NC0024333_Speculative Limits_19980824

NPDES DOCIMENT SCANNING COVER SHEET
NC0024333
Monroe WWTP
NPDES Permit:
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Application
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
August 24, 1998
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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
August 24, 1998
Mr. Tom Frederick
City of Monroe
Post Office Box 69
Monroe, North Carolina 28111-0069
AVA
NCDENR
Subject: Speculative Effluent Limits
Monroe WWTP Proposed Expansion
Union County
Dear Mr. Frederick:
This letter is in response to your request for speculative effluent limits for a proposed
wastewater treatment plant expansion. The Division has prepared a response to your request for
speculative limits at 12.5 and 15.0 MGD.
The speculative limits were developed based on our understanding of the proposal in
addition to our understanding of present environmental conditions at the proposed discharge
location. The Division of Water Quality (DWQ) can not guarantee that an NPDES permit will
be issued at the proposed location. Final decisions can only be made after the Division receives
and evaluates a formal permit application for the Town's proposed discharge.
Environmental Assessments of New Projects
Please be aware that you will be required to evaluate this project for environmental
impacts before a permit can be issued. Anyone proposing to construct new or expanded waste
treatment facilities using public funds or public (state) lands must first prepare an environmental
assessment (EA) when wastewater flows (1) equal or exceed 0.5 MGD or (2) exceed one-third of
the 7Q10 flow of the receiving stream. DWQ will not accept a permit application for a project
requiring an environmental assessment until the Division has approved the EA and a Finding of
No Significant Impact (FONSI) has been sent to the state Clearinghouse for review and
comment.
If an Environmental Assessment is required, it should contain a clear justification for the
proposed facility. It should provide an analysis of potential alternatives, including a thorough
evaluation of non -discharge alternatives. Nondischarge alternatives or alternatives to expansion,
such as spray irrigation, water conservation, inflow and infiltration reduction or connection to a
regional treatment and disposal system, are considered to be environmentally preferable to a
surface water discharge. In accordance with the North Carolina General Statutes, the preferred
alternative must be the practicable waste treatment and disposal alternative with the least adverse
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
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Speculative Effluent Limits
Monroe WWTP Proposed Expansion
Page 2 of 2
impact on the environment. If the EA demonstrates that the project may result in a significant
adverse effect on the quality of the environment, you must then prepare an Environmental Impact
Statement. Steve Zoufaly of the Water Quality Planning Branch can provide additional
information regarding the requirements of the N.C. Environmental Policy Act. You can contact
Mr. Zoufaly directly at [phone], ext. 566.
Should you have any questions or if you need any additional information, please feel free
to contact Jeff Myhra at [phone], extension 597.
Sincerely,
,,,,,,,i,
David A. Goodrich
Supervisor, NPDES Unit
Water Quality Section
cc: Mooresville Regional Office
Central Files
NPDES Unit Files

A. (1) SPECULATIVE LIMITATIONS AND MONITORING REQUIREMENTS
Permit No. NC0024333
The following table presents speculative limits and associated monitoring requirements for the propoS d flout , elc jiansion 'to J12.5 MGD.
Preparation of these limits does not guarantee that the Division will issue a NPDES permit at the proposed'expanded'flow. In addition, it
does not guarantee that these limits will remain unchanged if a permit is issued. A complete evaluation of these limits, the monitoring
frequencies and the monitoring requirements for metals and other toxicants will be addressed upon receipt of a formal NPDES permit
application.
During the period beginning on the effective date of the permit and lasting untir'rx ..irati(on 'he Pern ltte is authorized to discharge from outfall(s)
serial number 001. Such discharges shall be limited and monitored by the Permitt 'as specified'below
...,` ,
EFFLUENT,,JN
'C AID ' cot S'TICI(t ; t 7 g ; >
:.
1. f l I'l'
.s` II IBE
M4Nt~T`O Clr V
Mobt lY
Average
Weekly
Average
Daily
Average
Measurement
FrequencyType
Sample
Sample
Locatiorii
Flow (MGD) 4"
12451MGD
-
Continuous
Recording
I or E
`BOD, 5 day, 20 °C (April 1- October 3113,
•5' 0.mg/1 `
7.5 mg/1
Daily
Composite
I, E, U, D
`BOD, 5 day, 20 °C (November 1 - March•:3112
: 'it pliig/1' .
15.0 mg/1
Daily
Composite
I, E, U, D
`Total Suspended Residue•,,_-•:�
30'mg/1
�
m 1
45.0 g/
Daily
Composite
I, E
--NH3-N (April 1 - October 31) , .. ; _ a T1
, ,;1• 0 mg/1
Daily
Composite
E, U, D
•-NH3-N (November 1 - March 31)\`• % F, :;.,
=' 2.0 mg/1
Daily
Composite
E, U, D
Dissolved Oxygen3 a' , .::), k : �: �' '
Daily
Grab
E, U, D
1 1
. PH4 r` .. , .
Daily
Grab
E
Total Residudr-Chlo ifle:: '
17 µg/ L
28 µg/ L
Daily
Grab
E
-Temperature °C . a, : ` re',
Daily
Grab
E, U, D
...Fecal Coliform(geometric mean)
200/100 ml
400/100 ml
Daily
Grab
E, U, D
,Total Nitrogen (NO+NO3+TKN)
_
Monthly
Composite
E
-Total Phosphorus.
Monthly
Composite
E
-Chronic Toxicity5 '
Quarterly
Composite
E
Notes:
1 Sample Locations: E - Effluent, I — Influent, U — Upstream at Walkup Avenue, D — Downstream (1) below discharge at NCSR 1006 and (2)
below Stewarts Creek at NCSR 1630.

A. (1) SPECULATIVE LIMITATIONS AND MONITORING REQUIREMENTS (Continued)
Permit No. NC0024333
2 The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 85% of the,respeotive in luent value (85%
removal required).
•
4
5
The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/I.'
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard 'units.
Chronic Toxicity (Ceriodaphnia) P/F at 90 percent; March, June SeptemI er, and December:
There shall be no discharge of floating solids or visible foam iiro
an tie amounts.

A. (1) SPECULATIVE LIMITATIONS AND MONITORING REQUIREMENTS
Permit No. NC0024333
The following table presents speculative limits and associated monitoring requirements for the propos`e'd to 15.0 MGD.
Preparation of these limits does not guarantee that the Division will issue a NPDES permit at the proposed expanded 'flow. In addition, it
does not guarantee that these limits will remain unchanged if a permit is issued. A complete evaluation of these limits,'the monitoring
frequencies and the monitoring requirements for metals and other toxicants will be addressed ,upon receipt .of 'a formal NPDES permit
application.
During the period beginning on the effective date of the permit and lasting until expiraon the t'ert i to . is authorized to discharge from outfall(s)
serial number 001. Such discharges shall be limited and monitored by the Permitiee `s `sp�cied below:, ;
1 grtr It [
3 {�
... ..'.- i , .. tH . ,>L.L..,...:._.
Y
: ... 1. _.........
ITS
f:{
.. . •.x:. . is
•
.,.
i"
OrtrrOIMG
,
•K' .
ioaT+Xt: h_Y
eAverage
Weekly
eeklY
: Average
il
Daily
Average
... mtei
asure.. men
Frequency
Sample
am le
Type
Sample
Locations
Flow (MGD) e
15.0t MGD
Continuous
Recording
I or E
BOD, 5 day, 20 °C (April 1- October 31)3,,
, f .5 :ape. '
7.5 mg/1
Daily
Composite
I, E, U, D
BOD, 5 day, 20 °C (November 1 - March.;,31j2
'. 10 0)mg/1 '
15.0 mg/1
Daily
Composite
I, E, U, D
Total Suspended Residue2 '7'",‘ 4.
':• 30 mg/1"`
45.0 mg/1
Daily
Composite
I, E
NH3-N (April 1 - October 31) ,,
�.' 44,0 mg/1
Daily
Composite
E, U, D
NH3-N (November 1 - Marck31)'.,' ' r^ , `...".::'
2.0 mg/1
Daily
Composite
E, U, D
Dissolved Oxygen3 r _ ,
Daily
Grab
E, U, D
PH4
Daily
Grab
Total ResiduaCl lorhle.. -. ;
17 Ng/ L
28 pg/L
Daily
Grab
E
Temperature °C r, .. .,
Daily
Grab
E, U, D
Fecal Colifor \(geomdtric mean)
200/100 ml
400/100 ml
Daily
Grab
E, U, D
Total Nitrog = (NO2+NO3+TKN)
Monthly
Composite
E
Total Phosphorus
Monthly
Composite
E
Chronic Toxicitys' ""}
Quarterly
Composite
E
Notes:
1 Sample Locations: E - Effluent, I — Influent, U — Upstream at Walkup Avenue, D — Downstream (1) below discharge at NCSR 1006 and (2)
below Stewarts Creek at NCSR 1630.

A. (1) SPECULATIVE LIMITATIONS AND MONITORING REQUIREMENTS (Continued)
Permit No. NC0024333
2 The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 85% of the: respeetiveinfluent value (85%
removal required).
3 The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/L \:.
^
4 The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
5 Chronic Toxicity (Ceriodaphnia) P/F at 90 percent; March, June Septem
There shall be no discharge of floating solids or visible foam ilrotierlian trice amounts.

Facility Notes for the Town of Monroe (NC0024333)
MEMORANDUM
TO: WLA File
FROM: Jeff Myhra
DATE: June 23, 1998
SUBJECT: Speculative Limits Development (NC0024333)
Facility Information:
Qw proposed = 12.5 or 15 MGD
Richardson Creek
03-07-14
Stream Information:
Station Number: 0212524845
Richardson Creek below Joe's Branch near Monroe
Summer 7Q,o = 0.43 cfs
Winter 7Q,o = 1.0 cfs
30Q, = 1.8 cfs
DA=71.1 mil
A request was sent to Curtis Weaver of USGS to confirm that stream information identified
above was the most recent data available (the data at station number 212524845 was prepared by
USGS in 1989). On July 2, 1998, Mr. Weaver confirmed that the information listed above was
the most up-to-date information available. Based on the confirmation of flow characteristics, a
model was run to assist in assigning limits for the expanded flow. The following assumptions
were used in the development of the speculative limits request:
• Long-term BOD analysis for the Monroe WWTP was prepared in July 1995 (a copy
of the report findings is attached to this report summary). A multiplication factor of
9.15 for CBOD/BOD, was calculated using the data outlined in this report. It was
determined that this multiplication factor was excessively high so a model was run
using 1/2 of this value (4.64) as well as the full value of 9. These multiplication factors
were used for CBOD in the model and stoich. Ratio of 4.5 for NBOD. A model was
using both multiplication factors. The model run with a multiplication factor of 4.64
indicated that the DO standard would not be violated. The model run using a
multiplication factor of 9 indicated a violation of the stream standard.
• Due to documented dissolved oxygen (D.O.) problems upstream and downstream of
the facility, the model was run to protect for D.O. at 4.8 mg/1 (this data was used in
previous models). The D.O. upstream and downstream of the facility is summarized
in the attached table. It appears that the downstream D.O. levels have improved over
the past two years.
• An analysis of the upstream data was performed to address the default stream
characteristics used in the model (the analysis of upstream data showing the 75
percentile information is attached). The default DO saturation calculated by the
model was determined to be more stringent that the data calculated using actual

Speculative Limits Development (NC0024333)
Page 2 of 2
• upstream temperature data for three years. The instream CBOD value calculated by
the model (default is 2) was changed based on the analysis of upstream BOD values.
The CBOD value was changed to 6.8 (see attached summary). A model was run
using this information along with a multiplication factor of 9. The results indicated a
violation of the DO standard.
The facility is currently operating at 9 MGD and they are permitted to increase the capacity of
the plant to 11 MGD. The facility was given limits of 5 and 2 at the time they requested a flow
increase to 9 MGD. In 1996, the facility requested a modification to the BOD, limit. They
requested that the BOD, limit be raised to 7.25 mg/1 in exchange for NH,-N limit being lowered to 1.0
mg/1 during the summer months. Also, they requested the BOD, limit be raised to 14.5 mg/1 in exchange
for a NH3-N limit being lowered to 2.0 mg/1 during the winter months.
Based on the above information an administration decision was made and speculative limits were
developed for the facility based on BAT. Several models were run for each requested flow
increase (copies of the results are attached). Each model was run to protect for 5.0 mg/1 BOD,, 1.0
mg/I NH,-N and 6.0 D.O. The following limits were assigned to the facility based on the administrative
decision and the model results:
PARAMETER
LIMITS 2 5 MGD
Summer Limits
Winter Limits
Waste Flow
12.5 MGD
12.5 MGD
BOD5
5.0 mg/1
10.0 mg/1
NH3 as N
1.0 mg/1
2.0 mg/1
D.O.
6.0 mg/1
6.0 mg/1
TSS
30.0 mg/1
30.0 mg/1
Fecal Coliform
200 / 100 ml
400 / 100 ml
Residual Chlorine
17 mil
17 mil
pH
6 — 9 S.U.
6 - 9 S.U.
PARAMETER :......
; LIMITS a7:15 MGD
Summer Limits
Winter: Limits ..,
Waste Flow
15 MGD
15 MGD
BOD5
5.0 mg/1
10.0 mg/1
NH3asN
1.0mg/1
2.0mg/1
D.O.
6.0 mg/1
6.0 mg/1
TSS
30.0 mg/1
30.0 mg/1
Fecal Coliform
200 / 100 ml
400 / 100 ml
Residual Chlorine
17 µg/ 1
17 µg/ 1
pH
6 — 9 S.U.
6 - 9 S.U.

