.440
r•. _ _ .'_ _ �'..t• . a 1 4 ^ r••s r"s f r7 f. r. e%

J Segment 2 Reach 2
Waste 0.000 0.0€ 0 1 0.000
Tributary : 0.000 2.000 i 1 .000
• Runoff s 0.490 2.000 # 1.000
e
s
IP
II
0.000
7.440
7.440
Segment 2 Reach 3
Waste ! 0.000 i 0.000 ; 0.000 ; 0.000
Tributary 1 3.560 1 10,.700 E 17.650 1 '7.470
* Runoff 1 0..430 1 2.000 s 1.000 , 7.440
Segment 3 Reach 1
Waste 0.000 c=� ,.;;�s �y i 0.000 i, c.� > E,
Headwaters: 0.000 . �:} �i3 1.. �i3i�� i 7 „ 440
Tributary 1 0.eft i 2.000 i 1.000 i 7.440
* Runoff i 0. 000 i 2.000 i 1.000 i 7.440
Segment 3 Reach 2
Waste i 0.349 i 45.000 F 90.000 i 0.000
Tributary i 0.000 i 2.000 i 1..0} '7.4r-� ?
• Runoff 1 0.000i 2.000 i 1.000 ; 7.440
Segment 3 Reach 3
Waste i 0.000
Tributary 1193.000
* Runoff , 0.000
3
ill
i
0.000 1 0.000 1 0.000
2.000 }t0t1
0 1 {1 .000 1 7.440
2 000 i 1.000 1 7.440
* Runoff flow is in cfs/mi ie

SUMMER
MODEL FOR LYLE CR W/ CONOVER @
1.4 M(*:"'FD(30/14/6), LOW V (88R2)
Seg # | Reach # ( Seg Mi | D.O. CBOD NBOD | Flow |
1 1 0.00 7.22 3.29 3.68 0.15
1 1 0"01 7.23 8.28 8.66 0.15
1 l 0.02 7.25 3.28 3.64 0.15
1 1 0.03 7.27 8.27 3.63 0.15
1 1 0.04 7.28 3.26 3.61 0.15
1 1 0.05 7.30 8.25 3.60 0.15
1 1 0.06 7.81 3.24 3.58 0.15
1 1 0.07 7.82 3.23 3.56 0.15
1 1 0.08 7.34 3.22 3.55 0.15
1 1 0.09 7.35 3.22 3.53 0.15
1 1 0.10 7.36 3.21 3.52 0.15
1 1 0.11 7.37 3.20 3.50 0.15
1 1 0.12 7.39 3.19 8.48 0.15
1 1 0.13 7.40 3.18 3.47 0.15
1 1 0.14 7.41 3.17 3.45 0.15
1 1 0.15 7.42 8.16 3.44 0.15
1 1 0.16 7.43 3.16 3.42 0.15
1 1 0.17 7.44 3.15 8.41 0.15
1 1 0.18 7.45 8.14 3.39 0.15
1 1 0.19 7.46 3.13 8.88 0.15
J. 1 0.20 7.47 3.12 3.36 0.15
1 J. 0.21 7.47 3.11 3.85 0.15
1 1 0.22 7.4B 8.11 3.38 0.15
1 1 0.28 7.49 3.10 3.32 0.15
1 1 0.24 7.50 3.09 3.30 0.15
1 1 0.25 7.51 3.08 8.29 0.15
1 1 0.26 7.51 8.07 3.27 0.15
1 1 0.27 7.52 3.07 3.26 0.15
1 1 0.28 7.58 3.06 8.25 0.15
1 1 0.29 7.54 3.05 3.23 0.15
1 1 0.80 7.54 3.04 3.22 0.15
1 1 0.31 7.55 8.08 3.20 0.15
1 1 0.82 7.56 3.03 3.19 0.15
1 1 0"33 7.56 3.02 3.17 0.15
1 1 0.34 7.57 8.01 3.16 0.15
1 1 0.35 7.57 3.00 3.15 0.15
1 1 0.36 7.58 2.99 8.13 0.15
1 1 0.37 7.59 2.99 8.12 0.15
1 1 0.88 7.59 2.98 8.10 0.15
1 2 0.38 7.48 2.27 1.59 0.55
1 2 0.40 7.53 2.26 1.57 0.56
1 2 0.42 7.57 2.25 1.56 0.56
1 2 0.44 7.61 2.25 1.55 0.56
1 2 0.46 7.64 2.24 1.54 0.57
1 2 0.48 7.67 2.23 1.53 0.57
1 2 0.50 7.70 2.22 1.52 0.57
1 2 0.52 7.73 2.21 1.51 0.58
1 2 0.54 7.75 2.20 1.50 0.58
1 2 0.56 7.78 2.19 1.48 0.58
1 2 0.58 7.80 2.19 1.47 0.58
1 2 0.60 7.82 2.18 1.46 0.59
1 2 0.62 7.83 2.17 1.45 0.59
1 2 0.64 7.85 2.16 1.44 0.59
1 2 0.66 7.87 2.15 1.43 0.60
1 2 0.68 7.88 2.14 1.42 0.60
1 2 0.70 7.89 2.14 1.41 0.60
1 2 0.72 7.91 2.13 1.40 0.61
1 3 0.72 7.07 14.01 18.33 7.78
. ~ ^',^ -)°Cl "�C-10 ,00-1 Illy 1-.)o

- ' -- -- -
1 8 0.76 7.08 13.98 18.28 7.78
1 3 0.78 7.08 13.96 18.26 7.78
` M 3 0.80 7"08 13.95 18.24 7.78
" 1 3 0.82 7.08 13.93 18.21 7.78
1 3 0.84 7.08 13.91 18.19 7.78
" 1 3 0.86 7.08 13.90 18.16 7.78
' 1 3 0.88 7.09 13.88 18.14 7.78
1 3 0.90 7.09 13.87 18.11 7.78
"
1 3 0.92 7.09 18.85 18.09 7.78
1 8 0.94 7.09 18.83 18.07 7.78
1 3 0.96 7.09 18.82 18.04 7.78
1 8 0.98 7.09 13.80 18.02 7.78
1 3 1.00 7.09 13.79 17.99 7.78
1 3 1.02 7.10 13.77 17.97 7.78
1 3 1.04 7.10 13.75 17.94 7.78
1 8 1.06 7.10 13.74 17.92 7.78
1 3 1.08 7.10 13.72 17.90 7.78
1 3 1.10 7.10 13.71 17.87 7.78
1 8 1.12 7.10 13.69 17.85 7.78
1 3 1.14 7.10 13.67 17.82 7.78
1 8 1.16 7.11 13.66 17.80 7.78
1 3 1.18 7.11 13.64 17.78 7.78
1 3 1.20 7.11 13.63 17.75 7.78
1 3 1.22 7.11 13.61 17.73 7.78
1 3 1.24 7.11 13.60 17.70 7.78
1 4 1.24 7.17 11.62 14.85 9.38
1 4 1.34 7.20 11.55 14.76 9.38
1 4 1.44 7.28 11.49 14.66 9.38
1 4 1.54 7.25 11.43 14.57 9.88
1 4 1.64 7.27 11.36 14.47 9.38
1 4 1.74 7.29 11.80 14.38 9.38
1 4 1.84 7.31 11.24 14.29 9.38
1 4 1.94 7.32 11.18 14.19 9.38
l 4 2.04 7.33 11.12 14.10 9.38
1 4 2.14 7.34 11.06 14.01 9.88
1 4 2.24 7.36 11.00 13.92 9.88
1 4 2.34 7.37 10.94 13.83 9.38
1 4 2.44 7.37 10.88 13.74 9.38
1 4 2.54 7.38 10.82 18.65 9.38
1 4 2.64 7.39 10.76 13.56 9.38
1 4 2.74 7.40 10.70 18.48 9.38
1 4 2.84 7.40 10.64 13.39 9.38
1 4 2.94 7.41 10.58 18.30 9.38
1 5 2.94 7.80 11.09 14.43 9.52
1 5 3.04 7.28 10.97 14.26 9.57
1 5 8.14 7.26 10.86 14.09 9.63
1 5 3.24 7.24 10.75 13.92 9.69
1 5 8.34 7.23 10.64 13.76 9.74
1 5 3.44 7.22 10.54 18.60 9.80
1 5 3.54 7.22 10.43 13.44 9.86
1 5 8.64 7.21 10.33 13.29 9.91
1 5 8.74 7.21 10.22 13.13 9.97
1 5 3.84 7.21 10.12 12.98 10.03
1 5 3.94 7.21 10.02 12.83 10.09
1 5 4.04 7.21 9.93 12.69 10.14
1 5 4.14 7.22 9.83 12.54 10.20
1 5 4.24 7.22 9"73 12.40 10.26
1 5 4.34 7.22 9.64 12.26 10.31
1 5 4.44 7.23 9.54 12.12 10.37
1 5 4.54 7.24 9.45 11.98 10.43
1 5 4.64 7.24 9.86 11.85 10.48
1 5 4.74 7.25 9.27 11.71 10.54
1 5 4.84 7.26 9.18 11.58 10.60
1 5 4.94 7.27 9.10 11.45 10.66
1 5 5.04 7.27 9.01 11.33 10.71
^ = = .^ � "� o o� ^^ o: .1^ �,-)

1 5 5.24 7.29 8.84 11.08 10.83
1 6 5.24 7.89 8.49 10.75 12.18
6 5.25 7.29 8.48 10.74 12.18
" 1 6 5.26 7.28 8.48 10.74 12.18
1 6 5.27 7.28 8.47 10.73 12.18
" 1 6 5.28 7.28 8.47 10.72 12.18
" 1 6 5.29 7.27 8.46 10.72 12.18
1 6 5.30 7.27 8.46 10.71 12.18
" 1 6 5.31 7.27 8.46 10.70 12.18
1 6 5.32 7.26 8.45 10.69 12.18
1 6 5.33 7.26 8.45 10.69 12.18
1 6 5.34 7.26 8.44 10.68 12.18
1 7 5.34 7.26 8.29 10.45 12.48
1 7 5.44 7.23 8.25 10.38 12.48
1 7 5.54 7.21 8.20 10.31 12.48
1 7 5.64 7.18 8.16 10.24 12.48
1 7 5.74 7.16 8.12 10.17 12.48
1 7 5.84 7.14 8.08 10.10 12.48
1 7 5.94 7.13 8.04 10.03 12.48
1 7 6.04 7.11 8.00 9.96 12.48
1 7 6.14 7.10 7.96 9.89 12.48
1 7 6.24 7.09 7.92 9.83 12.48
1 7 6.34 7.08 7.88 9.76 12.48
1 7 6.44 7.07 7.84 9.69 12.48
1 7 6.54 7.06 7.80 9.63 12.48
1 7 6.64 7.06 7.76 9.56 12.48
1 7 6.74 7.05 7.72 9.50 12.48
1 7 6.84 7.05 7.68 9.43 12.48
1 7 6.94 7.05 7.65 9.37 12.48
1 7 7.04 7.D4 7.61 9.31 12.48
1 7 7.14 7.04 7.57 9.24 12.48
1 7 7.24 7.041 7.53 9.18 12.48
1 7 7.84 7.04 7.49 9.12 12.48
1 7 7.44 7.04 7.45 9.06 12.48
1 7 7.54 7.04 7.42 8.99 12.48
1 7 7.64 7.05 7.88 8.93 12.48
1 7 7.74 7.05 7.34 8.87 12.48
1 7 7.84 7.05 7.31 8.81 12.48
1 7 7.94 7.05 7.27 8.75 12.48
1 7 8.04 7.06 7.23 8.69 12.48
1 7 8.14 7.06 7.20 8.63 12.48
1 7 8.24 7.06 7.16 8.58 12.48
1 7 8.34 7.07 7.12 8.52 12.48
1 7 8.44 7.07 7.09 8.46 12.48
1 8 8.44 7.07 7.09 8.46 12.48
1 8 8.54 6.96 7.04 8.37 12.48
1 8 8.64 6.84 6.99 8.28 12.48
1 8 8.74 6.74 6.95 8.19 12.48
1 8 8.84 6.63 6.90 8.10 12.48
1 8 8.94 6.53 6.86 8.01 12.48
1 8 9.04 6.43 6.81 7.93 12.48
1 8 9.14 6.33 6.77 7.84 12.48
1 8 9.24 6.24 6.72 7.76 12.48
1 8 9.34 6.14 6.68 7.67 12.48
1 8 9.44 6.06 6.68 7.59 12.48
2 1 0.00 6.52 7.31 11.99 1.26
2 1 0.01 6.55 7.80 11.97 1.26
2 1 0.02 6.58 7.29 11.94 1.26
2 1 0.03 6.61 7.28 11.92 1.26
2 1 0.04 6.64 7.27 11.89 1.26
2 1 0.05 6.66 7.26 11.87 1.26
2 1 0.06 6.69 7.26 11.84 1.26
2 1 0.07 6.71 7.25 11.82 1.26
2 1 0.08 6.74 7.24 11.80 1.26
2 1 0.09 6.76 7.23 11.77 1.26
o , o ,o 4. �n � pp -1 -1 'r1 pA