North Carolina Division of Environmental Management
Water Quality Section / Intensive Survey Group
July 27, 1995
MEMORANDUM
To: Ruth Swanek
Through: Jay Sauber
From: Howard Bryant
Subject: Long-term BOD Analysis for Monroe WWTP, City of
DAY
0
5
10
15
20
25
30
35
40
50
60
70
80
90
100
110
120
180
BOD NH3-N
0.05
3.35 0.12
6.47 0.21
9.75 . 0.29
11.66 . 0.29
14.16 0.04
16.11 0.05
18.15.
19.78
22.36
23.87 - 0.10
25.09
26.14
26.93 0.04
27.80
28.38
28.94 0.08
31.10
Date Collected: January 26, 1995
0847-0920
NBOD:
cc: Central Files
Regional Water Quality Supervisor
County: Union
NPDES # NC0024333
Receiving Stream: Richardson Creek
Sub -basin: 030714
TKN-N NOX-N
1.8
1.7
1.9
1.8
2.0
1.8
1.5
1.2
1.1
1.1
Collected by: Wix
pH: 7.4
CBOD:
kc SuZui Qz, F
K : n-0 z
13ODa30, 64
S`"M oPSQL _
20.00
20.00
20.00
20.00
24.00
20.00
20.00
21.00
21.00
20.00
RIMED-.
TN-N
22.0
22.0
22.0
22.0
26.0
22.0
22.0
22.0
22.0
21.0
Test evaluation: excellent
Seeded: seeded
CBOD/BOD-5:
NZOO =0-0-7-0 4-5 = verZ,.aI,+ilt, 14111.1A.TOR
C$vo : 00.6H - ($ = 30.64
c.1300/B05 e,stto: 9.15

75thsheet
obs
date
BOD
temp (c)
DO
DO sat
% sat
temp (C)
BOD
17/1/97
16.10
22.40
7.22
8.67
0.83
16.00
1.00
2
1.00
22.70
7.24
8.62
0.84
16.30
1.00
3
2.70
23.80
7.14
8.45
0.85
17.00
1.10
4
2.50
25.90
6.35
8.13
0.78
17.50
1.10
5
2.30
28.50
7.90
7.76
1.02
18.00
1.20
6
3.60
26.40
6.88
8.05
0.85
18.00
1.30
7
7.30
25.40
4.94
8.20
0.60
18.50
1.34
8
5.30
26.50
6.66
8.04
0.83
18.80
1.52
9
3.50
23.50
' 6.86
8.49
0.81
19.00
1.60
10
6.10
24.00
7.35
8.42
0.87
19.10
1.60
11
•
9.30
23.80
6.52
8.45
0.77
19.20
1.60
12
5.20
23.90
6.44
8.43
0.76
19.40
1.60
13
4.70
24.20
6.58
8.38
0.78
19.70
1.71
18/1/97
3.20
24.10
6.85
8.40
0.82
19.70
1.76
2
1.20
23.80
6.63
8.45
0.78
20.00
1.80
3
2.10
25.40
6.45
8.20
0.79
20.00
1.80
4
11.90
24.80
6.77
8.29
0.82
20.00
1.90
5
2.50
23.90
6.85
8.43
0.81
20.00
1.92
6
3.50
26.20
6.38
8.08
0.79
20.00
1.92
7
3.20
25.10
6.55
8.25
0.79
20.00
2.00
8
3.60
25.70
7.73
8.16
0.95
20.00
2.00
9
5.10
25.80
7.35
8.14
0.90
20.30
2.00
10
3.80
24.60
7.38
8.32
0.89
20.30
2.00
11
3.20
26.00
6.83
8.11
0.84
20.40
2.03
12
3.30
26.90
6.99
7.98
0.88
20.40
2.05
13
3.90
24.80
6.32
8.29
0.76
20.70
2.10
1
9/1/97
10.50
25.60
6.13
8.17
0.75
21.00
2.10
2
1.76
25.30
6.39
8.22
0.78
21.00
2.20
3
3.64
24.70
8.47
8.31
1.02
21.00
2.21
4
2.03
22.50
7.77
8.66
0.90
21.00
2.27
5
2.52
21.90
7.11
8.76
0.81
21.00
2.30
6
5.63
22.20
7.44
8.71
0.85
21.00
2.32
7
10.30
22.70
7.38
8.62
0.86
21.20
2.34
8
5.67
21.90
7.52
8.76
0.86
21.30
2.38
9
4.45
24.10
7.36
8.40
0.88
21.50
2.40
10
10.20
21.50
6.59
8.83
0.75
21.90
2.40
11
2.85
19.70
6.60
9.14
0.72
21.90
2.50
12
2.59
19.40
6.65
9.20
0.72
21.90
2.50
13
10/1/97
3.00
20.40
6.69
9.02
0.74
21.90
2.50
14
5.40
20.30
6.64
9.04
0.73
22.00
2.50
15
3.90
19.70
4.94
.9.14
0.54
22.00
2.52
16
3.80
16.30
8.19
9.80
0.84
22.00
2.59
17
2.70
17.50
7.16
9.56
0.75
22.00
2.64
1
7/1/96
2.00
23.00
7.80
8.58
0.91
22.00
2.70
2
2.50
21.00
7.10
8.91
0.80
22.00
2.70
3
1.90
16.00
6.20
9.87
0.63
22.00
2.70
4
2.10
21.00
6.90
8.91
0.77
22.00
2.70
Page 1

.
.
75thsheet
5
2.00
24.00
6.50
8.42
0.77
22.00
2.70
6
2.70
22.00
7.70
8.74
0.88
22.20
2.70
7
3.30
24.00
6.00
8.42
0.71
22.20
2.70
8
2.00
24.00
6.50
8.42
0.77
22.20
2.77
9
2.90
25.00
7.10
8.26
0.86
22.30
2.78
10
1.60
25.00
7.30
8.26
0.88
22.40
2.80
11
1.80
24.00
6.80
8.42
0.81
22.40
2.85
12
2.70
22.00
6.10
8.74
0.70
22.40
2.90
13
12.00
22.00
2.30
8.74
0.26
22.50
2.90
14
2.90
24.00
4.30
8.42
0.51
22.50
2.90
15
8/1/96
3.30
24.00
4.60
8.42
0.55
22.70
2.95
16
3.10
24.00
9.00
8.42
1.07
22.70
2.99
17
3.40
24.00
7.60
8.42
0.90
22.80
3.00
18
4.40
24.00
7.40
8.42
0.88
23.00
3.00
19
4.50
22.00
6.70
8.74
0.77
23.00
3.00
20
3.60
18.00
6.10
9.46
0.64
23.00
3.10
21
2.50
21.00
8.10
8.91
0.91
23.00
3.20
22
1.30
24.00
7.10
8.42
0.84
23.00
3.20
23
1.60
25.00
8.30
8.26
1.00
23.00
3.20
24
2.80
24.00
6.80
8.42
0.81
23.20
3.20
25
4.00
22.00
5.80
8.74
0.66
23.30
3.27
26
1.00
22.00
5.80
8.74
0.66
23.40
3.30
27
2.40
24.00
5.50
8.42
0.65
23.40
3.30
28
9/1/96
2.70
23.00
6.20
8.58
0.72
23.50
3.30
29
1.80
17.00
6.30
9.66
0.65
23.50
3.30
30
11.00
23.00
4.80
8.58
0.56
23.60
3.39
31
1.10
25.00
5.10
8.26
0.62
23.80
3.40
32
4.00
24.00
5.80
8.42
0.69
23.80
3.40
33
2.70
23.00
5.80
8.58
0.68
23.80
3.40
34
1.10
20.00
6.50
9.09
0.72
23.80
3.50
35
2.90
22.00
5.80
8.74
0.66
23.80
3.50
36
4.60
20.00
7.90
9.09
0.87
23.80
3.54
37
3.80
22.00
7.20
8.74
0.82
23.90
3.56
38
4.50
20.00
6.30
9.09
0.69
23.90
3.60
39
7.30
22.00
4.60
8.74
0.53
24.00
3.60
4010/1/96
3.00
19.00
6.10
9.27
0.66
24.00
3.60
41
3.20
20.00
8.00
9.09
0.88
24.00
3.60
42
3.00
21.00
7.20
8.91
0.81
24.00
3.64
43
4.60
20.00
6.70
9.09
0.74
24.00
3.80
1
7/1/95
2.78
25.80
4.50
8.14
0.55
24.00
3.80
2
3.27
24.40
3.96
8.35
0.47
24.00
3.80
3
6.88
23.40
5.56
8.51
0.65
24.00
3.90
4
4.88
23.60
5.38
8.48
0.63
24.00
3.90
5
2.27
23.00
5.09
8.58
0.59
24.00
4.00
6
2.38
23.30
5.78
8.53
0.68
24.00
4.00
7
3.54
23.20
5.18
8.54
0.61
24.00
4.00
8
2.95
23.80
5.61
8.45
0.66
24.00
4.15
9
5.50
20.40
4.14
9.02
0.46
24.00
4.30
10
5.40
25.30
5.00
8.22
0.61
24.10
4.40
Page 2

75thsheet
Bads
11
1.92
22.30
4.31
' 8.69 0.50
24.10
4.45
12
2.40
24.20
4.65
8.38 0.55
24.20
4.50
18/1/95
7.00
21.90
6.30
8.76 0.72
24.20
4.50
2
8.80
23.80
5.10
8.45 0.60
24.40
4.60
3
5.20
23.80
5.40
8.45
0.64
24.40
4.60
4
-
2.20
23.40
6.20
8.51
0.73
24.60
4.70
5
3.30
22.50
3.60
8.66
0.42
24.70
4.88
6
1.60
25.00
7.00
8.26
0.85
24.80
5.10
7
5.20
23.50
4.10
8.49
0.48
24.80
5.20
8
-
2.00
25.20
5.30
8.23 0.64
24.90
5.20
9
7.30
24.40
4.50
8.351 0.54
25.00
5.20
10
4.00
26.60
3.70
8.02
0.46
25.00
5.30
11
6.10
22.80
5.00
8.61
0.58
25.00
5.40
12
-
4.30
24.90
3.30
8.28
0.40
25.00
5.40
13
-
3.40
21.90
7.00
8.76
0.80
25.00
5.50
14
-
3.40
22.40
5.50 8.67
0.63
25.10
5.63
15
1.60
23.00
5.80 8.58 0.68
25.20
5.67
19/1/95
1.34
20.70
7.01 8.961 0.78
25.30
6.10
2
-
2.64
20.30
6.68' 9.041 0.74
25.30
6.10
3
3.60
21.00
4.98
8.911 0.56
25.40
6.88
4
4.15
20.00
6.40
9.09! 0.70
25.40
7.00
5
2.70
22.20
7.18
8.71 0.82
25.60
7.30
6
2.21
22.20
6.60
8.71 0.76
25.70
7.30
7
-
2.05
20.00
7.25
9.09 0.80
25.80
7.30
8
2.99
21.30
5.64
8.86 0.64
25.80
8.80
9
1.71
22.40
6.64
8.67 0.77
25.90
9.30
10
11
�
2.34
18.80
6.19 9.31
0.66
26.00
10.20
2.32
19.10
6.99, 9.25
0.76
26.20
10.30
12
-
2.77
19.20
7.42 9.24
0.80
26.40
10.50
1310/1/95
3.39
21.20
7.05 8.88
0.79
26.50
11.00
14
-
1.92
21.00
6.75 8.91
0.76
26.60
11.90
15
3.56
18.50
7.051 9.37
0.75
26.90
12.00
16
1.52
18.00
7.71 9.46
0.81
28.50
16.10
####
--
avg. 8.63
0.74
24.1
4.45
fi
z 2
j) 0. ✓ r , (9,
70 Y0 S-,1,4,4ka, 7. 3
/- S
7S% Lc
�- ; 2y
70% • SB
Page 3
75; pr,Q,.Nlt
Le,../ /)
C V s x ! .sr uaj
6", 9 .------7_4./ ,.ism z_ 0 �.