_
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
ri) r13 na m ru ro ro n) ro ru n) ro ra ru ro
2 0.10 6.78 7.22 11.75 1.26
2 0.30 6.97 6.70 10.69 1.85
2 0.50 7.12 6.25 9.78 1.45
2 0.70 7.23 5.85 8.99 1.55
2 0.90 7.31 5.51 8.30 1.65
2 1.10 7.39 5.20 7.69 1.75
2 1.30 7.45 4.92 7.15 1.84
2 1.50 7.50 4.68 6.66 1.94
2 1.70 7.55 4.45 6.28 2.04
2 1.90 7.59 4.25 5.84 2.14
2 2.10 7.68 4.07 5.48 2.24
2 2.30 7.66 3.90 5.16 2.33
8 2.30 7.55 8.01 12.70 5.89
3 2.40 7.44 7.91 12.50 5.94
3 2.50 7.85 7.82 12.30 5.98
8 2.60 7.27 7.72 12.10 6.02
3 2.70 7.21 7.63 11.91 6.07
3 2. SO 7.15 7.54 11.72 6.11
3 2.90 7.09 7.45 11.54 6.15
3 3.00 7.05 7.37 11.35 6.19
3 3.10 7.01 7.28 11.18 6.24
8 3.20 6.98 7.20 11.00 6.28
3 3.30 6.95 7.11 10.83 6.32
3 3.40 6.93 7.03 10.66 6.87
3 3.50 6.91 6.95 10.49 6.41
3 3.60 6.89 6.87 10.33 6.45
3 8.70 6.88 6.79 10.17 6.50
3 3.80 6.87 6.72 10.02 6.54
3 3.90 6.87 6.64 9.86 6.58
3 4.00 6.86 6.57 9.71 6.62
3 4.10 6.B6 6.50 9.56 6.67
3 4.20 6.86 6.42 9.42 6.71
3 4.30 6.87 6.35 9.28 6.75
3 4.40 6.87 6.28 9.14 6.80
3 4.50 6.87 6.22 9.00 6.84
2 3 4.60 6.88 6.15 8.86 6.88
2 3 4.70 6.89 6.08 8.73 6.93
2 3 4.80 6.90 6.02 8.60 6.97
2 3 4.90 6.91 5.95 8.47 7.01
2 8 5.00 6.91 5.89 8.35 7.05
3 1 0.00 6.87 6.37 7.86 19.58
3 1 0.10 6.29 6.33 7.79 19.58
3 1 0.20 6.22 6.29 7.72 19.53
3 1 0.30 6.16 6.26 7.65 19.58
3 1 0.40 6.09 6.23 7.58 19.53
8 1 0.50 6.02 6.19 7.51 19.53
3 1 0.60 5.96 6.16 7.45 19.58
3 1 0.70 5,90 6.12 7.38 19.53
8 1 0.80 5.84 6.09 7.31 19.53
3 1 0.90 5.79 6.05 7.25 19.53
3 2 0.90 5.69 6.74 8.70 19.88
3 2 0.96 5.33 6.59 8.88 19.88
3 2 1.02 4.99 6.45 8.07 19.88
3 2 1.08 4.69 6.32 7.77 19.88
3 2 1.14 4.41 6.18 7.48 19.88
3 2 1.20 4.15 6.05 7.21 19.88
3 2 1.26 3.92 5.92 6.94 19.88
3 2 1.32 3.71 5.79 6.69 19.88
3 2 1.88 3.51 5.67 6.44 19.88
3 2 1.44 8.34 5.55 6.20 19.88
3 2 1.50 3.18 5.43 5.97 19.88
3 3 1.50 7.04 2.32 1.46 212.88
3 3 1.55 7.02 2.31 1.45 212.88
3 3 1.60 7.00 2.29 1.48 212.8B
3 3 1.65 6.98 2.28 1.42 212.88
in � " rm 1 o=. o o� 1 it ("I oI:, a

3 3 1"75 6.93 2.25 1.39 212.88
3 3 1.80 6 91 2 24 1 88 212 88
. . . . .
`'�l 3 1.85 6.89 2.23 1.36 212.88
c 3 3 1.90 6.87 2.21 1.85 212.88
8 3 1.95 6.85 2.20 1.83 212.88
" 3 8 2.00 6.83 2.19 1.32 212.88
� � Seo # ( Reach # | 8eg Mi D.O. OBOD 1 NBOD Flow i

SUMMER
MODEL FOR LYLE OR W/ CONOVER @
1.5 MGD,
MAX NBOD
---------- MODEL RESULTS ---------
Discharger : CITY OF CONOVER-NORTHEAST
Receiving Stream : EXISTING -EXPANSION
________________ --------------------------------------------------
The End D.O. is 7.02 mg/l.
The End CBOD is 1.98 mg/l.
The End NBOD is 1.18 mg/l.
______________________________________________________________________
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/l) (mg/1) (mgd)
-------------
Segment 1 6.76 0.72 3
Reach 1 45.00 90.00 0.00 0.00300
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 17.00 5.00 1.50000
Reach 4 0.00 0.00 0.00 0.00000
Reach 5 45.00 90.00 0.00 0.09000
Reach 6 0.00 0.00 0.00 0.00000
Reach 7 0.00 0.00 0.00 0.00000
Reach 8 0.00 0.00 0.00 0.00000
Segment 2 6.52 0.00 1
Reach 1 45.00 90.00 0.00 0.10000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000
Segment 3 5.02 1.50 2
Reach 1 0.00 0.00 0.00 0.00000
Reach 2 45.00 90.00 0.00 0.22500
Reach 3 0.00 0.00 0.00 0.00000

SUMMER
MODEL FOR LYLE �.
1.5 MGD, MAX CBOD
---------- MODEL RESULTS ----------
Discharger : CITY OF CONOVER-NORTHEAST
Receiving Stream : EXISTING -EXPANSION
------------------------------------------------
The End D.O. is 7.02 mg/l.
The End CBOD is 2.09 mg/l.
The End NBOD is 1.12 mg/l.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/l) Milepoint Reach # (mg/1) (mg/l) (mg/l) (mgd)
_____ _________ _______ ------------
Segment 1 6.76 0.72 3
Reach 1 45.00 90.00 0.00 0.00300
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 23.00 0.00 5.00 1.50000
Reach 4 0.00 0.00 0.00 0.00000
Reach 5 45.00 90.00 0.00 0.09000
Reach 6 0.00 0.00 0.00 0.00000
Reach 7 0.00 0.00 0.00 0.00000
Reach 8 0.00 0.00 0.00 0.00000
Segment 2 6.52 0.00 1
Reach 1 45.00 90.00 0.00 0.10000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000
Segment 3 5.02 1.50 2
Reach 1 0.00 0.00 0.00 0.00000
Reach 2 45'00 90.00 0.00 0.22500
Reach 3 0.00 0.00 0.00 0.00000

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SUMMER
• .MODEL FOR CONOVER SE AND OTHER
DISCHARGERS TO MCLIN CREEK
MODEL RESULTS
Discharger : CITY OF CONOVER-SOUTHEAST (PIPE 001)
Receiving Stream : MCLIN CREEK
The End D.O. is 7.47 mg/l.
The End CBOD is 10.66 mg/l.
The End NBOD is 17.58 mg/l.
Segment 1
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Segment 2
Reach 1
Segment
Reach 1
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
5.15 1.35 3
4.00
5.47
0.00 1
0.0011.
45.00 90.00 5.00 0.30000
45.00 90.00 5.00 0.30000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
45.00 90.00 0.00 0.0900C
45.00 90.00 4.00 0.10000
0.00 0.00 0.00 C.00000

*** MODEL SUMMARY DATA ***
Discharger : CITY OF CONOVER-SOUTHEAST Subbasin : 030832
-Receiving Stream : MCLIN CREEK Stream Class: C
Summer 7Q10 . 0.5 Winter 7Q10 : 1.
Design Temperature: 25.
'LENGTH( SLOPEI VELOCITY 1 DEPTH' Kd 1 Kd 1 Ka 1 Ka 1 KM 1 KY I KNR 1 KNR
mile ; fc ki! fps 1 ft !design' @20C 1designl @20= Idesigni @200 Idesigni @20°
1 11 I 1 1 1 1 1 1
Segment 1 1 0.20 28.301 0.222 1 0.54 1 0.17 1 0.33 112.85 1 11,531 0.73 1 0.50 1 0.73 1 0.08 1
,tact 1 1 1 i ► 1 i 1
1 I I i 1 i 1 1 i 1 1
Segment i 1 0,651 28.801 0.289 1 0.60 ! 0.51 1 0.41 116.69 1 14.971 0.73 1 0.50 1 0.73 1 0.00 1
Reach 2 , ' 1 1
1 iI1 1 i ? 1 1
1 1 1 i 1 i 1 1 i !
iegment 1 1 : 17.301 0.240 1 0.72 1 0.39 1 C.31 1 8.32 1 7.4461 3.44 1 0.30 1 0.44 0.00 1
Reach 1 1 I 1
i ,
I 1 1
1 1 1 M
Segment 1 1 1.1.1 10.80. 0.209 . 0.84 1 0.33 0.26 1 4.53 4.371 3.44 1 0.30 i 0.44 1
Reach 4 1 111111 1 1
0 0 1
i 1 1 1 1 1 1 i ( 1
r�. �^ r �^ i n f "� :v i i i 1 ^
Segment 1 0.1:1 1?0.801 0.22i0 1 0.91 1 0, 2 1 0.26 1 4.,3 1 0.4: 1 1 0.44 1 0.00
Rani
bull • 1 � {
1 ! i 1
.egment 1 i 0.3: 10.3C, 0.231 1 0.32 1 0,23 1 0.26
1 1
5.00 4.131 0,14 ( 3.23 1 0.44 ; 0.00 I
i 1
'qgm nb 2
Reach
• AY:
1 i 1
r� � r n n. .� '1 7 .� ( � �}j � i� •1 � � n � Ii i 1
60.611 0,225 1 0.2_ 1 1,05 t 3.83 127.4i 1 24..91 0.73 �.50 1
1 1
1
•
0.00
1 i I 1 . i 1 1
Segment 2 1 1.10. 23.50( 1.347 : 10,6: 1 0,41 124.71 22._31 0.7. 0.31 0.73 1 ..00 1
c 1 !
.. . 1 1 1 1 1 1 i
I FLOW 1 CBOD I NBOD I D.C.
c f s I mg/1 I mg/1 I mg/1 I
Segment, 1 Reach 1
Waste 1 0.465 145.000 190.000 1, 5.000
Headwaters) 0.500 I 2.000 I 1.000 I 7.440
Tributary I 0.000 1 2.000 I 1.000 I 7.440
* Runoff 1 0.210 I 2.000 1 1.000 I 7.440
Segment 1 Reach 2
T,1aste I 0.465 145.000 190.000 I 5.000
Tributary I 0.000 I 2.000 I 1.000 I 7.440
�. n,,-,.rr n n i n 1 n AAA 1 nnn 1 ? AAA

• Segment 1 Reach 3
. Waste I 0.000 j 0.000 1 0.000 ( 0.000
Tributary j 0.000 1 2.000 1 1.000 j 7.440
• * Runoff 1 0.210 1 .2.000 j 1.000 1 7.440
Segment 1 Reach 4
Waste I 0.000 1 0.000 1 0.000 I 0.000
Tributary 1 0.000 ( 2.000 1 1.000 j 7.440
* Runoff 1 0.210 2.000 1.000 ( 7.440
Segment 1 Reach 5
Waste 1 0.000 { 0.000 j 0.000 1 0.000
Tributary 1 0.400 j 2.000 1 1.000 7.440
* Runoff 1 0.360 1 2.000 { 1.000 7.440
Segment 1 Reach 6
Waste 1 0.139 1 45.000 90.000 0.000
Tributary 1 0.000 2.000 i 1.000 j 7.440
* Runoff 1 0.360 j 2.000 ( 1.000 1 7.440
Segment 2 Reach 1
Waste 1 0.155 1 45.000 j 90.000 j 4.000
Headwaters' 0.000 j 2.000 j 1.000 i 7.440
Tributary 1 0.000 ( 2.000 I 1.000 i 7.440
* Runoff 1 0.000 1 2.000 j 1.000.; 7.440
Segment 3 Reach 1
Waste 1 0.000 1 0.000 1 0.000 i 0.000
Headwaters' 0.000 j 2.000 ; 1.000 j 7.440
Tributary 1 0.000 j 2.000 j 1.000 i 7.440
* Runoff 1 0.360 1 2.000 1 1.000 ; 7.440
* Runoff flow is in cfs/zrile

Seg # I Reach # I Seg Mi I D.O.
1 1 0.00 6.26
.1 1 0.02 6.18
1 1 0.04 6.10
1 1 0.06 6.03
1 1 0.08 5.97
1 1 0.10 5.91
1 1 0.12 5.86
1 1 0.14 5.81
1 1 0.16 5.77
1 1 0.18 5.73
1 1 0.20 5.70
1 2 0.20 5.48
1 2 0.25 5.40
1 2 0.30 5.35
1 2 0.35 5.31
1 2 0.40 5.28
1 2 0.45 5.27
1 2 0.50 5.26
1 2 0.55 5.27
1 2 0.60 5.28
1 2 0.65 5.29
1 2 0.70 5.31
1 2 0.75 5.33
1 2 0.80 5.35
1 2 0.85 5.38
1 3 0.85 5.38
1 3 0.95 5.27
1 3 1.05 5.21
I 3 1.15 5.17
1 3 1.25 5.15
3 1.35 5.15
1 3 1.45 5.16
1 3 1.55 5.18
1 3 1.65 5.22
1 3 1.75 5.25
1 3 1.85 5.29
t 3 1.95 5.34
1 3 2.05 5.39
1 3 2.15 5.44
1 3 2.25 5.49
1 3 2.35 5.54
1 3 2.45 5.59
1 3 2.55 5.64
1 3 2.65 5.69
1 3 2.75 5.74
1 3 2.85 5.78
1 3 2.95 5.83
1 3 3.05 5.88
1 3 3.15 5.93
1 4 3.15 5.93
1 4 3.25 5.76
1 4 3.35 5.63
1 4 3.45 5.52
1 4 3.55 5.44
1 4 3.65 5.38
1 4 3.75 5.33
1 4 3.85 5.30
SUMMER
MODEL FOR CONOVER SE AND OTHER
DISCHARGERS TO MCLIN CREEK
CBOD I NBOD I Flow I
22.72 43.89 0.96
22.57 43.52 0.97
22.42 43.17 0.97
22.28 42.81 0.98
22.13 42.46 0.98
21.99 42.11 0.99
21.85 41.77 0.99
21.71 41.43 0.99
21.57 41.09 1.00
21.43 40.76 1.00
21.30 40.43 1.01
28.78 56.09 1.47
28.44 55.27 1.48
28.10 54.46 1.49
27.77 53.67 1.50
27.44 52.89 1.51
27.11 52.13 1.52
26.80 51.38 1.53
26.48 50.64 1.55
26.17 49.91 1.56
25.87 49.20 1.57
25.57 48.50 1.58
25.28 47.82 1.59
24.99 47.14 1.60
24.71 46.48 1.61
24.71 46.48 1.61
24.17 45.38 1.63
23.66 44.31 1.65
23.16 43.28 1.67
22.67 42.28 1.69
22.20 41.30 1.71
21.74 40.36 1.73
21.29 39.44 1.76
20.86 38.55 1.78.
20.44 37.69 1.80
20.03 36.85 1.82
19.63 36.03 1.84
19.24 35.24 1.86
18.86 34.46 1.88
18.49 33.71 1.90
18.13 32.98 1 A2
17.78 32.27 1.94
17.44 31.58 1.97
17.11 30.91 1.99
16.78 30.25 2.01
16.47 29.62 2.03
16.16 29.00 2.05
15.86 28.39 2.07
15.57 27._80 2.09
15.57 27.80 2.09
15.29 27.18 2.11
15.01 26.58 2.13
14.74 25.99 2.15
14.48 25.42 2.18
14.23 24.87 2.20
13.98 24.33 2.22
13.73 23.80 2.24
11 44 71_2A 2.26

L .1 T • V .J J • G. / .►. J . L V - ,.. . / V ... . ,.. V
1 4 4.15 5.27 13.03 22.30 2.30
• .1, 4 4.25 5.28 12.81 21.82 2.32
Q 1 5 4.25 5.60 11.22 18.76 2.72
1 5 4.26 5.60 11.20 18.72 2.73
• 1 5 4.27 5.61 11.18 18.67 2.73
1 5 4.28 5.61 11.15 18.62 2.73
1 5 4.29 5.62 11.13 18.58 2.74
• 1 5 4.30 5.62 11.11 18.53 2.74
1 5 4.31 5.62 11.09 18.49 2.74
1 5 4.32 5.63 11.07 18.44 2.75
1 5 4.33 5.63 11.04 18.40 2.75
1 5 4.34 5.64 11.02 18.35 2.75
1 5 4.35 5.64 11.00 18.31 2.76
1 5 4.36 5.65 10.98 18.26 2.76
1 5 4.37 5.65 10.96 18.22 2.77
1 6 4.37 5.38 12.59 21.66 2.91
1 6 4.40 5.40 12.52 21.51 2.92
1 6 4.43 5.41 12.45 21.36 2.93
1 6 4.46 5.42 12.38 21.21 2.94
1 6 4.49 5.44 12.31 21.06 2.95
1 6 4.52 5.45 12.24 20.92 2.96
1 6 4.55 5.46 12.17 20.77 2.97
1 6 4.58 5.48 12.10 20.63 2.98
6 4.61 5.49 12.03 20.48 2.99
1 6 4.64 5.51 11.97 20.34 3.00
1 6 4.67 5.52 11.90 20.20 3.01
2 1 0.00 4.00 45.00 90.00 0.16
2 1 0.02 4.02 44.75 89.64 0.16
2 1 0.04 4.04 44.49 89.29 0.16
1 0.06 4.06 44.24 88.93 0.16
2 1 0.08 4.08 43.99 88.58 0.16
7 1 0.10 4.10 43.74 88.23 0.16
2 1 0.12 4.12 43.49 87.87 0.16
2 1 0.14 4.14 43.25 87.53 0.16
2 1 0.16 4.15 43.00 87.18 0.16
1 0.18 4.17 42.76 86.83 0.16
2 1 0.20 4.19 42.52 86.49 0.16
1 0.22 4.21 42.28 86.14 0.16
2 1 0.24 4.23 42.04 85.80 0.16
2 1 0.26 4.25 41.80 85.46 0.16
2 1 0.28 4.27 41.56 85.12 0.16
2 1 0.30 4.29 41.33 84.78 0.16
2 1 0.32 4.30 41.09 84.44 0.16
1 0.34 4.32 40.86 84.11 0.16
2 1 0.36 4.34 40.63 83.77 0.16
2 1 0.38 4.36 40.40 83.44 0.16
2 1 0.40 4.38 40.17 83.11 0.16
2 1 0.42 4.40 39.95 82.78 0.16
2 1 0.44 4.41 39.72 82.45 0.16
2 1 0.46 4.43 39.49 82.12 0.16
2 1 0.48 4.45 39.27 81.80 0.16
2 1 0.50 4.47 39.05 81.47 0.16
1 0.52 4.49 38.83 81.15 0.16
3 1 0.00 5.47 13.22 23.18 3.17
3 1 0.10 =6.13 12.97 22.64 3.20
3 1 0.20 .6.57 12.74 22.,11 3.24
3 1 0.30 6.85 12.50 21.60 3.28
3 1 0.40 7.04 12.28 21.10 3.31
3 1 0.50 7.17 12.06 20.62 3.35
3 1 0.60 7.25 11.84 20.15 3.38
3 1 0.70 7.32 11.63 19.69 3.42
3 1 0.80 7.36 11.43 19.24 3.46
3 1 0.90 7.40 11.23 18.81 3.49
3 1 1.00 7.43 11.03 18.39 3.53
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SUMMER
MODEL FOR MULL CREEK INC.
CLAREMONT NORTH WWTP
---------- MODEL RESULTS ----------
Discharger : CLAREMONT NORTH
Receiving Stream n UT MULL CREEK
The End D.O. is 7.29 mg/l.
The End CBOD is 5.63 mg/l.
The End NBOD is 8.15 mg/l.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/l) Milepoint Reach # (mg/l) (mg/l) (mg/l} (mgd)
-----------
Segment 1 5.00 0.00 1
Reach 1 45.00 90.00 5.00 0.10000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000