MONROE WWTP INSTREAM DATA
Monthly Averages
71,0,43
6.0
Date
UPSTREAM DATA
DOWNSTREAM AT SR 1006
DOWNSTREAM AT SR 1630
DO
(mg/1)
DO
Minimum
(mg/1)
BODS
(mg/1)
BODS
Maximum
(mg/1)
DO
(mg/1)
DO
Minimum
(mg/1)
BODS
(mg/I)
BODS
Maximum
(mg/I)
DO
(mg/I)
DO
Minimum
(mg/I)
BODS
(mg/I)
BOD5
Maximum
(mg/I)
2/98
8
7.5
4.65
6.5
8.125
7.5
5.475
7.5
8.15
7.3
4.85
7.3
1/98
9.4
9.3
6.35
13.6
9.1
9
5.425
9.1
9.05
8.7
5.475
7
12/97
11.9
8
4.1
6.4
10.04
8.2
4
6.3
9.76
8.4
4.38
7.5
11/97
7.575
5.9
3.8
5.4
7.3
5.6
3.45
5.2
7.9
5.2
2.8
3.7
10/97
6.724
4.94
3.76
5.4
6.684
5.38
3.38 1
5.3
7.936
7.02
2.84
3.8
09/97
7.118
6.13
5.178
10.5
7.264
6.38
3.909
10
7.628
6.49
3.606
6.29
08/97
6.852
6.32
3.885
11.9
7.27
6.55
3.485
6.8
7.479
6.63
2.777
5.2
7/97
6.775
4.94
5.354
16.1
6.382
5.89
5.438
12.4
6.52
5.48
4.7
9.7
6/97
6.216
5.3
4.925
10.7
6.35
5.3
3.9
10.5
6.55
5.6
3.85
12
5/97
6.676
6.19
5.538
11.7
8.1
6.95
4.422
10.42
7.786
6.85
5
14.4
4/97
7.665
6.74
3.6
3.1
7.965
6.95
1.6
3.2
7.653
6.67
3
4.6
3/97
10.53
9.79
3.98
5.5
9.95
9.37
3.98
8.1
9.97
9.44
4
6.7
2/97
10.83
9.64
2.94
4.1
10.41
9.19
3.02
4.4
10.67
9.3
3.95
3.9
1/97
11.29
10.87
3.72
5.2
10.97
10.29
3.64
4.97
10.83
10.13
3.65
5.88
12/96
10.7
9.8
3.9
5.2
10.2
9.6
2.7
3.3
10.3
9.5
2.7
2.9
11/96
8.3
6.0
1.3
1.5
8.2
6.8
1.3
1.6
8.3
6.5
1.7
3.3
10/96
7.0
6.1
3.5
3.2
7.6
6.6
1.9
2.7
8.2
6.7
2.0
2.6
09/96
6.0
4.8
4.0
11.0
6.2
4.7
2.4
8.5
6.3
4.7
3.0
10.0
08/96
6.8
4.6
2.9
4.5
6.9
5.7
2.3
3.9
7.2
6.2
2.3
4.0
07/96
6.3
2.3
3.0
12.0
6.3
5.5
2.1
3.1
6.5
5.1
2.0
2.6
06/96
6.7
4.5
4.4
8.6
7.0
6.0
3.1
5.8
6.9
5.8
4.1
9.2
05/96
5.7
4.4
2.9
3.7
6.9
6.1
2.7
3.4
7.1
6.4
2.7
3.3
04/96
7.0
5.0
4.6
8.2
7.8
5.5
3.25
3.9
8.0
6.1
3.12
3.4
03/96
10.1
9.4
5.9
8.0
10.2
9.5
4.6
7.3
10.1
9.4
4.5
7.9
02/96
11.1
9.0
3.51
4.98
10.5
8.1
3.44
4.96
10.6
8.5
3.93
6.09
01/96
12.2
11.6
4.47
7.18
11.9
11.3
4.11
6.30
12.0
11.4
4.67
6.50

NC0025909
Facility:Monroe WWTP
Discharge to: Richardson Creek
Stream class and index #: C
Residual Chlorine
7Q10 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (UG/L)
UPS BACKGROUND LEVEL (UG/L)
IWC (%)
Allowable Conc. (ug/I)
Fecal Limit
Ratio of 0.0 :1
0.43
12.5
19.375
17.0
0
97.83
17.38
Ammonia as NH3
(summer)
7Q10 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (MG/L)
UPS BACKGROUND LEVEL (MG/L)
IWC (%)
Allowable Concentration (mgll)
Ammonia as NH3
(winter)
7Q10 (CFS)
200/100m1 DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (MG/L)
UPS BACKGROUND LEVEL (MG/L)
IWC (%)
Allowable Concentration (mg/I)
0.43
12.5
19.375
1.0
0.22
97.83
1.02
minimum = 2
1
12.5
19.375
1.8
0.22
95.09
1.88
minimum = 4

NC0025909
Facility:Monroe VWVf P
Discharge to: Richardson Creek
Stream class and index #: C
Residual Chlorine
7Q10 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (UG/L)
UPS BACKGROUND LEVEL (UG/L)
IWC (%)
Allowable Conc. (ug/I)
Fecal Limit
Ratio of 0.0 :1
Ammonia as NH3
(summer)
0.43 7Q10 (CFS)
15 DESIGN FLOW (MGD)
23.25 DESIGN FLOW (CFS)
17.0 STREAM STD (MG/L)
0 UPS BACKGROUND LEVEL (MG/L)
98.18 IWC (%)
17.31 Allowable Concentration (mg/I)
Ammonia as NH3
(winter)
7Q10 (CFS)
200/100mI DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (MG/L)
UPS BACKGROUND LEVEL (MG/L)
IWC (%)
Allowable Concentration (mg/I)
0.43
15
23.25
1.0
0.22
98.18
1.01
minimum = 2
1
15
23.25
1.8
0.22
95.88
1.87
minimum = 4

*** MODEL SUMMARY DATA ***
Discharger : CITY OF MONROE
Receiving Stream : RICHARDSON CREEK
Summer 7Q10 : 0.43
Design Temperature: 26.0
6ubbasin : 030714
Stream Class: C
Winter 7Q10 : 1.0
'LENGTH' SLOPE' VELOCITY 1 OEPTHI Kd 1 Kd 1 Ka 1 Ka 1 KN 1 KN 1 KNR 1 KNR 1 SO0 I SOO
1 mile 1 ft/ei 1 fps 1 ft (design) @20° 'design ) @20° 'design' @20° 'design ) @20° Idesign) @20°
I I I I I I I I I I I I I I
Segment 1 1 1.151 2.401 0.275 1 1.87 1 0.00 1 0.21 1 0.00 1 2.651 0.00 1 0.30 1 0.00 1 0.00 1 0.00 1 0.00
Reach 1 1 I I 1 1 1 1 1 1 ! 1 1 I
I I I I I I I I I I I I I I
Segment 1 1 2.401 2.401 0.257 1 1.94 1 0.00 1 0.21 1 0.00 1 2.421 0.00 1 0.30 1 0.00 1 0.00 1 0.00 1 0.00
Reach 2 1 I I 1 1 1 1 1 1 1 1 1 I
I I I I I I I I I I I I I I
Segment 1 1 0.151 2.401 0.231 1 2.06 1 0.00 1 0.21 1 0.00 1 2.091 0.00 1 0.30 1 0.00 1 0.00 1 0.00 1 0.00
Reach 3 I I I 1 1 1 1 1 1 1 1 1
I I I I I I I I I I I I I I
Segment 1 1 1.651 5.001 0.282 1 1.87 1 0.00 1 0.22 1 0.00 1 2.691 0.00 1 0.30 1 0.00 1 0.00 1 0.00 1 0.00
Reach 4 I I I 1 1 1 1 1 1 1 1 1 I
I I I I I I I I I I I I I I
Segment 1 1 0.401 5.001 0.275 11.89 1 0,00 10.22 1 0.00 1 2.601 0.00 10.30 1 0.00 10.00 10.00 10.00
Reach 5 1 I I 1 1 1 1 1 1 1 1 1 1
I I I I I I I I I I I I I I
Segment 1 1 0.601 16.701 0.388 1 1.59 1 0.00 1 0.28 1 0.00 1 4.001 0.00 1 0.30 1 0.00 1 0.00 1 0.00 1 0.00
Reach 6 1 I I 1 ! 1 1 1 1 1 1 1 I
I I 'I I I• I 1 1 1 1 1 1
Segment 1 1 0.901 7.701 D.302 1 1.81 1 0.00 1 0,23 1 0.00 1 2.921 0.00 1 0.30 1 0.00 1 0.00 1 0.00 1 0.00
Reach 7 1 I I. ! 1 1 1 1 1 1 1 1 I
! I I
Segment 1 1 0.401 7.701 0.299 1 1.82 1 0.00 1 0.23 1 0.00 1 2.991 0.00 1 0.30 1 0.00 1 0.00 1 0.00 1 0.00
Reach 8 I I I 1 1 1 1 1 1 1 1 1 I
I I I I I I I I I I I I I I
Segment 1 1 0.851 11.801 0.338 1 1,71 1 0.00 1 0.25 1 0.00 1 5.181 0.00 1 0.30 1 0.00 1 0.00 1 0.00 1 0.00
Reach 9 I I I 1 1 1 1 1 1 1 1 1 I
•
I I I I I I I I I I I I I I
Segment 2 1 0.651 6.251 0.280 1 1.88 1 0.00 1 0.23 1 0.00 1 2.281 0.00 1 0.30 1 0.00 1 0.00 1 0.00 1 0.00
Reach 1 1 I I 1 1 1 1 1 1 1 1 1 I
I I I 1 1 1 1 1 1 1 1 1 l l
Segment 2 1 0.951 6.251 0.276 1 1.89 1 0.00 1 0.23 1 0.00 1 2.251 0.00 10.30 1 0.00 10.00 10.00 10,00
Reach 2 1 I I 1 1 1 1 1 1 1 1 1 I
I I I 1 1 1! I 1 1 1 1 l l
Segment 2 1 2.301 3.701 0.237 1 2.05 1 0.00 1 0.21 1 0.00 1 1.141 0.00 1 0.30 1 0.00 1 0.00 1 0.00 1 0.00
Reach 3 1 I I 1 1 1 1 1 1 1 1 1 I
I I I I I 1 1 1 1 1 1 1 l l
Segment 2 1 0.401 3.701 0.234,.1 2.06 1 0.00 1 0.21 1 0.00 1 1,121 0.00 1 0.30 1 0.00 1 0.00 1 0.00 1 0.00
Reach 4 I I I I I I I I I I I I

l 9- ° #Grp s.�!
5X w�
-1-. Mod; 6bi'vt
iS
C6tlb yytagee
- o
oDs
g S1l/1 /;,41e7L5

1 1 1 1 1 1 1 1 1 1 1 1 1 1
Segment 2 1 0.601 16.701 0.361 1 1.66 1 0.00 1 0.21 1 0,00 I 1.851 0.00 10.30 1 0.00 10.00 1 0.00 1 0.00
Reach 5 I I I 1 ! I I I I I I I I
1 1 1 1 1 1 1 1 1 1 1 1 1 1
Segment 2 1 0.301 6.251 0.211 1 1.92 1 0.00 1 0.22 1 0.00 1 2.211 0.00 1 0.30 1 0.00 1 0.00 ( 0.00 1 0.00
Reach s l I I I I I I I I I I I I
1 1 1 1 1 1 1 1 1 1 1 1 1 1
Segment 2 1 1.301 6.251 0.260 1 1,91 1 0.00 1 0.22 1 0.00 1 2.121 0.00 1 0.30 1 0.00 1 0.00 1 0.00 1 0.00
Reach 1 1 I I I I I I 1 I I I I I
1 1 1 1 1 1 1 1 1 1 1 1 1 1
Segment 2 1 1.101 1,601 0.215 1 1.92 1 0.00 1 0.23 1 0.00 1 2.111 0.00 1 0.30 1 0.00 1 0.00 1 0.00 1 0.00
Reach s l I I I I I I I I I I I
1 1 1 1 1 1 1 1 1 1 1 1 1 1
Segment 2 1 0.451 1.601 0.211 1 1.94 10.00 1 0.23 1 0.00 1 2.681 0.00 1 0.30 1 0.00 1 0.00 1 0.00 1 0.00
Reach 9 1 I I I I I I I I I I I l
1 1 1 1 1 1 1 1 1 1 1 1 1 1
Segment 3 I 1.101 1.601 0.210 1 1, 95 1 0.00 1 0.23 ► 0.00 1 2.611 0.00 1 0.30 1 0.00 10.00 1 0.00 1 0.00
Reach t l I I I I I I I 1 I I I I
I Flow 1 OSOD 1 NBOD I D.O. 1
1 cfs 1 mg/1 1 mg/1 1 mg/1 I
Segment 1 Reach 1
Waste 1 13.950 1 45.000 1 4.500 1 6.000
Headwaters) 0.430 1 6.800 1 1.000 1 7.300
Tributary I 0.000 1 2.000 1 1.000 1 7.300
* Runoff 1 0.010 1 2.000 1 1.000 1 7.300
Segment 1 Reach 2
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.090 1 2.000 I 1.000 I 7.300
* Runoff 1 0.010 1 2.000 1 1.000 1 7.300
Segment 1 Reach 3
Waste 1 0.000 I 0.000 1 0.000 I 0.000
Tributary I 0.210 1 2.000 1 1.000 1 7.300
* Runoff 1 0.020 1 2.000 1 1.000 1 7.300
Segment 1 Reach 4
Waste 1 0.000 1 0.000 I 0.000 1 0.000
Tributary 1 0.000 1 2.000 1 1.000 1 7.300
* Runoff 1 0.020 1 2.000 1 1.000 1 7.300
Segment 1 Reach 5
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.000 1 2.000 1 1.000 I 7.300
* Runoff 1 0.020 1 2.000 1 1.000 1 7.300
Segment 1 Reach 6
Waste 1 0.000 I 0.000 1 0.000 1 0.000
Tributary 1 0.000 1 2.000 1 1.000 1 7.300
* Runoff 1 0.020 1 2.000 1 1.000 1 7.300