*** MODEL SUMMARY DATA ***
Discharger n CL_AREMONT NORTH Gubbaevi s : 030E132
Receiving Stream : UT MULL CREEK Stream m Class: C
Summer 7Q10 e Winter 7Q10 : 0.075
D::=:sig, i Temperature: 25.
;LENGTH; SLOPE: VELOCITY 1 DEPTH! ;d 1 Kd 1 Ka 1 Ka 1 } N 1 KN 1 KNR 1 KNR 1
1 mile 1 ft/iil fps 1 ft !design! 320' 1design 220' !design! 320' tdesign1 320' 1
1
1
Segment 1 1 0.151 91.001 0.220 1 0.22 1 1.02 1 0.81 140.20 1 36.061 0.73 1 0.50 1 0.73 1 0.00 1
Reach 1 1 1 1 1 1 1 1 1 1 1 1
Segment 1 1 0.601 15.501 0.174 1 0.68 1 0.35 1 0.28 1 5.42 1 4.861 0.44 1 0.30 1 0.44 1 0.00 1
Reach 2 1 1 1
1
Segment 1 1 0.901 23.001 0.201 1 0.65 1 0.40 1 0.32 1 9.27 1 8.321 0.73 1 0.50 1 0.73 1 0.00 1
Reach 3 1 1 1 1 1 1 1 1 1 1
1 Flow c+w 1 CE(OD 1 NBOD 1 D.O.
1 cfsr 1 mg/1 1 mg/1 1 mg/ 1
Segment 1 Reach 1
Waste 1 0 . 1 s 1 45.000 1 90.000 30 1 5.000
Headwaters: 0.000 1 2.000 1 1.000 1 7.440
Tributary 1 . f �a 1 2„ {�� 3f 3 1 1.000 1 7.440
• Runoff 1 0.000 1 2.000 1 1.000 1 7.440
Segment 1 Reach 2
Waste 1 0.000 1 0.000
Tributary 1 1.000 1 2.000
* Runoff 1 0. 130 1 2.000
Segment 1 Reach 3
Waste 0.000
Tributary i 0. 000
• Runoff 1 0.130
1 0.000
1 2.000
1 2.000
* Runoff flow is in cfs7mi 1c
1
0.000 1 0.000
1.000 1 7.440
1.000 1 7.440
0.000 1 0.000
1.000 1 7.440
1.000 1 7.440

SUMMER
MODEL FOR MULL CREEK INC.
CLAREMONT NORTH WWTP
| 8eg # 1 Reach # | Seg Mi | D.O. CBOD NBOD ( Flow |
1 1 0.00 5.00 45.00 90.00 0.16
1 1 0.01 5.05 44.87 89.82 0.16
1 1 0.02 5.10 44.75 89.63 0.16
1 1 0,08 5.14 44.62 89.45 0.16
1 1 0.04 5.18 44.49 89.27 0.16
1 1 0.05 5.21 44.37 89.09 0.16
1 1 0.06 5.24 44.24 88.91 0.16
1 1 0.07 5.27 44.12 88.72 0.16
1 1 0.08 5.30 43.99 88.54 0.16
1 1 0.09 5.32 43.87 88.36 0.16
1 1 0.10 5.35 43.75 88.18 0.16
1 1 0.11 5.37 43.62 88.00 0.16
1 1 0.12 5.39 43.50 87.82 0.16
1 1 0.13 5.40 43.38 87.65 0.16
1 1 0.14 5.42 43.25 87.47 0.16
1 1 0.15 5.44 43.13 87.29 0.16
1 2 0.15 7.17 7.52 12.58 1.16
1 2 0.21 7.13 7.43 12.39 1.16
1 2 0.27 7.O9 7.34 12.20 1.17
1 2 0.33 7.07 7.25 12.01 1.18
1 2 0.39 7.04 7.16 11.83 1.19
1 2 0.45 7.03 7.08 11.65 1.19
1 2 0.51 7.01 6.99 11.47 1.20
1 2 0.57 7.00 6.91 11.30 1.21
1 2 0.63 6.99 6.83 11.13 1.22
1 2 0.69 6.99 6.75 10.96 1.23
1 2 0.75 6.99 6.67 10.80 1.23
1 3 0.75 6.99 6.67 10.80 1.23
1 8 0.84 7.02 6.55 10.50 1.24
1 8 0.93 7.06 6.44 10.20 1.26
1 8 1.02 7.09 6.83 9.91 1.27
1 3 1.11 7.12 6.22 9.64 1.28
1 3 1.2O 7.15 6.12 9.37 1.29
1 3 1.29 7.18 6.01 9.11 1.30
1 8 1.38 7.21 5.91 8.86 1.31
1 3 1.47 7.24 5.82 8.61 1.88
1 3 1.56 7.26 5.72 8.37 1.34
J. 8 1.65 7.29 5~63 8.15 1.35
| Seg # Reach # | Seg Mi D.O. CBOD NBOD Flow

WINTER
MODEL FOR CLAREMONT NORTH
@ 30/30 LIMITS
---------- MODEL RESULTS
Discharger : CLAREMONT NORTH
Receiving Stream : UT MULL CREEK
The End D.O. is 9.89 mg/l.
The End CBOD is 4.65 mg/1.
The End NBOD is 6.78 mg/l.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
______ _________ _______ ____ __________
Segment 1 3.03 0.00 1
Reach 1 45.00 90.00 0.00 0.10000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000

*** MODE#. SUMMARY DATA ***
Discharger e CLAREMONT NORTH Subb i n : 030832
Receiving Strews : UT MULL CREEK tream Class C
• Summer 7010 a Winter 7010 „ 0.075
Design Temperature: 14.
!LENGTH! SLOPE} VELOCITY ; DEPTH: Kd ; Kd ; Ka I Ka I KN I KN ; KNR { KNR
I mile ! ft/mil fps F ft 1designi 320e !design: 320' !design! 320' !design! 320'
1 1 1
Segment 1 ► 0.151 91.001 0.296 10.23 10.74 10.98 :42.54 F 48.481 0.32 10.50 10.32 10.00
Reach 1 1 1
Segment 1 1 0.601 15.50 0.246 10.72 ; 0.23 1 0.30 ; 6.0E I 6.861 0.19 4 0.30 1 0.19 10.00
Reach 2 1 t 4
1
Segment 1 1 0.901 23.00! 0.283 s 0.69 1 0.27 10.35 110.29 1 11.721 0.32 1 0.50 1 0.32 0.00
Reach 3 1
1 F 1 {..1W 1 CBOD 1 NES0i) 1 D. O. 1
s cfs 1 mg/1 I mg/1 i mg/1 i
Segment 1 Reach 1
Waste i 0.155 i 45.000 I 90.000 i 0.000
Headwaters: 0.075 1 2.000 I 1.000 1 9 .280
Tributary 1 0.000 4 2.000 I 1 .000 t 9.280
• Runoff 1 0.000 1 8.000 1 1.000 '1 9.880
' Segment 1 Reach 2
Waste , 0.000 : 0.000 1 0.000 1 0.000
Tributary 1 1.600 s 2.000 I 1 .000 1 9.280
• Runoff 4 0.800 1 2.000 1 1.000 1 9.280
Segment 1. Reach 3
tNaste? , 0.000 0.000 1 0.000 I 0.000
Tributary y1 0.000 P. 000 1 1.000 1 9.280
• Runoff )� f I 0.200 2.000 1 1.000 1 9.280
* Runoff flow is in cfs/mi 1.e

t~ m
WINTER
° MODEL FOR CLAREMONT NORTH
. @ 30/30 LIMITS
^ 8eg It | Reach # | 8eg Mi | D.O. | CBOD NBOD Flow |
1 1 0.00 3.03 30.98 60.98 0.28
" 1 1 0.01 3.56 30.93 60.94 0.23
1 1 0.02 4.04 30.88 60.90 0.23
1 1 0.08 4.48 80.84 60.86 0.23
1 1 0.04 4.89 30.79 60.82 0.23
1 1 0.05 5.26 30.74 60.78 0.28
1 1 0.06 5.60 80.69 60.74 0.23
1 1 0.07 5.92 80.65 60.70 0.23
1 1 0.08 6.20 30.60 60.66 0.23
1 1 0.09 6.47 80.55 60.62 0.28
1 1 0.10 6.71 30.51 60.58 0.28
1 1 0.11 6.98 30.46 60.54 0.23
1 1 0.12 7.13 30.41 60.50 0.23
1 1 0.13 7.31 30.37 60.46 0.28
1 1 0.14 7.48 80.82 60.43 0.23
1 1 0.15 7.64 30.27 60.39 0.23
1 2 0.15 9.07 5.55 8.46 1.83
1 2 0.21 9.14 5.51 8.39 1.84
1 2 0.27 9.2O 5.47 8.32 1.85
1 2 0.33 9.26 5.43 8.25 1.87
1 2 0.89 9.31 5.89 8.18 1.88
1 2 0.45 9.35 5.33 8.11 1.89
1 2 0.51 9.40 5.81 8.O4 1.90
1 2 0.57 9.44 5.27 7.98 1.91
1 2 0.63 9.47 5.23 7.91 1.93
1 2 0.69 9.50 5.19 7.85 1.94
1 2 0.75 9.53 5.16 7.78 1.95
1 3 0.75 9.58 15.16 7.78 1.95
1 3 0.84 9.61 5.10 7.67 1.97
1 3 0.93 9.66 5.05 7.57 1.99
1 3 1.02 9.71 4.99 7.46 2.00
1 3 1.11 9.75 4.94 7.36 2.02
1 3 1.20 9.79 4.89 7.26 2.04
1 3 1.29 9.82 4.84 7.16 2.06
1 3 1.38 9.84 4.79 7.06 2.08
1 3 1.47 9.86 4.74 6.97 2"09
1 3 1.56 9.88 4.69 6.88 2.11
1 3 1.65 9.89 4.65 6.78 2.13
Seg # | Reach # | Seg Mi | D.O. CBOD NBOD Flow |

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Facility 671.7.77 W.
Wasteflow (MGD) 0•72.—A 0
Summer/Winter (circle one)
111
nu ki
O. MG —to
- �IIII
fir N
RC:'
NH3—N
Potential effluent limit combinations:
BOD5 NH3.N
1j,t 68,9 ._
5 , o 3 5312
0.4.." / A(24) (I) yOlow17*
sJR-y
Comments:4ify G/� �r�r�Q ' /1 Alm

et,2,rw Air
4 9w Co. 0 6,44 i
0.72- iU4ore
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-?57 ; 5-,.�- _ /6 7
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4670

SUMMER ~
e*"'g-0
---------- MODEL RESULTS ------
Discharger : CITY OF CONOVER-NORTHEAST
Receiving Stream x LYLE CREEK
The End D.O. is 6.93 mg/l.
The End CBOD is 2.07 mg/l.
The End NBOD is 1.24 mg/l.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/l) (mg/l) (mg/l) (mgd)
Segment 1 6.60 9.44 8
Reach 1 45.00 90.00 0.00 0.00300
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 45.00 90.00 5.00 0.60000.
Reach 4 0.00 0.00 0.00 0.00000
Reach 5 45.00 90.00 0.00 0.09000
Reach 6 0.00 0.00 0.00 0.00000
Reach 7 0.00 0.00 0.00 0.00000
Reach 8 0.0O 0.00 0.00 0.00000
Segment 2 6.52 0.00 1
Reach 1 45.00 90.00 0.00 0.10000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000
Segment 3 3.95 1.50 2
Reach 1 0.00 0.00 0.00 0.00000
Reach 2 45.00 90.00 0.00 0.22500
Reach 3 0.00 0.00 0.00 0.00000

Seg # | Reach It ( Seg Mi | D.O. CBOD NBOD Flow
1 1 0.00 7.22 8.29 3.68 0.15
1 1 0.01 7.23 3.28 3.66 0.15
1 1 0.02 7.25 3.28 3.64 0.15
1 1 0.03 7.27 3.27 3.63 0.15
1 1 0.04 7.28 3.26 3.61 0.15
1 1 0.05 7.30 3.25 3.60 0.15
1 1 0.06 7.81 3.24 3.58 0.15
1 1 0"07 7.32 3.28 3.56 0.15
1 1 0.08 7.34 3.22 3.55 0.15
1 1 0.09 7.35 8.22 3.53 0.15
1 1 0.10 7.36 3.21 3.52 0.15
1 1 0.11 7.37 3.20 3.50 0.15
1 1 0.12 7.39 8.19 8.48 0.15
l 1 0.13 7.40 8.18 3.47 0.15
1 1 0.14 7.41 3.17 3.45 0.15
1 1 0.15 7.42 3"16 3.44 0.15
1 1 0.16 7.43 3.16 3.42 0.15
1 1 0.17 7.44 3.15 3.41 0.15
1 1 0.18 7.45 3.14 3.39 0.15
1 1 0.19 7.46 3.13 3.38 0.15
1 1 0.20 7.47 3.12 3.36 0.15
1 1 0.21 7.47 3.11 3.35 0.15
1 1 0.22 7.48 8.11 8.83 0.15
1 1 0.23 7.49 3.10 3.32 0.15
1 1 0.24 7.50 3.09 3.30 0.15
1 1 0.25 7.51 3.08 8.29 0.15
1 1 0.26 7.51 3.07 3.27 0.15
1 1 0.27 7.52 3.07 3.26 0.15
1 1 0.28 7.53 3.06 3.25 0.15
1 1 0.29 7.54 8.05 3.23 0.15
1 1 0.30 7.54 3.04 3.22 0.15
1 1 0.31 7.55 3.03 3.20 0.15
1 1 0.32 7.56 3.03 3.19 0.15
1 1 0.33 7.56 3.02 3.17 0.15
1 1 0.84 7.57 3.01 3.16 0.15
1 1 0.35 7.57 3.00 3.15 0.15
1 1 0.36 7.58 2.99 3.13 0.15
1 1 0.37 7.59 2.99 3.12 0.15
1 1 0.38 7.59 2.98 8.10 0.15
1 2 0.88 7.48 2.27 1.59 0.55
1 2 0.40 7.53 2.26 1.57 0.56
1 2 0.42 7.57 2.25 1.56 0.56
1 2 0.44 7.61 2.25 1.55 0.56
1 2 0.46 7.64 2.24 1.54 0.57
1 2 0.48 7.67 2.23 1.53 0.57
1 2 0.50 7.70 2.22 1.52 0.57
1 2 0.52 7.73 2.21 1.51 0.58
1 2 0.54 7.75 2.20 1.50 0.58
1 2 0.56 7.78 2.19 1.48 0.58
1 2 0.58 7.80 2.19 1.47 0.58
1 2 0.60 7.82 2.18 1.46 0.59
1 2 0.62 7.83 2.17 1.45 0.59
1 2 0.64 7.85 2.16 1.44 0.59
1 2 0.66 7.87 2.15 1.43 0.60
1 2 0.68 7.88 2.14 1.42 0.60
1 2 0.70 7.89 2.14 1.41 0.60
1 2 0.72 7.91 2.18 1.40 0.61
1 3 0.72 7.14 8,13 18.70 6.54

1' 3 0.74 7.14 8.12R, 13.68 6.54
1 3 0.76 7.15 8.11 13.66 6.54
1 3 0.78 7.16 8.10 13.64 6.54
1 8 0.80 7.17 8.09 13.62 6.54
" 1 3 0.82 7.18 8.08 18.60 6.54
^ 1 3 0.84 7.18 8.07 18.58 6.54
, 1 3 0.86 7.19 8.06 13.56 6.54
1 3 0.88 7.20 8.05 13.53 6.54
° 1 3 0.90 7.20 8.04 13.51 6.54
1 3 0.92 7.21 8.03 13.49 6.54
1 3 0.94 7.22 8.02 13.47 6.54
1 3 0.96 7.22 8.01 13.45 6.54
1 3 0.98 7.23 8.00 13.43 6.54
1 3 1.00 7.24 7.99 18.41 6.54
1 3 1.02 7.24 7.98 18.39 6.54
1 8 1.04 7.25 7.97 13.37 6.54
1 3 1.06 7.25 7.96 18.85 6.54
1 3 1.08 7.26 7.95 13.33 6.54
1 3 1.10 7.26 7.94 18.31 6.54
1 3 1.12 7.27 7.93 13.29 6.54
1 3 1.14 7.27 7.92 13.27 6.54
1 3 1.16 7.28 7.91 13.25 6.54
1 3 1.18 7.28 7.90 13.23 6.54
1 8 1.20 7.29 7.89 13.21 6.54
1 3 1.22 7.29 7.88 13.19 6.54
1 8 1.24 7.29 7.87 13.17 6.54
1 4 1.24 7.32 6.71 10.77 8.14
1 4 1.84 7.37 6.67 10.70 8.14
1 4 1.44 7.41 6.63 10.62 8.14
1 4 1.54 7.44 6.59 10.54 8.14
1 4 1.64 7.47 6.56 10.47 8.14
1 4 1.74 7.49 6.52 10.39 8.14
1 4 1.84 7.51 6.48 1O.32 8.14
1 4 1.94 7.58 6.44 10.24 8.14
1 4 2.04 7.55 6.40 10.17 8.14
1 4 2.14 7.56 6.36 10.10 8.14
1 4 2.24 7.58 6.83 10.02 8.14
1 4 2.34 7.59 6.29 9.95 8.14
1 4 2.44 7.60 6.25 9.88 8.14
1 4 2.54 7.61 6.21 9.81 8.14
1 4 2.64 7.61 6.18 9.74 8.14
1 4 2.74 7.62 6.14 9.67 8.14
1 4 2.84 7.68 6.10 9.60 8.14
1 4 2.94 7.64 6.07 9.53 8.14
1 5 2.94 7.51 6.72 10.89 8.28
1 5 3.04 7.52 6.65 10.74 8.33
1 5 3.14 7.54 6.58 10.60 8.89
1 5 3.24 7.56 6.52 10.47 8.45
1 5 3.34 7.57 6.45 10.38 8.50
1 5 8.44 7.58 6.38 10.20 8.56
1 5 3.54 7.59 6.32 10.07 8.62
J. 5 3.64 7.61 6.25 9.94 8.67
1 5 3.74 7.62 6.19 9.81 8.73
1 5 8.84 7.63 6.18 9.68 8.79
1 5 3.94 7.63 6.06 9.56 8.85
1 5 4.04 7.64 6.00 9.44 8.90
1 5 4.14 7.65 5.94 9.32 8.96
1 5 4.24 7.66 5.88 9.21 9.02
1 5 4.84 7.67 5.83 9.09 9.07
1 5 4.44 7.67 5.77 8.98 9.13
1 5 4.54 7.68 5.71 8.87 9.19
1 5 4.64 7.69 5.66 8.76 9.24
1 5 4.74 7.70 5.60 8.65 9.80
1 5 4.84 7.70 5.55 8.54 9.36
1 5 4.94 7.71 5.50 8.44 9.42
1 � 75 5.04 7.71 5.44 8.83 9.47

1 5 5.14 7.72 5.39 8.23 9.53
1 5 5.24 7.73 5.84 8.13 9.59
1 6 5.24 7.69 5.38 8.13 10.94
1 6 5.25 7.69 5.37 8.13 10.94
1 6 5.26 7.68 5.37 8.12 10.94
1 6 5.27 7.68 5.37 8.12 10.94
1 6 5.28 7.68 5.36 8.11 10.94
1 6 5.29 7.67 5.36 8.10 10.94
1 6 5.30 7.67 5.36 8.10 10.94
1 6 5.31 7.66 5.86 8.09 10.94
1 6 5.32 7.66 5.35 8.09 10.94
1 6 5.33 7.66 5.35 8.08 10.94
1 6 5.34 7.65 5.35 8.08 10.94
1 7 5.34 7.65 5.26 7.89 11.24
1 7 5.44 7.61 5.23 7.83 11.24
1 7 5.54 7.58 5.20 7.77 11.24
1 7 5.64 7.55 5.17 7.71 11.24
1 7 5.74 7.53 5.15 7.66 11.24
1 7 5.84 7.51 5.12 7.60 11.24
1 7 5.94 7.49 5.09 7.55 11.24
1 7 6.04 7.47 5.06 7.49 11.24
1 7 6.14 7.45 5.04 7.44 11.24
1 7 6.24 7.44 5.01 7.38 11.24
1 7 6.34 7.42 4.98 7.38 11.24
1 7 6.44 7.41 4.96 7.27 11.24
1 7 6.54 7.40 4.93 7.22 11.24
1 7 6.64 7.39 4.90 7.17 11.24
1 7 6.74 7.39 4.88 7.11 11.24
1 7 6.84 7.38 4.85 7.06 11.24
1 7 6.94 7.38 4.82 7.01 11.24
1 7 7.04 7.37 4.80 6.96 11.24
1 7 7.14 7.87 4.77 6.91 11.24
1 7 7.24 7.37 4.75 6.86 11.24
1 7 7.34 7.36 4.72 6.81 11.24
1 7 7.44 7.36 4.70 6.76 11.24
1 7 7.54 7.36 4.67 6.71 11.24
1 7 7.64 7.36 4.65 6.66 11.24
1 7 7.74 7.86 4.62 6.61 11.24
1 7 7.84 7.36 4.60 6.56 11.24
1 7 7.94 7.86 4.57 6.51 11.24
1 7 8.04 7.86 4.55 6.46 11.24
1 7 8.14 7.37 4.52 6.42 11.24
1 7 8.24 7.37 4.50 6.37 11.24
1 1-7 8.34 7.37 4.47 6.32 11.24
1 7 8.44 7.37 4.45 6.28 11.24
1 8 8.44 7.87 4.45 6.28 11.24
1 8 8.54 7.29 4.42 6.20 11.24
1 8 8.64 7.20 4.89 6.18 11.24
1 8 8.74 7.12 4.36 6.06 11.24
1 8 8.84 7.04 4.33 5.99 11.24
1 8 8.94 6.96 4.29 5.92 11.24
1 8 9.04 6.88 4.26 5.85 11.24
1 8 9.14 6.81 4.23 5.78 11.24
1 8 9.24 6.74 4.20 5.72 11.24
1 8 9.34 6.67 4.17 5.65 11.24
1 8 9.44 6.60 4.14 5.58 11.24
2 1 0.00 6.52 7.31 11.99 1.26
2 1 0.01 6.55 7.30 11.97 1.26
2 1 0.02 6.58 7.29 11.94 1.26
2 1 0.03 6.61 7.28 11.92 1.26
2 1 0.04 6.64 7.27 11.89 1.26
2 1 0.05 6.66 7.26 11.87 1.26
2 1 0.O6 6.69 7.26 11.84 1.26
2 1 0.07 6.71 7.25 11.82 1.26
2 1 0.08 6.74 7.24 11.80 1.26
2 1 0.09 6.76 7.23 11.77 1.26