Segment 1 Reach 7
Waste 1 0.000 I 0.000 I 0.000 I 0.000
Tributary I 0.000 I 2.000 I 1.000 I 7.300
* Runoff I 0.020 I 2.000 I 1.000 I 7.300
Segment 1 Reach 8
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 0.000 I 2.000 ( 1.000 I 7.300
* Runoff I 0.020 I 2.000 I 1.000 I 7.300
Segment 1 Reach 9
Waste 1 0.000 i 0.000 I 0.000 I 0.000
Tributary 1 0.000 I 2.000 I 1.000 I 7.300
* Runoff 1 0.020 I 2.000 I 1.000 I 7.300
Segment 2 Reach 1
Waste 1 0.000 i 0.000 I 0.000 I 0.000
Headwaters' 0.000 I 6.800 I 1.000 I 7.300
Tributary I 0.000 I 2.000 I 1.000 I 7.300
* Runoff I 0.020 I 2.000 I 1.000 I 7.300
Segment 2 Reach 2
Waste I 0.000 I 0.000 i 0.000 I 0.000
Tributary I 0.000 I 2.000 I 1.000 I 7.300
* Runoff I 0.030 I 2.000 I 1.000 I 7.300
Segment 2 Reach 3
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 0.000 I 2.000 i 1.000 I 7.300
* Runoff I 0.030 I 2.000 I 1.000 I 7.300
Segment 2 Reach 4
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 0.000 I 2.000 I 1.000 I 7.300
* Runoff I 0.030 I 2.000 I 1.000 I 7.300
Segment 2 Reach 5
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary 1 0.000 I 2.000 I 1.000 I 7.300
* Runoff I 0.030 ( 2.000 I 1.000 I 7.300
Segment 2 Reach 6
Waste 1 0.000 I 0.000 I 0.000 I 0.000
Tributary I 0.000 I 2.000 I 1.000 I 7.300
* Runoff I 0.030 I 2.000 I 1.000 I 7.300
Segment 2 Reach 7
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 0.160 I 2.000 i 1.000 I 7.300
* Runoff I 0.030 I 2.000 I 1.000 I 7.300
Segment 2 Reach 8
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary 1 0.000 I 2.000 I 1.000 I 7.300

Mk- kJ1 1
W s l J .;,) LI 1 G• W W W
I . WWW 1 f .. UU
Segment 2 Reach 9
Taste I 0.000 1 0.000 1 0.000 + 0.000
Tributary I 0.060 1 2.000 1 1.000 I 7.300
* Runoff I 0.030 I 2.000 I 1.000 1 7.300
Segment 3 Reach 1
Waste I 0.000 1 0.000 1 0.000 1 0.000
Headwaters' 0.000 j 6.800 1 1.000 7.300
Tributary 1 0.000 j 2.000 1 1.000 j 7.300
* Runoff I 0.030 I 2.000 1 1.000 1 7.300
* Runoff flow is in cfs/mile

SUMMER
MODEL RESULTS
Discharger : CITY OF MONROE
Receiving Stream : RICHARDSON CREEK
The End D.O. is 0.00 mg/1.
The End CBOD is 0.00 mg/1.
The End NBOD is 0.00 mg/1.
WLA WLA WLA
DO Min CBOD NBOD D0 Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 3.99 3.15 2
Reach 1 45.00 4.50 6.00 9.00000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000
Reach 4 0.00 0.00 0.00 0.00000
Reach 5 0.00 0.00 0.00 0.00000
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
Reach 9 0.00 0.00 0.00 0.00000
Segment 2 4.18 4.30 4
Reach 1 0.00 0.00 0.00 0.00000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000
Reach 4 0.00 0.00 0.00 0.00000
Reach 5 0.00 0.00 0.00 0.00000
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
Reach 9 0.00 0.00 0.00 0.00000
Segment 3 6.48 0.00 1
Reach 1 0.00 0.00 0.00 0.00000

SUMMER
1 8eg #
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
Reach #
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
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
4
4
4
4
4
4
4
4
4
4
4
4
5
5
5
5
5
Seg Mi
0.00
0.05
0.10
0.15
0.20
0.25
0.30
0.35
0.40
0.45
0.50
0.55
0.60
0.65
0.70
0.75
0.80
0.85
0.90
0.95
1.00
1.05
1.10
1.15
1.15
1.35
1.55
1.75
1.95
2.15
2.35
2.55
2.75
2.95
3.15
3.35
3.55
3.55
3.58
3.61
3.64
3.67
3.70
3.70
3.85
4.00
4.15
4.30
4.45
4.60
4.75
4.90
5.05
5.20
5.35
5.35
5.39
5.43
5.47
5.51
D.O. I CBOO I NBOD I Flow 1
6.04 43.86 4.40 14.38
5.95 43.72 4.37 14.38
5.86 43.58 4.35 14.38
5.78 43.44 4.33 14.38
5.70 43.30 4.30 14.38
5.62 43.17 4.28 14.38
5.55 43.03 4.26 14.38
5.48 42.89 4.23 14.38
5.41 42.76 4.21 14.38
5.35 42.62 4.19 14.38
5.28 42.49 4.17 14.39
5.23 42.35 4.15 14.39
5.17 42.22 4.12 14.39
5.11 42.08 4.10 14.39
5.06 41.95 4.08 14.39
5.01 41.82 4.06 14.39
4.96 41.68 4.04 14.39
4.92 41.55 4.02 14.39
4.87 41.42 3.99 14.39
4.83 41.29 3.97 14.39
4.79 41.16 3.95 14.39
4.75 41.03 3.93 14.39
4.72 40.89 3.91 14.39
4.68 40.77 3.89 14.39
4.70 40.52 3.87 14.48
4.53 39.98 3.78 14.48
4.40 39.45 3.70 14.49
4.29 38.92 3.62 14.49
4.20 38.40 3.53 14.49
4.13 37.88 3.46 14.49
4.08 37.38 3.38 14.49
4.04 36.88 3.30 14.50
4.01 36.38 3.23 14.50
4.00 35.90 3.16 14.50
3.99 35.41 3.08 14.50
3.99 34.94 3.02 14.50
4.00 34.47 2.95 14.51
4.05 34.01 2.92 14.72
4.04 33.93 2.91 14.72
4.03 33.86 2.90 14.72
4.03 33.78 2.89 14.72
4.02 33.70 2.88 14.72
4.01 33.63 2.86 14.72
4.01 33.63 2.86 14.72
4.05 33.30 2.82 14.72
4.10 32.98 2.78 14.72
4.14 32.66 2.73 14.73
4.18 32.35 2.69 14.73
4.22 32.03 2.65 14.73
4.26 31.72 2.61 14.74
4.30 31.42 2.57 14.74
4.34 31.11 2.53 14.74
4.38 30.81 2.49 14.75
4.42 30.51 2.45 14.75
4.46 30.22 2.41 14.75
4.46 30.22 2.41 14.75
4.47 30.14 2.40 14.75
4.48 30.06 2.39 14.75
4.48 29.98 2.38 14.75
4.49 29.90 2.37 14.75

1 J o.JJ 4.JU 4.4.04 G. U 14.10
1 5 5.59 4.51 29.74 2.35 14.76
1 5 5.63 4.51 29.66 2.34 14.76
1 5 5.67 4.52 29.58 2.33 14.76
1 5 5.71 4.53 29.50 2.32 14.76
1 5 5.75 4.54 29.43 2.31 14.76
1 6 5.75 4.54 29.43 2.31 14.76
1 6 5.81 4.58 29.32 2.30 14.76
1 6 5.87 4.62 29.22 2.29 14.76
1 6 5.93 4.66 29.12 2.28 14.76
1 6 5.99 4.70 29.02 2.27 14.76
1 6 6.05 4.73 28.91 2.26 14.77
1 6 6.11 4.77 28.81 2.25 14.77
1 6 6.17 4.80 28.71 2.24 14.77
1 6 6.23 4.84 28.61 2.23 14.77
1 6 6.29 4.87 28.51 2.22 14.77
1 6 6.35 4.90 28.41 2.21 14.77
1 7 6.35 4.90 28.41 2.21 14.77
1 7 6.44 4.92 28.25 2.19 14.77
1 7 6.53 4.94 28.09 2.17 14.78
1 7 6.62 4.95 27.93 2.15 14.78
1 7 6.71 4.97 27.77 2.13 14.78
1 7 6.80 4.99 27.61 2.12 14.78
1 7 6.89 5.00 27.46 2.10 14.78
1 7 6.98 5.02 27.30 2.08 14.78
1 7 7.07 5.04 27.15 2.06 14.79
1 7 7.16 5.05 26.99 2.04 14.79
1 7 7.25 5.07 26.84 2.03 14.79
1 8 7.25 5.07 26.84 2.03 14.79
1 8 7.29 5.08 26.77 2.02 14.79
1 8 7.33 5.09 26.70 2.01 14.79
1 8 7.37 5.10 26.63 2.00 14.79
1 8 7.41 5.11 26.57 1.99 14.79
1 8 7.45 5.12 26.50 1.99 14.79
1 8 7.49 5.13 26.43 1.98 14.79
1 8 7.53 5.14 26.36 1.97 14.80
1 8 7.57 5.15 26.30 1.96 14.80
1 8 7.61 5.16 26.23 1.95 14.80
1 8 7.65 5.17 26.16 1.95 14.80
1 9 7.65 5.17 26.16 1.95 14.80
1 9 7.70 5.24 26.08 1.94 14.80
1 9 7.75 5.30 26.00 1.93 14.80
1 9 7.80 5.36 25.92 1.92 14.80
1 9 7.85 5.42 25.85 1.91 14.80
1 9 7.90 5.48 25.77 1.91 14.80
1 9 7.95 5.53 25.69 1.90 14.80
1 9 8.00 5.59 25.61 1.89 14.80
1 9 8.05 5.64 25.53 1.88 14.81
1 9 8.10 5.68 25.46 1.87 14.81
1 9 8.15 5.73 25.38 1.86 14.81
1 9 8.20 5.77 25.30 1.86 14.81
1 9 8.25 5.81 25.22. 1.85 14.81
1 9 8.30 5.85 25.15 1.84 14.81
1 9 8.35 5.89 25.07 1.83 14.81
1 9 8.40 5.92 25.00 1.82 14.81
1 9 8.45 5.96 24.92 1.82 14.81
1 9 8.50 5.99 24.84 1.81 14.81
2 1 0.00 5.99 24.84 1.81 14.81
2 1 0.05 5.96 24.76 1.80 14.82
2 1 0.10 5.93 24.68 1.79 14.82
2 1 0.15 5.90 24.60 1.78 14.82
2 1 0.20 5.88 24.52 1.77 14.82
2 1 0.25 5.85 24.44 1.76 14.82
2 1 0.30 5.83 24.36 1.75 14.82
2 1 0.35 5.81 24.28 1.74 14.82
2 1 0.40 5.78 24.20 1.73 14.82