2 1 0.10 6.78 7.22 1l.75 1.26
2 2 0.10 6.78 7.22 11.75 1.26
2 2 0.30 6.97 6.70 10.69 1.35
2 2 0.50 7.12 6.25 9.78 1.45
2 2 0.70 7.23 5.85 8.99 1.55
2 2 0.90 7.31 5.51 8.30 1.65
2 2 1.10 7.89 5.20 7.69 1.75
2 2 1.80 7.45 4.92 7.15 1.84
2 2 1.50 7.50 4.68 6.66 1.94
2 2 1.70 7.55 4.45 6.23 2.04
2 2 1.90 7.59 4.25 5.84 2.14
2 2 2.10 7.63 4.07 5.48 2.24
2 2 2.30 7.66 3.90 5.16 2.38
2 3 2.80 7.58 8.01 12.70 5.89
2 3 2.40 7.43 7.91 12.50 5.94
2 3 2.50 7.34 7.82 12.30 5.98
2 3 2.60 7.26 7.72 12.10 6.02
2 3 2.70 7.19 7.68 11.91 6.07
2 3 2.80 7.18 7.54 11.72 6.11
2 3 2.90 7.08 7.45 11.54 6.15
2 3 3.00 7.04 7.37 11.35 6.19
2 3 3.10 7.00 7.28 11.18 6.24
97 7.20 11.00 6.28
2 3 8.20 6.
2 3 8.80 6.94 7.11 10.83 6.32
2 3 3.40 6.92 7.03 10.66 6.87
2 3 3.50 6.90 6.95 10.49 6.41
2 3 8.60 6.89 6.87 10.83 6.45
2 3 3.70 6.88 6.79 10.17 6.50
2 3 3.80 6.87 6.72 10.02 6.54
2 3 3.90 6.86 6.64 9.86 6.58
2 3 4.00 6.86 6.57 9.71 6.62
2 3 4.10 6.86 6.50 9.56 6.67
2 3 4.20 6.86 6.42 9.42 6.71
2 8 4.30 6.86 6.35 9.28 6.75
2 3 4.40 6.87 6.28 9.14 6.80
2 8 4.50 6.87 6.22 9.00 6.84
2 3 4.60 6.88 6.15 8.86 6.88
2 3 4.70 6.89 6.08 8.73 6.93
2 3 4.80 6.89 6.02 8.60 6.97
2 3 4.90 6.90 5.95 8.47 7.01
2 3 5.00 6.91 5.89 8.35 7.05
3 1 0.00 6.72 4.82 6.65 18.29
3 1 0.10 6.66 4.79 6.59 18.29
3 1 0.20 6.60 4.76 6.52 18.29
3 1 0.30 6.54 4.73 6.46 18.29
3 1 0.40 6.48 4.71 6.40 18.29
8 1 0.50 6.42 4.68 6.34 18.29
3 1 0.60 6.37 4.65 6.28 18.29
3 1 0.70 6.32 4.62 6.22 18.29
3 1 0.80 6.26 4.60 6.16 18.29
3 1 0.90 6.22 4.57 6.10 18.29
3 2 0.90 6.10 5.33 7.67 18"64
3 2 0.96 5.79 5.21 7.39 18.64
3 2 1.02 5.51 5.10 7.12 18.64
3 2 1.08 5.24 4.99 6.85 18.64
8 2 1.14 5.00 4.89 6.60 18.64
3 2 1.20 4.79 4.78 6.36 18.64
3 2 1.26 4.58 4.68 6.12 18.64
3 2 1.32 4.40 4.58 5.90 18.64
3 2 1.88 4.24 4.48 5.68 18.64
3 2 1.44 4.09 4.39 5.47 18.64
3 2 1.50 3.95 4.29 5.27 18.64
3 3 1.50 7.18 2.20 1.38 211.64
3 3 1.55 7.11 2.19 1.86 211.64
3 3 1.60 7.09 2.18 1.35 211.64
�] 3 1.65 7.07 2.16 1.33 211.64

3 3 1.70 7.052.15 1.32 211.64
8 3 1.75 7.03 2.14 1.81 211.64
3 8 1.80 7.01 2.12 1.29 211.64
3 8 1.85 6.99 2.11 1.28 211.64
3 3 1.90 6.97 2.10 1.27 211.64
3 3 1.95 6.95 2.09 1.25 211.64
8 3 2.00 6.93 2.07 1.24 211.64

Discharger
Receiving Stream
SUMMER
MODEL RESULTS
: CITY OF CLAREMONT-SOUTHWEST WWTP(SITE 2)
: MCLIN CREEK
The End D.O. is 5.95 mg/l.
The End CBOD is 0.78 mg/l.
The End NBOD is 0.24 mg/l.
DO Min
(mg/1) Milepoint Reach
Segment 1 5.15 1.35 3
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Segment 2 4.93 0.51 2
Reach 1
Reach 2
Segment 3 5.76 0.00 1
Reach 1
Reach 2
Reach 3
Segment 4 6.52 0.00 1
Reach 1
Reach 2
Segment 5 4.65 4.20 3
Reach 1
Reach 2
Reach 3
Reach 4
WLA WLA WLA
CBOD NBOD DO Waste Flo
(mg/1) (mg/1) (mg/1) (mgd)
45.00 90.00 5.00 0.3000C.
45.00 90.00 5.00 0.30000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.0000:
45.00 90.00 4.00 0.10000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
45.00 90.00 0.00 0.20000
0.00 0.00 0.00 0.00000
45.00 90.00 0.00 0.10000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
45.00 90.00 0.00 0.2250C
0.00 0.00 0.00 0.00000

*** MODEL SUMMARY DATA ***
Discharger : CITY OF CLAREMONT-SOUTHWESSubbasin : 030832
Receiving Stream : MCLIN CREEK Stream Class: C
Summer 7Q10 : 2.53 Winter 7Q10 : 4.45
Design Temperature: 25.
(LENGTH' SLOPE' VELOCITY 1 DEPTH' Kd 1 Kd 1 Ka I Ka 1 Kk 1 Kti 1 KNR 1 KNR
1 Wile 1 ft/mil fps 1 ft 'design' €20° 'design] @200 !design@200 design i200
{ 1 1 i i 1 I
Segment 1 1 0.201 28.801 0,222 1 0.54 1 0.47 1 0,38 112.85 1 11.531 0,73 1 0.50 1 0.73 1 0.00
Reach 1 1 1 1
l 1 1 i 1 i I
Segment 1 1 0.651 28.801 0.289 j 0.60 1 0.51 j 0.41 116.69 { 14,971 0,73 0.50 0.73 10,00
Reach 2 1 1 1 I 1 1 1 ! 1 I 1
I i 1
Segment 1 1 2.301 17.30' 0.240 1 0,72 1 0.39 0.31 1 8,32 1 7.461 0.44 1 0.30 1 0.44 1 0,00
Reach 3 1 1 1
l 1 1 1 1 1 1 1 1 1 1 1
Segment 1 1 1.10j 10.801 0.209 1 0,84 1 0.33 1 0.26 1 4.53 { 4.071 0.44 1 0.30 1 0.44 1 0.00
Reach 4 I 1 1
1 1 1 1 1 1 1 1 ►. 1 1
Segment 1 1 0.481 10.801 0.222 1 0.92 1 0.32 1 0.26 1 4.82 1 4.321 0.44 1 0,30 1 0.44 10.00
Reach 5 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 I
Segment 2 1 0,301 67.801 0.173 1 0.31 1 0,68 10.54 123.55 1 21.121 0.73 1 0,50 1 0.73 1 0.00
Reach 1 1 I 1 1 1 1 1 1 1 1 1 1
{ 1 1 1 1 1 1 1 1 I 1 1
Segment 2 1 0.211 42,601 0.150 1 0.34 0.56 10.44 112.85 1 11.521 0.73 1 0.50 1 0.73 1 0.00
Reach 2 I 1 1 1 I 1 1 1 1 1 1
1 1 1 1 1 I 1 1 1 1
Segment 3 1 0.601 35.501 0.336 10.80 1 0.51 1 0.40 23.95 1 21.481 0.73 10.50 10.73 1 0.00
Reach 1 1 1 { 1 1 1 1 1 1 1 1
1 1 1 1 I 1 I I I I I
Segment 3 1 0.031 35.501 0,364 1 0,82 1 0.52 1 0.42 125.90 1 23.231 0,73 1 0.50 1 0.73 1 0.00
Reach 2 I 1
1 I 1 1 1 1 1 1 I I 1
Segment 3 1 1.201 35.501 0.371 1 0,84 1 0.52 1 0.42 26.40 123,681 0.73 1 0.50 1 0.73 1 0.00
Reach 3 I 1 1 1 1 1 1 1 1 1 1 1
1 1
Segment 4 1 0,101 30.301 0,219 1 0,62 1 0,45 1 0,36 I13.33 111,951 0,73 1 0.50 1 0.73 1 0.00
Reach i i 1 I 1 I 1 1 1 I 1 1 I
1 1 1 1 1 1 1 1 I 1 1
Segment 4 1 2.201 17.001 0.211 1 0.76 1 0.36 1 0.29 17.19 I 6.451 0.44 10.30 1 0.44 1 0.00
Reach 2 I 1 1

Segment h J 2.101 1.601 0.nZ i 1.21 ( 0 i j 0.Z4 j 4.4h 1 3.991 O. 4 10,,A U.44 ( J,00
4' Reach 1 I 1
1 { I 1 ! ( I ! 1 ! I
• Segaent 5 1 0.901 2.001 0,274 { 2,07 1 0.27 1 0.21 1 0.79 1 0.711 0,44 ! 0.30 ! 0.44 1 0.00
Reach 2 1 I I I I { I ! 1 1 ( 1
Segaent 5 0.601 2.00 0.043 5.00 0.25 0.20 0,45 0.10 0.44 0,30 0.44 0.00
Reach 3 1
1 1 1 1 1 1 1 1 1 1{ I
Segaent 5 I 3.001 1,001 0.040 110.00 1 0.25 1 0,20 1 0.22 1 0.201 0.44 10,30 1 0.44 1 0.00
Reach 4! 1 1 1 1 1 1 { 1 1 I 1
1 Flow 1 CBOD 1 NBOD I D.O. 1
1 cfs ( mg/1 ( mg/1 1 mg/1 1
Segment 1 Reach 1
Waste 1 0.465 1 45.000 1 90.000 1 5.000
Headwaters) 0.500 1 2.000 I 1.000 1 7.440
Tributary 1 0.000 I 2.000 1 1.000 I 7.440
* Runoff 1 0.210 1 2.000 I 1.000 I 7.440
Segment 1 Reach 2
Waste 1 0.465 1 45.000 1 90.000 1 5.000
Tributary 1 0.000 1 2.000 1 1.000 1 7.440
* Runoff 1 0.210 1 2.000 ( 1.000 1 7.440
Segment 1 Reach 3
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.000 I 2.000 1 1.000 1 7.440
* Runoff 1 0.210 I 2.000 1 1.000 1 7.440
Segment 1 Reach 4
Waste 1 0.000 I 0.000 I 0.000 1 0.000
Tributary 1 0.000 1 2.000 1 1.000 I 7.440
* Runoff 1 0.210 I 2.000 1 1.000 1 7.440
Segment 1 Reach 5
Waste 1 0.000 I 0.000 1 0.000 1 0.000
Tributary 1 0.400 1 2.000 1 1.000 1 7.440
* Runoff 1 0.360 I 2.000 1 1.000 1 7.440
Segment 2 Reach 1
Waste 1 0.155 1 45.000 190.000 1 4.000
Headwaters) 0.080 I 2.000 1 1.000 1 7.440
Tributary 1 0.000 I 2.000 I 1.000 1 7.440
* Runoff 1 0.057 1 2.000 1 1.000 I 7.440
Segment 2 Reach 2
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.000 I 2.000 1 1.000 1 7.440
* Runoff 1 0.057 I 2.000 1 1.000 1 7.440
Segment 3 Reach 1

waste ! u.uuu i u.uuu f u.uuu u.uuu
a..••-t Headwaters l 0.000 j 2.000 j 1.000 j 7.440
Tributary 1 0.000 j 2.000 j 1.000 7.440
* Runoff 1 0.360 I 2.000 1 1.000 1 7.440
Segment 3 Reach 2
Waste 1 0.310 145.000 1 90.000 1 0.000
Tributary 1 0.000 1 2.000 j 1.000 1 7.440
* Runoff 1 0.360 1 2.000 1 1.000 1 7.440
Segment 3 Reach 3
Waste 1 0.000 1 0.000 ( 0.000 1 0.000
Tributary 1 0.000 .( 2.000 1 1.000 ( 7.440
* Runoff 1 0.360 1 2.000 ' 1.000 J 7.440
Segment 4 Reach 1
Waste , 0.155 1 45.000 1 90.000 j 0.000
Headwaters] 1.100 1 2.000 ( 1.000 1 7.440
Tributary 1 0.000 1. 2.000 ( 1.000 i 7.440
* Runoff 1 0.478 1 2.000 1 1.000 1 7.440
Segment 4 Reach 2
Waste 1 0.000 1 0.000 1 0.000 I 0.000
Tributary I 0.000 1 2.000 1 1.000 1 7.440
* Runoff 1 0.478 1 2.000 1 1.000 1 7.440
Segment 5 Reach 1
Waste ( 0.000 1 0.000 0.000 1 0.000
Headwaters) 0.000 1 2.000 1 1.000 7.440
Tributary I 0.000 j 2.000 I 1.000 1 7.440
* Runoff 1 0.407 1 2.000 1 1.000 1 7.440
Segment 5 Reach 2
Waste t 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 10.000 1 3.130 j 2.560 1 7.420
* Runoff 1 0.000 1 2.000 1 1.000 1 7.440
Segment 5 Reach 3
Waste 1 0.349 145.000 1 90.000 1 0.000
Tributary j 0.000 1 2.000 j 1.000 1 7.440
* Runoff 1 0.000 1 2.000 1 1.000 1 7.440
Segment 5 Reach 4
Waste j 0.000 j 0.000 { 0.000 1 0.000
Tributary 1 60.000 1 2.000 1 1.000 1 7.440
* Runoff 1 0.000 1 2.000 1 1.000 1 7.440
* Runoff flow is in cfs/mile