4. 1 U.'4u J.!W 44.14 1./� I4.04
2 1 0.50 5.74 24.04 1.72 14.82
2 1 0.55 5.72 23.96 1.71 14.83
2 1 0.60 5.71 23.88 1.70 14.83
2 1 0.65 5.69 23.80 1.69 14.83
2 2 0.65 5.69 23.80 1.69 14.83
2 2 0.70 5.67 23.72 1.68 14.83
2 2 0.75 5.65 23.64 1.67 14.83
2 2 0.80 5.64 23.56 1.66 14.83
2 2 0.85 5.62 23.48 1.65 14.83
2 2 0.90 5.61 23.40 1.65 14.84
2 2 0.95 5.59 23.32 1.64 14.84
2 2 1.00 5.58 23.24 1.63 14.84
2 2 1.05 5.57 23.17 1.62 14.84
2 2 1.10 5.55 23.09 1.61 14.84
2 2 1.15 5.54 23.01 1.60 14.84
2 2 1.20 5.53 22.93 1.59 14.84
2 2 1.25 5.52 22.86 1.59 14.85
2 2 1.30 5.51 22.78 1.58 14.85
2 2 1.35 5.50 22.70 1.57 14.85
2 2 1.40 5.49 22.63 1.56 14.85
2 2 1.45 5.49 22.55 1.55 14.85
2 2 1.50 5.48 22.47 1.54 14.85
2 2 1.55 5.47 22.40 1.54 14.85
2 2 1.60 5.47 22.32 1.53 14.86
2 3 1.60 5.47 22.32 1.53 14.86
2 3 1.70 5.38 22.16 1.51 14.86
2 3 1.80 5.29 21.99 1.49 14.86
2 3 1.90 5.21 21.83 1.47 14.87
2 3 2.00 5.13 21.66 1.45 14.87
2 3 2.10 5.06 21.50 1.44 14.87
2 3 2.20 4.99 21.34 1.42 14.87
2 3 2.30 4.92 21.18 1.40 14.88
2 3 2.40 4.86 21.02 1.38 14.88
2 3 2.50 4.80 20.87 1.37 14.88
2 3 2.60 4.74 20.71 1.35 14.89
2 3 2.70 4.69 20.56 1.33 14.89
2 3 2.80 4.64 20.40 1.32 14.89
2 3 2.90 4.59 20.25 1.30 14.90
2 3 3.00 4.55 20.10 1.29 14.90
2 3 3.10 4.51 19.95 1.27 14.90
2 3 3.20 4.47 19.80 1.25 14.90
2 3 3.30 4.43 19.66 1.24 14.91
2 3 3.40 4.40 19.51 1.22 14.91
2 3 3.50 4.37 19.36 1.21 14.91
2 3 3.60 4.34 19.22 1.19 14.92
2 3 3.70 4.31 19.08 1.18 14.92
2 3 3.80 4.28 18.93 1.16 14.92
2 3 3.90 4.26 18.79 1.15 14.93
2 4 3.90 4.26 18.79 1.15 14.93
2 4 3.94 4.25 18.74 1.14 14.93
2 4 3.98 4.24 18.68 1.14 14.93
2 4 4.02 4.23 18.62 1.13 14.93
2 4 4.06 4.23 18.57 1.13 14.93
2 4 4.10 4.22 18.51 1.12 14.93
2 4 4.14 4.21 18.45 1.12 14.93
2 4 4.18 4.20 18.40 1.11 14.93
2 4 4.22 4.20 18.34 1.11 14.93
2 4 4.26 4.19 18.29 1.10 14.94
2 4 4.30 4.18 18.23 1.09 14.94
2 5 4.30 4.18 18.23 1.09 14.94
2 5 4.36 4.46 18.17 1.09 14.94
2 5 4.42 4.71 18.10 1.08 14.94
2 5 4.48 4.94 18.03 1.08 14.94
2 5 4.54 5.14 17.97 1.07 14.94
2 5 4.60 5.34 17.90 1.07 14.95

0 .+ • WSJ :J .:J 1 1 f. 0 .7 1. U W 1 .4 ..7 0
2 5 4.72 5.67 17.77 1.06 14.95
2 5 4.78 5.82 17.70 1.05 14.95
2 5 4.84 5.95 17.64 1.05 14.95
2 5 4.90 6.07 17.57 1.04 14.96
2 6 4.90 6.07 17.57 1.04 14.96
2 6 4.93 6.07 17.54 1.04 14.96
2 6 4.96 6.06 17.50 1.04 14.96
2 6 4.99 6.06 17.46 1.03 14.96
2 6 5.02 6.06 17.43 1.03 14.96
2 6 5.05 6.06 17.39 1.03 14.96
2 6 5.08 6.05 17.36 1.02 14.96
2 6 5.11 6.05 17.32 1.02 14.96
2 6 5.14 6.05 17.29 1.02 14.96
2 6 5.17 6.04 17.25 1.01 14.96
2 6 5.20 6.04 17.22 1.01 14.96
2 7 5.20 6.05 17.06 1.01 15.12
2 7 5.30 6.04 16.93 1.00 15.13
2 7 5.40 6.03 16.82 0.99 15.13
2 7 5.50 6.02 16.70 0.98 15.13
2 7 5.60 6.02 16.58 0.97 15.14
2 7 5.70 6.01 16.46 0.95 15.14
2 7 5.80 6.01 16.35 0.94 15.14
2 7 5.90 6.00 16.23 0.93 15.15
2 7 6.00 6.00 16.12 0.92 15.15
2 7 6.10 6.00 16.00 0.91 15.15
2 7 6.20 6.00 15.89 0.90 15.15
2 7 6.30 6.00 15.78 0.89 15.16
2 7 6.40 6.00 15.67 0.88 15.16
2 7 6.50 6.00 15.56 0.87 15.16
2 8 6.50 6.00 15.56 0.87 15.16
2 8 6.60 6.04 15.45 0.86 15.17
2 8 6.70 6.07 15.35 0.85 15.17
2 8 6.80 6.09 15.24 0.85 15.17
2 8 6.90 6.12 15.14 0.84 15.18
2 8 7.00 6.15 15.03 0.83 15.18
2 8 7.10 6.17 14.93 0.82 15.18
2 8 7.20 6.20 14.83 0.81 15.18
2 8 7.30 6.22 14.73 0.80 15.19
2 8 7.40 6.25 14.63 0.79 15.19
2 8 7.50 6.27 14.53 0.79 15.19
2 8 7.60 6.29 14.43 0.78 15.20
2 8 7.70 6.31 14.33 0.77 15.20
2 8 7.80 6.33 14.23 0.76 15.20
2 8 7.90 6.35 14.14 0.75 15.21
2 8 8.00 6.37 14.04 0.75 15.21
2 8 8.10 6.39 13.94 0.74 15.21
2 8 8.20 6.40 13.85 0.73 15.21
2 9 8.20 6.41 13.80 0.73 15.27
2 9 8.25 6.41 13.75 0.73 15.28
2 9 8.30 6.42 13.71 0.72 15.28
2 9 8.35 6.43 13.66 0.72 15.28
2 9 8.40 6.44 13.61 0.72 15.28
2 9 8.45 6.45 13.57 0.71 15.28
2 9 8.50 6.45 13.52 0.71 15.28
2 9 8.55 6.46 13.47 0.70 15.28
2 9 8.60 6.47 13.43 0.70 15.29
2 9 8.65 6.48 13.38 0.70 15.29
3 1 0.00 6.48 13.38 0.70 15.29
3 1 0.10 6.49 13.29 0.69 15.29
3 1 0.20 6.50 13.20 0.68 15.29
3 1 0.30 6.52 13.10 0.67 15.30
3 1 0.40 6.53 13.01 0.67 15.30
3 1 0.50 6.55 12.92 0.66 15.30
3 1 0.60 6.56 12.83 0.65 15.31
3 1 0.70 6.57 12.75 0.65 15.31

0 I W . G)W Q .:,JQ 14 . 0Q lJ • 04 1 :;? ...)1
3 1 0.90 6.60 12.57 0.63 15.31
3 1 1.00 6.61 12.48 0.63 15.32
3 1 1.10 6.62 12.40 0.62 15.32
3 1 1.20 6.63 12.31 0.61 15.32
3 1 1.30 6.64 12.23 0.61 15.33
3 1 1.40 6.66 12.14 0.60 15.33
3 1 1.50 6.67 12.06 0.59 15.33
3 1 1.60 6.68 11.97 0.59 15.34
3 1 1.70 6.69 11.89 0.58 15.34
j 8eg # I Reach # I Seg M 7 j D.O. I OBOD _ I NBOD I now o',v

Coot pl. _ %NI . O6rick.
MODEL RESULTS
Discharger : CITY OF MONROE
Receiving Stream : RICHARDSON CREEK
(Memel, I2c
SUMMER
MONROE @ 12.5 MGD, 5/1/6 LMTS,
CBOD/BOD5 MULT=9
The End D.O. is 6.63 mg/l.
The End CBOD is 15.40 mg/l.
The End NBOD is 0.88 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 4.09 3.70 3
Reach 1 45.00 4.50 6.00 12.50000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000
Reach 4 0.00 0.00 0.00 0.00000
Reach 5 0.00 0.00 0.00 0.00000
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
Reach 9 0.00 0.00 0.00 0.00000
Segment 2 4.37 4.30 4
Reach 1 0.00 0.00 0.00 0.00000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000
Reach 4 0.00 0.00 0.00 0.00000
Reach 5 0.00 0.00 0.00 0.00000
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
Reach 9 0.00 0.00 0.00 0.00000
Segment 3 6.44 0.00 1
Reach 1 0.00 0.00 0.00 0.00000

*** MODEL SUMMARY DATA ***
Discharger
Receiving Stream .
Summer 7Q10 .
Design Temperature:
CITY OF MONROE
RICHARDSON CREEK
0.43
26.0
Subbasin : 030714
Stream Class: C
Winter 7Q10 : 1.0
LENGTH SLOPE VELOCITY 1 DEPTH Kd Kd 1 Ka 1 Ka 1 KN
mile ft/mi fps ft design @20° design @20° design
Segment 1
Reach 1
1.15
2.40
O .349
1.94
0.29
0.22
3.20
2.81
0.48
Segment 1
Reach 2
2.40
2.40
O .327
2.02
0.28
0.22
2.93
2.57
0.48
Segment 1
Reach 3
0.15
2.40
0.292 1 2.14
0.28
O .21
2.53
2.22
0.48
Segment 1
Reach 4
1.65
5.00
0.357 1 1.94
0.30
O .23
3.25
2.85
0.48
Segment 1
Reach 5
0.40
5.00
O .348
1.97
0.30
O .23
3.14
2.76
0.48
Segment 1
Reach 6
0.60
16.70
0.491
1.66
0.38
O .29
4.83
4.24
0.48
Segment 1
Reach 7
0.90
7.70
0.382
1.88
0.32
0.24
3.53
3.10
0.48
Segment 1
Reach 8
0.40
7.70
0.377
1.89
0.31
0.24
4.30
3.78
0.48
Segment 1
Reach 9
0.85
11.80
0.427
1.78
0.34
0.26
7.46 6.54I 0.48
Segment 2
Reach 1
0.65
6.25
0.354
1.95
0.30
0.23
3.28
2.88
0.48
Segment 2
Reach 2
0.95
6.25
0.349
1.97
0.30
O .23 1 3.23
2.84
0.48
Segment 2
Reach 3
2.30
3.70
0.299
2.13
0.29
O .22
1.64
1.44
0.48

Segment 2
Reach 4
0.40
3.70
0.295
2.15
0.29
0.22
1.62
1.42
0.48
Segment 2
Reach 5
0.60
16.70
0.456
1.73
0.37
0.28
11.28
9.90
0.48
Segment 2
Reach 6
0.30
6.25
0.342
1.99
0.30
0.23
3.17
2.78
0.48
Segment 2
Reach 7
1.30
6.25
0.328
2.05
0.30
0.23
3.03
2.66
0.48
Segment 2
Reach 8
1.70
7.60
0.346
1.99
0.31
0.23
3.89 1 3.41
0.48
Segment 2
Reach 9
0.45
7.60
0.340
2.01
0.31
0.23
3.83 1 3.36
0.48
Segment 3
Reach 1
1.70
7.60
0.339
2.02
0.31
0.23
3.81
3.35I 0.48
Flow
cfs
Segment 1 Reach 1
Waste 19.375
Headwaters 0.430
Tributary 0.000
* Runoff 0.010
Segment 1 Reach 2
Waste 0.000
Tributary 0.090
* Runoff 0.010
Segment 1 Reach 3
Waste 0.000
Tributary 0.210
* Runoff 0.020
Segment 1 Reach 4
Waste 0.000
Tributary 0.000
* Runoff 0.020
CBOD
mg/1
45.000
6.800
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
NBOD
mg/1
4.500
1.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
D.O.
mg/1
6.000
7.300
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300

Segment 1 Reach 5
Waste 0.000
Tributary 0.000
* Runoff 0.020
Segment 1 Reach 6
Waste 0.000
Tributary 0.000
* Runoff 0.020
Segment 1 Reach 7
Waste 0.000
Tributary 0.000
* Runoff 0.020
Segment 1 Reach 8
Waste 0.000
Tributary 0.000
* Runoff 0.020
Segment 1 Reach 9
Waste 0.000
Tributary 0.000
* Runoff 0.020
Segment 2 Reach 1
Waste 0.000
Headwaters 0.000
Tributary 0.000
* Runoff 0.020
Segment 2 Reach 2
Waste 0.000
Tributary 0.000
* Runoff 0.030
Segment 2 Reach 3
Waste 0.000
Tributary 0.000
* Runoff 0.030
Segment 2 Reach 4
Waste 0.000
Tributary 0.000
* Runoff 0.030
Segment 2 Reach 5
Waste 0.000
Tributary 0.000
* Runoff 0.030
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
6.800
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
1.000
0.000
1.000
1.000
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
7.300
0.000
7.300
7.300
0.000 0.000
1.000 7.300
1.000 7.300
0.000
1.000
1.000
0.000
1.000
1.000
0.000
7.300
7.300
0.000
7.300
7.300

Segment 2
Waste
Tributary
* Runoff
Segment 2
Waste
Tributary
* Runoff
Segment 2
Waste
Tributary
* Runoff
Reach 6
0.000
0.000
0.030
Reach 7
O .000
O .160
0.030
0.000
2.000
2.000
0.000
2.000
2.000
Reach 8
0.000 0.000
0.000 2.000
0.030 2.000
Segment 2 Reach 9
Waste
Tributary
* Runoff
O .000
0.060
O .030
Segment 3 Reach 1
Waste
Headwaters
Tributary
* Runoff
0.000
0.000
0.000
O .030
0.000
2.000
2.000
0.000
6.800
2.000
2.000
* Runoff flow is in cfs/mile
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
1.000
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
7.300

SUMMER
MONROE @ 12.5 MGD, 5/1/6 LMTS,
CBOD/BOD5 MULT.=9
Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow
1 1 0.00 6.03 44.17 4.42 19.80
1 1 0.05 5.96 44.06 4.41 19.81
1 1 0.10 5.89 43.95 4.39 19.81
1 1 0.15 5.83 43.84 4.37 19.81
1 1 0.20 5.76 43.72 4.35 19.81
1 1 0.25 5.70 43.61 4.33 19.81
1 1 0.30 5.64 43.50 4.31 19.81
1 1 0.35 •5.58 43.39 4.30 19.81
1 1 0.40 5.53 43.28 4.28 19.81
1 1 0.45 5.48 43.17 4.26 19.81
1 1 0.50 5.43 43.06 4.24 19.81
1 1 0.55 5.38 42.96 4.22 19.81
1 1 0.60 5.33 42.85 4.21 19.81
1 1 0.65 5.28 42.74 4.19 19.81
1 1 0.70 5.24 42.63 4.17 19.81
1 1 0.75 5.19 42.52 4.15 19.81
1 1 0.80 5.15 42.41 4.14 19.81
1 1 0.85 5.11 42.31 4.12 19.81
1 1 0.90 5.07 42.20 4.10 19.81
1 1 0.95 5.04 42.09 4.09 19.81
1 1 1.00 5.00 41.99 4.07 19.81
1 1 1.05 4.97 41.88 4.05 19.82
1 1 1.10 4.93 41.77 4.03 19.82
1 1 1.15 4.90 41.67 4.02 19.82
1 2 1.15 4.91 41.49 4.00 19.91
1 2 1.35 4.76 41.04 3.93 19.91
1 2 1.55 4.63 40.61 3.86 19.91
1 2 1.75 4.52 40.17 3.80 19.91
1 2 1.95 4.43 39.74 3.73 19.91
1 2 2.15 4.35 39.32 3.66 19.92
1 2 2.35 4.28 38.90 3.60 19.92
1 2 2.55 4.23 38.48 3.53 19.92
1 2 2.75 4.19 38.07 3.47 19.92
1 2 2.95 4.16 37.66 3.41 19.92
1 2 3.15 4.13 37.26 3.35 19.93
1 2 3.35 4.12 36.86 3.29 19.93
1 2 3.55 4.11 36.47 3.23 19.93
1 3 3.55 4.14 36.11 3.21 20.14
1 3 3.58 4.13 36.04 3.20 20.14
1 3 3.61 4.12 35.98 3.19 20.14
1 3 3.64 4.11 35.91 3.18 20.14
1 3 3.67 4.10 35.85 3.17 20.14
1 3 3.70 4.09 35.78 3.16 20.14
1 4 3.70 4.09 35.78 3.16 20.14
1 4 3.85 4.12 35.50 3.12 20.15
1 4 4.00 4.14 35.23 3.08 20.15
1 4 4.15 4.16 34.95 3.04 20.15
1 4 4.30 4.18 34.68 3.01 20.16
1 4 4.45 4.21 34.41 2.97 20.16
1 4 4.60 4.23 34.14 2.93 20.16
1 4 4.75 4.26 33.87 2.90 20.16
1 4 4.90 4.28 33.61 2.86 20.17
1 4 5.05 4.31 33.34 2.83 20.17
1 4 5.20 4.34 33.08 2.79 20.17
1 4 5.35 4.36 32.82 2.76 20.18
1 5 5.35 4.36 32.82 2.76 20.18

1 5 5.39 4.37 32.75 2.75 20.18
1 5 5.43 4.37 32.68 2.74 20.18
1 5 5.47 4.38 32.61 2.73 20.18
1 5 5.51 4.38 32.55 2.72 20.18
1 5 5.55 4.39 32.48 2.71 20.18
1 5 5.59 4.39 32.41 2.70 20.18
1 5 5.63 4.40 32.34 2.69 20.18
1 5 5.67 4.40 32.27 2.69 20.18
1 5 5.71 4.41 32.20 2.68 20.18
1 5 5.75 4.41 32.13 2.67 20.18
1 6 5.75 4.41 32.13 2.67 20.18
1 6 5.81 '4.45 32.04 2.66 20.19
1 6 5.87 4.48 31.94 2.65 20.19
1 6 5.93 4.51 31.85 2.64 20.19
1 6 5.99 4.53 31.76 2.63 20.19
1 6 6.05 4.56 31.66 2.62 20.19
1 6 6.11 4.59 31.57 2.61 20.19
1 6 6.17 4.62 31.48 2.60 20.19
1 6 6.23 4.64 31.39 2.59 20.19
1 6 6.29 4.67 31.29 2.58 20.20
1 6 6.35 4.69 31.20 2.57 20.20
1 7 6.35 4.69 31.20 2.57 20.20
1 7 6.44 4.71 31.06 2.56 20.20
1 7 6.53 4.72 30.91 2.54 20.20
1 7 6.62 4.74 30.77 2.52 20.20
1 7 6.71 4.75 30.63 2.50 20.20
1 7 6.80 4.77 30.49 2.49 20.21
1 7 6.89 4.78 30.35 2.47 20.21
1 7 6.98 4.79 30.21 2.45 20.21
1 7 7.07 4.81 30.07 2.44 20.21
1 7 7.16 4.82 29.93 2.42 20.21
1 7 7.25 4.84 29.79 2.40 20.21
1 8 7.25 4.84 29.79 2.40 20.21
1 8 7.29 4.86 29.73 2.39 20.22
1 8 7.33 4.88 29.67 2.39 20.22
1 8 7.37 4.91 29.60 2.38 20.22
1 8 7.41 4.93 29.54 2.37 20.22
1 8 7.45 4.95 29.48 2.36 20.22
1 8 7.49 4.97 29.42 2.36 20.22
1 8 7.53 4.99 29.36 2.35 20.22
1 8 7.57 5.01 29.30 2.34 20.22
1 8 7.61 5.03 29.24 2.34 20.22
1 8 7.65 5.05 29.18 2.33 20.22
1 9 7.65 5.05 29.18 2.33 20.22
1 9 7.70 5.13 29.10 2.32 20.22
1 9 7.75 5.21 29.03 2.31 20.22
1 9 7.80 5.28 28.96 2.30 20.23
1 9 7.85 5.35 28.89 2.30 20.23
1 9 7.90 5.42 28.81 2.29 20.23
1 9 7.95 5.48 28.74 2.28 20.23
1 9 8.00 5.54 28.67 2.27 20.23
1 9 8.05 5.60 28.60 2.27 20.23
1 9 8.10 5.65 28.53 2.26 20.23
1 9 8.15 5.71 28.46 2.25 20.23
1 9 8.20 5.76 28.38 2.24 20.23
1 9 8.25 5.80 28.31 2.23 20.23
1 9 8.30 5.85 28.24 2.23 20.24
1 9 8.35 5.89 28.17 2.22 20.24
1 9 8.40 5.93 28.10 2.21 20.24
1 9 8.45 5.97 28.03 2.20 20.24

1 9 8.50 6.01 27.96 2.20 20.24
2 1 0.00 6.01 27.96 2.20 20.24
2 1 0.05 5.98 27.89 2.19 20.24
2 1 0.10 5.96 27.81 2.18 20.24
2 1 0.15 5.94 27.74 2.17 20.24
2 1 0.20 5.92 27.66 2.16 20.24
2 1 0.25 5.90 27.59 2.15 20.24
2 1 0.30 5.88 27.52 2.14 20.25
2 1 0.35 5.87 27.44 2.13 20.25
2 1 0.40 5.85 27.37 2.12 20.25
2 1 0.45 5.83 27.30 2.12 20.25
2 1 0.50 5.82 27.22 2.11 20.25
2 1 0.55 5.80 27.15 2.10 20.25
2 1 0.60 5.79 27.08 2.09 20.25
2 1 0.65 5.77 27.01 2.08 20.25
2 2 0.65 5.77 27.01 2.08 20.25
2 2 0.70 5.76 26.93 2.07 20.25
2 2 0.75 5.75 26.86 2.06 20.26
2 2 0.80 5.73 26.79 2.06 20.26
2 2 0.85 5.72 26.71 2.05 20.26
2 2 0.90 5.71 26.64 2.04 20.26
2 2 0.95 5.70 26.57 2.03 20.26
2 2 1.00 5.69 26.49 2.02 20.26
2 2 1.05 5.68 26.42 2.01 20.26
2 2 1.10 5.67 26.35 2.00 20.27
2 2 1.15 5.66 26.28 2.00 20.27
2 2 1.20 5.65 26.21 1.99 20.27
2 2 1.25 5.64 26.14 1.98 20.27
2 2 1.30 5.64 26.06 1.97 20.27
2 2 1.35 5.63 25.99 1.96 20-.27
2 2 1.40 5.62 25.92 1.95 20.28
2 2 1.45 5.62 25.85 1.95 20.28
2 2 1.50 5.61 25.78 1.94 20.28
2 2 1.55 5.60 25.71 1.93 20.28
2 2 1.60 5.60 25.64 1.92 20.28
2 3 1.60 5.60 25.64 1.92 20.28
2 3 1.70 5.52 25.49 1.90 20.28
2 3 1.80 5.44 25.34 1.88 20.29
2 3 1.90 5.36 25.18 1.87 20.29
2 3 2.00 5.29 25.03 1.85 20.29
2 3 2.10 5.22 24.88 1.83 20.30
2 3 2.20 5.16 24.73 1.81 20.30
2 3 2.30 5.09 24.59 1.79 20.30
2 3 2.40 5.04 24.44 1.78 20.31
2 3 2.50 4.98 24.29 1.76 20.31
2 3 2.60 4.93 24.15 1.74 20.31
2 3 2.70 4.88 24.00 1.73 20.31
2 3 2.80 4.83 23.86 1.71 20.32
2 3 2.90 4.78 23.72 1.69 20.32
2 3 3.00 4.74 23.57 1.68 20.32
2 3 3.10 4.70 23.43 1.66 20.33
2 3 3.20 4.66 23.29 1.64 20.33
2 3 3.30 4.63 23.15 1.63 20.33
2 3 3.40 4.59 23.01 1.61 20.34
2 3 3.50 4.56 22.88 1.59 20.34
2 3 3.60 4.53 22.74 1.58 20.34
2 3 3.70 4.50 22.60 1.56 20.34
2 3 3.80 4.48 22.47 1.55 20.35
2 3 3.90 4.45 22.33 1.53 20.35
2 4 3.90 4.45 22.33 1.53 20.35

2 4 3.94 4.44 22.28 1.53 20.35
2 4 3.98 4.44 22.23 1.52 20.35
2 4 4.02 4.43 22.17 1.52 20.35
2 4 4.06 4.42 22.12 1.51 20.35
2 4 4.10 4.41 22.06 1.50 20.36
2 4 4.14 4.40 22.01 1.50 20.36
2 4 4.18 4.39 21.96 1.49 20.36
2 4 4.22 4.38 21.90 1.49 20.36
2 4 4.26 4.38 21.85 1.48 20.36
2 4 4.30 4.37 21.80 1.47 20.36
2 5 4.30 4.37 21.80 1.47 20.36
2 5 4.36 4.63 21.73 1.47 20.36
2 5 4.42 4.86 21.66 1.46 20.37
2 5 4.48 5.08 21.60 1.46 20.37
2 5 4.54 5.27 21.53 1.45 20.37
2 5 4.60 5.45 21.47 1.45 20.37
2 5 4.66 5.62 21.40 1.44 20.37
2 5 4.72 5.77 21.33 1.43 20.37
2 5 4.78 5.90 21.27 1.43 20.38
2 5 4.84 6.03 21.20 1.42 20.38
2 5 4.90 6.14 21.14 1.42 20.38
2 6 4.90 6.14 21.14 1.42 20.38
2 6 4.93 6.14 21.10 1.41 20.38
2 6 4.96 6.13 21.07 1.41 20.38
2 6 4.99 6.13 21.03 1.41 20.38
2 6 5.02 6.13 21.00 1.40 20.38
2 6 5.05 6.12 20.96 1.40 20.38
2 6 5.08 6.12 20.93 1.40 20.39
2 6 5.11 6.12 20.89 1.39 20.39
2 6 5.14 6.11 20.86 1.39 20.39
2 6 5.17 6.11 20.83 1.39 20.39
2 6 5.20 6.11 20.79 1.38 20.39
2 7 5.20 6.11 20.64 1.38 20.55
2 7 5.30 6.10 20.53 1.37 20.55
2 7 5.40 6.09 20.41 1.35 20.56
2 7 5.50 6.08 20.29 1.34 20.56
2 7 5.60 6.07 20.18 1.33 20.56
2 7 5.70 6.06 20.06 1.32 20.56
2 7 5.80 6.05 19.95 1.31 20.57
2 7 5.90 6.05 19.83 1.30 20.57
2 7 6.00 6.04 19.72 1.28 20.57
2 7 6.10 6.04 19.61 1.27 20.58
2 7 6.20 6.03 19.50 1.26 20.58
2 7 6.30 6.03 19.38 1.25 20.58
2 7 6.40 6.03 19.27 1.24 20.59
2 7 6.50 6.03 19.16 1.23 20.59
2 8 6.50 6.03 19.16 1.23 20.59
2 8 6.60 6.06 19.06 1.22 20.59
2 8 6.70 6.08 18.95 1.21 20.59
2 8 6.80 6.11 18.85 1.20 20.60
2 8 6.90 6.13 18.74 1.19 20.60
2 8 7.00 6.16 18.64 1.18 20.60
2 8 7.10 6.18 18.53 1.17 20.61
2 8 7.20 6.20 18.43 1.16 20.61
2 8 7.30 6.22 18.33 1.15 20.61
2 8 7.40 6.24 18.23 1.14 20.62
2 8 7.50 6.26 18.12 1.13 20.62
2 8 7.60 6.28 18.02 1.12 20.62
2 8 7.70 6.30 17.92 1.11 20.62
2 8 7.80 6.32 17.82 1.10 20.63