Seg #
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
SUMMER
Reach # j Seg Mi I D.O. I CBOD I NBOD
1 0.00 6.26 22.72 43.89
1 0.02 6.18 22.57 43.52
1 0.04 6.10 22.42 43.17
1 0.06 6.03 22.28 42.81
1 0.08 5.97 22.13 42.46
1 0.10 5.91 21.99 42.11
1 0.12 5.86 21.85 41.77
1 0.14 5.81 21.71 41.43
1 0.16 5.77 21.57 41.09
1 0.18 5.73 21.43 40.76
1 0.20 5.70 21.30 40.43
2 0.20 5.48 28.78 56.09
2 0.25 5.40 28.44 55.27
2 0.30 5.35 28.10 54.46
2 0.35 5.31 27.77 53.67
2 0.40 5.28 27.44 52.89
2 0.45 5.27 27.11 52.13
2 0.50 5.26 26.80 51.38
2 0.55 5.27 26.48 50.64
2 0.60 5.28 26.17 49.91
2 0.65 5.29 25.87 49.20
2 0.70 5.31 25.57 48.50
2 0.75 5.33 25.28 47.82
2 0.80 5.35 24.99 47.14
2 0.85 5.38 24.71 46.48
3 0.85 5.38 24.71 46.48
3 0.95 5.27 24.17 45.38
3 1.05 5.21 23.66 44.31
3 1.15 5.17 23.16 43.28
3 1.25 5.15 22.67 42.28
3 1.35 5.15 22.20 41.30
3 1.45 5.16 21.74 40.36
3 1.55 5.18 21.29 39.44
3 1.65 5.22 20.86 38.55
3 1.75 5.25 20.44 37.69
3 1.85 5.29 20.03 36.85
3 1.95 5.34 19.63 36.03
3 2.05 5.39 19.24 35.24
3 2.15 5.44 18.86 34.46
3 2.25 5.49 18.49 33.71
3 2.35 5.54 18.13 32.98
3 2.45 5.59 17.78 32.27
3 2.55 5.64 17.44 31.58
3 2.65 5.69 17.11 30.91
3 2.75 5.74 16.78 30.25
3 2.85 5.78 16.47 29.62
3 2.95 5.83 16.16 29.00
3 3.05 5.88 15.86 28.39
3 3.15 5.93 15.57 27.80
4 3.15 5.93 15.57 27.80
4 3.25 5.76 15.29 27.18
4 3.35 5.63 15.01 26.58
4 3.45 5.52 14.74 25.99
4 3.55 5.44 14.48 25.42
4 3.65 5.38 14.23 24.87
4 3.75 5.33 13.98 24.33
4 3.85 5.30 13.73 23.80
4 3.95 5.28 13.49 23.28
Flow I
0.96
0.97
0.97
0.98
0.98
0.99
0.99
0.99
1.00
1.00
1.01
1.47
1.48
1.49
1.50
1.51
1.52
1.53
1.55
1.56
1.57
1.58
1.59
1.60
1.61
1.61
1.63
1.65
1.67
1.69
1.71
1.73
1.76
1.78
1.80
1.82
1.84
1.86
1.88
1.90
1.92
1.94
1.97
1.99
2.01
2.03
2.05
2.07
2.09
2.09
2.11
2.13
2.15
2.18
2.20
2.22
2.24
2.26

1 4 4.U5 b.11 13.2.6 22./8 Z.2,6
1 4 4.15 5.27 13.03 22.30 2.30
1 4 4.25 5.28 12.81 21.82 2.32
1 5 4.25 5.60 11.22 18.76 2.72
1 5 4.27 5.61 11.18 18.67 2.73
1 5 4.29 5.62 11.13 18.58 2.74
1 5 4.31 5.63 11.09 18.49 2.74
1 5 4.33 5.64 11.05 18.40 2.75
1 5 4.35 5.65 11.00 18.31 2.76
1 5 4.37 5.66 10.96 18.22 2.77
1 5 4.39 5.67 10.92 18.13 2.77
1 5 4.41 5.68 10.87 18.04 2.78
1 5 4.43 5.69 10.83 17.95 2.79
1 5 4.45 5.70 10.79 17.87 2.79
1 5 4.47 5.71 10.75 17.78 2.80
1 5 4.49 5.72 10.71 17.69 2.81
1 5 4.51 5.73 10.67 17.61 2.82
1 5 4.53 5.74 10.62 17.52 2.82
1 5 4.55 5.74 10.58 17.44 2.83
1 5 4.57 5.75 10.54 17.36 2.84
1 5 4.59 5.76 10.50 17.27 2.84
1 5 4.61 5.77 10.46 17.19 2.85
1 5 4.63 5.78 10.42 17.11 2.86
1 5 4.65 5.79 10.38 17.03 2.87
1 5 4.67 5.80 10.34 16.94 2.87
1 5 4.69 5.81 10.30 16.86 2.88
1 5 4.71 5.82 10.26 16.78 2.89
1 5 4.73 5.83 10.23 16.70 2.90
2 1 0.00 5.17 30.36 59.70 0.24
2 1 0.03 5.27 29.94 58.82 0.24
2 1 0.06 5.35 29.53 57.95 0.24
2 1 0.09 5.42 29.12 57.10 0.24
2 1 0.12 5.49 28.72 56.26 0.24
2 1 0.15 5.55 28.33 55.44 0.24
2 1 0.18 5.60 27.95 54.64 0.25
2 1 0.21 5.65 27.57 53.84 0.25
2 1 0.24 5.70 27.20 53.07 0.25
2 1 0.27 5.74 26.83 52.30 0.25
2 1 0.30 5.78 26.47 51.55 0.25
2 2 0.30 5.78 26.47 51.55 0.25
2 2 0.33 5.56 26.13 50.75 0.25
2 2 0.36 5.38 25.79 49.97 0.26
2 2 0.39 5.24 25.46 49.20 0.26
2 2 0.42 5.13 25.13 48.45 0.26
2 2 0.45 5.04 24.81 47.71 0.26
2 2 0.48 4.98 24.50 46.98 0.26
2 2 0.51 4.93 24.19 46.26 0.26
3 1 0.00 5.76 11.39 19.17 3.16
3 1 0.02 5.90 11.35 19.08 3.17
3 1 0.04 6.03 11.31 18.99 3.17
3 1 0.06 6.15 11.27 18.90 3.18
3 1 0.08 6.26 11.22 18.81 3.19
3 1 0.10 6.36 11.18 18.72 3.20
3 1 0.12 6.46 11.14 18.63 3.20
3 1 0.14 6.54 11.10 18.54 3.21
3 1 0.16 6.62 11.06 18.45 3.22
3 1 0.18 6.69 11.02 18.36 3.22
3 1 0.20 6.76 10.98 18.27 3.23
3 1 0.22 6.82 10.94 18.19 3.24
3 1 0.24 6.87 10.90 18.10 3.25
3 1 0.26 6.93 10.86 18.01 3.25
3 1 0.28 6.97 10.82 17.93 3.26
3 1 0.30 7.02 10.78 17.84 3.27
3 1 0.32 7.06 10.74 17.76 3.27
3 1 0.34 7.09 10.70 17.68 3.28
3 1 0.36 7.13 10.66 17.59 3.29

3 1 0.38 7.16 10.62 17.51 3.30
3 1 0.40 7.19 10.59 17.43 3.30
3 1 0.42 7.21 10.55 17.34 3.31
3 1 0.44 7.24 10.51 17.26 3.32
3 1 0.46 7.26 10.47 17.18 3.32
3 1 0.48 7.28 10.43 17.10 3.33
3 1 0.50 7.30 10.40 17.02 3.34
3 1 0.52 7.32 10.36 16.94 3.35
3 1 0.54 7.34 10.32 16.86 3.35
3 1 0.56 7.35 10.29 16.78 3.36
3 1 0.58 7.37 10.25 16.70 3.37
3 1 0.60 7.38 10.21 16.63 3.38
3 2 0.60 6.76 13.14 22.80 3.69
3 2 0.60 6.77 13.13 22.78 3.69
3 2 0.61 6.78 13.13 22.77 3.69
3 2 0.61 6.79 13.12 22.75 3.69
3 2 0.61 6.79 13.11 22.74 3.69
3 2 0.62 6.80 13.11 22.72 3.69
3 2 0.62 6.81 13.10 22.71 3.69
3 2 0.62 6.81 13.09 22.69 3.69
3 2 0.62 6.82 13.09 22.68 3.69
3 2 0.63 6.83 13.08 22.67 3.70
3 2 0.63 6.84 13.07 22.65 3.70
3 3 0.63 6.84 13.07 22.65 3.70
3 3 0.73 7.03 12.85 22.17 3.73
3 3 0.83 7.17 12.64 21.70 3.77
3 3 0.93 7.26 12.43 21.25 3.80
3 3 1.03 7.32 12.23 20.81 3.84
3 3 1.13 7.37 12.03 20.37 3.88
3 3 1.23 7.40 11.83 19.95 3.91
3 3 1.33 7.43 11.64 19.54 3.95
3 3 1.43 7.45 11.46 19.14 3.98
3 3 1.53 7.47 11.27 18.75 4.02
3 3 1.63 7.49 11.10 18.37 4.06
3 3 1.73 7.51 10.92 18.00 4.09
3 3 1.83 7.52 10.75 17.63 4.13
4 1 0.00 6.52 7.31 11.99 1.26
4 1 0.01 6.55 7.28 11.93 1.26
4 1 0.02 6.59 7.25 11.86 1.26
4 1 0.03 6.62 7.22 11.80 1.27
4 1 0.04 6.65 7.20 11.73 1.27
4 1 0.05 6.68 7.17 11.67 1.28
4 1 0.06 6.71 7.14 11.60 1.28
4 1 0.07 6.73 7.11 11.54 1.29
4 1 0.08 6.76 7.08 11.48 1.29
4 1 0.09 6.79 7.06 11.42 1.30
4 1 0.10 6.81 7.03 11.35 1.30
4 2 0.10 6.81 7.03 11.35 1.30
4 2 0.20 6.91 6.78 10.85 1.35
4 2 0.30 7.00 6.55 10.38 1.40
4 2 0.40 7.07 6.33 9.94 1.45
4 2 0.50 7.14 6.13 9.53 1.49
4 2 0.60 7.19 5.94 9.15 1.54
4 2 0.70 7.24 5.76 8.79 1.59
4 2 0.80 7.29 5.59 8.46 1.64
4 2 0.90 7.33 5.43 8.14 1.69
4 2 1.00 7.36 5.28 7.84 1.73
4 2 1.10 7.40 5.14 7.56 1.78
4 2 1.20 7.43 5.00 7.30 1.83
4 2 1.30 7.46 4.87 7.04 1.88
4 2 1.40 7.48 4.75 6.81 1.92
4 2 1.50 7.51 4.64 6.58 1.97
4 2 1.60 7.53 4.53 6.37 2.02
4 2 1.70 7.55 4.42 6.16 2.07
4 2 1.80 7.57 4.32 5.97 2.12
4 2 1.90 7.59 4.23 5.79 2.16