2 8 7.90 6.33 17.72 1.09 20.63
2 8 8.00 6.35 17.63 1.08 20.63
2 8 8.10 6.37 17.53 1.07 20.64
2 8 8.20 6.38 17.43 1.06 20.64
2 9 8.20 6.38 17.39 1.06 20.70
2 9 8.25 6.39 17.34 1.06 20.70
2 9 8.30 6.40 17.29 1.05 20.70
2 9 8.35 6.41 17.24 1.05 20.70
2 9 8.40 6.41 17.19 1.05 20.71
2 9 8.45 6.42 17.14 1.04 20.71
2 9 8.50 6.42 17.09 1.04 20.71
2 9 8.55 6.43 17.05 1.03 20.71
2 9 8.60 6.44 17.00 1.03 20.71
2 9 8.65 6.44 16.95 1.02 20.71
3 1 0.00 6.44 16.95 1.02 20.71
3 1 0.10 6.46 16.86 1.02 20.72
3 1 0.20 6.47 16.76 1.01 20.72
3 1 0.30 6.48 16.67 1.00 20.72
3 1 0.40 6.49 16.57 0.99 20.72
3 1 0.50 6.50 16.48 0.98 20.73
3 1 0.60 6.51 16.39 0.97 20.73
3 1 0.70 6.52 16.29 0.96 20.73
3 1 0.80 6.54 16.20 0.96 20.74
3 1 0.90 6.55 16.11 0.95 20.74
3 1 1.00 6.56 16.02 0.94 20.74
3 1 1.10 6.57 15.93 0.93 20.75
3 1 1.20 6.58 15.84 0.92 20.75
3 1 1.30 6.59 15.75 0.92 20.75
3 1 1.40 6.60 15.66 0.91 20.75
3 1 1.50 6.61 15.57 0.90 20.76
3 1 1.60 6.62 15.48 0.89 20.76
3 1 1.70 6.63 15.40 0.88 20.76
I Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow I

V KI� b. O. .s97�rcv (�f4 Qethl,c1 dam // e1306 ba.►.4c1 oti, ;"dt'00'. °eyf off.
44,414. pller a 9 44.3_ )414, 1300 64499
MODEL RESULTS
Discharger : CITY OF MONROE
Receiving Stream : RICHARDSON CREEK
R[e Nar?-
�NtuY.ry 15c1)
SUMMER
MONROE @ 15 MGD, 5/1/6 LMTS
CBOD/BOD5 MULT.=9
The End D.O. is 6.62 mg/l.
The End CBOD is 17.37 mg/l.
The End NBOD is 1.08 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 4.17 3.70 3
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Reach 7
Reach 8
Reach 9
Segment 2
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Reach 7
Reach 8
Reach 9
4.52 4.30 4
Segment 3 6.46 0.00 1
Reach 1
45.00 4.50 6.00
0.00 0.00 0.00
0.00 0.00 0.00
0.00 0.00 0.00
0.00 0.00 0.00
0.00 0.00 0.00
0.00 0.00 0.00
0.00 0.00 0.00
0.00 0.00 0.00
0.00 0.00 0.00
0.00 0.00 0.00
0.00 0.00 0.00
0.00 0.00 0.00
0.00 0.00 0.00
0.00 0.00 0.00
O .00 0.00 0.00
O .00 0.00 0.00
O .00 0.00 0.00
O .00 0.00
15.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00 0.00000

*** MODEL SUMMARY DATA ***
Discharger .
Receiving Stream .
Summer 7Q10 .
Design Temperature:
CITY OF MONROE
RICHARDSON CREEK
0.43
26.0
Subbasin : 030714
Stream Class: C
Winter 7Q10 : 1.0
LENGTH SLOPE VELOCITY 1 DEPTH Kd 1 Kd 1 Ka 1 Ka 1 KN
mile ft/mi fps ft design @20° design @20° design
Segment 1
Reach 1
1.15
2.40
0.399
1.99
0.29
O .22
3.31
2.91
0.48
Segment 1
Reach 2
2.40
2.40
0.373
2.06
0.29
O .22
3.03
2.66
0.48
Segment 1
Reach 3
0.15
2.40 0.333
2.19
0.28
0.22
2.61
2.29
0.48
Segment 1
Reach 4
1.65
5.00
O .407
1.98
0.30
O .23
3.36
2.95
0.48
Segment 1
Reach 5
0.40
5.00
O .397
2.01
0.30
0.23
3.25
2.85
0.48
Segment 1
Reach 6
0.60
16.70
O .560
1.69
0.40
0.30
4.99 1 4.38
0.48
Segment 1
Reach 7
0.90
7.70
0.436
1.92
0.32
0.24
3.65
3.20
0.48
Segment 1
Reach 8
0.40
7.70
0.430
1.93
0.32
0.24
4.91
4.31
0.48
Segment 1
Reach 9
0.85
11.80
O .487
1.82
0.35
0.27
8.50
7.46
0.48
Segment 2
Reach 1
0.65I 6.25
O .404
1.99
0.31
0.24
3 .74
3.28
0.48
Segment 2
Reach 2
0.95
6.25I
0.398 1 2.01
0.31
O .23
3.69
3.24
0.48
Segment 2
Reach 3
2.30
3.70
0.340
2.18
0.29
O .22
1.87
1.64I 0.48

Segment 2
Reach 4
0.40
3.70
0.336
2.19
0.29
0.22
1.84
1.62
O .48
Segment 2
Reach 5
0.60
16.70
0.519 1 1.76
0.38
0.29
12.85
11.28
O .48
Segment 2
Reach 6
0.30
6.25
0.390
2.04
0.31
0.23
3.61
3.17
0.48
Segment 2
Reach 7
1.30
6.25
0.373
2.09
0.30
0.23
3.45
3.03
O .48
Segment 2
Reach 8
1.70
7.60
0.393
2.04
0.31
0.24
4.43
3.88
O .48
Segment 2
Reach 9
0.45
7.60
0.387
2.06
0.31
0.24
4.36
3.82
O .48
Segment 3
Reach 1
1.70
7.60
0.385
2.06
0.31
0.24
4.34 3.81
0.48
Flow
cfs
Segment 1 Reach 1
Waste 23.250
Headwaters 0.430
Tributary 0.000
* Runoff 0.010
Segment 1 Reach 2
Waste 0.000
Tributary 0.090
* Runoff 0.010
Segment 1 Reach 3
Waste 0.000
Tributary 0.210
* Runoff 0.020
Segment 1 Reach 4
Waste 0.000
Tributary 0.000
* Runoff 0.020
CBOD
mg/1
45.000
6.800
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
NBOD
mg/1
4.500
1.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
D.O.
mg/1
6.000
7.300
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300

Segment 1 Reach 5
Waste 0.000
Tributary 0.000
* Runoff 0.020
Segment 1 Reach 6
Waste 0.000
Tributary 0.000
* Runoff 0.020
Segment 1 Reach 7
Waste 0.000
Tributary 0.000
* Runoff 0.020
Segment 1 Reach 8
Waste 0.000
Tributary 0.000
* Runoff 0.020
Segment 1 Reach 9
Waste 0.000
Tributary 0.000
* Runoff 0.020
Segment 2 Reach 1
Waste
Headwaters
Tributary
* Runoff
0.000
0.000
0.000
0.020
Segment 2 Reach 2
Waste 0.000
Tributary 0.000
* Runoff 0.030
Segment 2 Reach 3
Waste 0.000
Tributary 0.000
* Runoff 0.030
Segment 2 Reach 4
Waste 0.000
Tributary 0.000
* Runoff 0.030
Segment 2 Reach 5
Waste 0.000
Tributary 0.000
* Runoff 0.030
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
6.800
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
1.000
1.000
O .000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
O .000
1.000
1.000
O .000
1.000
1.000
1.000
O .000
1.000
1.000
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
7.300
0.000
7.300
7.300
0.000 0.000
1.000 7.300
1.000 7.300
0.000
1.000
1.000
O .000
1.000
1.000
0.000
7.300
7.300
0.000
7.300
7.300

Segment 2 Reach 6
Waste 0.000
Tributary 0.000
* Runoff 0.030
Segment 2 Reach 7
Waste 0.000
Tributary 0.160
* Runoff 0.030
Segment 2 Reach 8
Waste 0.000
Tributary 0.000
* Runoff 0.030
Segment 2 Reach 9
Waste 0.000
Tributary 0.060
* Runoff 0.030
Segment 3 Reach 1
Waste
Headwaters
Tributary
* Runoff
0.000
0.000
0.000
0.030
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
6.800
2.000
2.000
* Runoff flow is in cfs/mile
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
1.000
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
7.300

SUMMER
MONROE @ 15 MGD, 5/1/6 LMTS
CBOD/BOD5 MULT.=9
I Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow I
1 1 0.00 6.02 44.31 4.44 23.68
1 1 0.05 5.96 44.21 4.42 23.68
1 1 0.10 5.90 44.11 4.40 23.68
1 1 0.15 5.85 44.01 4.39 23.68
1 1 0.20 5.79 43.91 4.37 23.68
1 1 0.25 5.74 43.81 4.36 23.68
1 1 0.30 5.69 43.72 4.34 23.68
1 1 0.35 5.64 43.62 4.32 23.68
1 1 0.40 5.59 43.52 4.31 23.68
1 1 0.45 5.54 43.42 4.29 23.68
1 1 0.50 5.49 43.33 4.28 23.68
1 1 0.55 5.45 43.23 4.26 23.69
1 1 0.60 5.40 43.13 4.25 23.69
1 1 0.65 5.36 43.04 4.23 23.69
1 1 0.70 5.32 42.94 4.21 23.69
1 1 0.75 5.28 42.84 4.20 23.69
1 1 0.80 5.24 42.75 4.18 23.69
1 1 0.85 5.21 42.65 4.17 23.69
1 1 0.90 5.17 42.56 4.15 23.69
1 1 0.95 5.14 42.46 4.14 23.69
1 1 1.00 5.10 42.37 4.12 23.69
1 1 1.05 5.07 42.27 4.11 23.69
1 1 1.10 5.04 42.18 4.09 23.69
1 1 1.15 5.01 42.08 4.08 23.69
1 2 1.15 5.02 41.93 4.07 23.78
1 2 1.35 4.88 41.53 4.00 23.78
1 2 1.55 4.75 41.14 3.94 23.79
1 2 1.75 4.65 40.75 3.88 23.79
1 2 1.95 4.55 40.37 3.82 23.79
1 2 2.15 4.48 39.99 3.76 23.79
1 2 2.35 4.41 39.61 3.70 23.79
1 2 2.55 4.35 39.24 3.64 23.80
1 2 2.75 4.30 38.87 3.59 23.80
1 2 2.95 4.26 38.50 3.53 23.80
1 2 3.15 4.23 38.13 3.48 23.80
1 2 3.35 4.21 37.77 3.42 23.80
1 2 3.55 4.19 37.42 3.37 23.81
1 3 3.55 4.22 37.11 3.35 24.02
1 3 3.58 4.21 37.05 3.34 24.02
1 3 3.61 4.20 36.99 3.33 24.02
1 3 3.64 4.19 36.93 3.32 24.02
1 3 3.67 4.18 36.87 3.31 24.02
1 3 3.70 4.17 36.82 3.31 24.02
1 4 3.70 4.17 36.82 3.31 24.02
1 4 3.85 4.18 36.56 3.27 24.02
1 4 4.00 4.19 36.31 3.23 24.02
1 4 4.15 4.21 36.05 3.20 24.03
1 4 4.30 4.22 35.80 3.17 24.03
1 4 4.45 4.24 35.55 3.13 24.03
1 4 4.60 4.25 35.31 3.10 24.04
1 4 4.75 4.27 35.06 3.06 24.04
1 4 4.90 4.29 34.82 3.03 24.04
1 4 5.05 4.31 34.58 3.00 24.05
1 4 5.20 4.33 34.34 2.97 24.05
1 4 5.35 4.35 34.10 2.94 24.05
1 5 5.35 4.35 34.10 2.94 24.05