4 2 2.UU /.61 4.1J b.b1 L.l
4 2 2.10 7.63 4.05 5.44 2.26
4 2 2.20 7.65 3.96 5.28 2.31
4 2 2.30 7.66 3.88 5.13 2.35
5 1 0.00 7.57 8.26 13.09 6.48
5 1 0.10 7.47 8.16 12.90 6.52
5 1 0.20 7.38 8.07 12.71 6.56
5 1 0.30 7.30 7.98 12.52 6.60
5 1 0.40 7.22 7.90 12.33 6.65
5 1 0.50 7.16 7.81 12.15 6.69
5 1 0.60 7.11 7.73 11.97 6.73
5 1 0.70 7.06 7.64 11.80 6.77
5 1 0.80 7.02 7.56 11.62 6.81
5 1 0.90 6.98 7.48 11.46 6.85
5 1 1.00 6.96 7.40 11.29 6.89
5 1 1.10 6.93 7.32 11.13 6.93
5 1 1.20 6.91 7.24 10.96 6.97
5 1 1.30 6.89 7.16 10.81 7.01
5 1 1.40 6.88 7.09 10.65 7.05
5 1 1.50 6.87 7.01 10.50 7.09
5 1 1.60 6.86 6.94 10.35 7.13
5 1 1.70 6.86 6.87 10.20 7.17
5 1 1.80 6.85 6.80 10.06 7.22
5 1 1.90 6.85 6.73 9.91 7.26
5 1 2.00 6.85 6.66 9.77 7.30
5 1 2.10 6.85 6.59 9.63 7.34
5 1 2.20 6.86 6.52 9.50 7.38
5 1 2.30 6.86 6.45 9.37 7.42
5 1 2.40 6.87 6.39 9.23 7.46
5 1 2.50 6.88 6.32 9.11 7.50
5 1 2.60 6.88 6.26 8.98 7.54
5 1 2.70 6.89 6.20 8.85 7.58
5 2 2.70 7.19 4.45 5.27 17.58
5 2 2.80 7.13 4.43 5.22 17.58
5 2 2.90 7.08 4.40 5.17 17.58
5 2 3.00 7.02 4.37 5.12 17.58
5 2 3.10 6.97 4.35 5.07 17.58
5 2 3.20 6.92 4.32 5.02 17.58
5 2 3.30 6.86 4.30 4.97 17.58
5 2 3.40 6.82 4.27 4.92 17.58
5 2 3.50 6.77 4.24 4.87 17.58
5 2 3.60 6.72 4.22 4.83 17.58
5 3 3.60 6.59 5.01 6.48 17.93
5 3 3.62 6.50 4.98 6.40 17.93
5 3 3.64 6.40 4.94 6.32 17.93
5 3 3.66 6.31 4.91 6.24 17.93
5 3 3.68 6.23 4.87 6.17 17.93
5 3 3.70 6.14 4.84 6.09 17.93
5 3 3.72 6.06 4.80 6.01 17.93
5 3 3.74 5.98 4.77 5.94 17.93
5 3 3.76 5.90 4.73 5.87 17.93
5 3 3.78 5.82 4.70 5.79 17.93
5 3 3.80 5.75 4.66 5.72 17.93
5 3 3.82 5.68 4.63 5.65 17.93
5 3 3.84 5.60 4.60 5.58 17.93
5 3 3.86 5.54 4.57 5.51 17.93
5 3 3.88 5.47 4.53 5.44 17.93
5 3 3.90 5.41 4.50 5.37 17.93
5 3 3.92 5.34 4.47 5.31 17.93
5 3 3.94 5.28 4.44 5.24 17.93
5 3 3.96 5.22 4.40 5.17 17.93
5 3 3.98 5.17 4.37 5.11 17.93
5 3 4.00 5.11 4.34 5.05 17.93
5 3 4.02 5.06 4.31 4.98 17.93
5 3 4.04 5.01 4.28 4.92 17.93
5 3 4.06 4.96 4.25 4.86 17.93

5 J 4.U8 4.91 4.22 4.80 1/.9J
5 3 4.10 4.86 4.19 4.74 17.93
5 3 4.12 4.81 4.16 4.68 17.93
5 3 4.14 4.77 4.13 4.62 17.93
5 3 4.16 4.73 4.10 4.57 17.93
5 3 4.18 4.69 4.07 4.51 17.93
5 3 4.20 4.65 4.04 4.45 17.93
5 4 4.20 6.80 2.47 1.79 77.93
5 4 4.30 6.64 2.38 1.68 77.93
5 4 4.40 6.50 2.29 1.57 77.93
5 4 4.50 6.37 2.20 1.47 77.93
5 4 4.60 6.26 2.12 1.37 77.93
5 4 4.70 6.16 2.04 1.28 77.93
5 4 4.80 6.07 1.96 1.20 77.93
5 4 4.90 6.00 1.89 1.12 77.93
5 4 5.00 5.93 1.81 1.05 77.93
5 4 5.10 5.87 1.75 0.98 77.93
5 4 5.20 5.83 1.68 0.91 77.93
5 4 5.30 5.79 1.62 0.86 77.93
5 4 5.40 5.76 1.56 0.80 77.93
5 4 5.50 5.73 1.50 0.75 77.93
5 4 5.60 5.71 1.44 0.70 77.93
5 4 5.70 5.70 1.39 0.65 77.93
5 4 5.80 5.69 1.33 0.61 77.93
5 4 5.90 5.69 1.28 0.57 77.93
5 4 6.00 5.69 1.23 0.53 77.93
5 4 6.10 5.70 1.19 0.50 77.93
5 4 6.20 5.71 1.14 0.47 77.93
5 4 6.30 5.72 1.10 0.44 77.93
5 4 6.40 5.74 1.06 0.41 77.93
5 4 6.50 5.75 1.02 0.38 77.93
5 4 6.60 5.78 0.98 0.36 77.93
5 4 6.70 5.80 0.94 0.33 77.93
5 4 6.80 5.83 0.91 0.31 77.93
5 4 6.90 5.85 0.87 0.29 77.93
5 4 7.00 5.88 0.84 0.27 77.93
5 4 7.10 5.91 0.81 0.25 77.93
5 4 7.20 5.95 0.78 0.24 77.93
Seg # j Reach # I Seg Mi I D.O. j CBOD I NBOD j Flow 1

e l�
Discharger
Receiving Stream
MODEL RESULTS
CLAREMONT SOUTH
UT MCLIN CREEK
The
The
The
WINTEF
MODEL FOR011111111111111,TO
FIND END VALUES
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flo
(mg/1) Mi1epoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 6.76 0.00 1
Reach 1 45.00 90.00 4.00 0.10000
Reach 2 0.00 0.00 0.00 0.00000

Discharger
Receiving Stream
Summer 7Q10
**'K MODEL SUMMARY DATA * *
: CLAREMONT SOUTH
UT MCLIN CREEK
: 0.08
Design Temperature: 14.
Subbas n : 030832
Stream Classz C
Winter 7=Q10 0.17
!LENGTH' SLOPE I VELOCITY 1 DEPTH 1 Kd 1 Kd i Ka I Ka 1 KN 1 KN 1 KNR 1 KWR
mile 1 ft/mil fps 1 ft 'design' N20° 'design' a20° 'design' @20° 'design' @20°
1 i l 1 I I 1
Segment 1 ' 0,301 61.801 0.223 1 0.32 1 0,41 1 0,62 123,87 1 21,201 0,32 1 0,50 i 0,32 1 0,00
Reach 1 I 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 i
Segment 1 1 0.211 42.601 0.196 1 0.35 1 0.38 1 0,50 113.21 1 15.061 0,32 1 0,50 1 0,32 1 0.00
Reach 2 1 1 1 1 1 I I I 1 I I I
' Flow 1 CBOD 1 NEOD 1 D.O. I
1 cfs 1 mg/1 1 mg/1 1 nag/1 I
Segment 1 Reach 1
Waste 1 0.155 1 45.000 1 90.000 1 4.000
Headwaters 1 0.170 1 2.000 1 1.000 1 9.280
Tributary 1 0.000 1 2.000 1 1.000 1 9.280
* Runoff 1 0.108 I 2,000 i 1.000 i 9.280
Segment 1 Reach 2
Waste 1 0.000 1 0.000 1 0.000 1 0,000
Tributary 1 0,000 1 2.000 1 1.000 1 9.280
* Runoff 1 0.108 1 2.000 1 1.000 1 9.280
* Runoff flow is in cfs/mile

hi | DOU
1 1 O.UU 5.'Y0 1
1 ` 0.03 7,24 2'21
1 1 0.06 /.62 21.-34
i 1 0.b3 7.04 21.66
1 | O.12 8.20 2\38
1 1 0.15 8,41 21,12
1 1 �.18 8.59 2D.88
1 1 O.21 3'74 20'O1
1 ! 0.26 8.8G 2U.3G
1 � 0.27 8.98 20 11
1 1 0.3O 9,014 19.87
1 2 0'30 9.04 1U.87
| 2 0.31 9.103 1g.79
1 � 0.32 8.62 10.72
1 2 0.33 9.U2 10.8L,
1 2 0.34 9.01 19.66
1 2 O.35 Q'OO 13.49
� 2 0.36 8.80 19,41
1 2 0.37 8.9Q 1.1.34
1 2 0'38 8'99 F5.20
| 2 O.30 8,09
1 2 0.40 8.98 19.12
1 2 0.�1 8'UD 19'04
l 3 0,42 8'08 18,97
8.97 18-00
1 2 0.44 8.37 13.83
1 2 0.45 8.97 1�.78
1 2 0.46 S.Q7 18,69
1 7 0.47 8.97 18.62
1 2 O 48 8.86, 1$,55
1 2 0.40 8.36 18,48
1 2 0.30 8.88 18.41
| 2 0.61 8.86 18.34
R+aoh Sog N7 | D.O. ' C6OE,
#�NT.��
ivi`)DEL FOR CLAREMNT SOU[H TO
II|,iU [ND VLUF�
N��D i Flo* �
��'45 O.3]
�2.3.'d�
42.40 0.23
41 89 U.32
41O,34
�!.-I'00 0.34
�O'42 O.34
3S,05 O.35
38.48 05
Cl S.35
38 139 O,3O
�8 �g O.36
�G �4 0.38
36,2Q O,3b
1� O.36
�/.8Q O.Se".
37.814 0.313
37.G9 8
O.3G
�7,4O 0.j7
37.2G 0.37
.37.i? 0.37
J8.Q8 O.37
36.83 O.]7
1O.@O O.3/
�6.5G O.37
38.6.2 0.37
�8.2", 0'�7
36.14 O.]8
��^0� O,38
35.8U.38
3b.74 0.38
25.bO O.33
NGOD | Flow i