1 5 5.39 4.35 34.03 2.93 24.05
1 5 5.43 4.35 33.97 2.92 24.05
1 5 5.47 4.36 33.91 2.91 24.05
1 5 5.51 4.36 33.84 2.90 24.05
1 5 5.55 4.36 33.78 2.89 24.06
1 5 5.59 4.37 33.71 2.88 24.06
1 5 5.63 4.37 33.65 2.88 24.06
1 5 5.67 4.37 33.59 2.87 24.06
1 5 5.71 4.38 33.52 2.86 24.06
1 5 5.75 4.38 33.46 2.85 24.06
1 6 5.75 4.38 33.46 2.85 24.06
1 6 5.81 4.41 33.37 2.84 24.06
1 6 5.87 4.43 33.28 2.83 24.06
1 6 5.93 4.46 33.19 2.82 24.06
1 6 5.99 4.48 33.10 2.81 24.06
1 6 6.05 4.50 33.02 2.81 24.07
1 6 6.11 4.53 32.93 2.80 24.07
1 6 6.17 4.55 32.84 2.79 24.07
1 6 6.23 4.57 32.75 2.78 24.07
1 6 6.29 4.59 32.67 2.77 24.07
1 6 6.35 4.61 32.58 2.76 24.07
1 7 6.35 4.61 32.58 2.76 24.07
1 7 6.44 4.62 32.45 2.74 24.07
1 7 6.53 4.64 32.31 2.73 24.08
1 7 6.62 4.65 32.18 2.71 24.08
1 7 6.71 4.66 32.05 2.70 24.08
1 7 6.80 4.67 31.91 2.68 24.08
1 7 6.89 4.69 31.78 2.66 24.08
1 7 6.98 4.70 31.65 2.65 24.08
1 7 7.07 4.71 31.52 2.63 24.09
1 7 7.16 4.73 31.39 2.62 24.09
1 7 7.25 4.74 31.26 2.60 24.09
1 8 7.25 4.74 31.26 2.60 24.09
1 8 7.29 4.77 31.20 2.59 24.09
1 8 7.33 4.80 31.14 2.59 24.09
1 8 7.37 4.83 31.09 2.58 24.09
1 8 7.41 4.85 31.03 2.57 24.09
1 8 7.45 4.88 30.97 2.56 24.09
1 8 7.49 4.91 30.91 2.56 24.09
1 8 7.53 4.93 30.86 2.55 24.10
1 8 7.57 4.96 30.80 2.54 24.10
1 8 7.61 4.98 30.74 2.54 24.10
1 8 7.65 5.01 30.69 2.53 24.10
1 9 7.65 5.01 30.69 2.53 24.10
1 9 7.70 5.09 30.62 2.52 24.10
1 9 7.75 5.18 30.55 2.51 24.10
1 9 7.80 5.26 30.48 2.51 24.10
1 9 7.85 5.33 30.41 2.50 24.10
1 9 7.90 5.40 30.34 2.49 24.10
1 9 7.95 5.47 30.27 2.48 24.10
1 9 8.00 5.54 30.21 2.48 24.10
1 9 8.05 5.60 30.14 2.47 24.11
1 9 8.10 5.66 30.07 2.46 24.11
1 9 8.15 5.71 30.00 2.45 24.11
1 9 8.20 5.77 29.93 2.45 24.11
1 9 8.25 5.82 29.87 2.44 24.11
1 9 8.30 5.86 29.80 2.43 24.11
1 9 8.35 5.91 29.73 2.42 24.11
1 9 8.40 5.95 29.67 2.42 24.11
1 9 8.45 5.99 29.60 2.41 24.11

1 9 8.50 6.03 29.53 2.40 24.11
2 1 0.00 6.03 29.53 2.40 24.11
2 1 0.05 6.02 29.46 2.39 24.12
2 1 0.10 6.00 29.39 2.39 24.12
2 1 0.15 5.98 29.32 2.38 24.12
2 1 0.20 5.96 29.25 2.37 24.12
2 1 0.25 5.95 29.18 2.36 24.12
2 1 0.30 5.93 29.11 2.35 24.12
2 1 0.35 5.92 29.04 2.34 24.12
2 1 0.40 5.90 28.98 2.33 24.12
2 1 0.45 5.89 28.91 2.33 24.12
2 1 0.50 5.88 28.84 2.32 24.12
2 1 0.55 5.87 28.77 2.31 24.13
2 1 0.60 5.85 28.70 2.30 24.13
2 1 0.65 5.84 28.63 2.29 24.13
2 2 0.65 5.84 28.63 2.29 24.13
2 2 0.70 5.83 28.56 2.28 24.13
2 2 0.75 5.82 28.49 2.28 24.13
2 2 0.80 5.81 28.43 2.27 24.13
2 2 0.85 5.80 28.36 2.26 24.13
2 2 0.90 5.79 28.29 2.25 24.14
2 2 0.95 5.78 28.22 2.24 24.14
2 2 1.00 5.77 28.15 2.23 24.14
2 2 1.05 5.76 28.08 2.23 24.14
2 2 1.10 5.75 28.01 2.22 24.14
2 2 1.15 5.75 27.95 2.21 24.14
2 2 1.20 5.74 27.88 2.20 24.14
2 2 1.25 5.73 27.81 2.19 24.15
2 2 1.30 5.73 27.74 2.19 24.15
2 2 1.35 5.72 27.68 2.18 24.15
2 2 1.40 5.72 27.61 2.17 24.15
2 2 1.45 5.71 27.54 2.16 24.15
2 2 1.50 5.71 27.48 2.15 24.15
2 2 1.55 5.70 27.41 2.15 24.15
2 2 1.60 5.70 27.34 2.14 24.16
2 3 1.60 5.70 27.34 2.14 24.16
2 3 1.70 5.62 27.20 2.12 24.16
2 3 1.80 5.54 27.05 2.10 24.16
2 3 1.90 5.47 26.91 2.08 24.17
2 3 2.00 5.41 26.77 2.07 24.17
2 3 2.10 5.34 26.63 2.05 24.17
2 3 2.20 5.28 26.49 2.03 24.17
2 3 2.30 5.22 26.35 2.01 24.18
2 3 2.40 5.17 26.21 2.00 24.18
2 3 2.50 5.11 26.07 1.98 24.18
2 3 2.60 5.06 25.93 1.96 24.19
2 3 2.70 5.01 25.79 1.94 24.19
2 3 2.80 4.97 25.65 1.93 24.19
2 3 2.90 4.93 25.52 1.91 24.20
2 3 3.00 4.88 25.38 1.89 24.20
2 3 3.10 4.85 25.25 1.88 24.20
2 3 3.20 4.81 25.12 1.86 24.20
2 3 3.30 4.77 24.98 1.85 24.21
2 3 3.40 4.74 24.85 1.83 24.21
2 3 3.50 4.71 24.72 1.81 24.21
2 3 3.60 4.68 24.59 1.80 24.22
2 3 3.70 4.66 24.46 1.78 24.22
2 3 3.80 4.63 24.33 1.77 24.22
2 3 3.90 4.61 24.20 1.75 24.23
2 4 3.90 4.61 24.20 1.75 24.23

2 4 3.94 4.60 24.15 1.75 24.23
2 4 3.98 4.59 24.10 1.74 24.23
2 4 4.02 4.58 24.04 1.74 24.23
2 4 4.06 4.57 23.99 1.73 24.23
2 4 4.10 4.56 23.94 1.72 24.23
2 4 4.14 4.55 23.89 1.72 24.23
2 4 4.18 4.54 23.84 1.71 24.23
2 4 4.22 4.54 23.79 1.71 24.23
2 4 4.26 4.53 23.74 1.70 24.24
2 4 4.30 4.52 23.68 1.69 24.24
2 5 4.30 4.52 23.68 1.69 24.24
2 5 4.36 4.76 23.62 1.69 24.24
2 5 4.42 4.99 23.55 1.68 24.24
2 5 4.48 5.19 23.49 1.68 24.24
2 5 4.54 5.38 23.42 1.67 24.24
2 5 4.60 5.55 23.36 1.67 24.25
2 5 4.66 5.71 23.29 1.66 24.25
2 5 4.72 5.85 23.23 1.65 24.25
2 5 4.78 5.98 23.16 1.65 24.25
2 5 4.84 6.10 23.10 1.64 24.25
2 5 4.90 6.21 23.04 1.64 24.26
2 6 4.90 6.21 23.04 1.64 24.26
2 6 4.93 6.20 23.00 1.63 24.26
2 6 4.96 6.20 22.97 1.63 24.26
2 6 4.99 6.20 22.93 1.63 24.26
2 6 5.02 6.19 22.90 1.62 24.26
2 6 5.05 6.19 22.87 1.62 24.26
2 6 5.08 6.18 22.83 1.62 24.26
2 6 5.11 6.18 22.80 1.61 24.26
2 6 5.14 6.18 22.76 1.61 24.26
2 6 5.17 6.17 22.73 1.60 24.26
2 6 5.20 6.17 22.70 1.60 24.26
2 7 5.20 6.18 22.56 1.60 24.42
2 7 5.30 6.16 22.45 1.58 24.43
2 7 5.40 6.15 22.33 1.57 24.43
2 7 5.50 6.14 22.22 1.56 24.43
2 7 5.60 6.13 22.11 1.55 24.44
2 7 5.70 6.12 21.99 1.54 24.44
2 7 5.80 6.11 21.88 1.52 24.44
2 7 5.90 6.10 21.77 1.51 24.45
2 7 6.00 6.10 21.66 1.50 24.45
2 7 6.10 6.09 21.55 1.49 24.45
2 7 6.20 6.09 21.44 1.48 24.45
2 7 6.30 6.08 21.33 1.46 24.46
2 7 6.40 6.08 21.22 1.45 24.46
2 7 6.50 6.08 21.12 1.44 24.46
2 8 6.50 6.08 21.12 1.44 24.46
2 8 6.60 6.10 21.01 1.43 24.47
2 8 6.70 6.13 20.91 1.42 24.47
2 8 6.80 6.15 20.80 1.41 24.47
2 8 6.90 6.18 20.70 1.40 24.48
2 8 7.00 6.20 20.60 1.39 24.48
2 8 7.10 6.22 20.49 1.38 24.48
2 8 7.20 6.24 20.39 1.37 24.48
2 8 7.30 6.26 20.29 1.36 24.49
2 8 7.40 6.28 20.19 1.35 24.49
2 8 7.50 6.29 20.09 1.34 24.49
2 8 7.60 6.31 19.99 1.33 24.50
2 8 7.70 6.33 19.89 1.32 24.50
2 8 7.80 6.34 19.79 1.31 24.50

I
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
Seg #
I
8 7.90 6.36
8 8.00 6.37
8 8.10 6.39
8 8.20 6.40
9 8.20 6.40
9 8.25 6.41
9 8.30 6.42
9 8.35 6.42
9 8.40 6.43
9 8.45 6.44
9 8.50 6.44
9 8.55 6.45
9 8.60 6.45
9 8.65 6.46
1 0.00 6.46
1 0.10 6.47
1 0.20 6.48
1 0.30 6.49
1 0.40 6.50
1 0.50 6.51
1 0.60 6.52
1 0.70 6.53
1 0.80 6.54
1 0.90 6.55
1 1.00 6.56
1 1.10 6.57
1 1.20 6.58
1 1.30 6.59
1 1.40 6.60
1 1.50 6.60
1 1.60 6.61
1 1.70 6.62
Reach # I Seg Mi I D.O.
I
19.70 1.30 24.51
19.60 1.29 24.51
19.50 1.28 24.51
19.40 1.27 24.51
19.36 1.27 24.57
19.31 1.27 24.58
19.26 1.26 24.58
19.22 1.26 24.58
19.17 1.25 24.58
19.12 1.25 24.58
19.07 1.24 24.58
19.02 1.24 24.58
18.98 1.23 24.59
18.93 1.23 24.59
18.93 1.23 24.59
18.83 1.22 24.59
18.74 1.21 24.59
18.64 1.20 24.60
18.55 1.19 24.60
18.46 1.18 24.60
18.36 1.17 24.61
18.27 1.16 24.61
18.18 1.16 24.61
18.09 1.15 24.61
18.00 1.14 24.62
17.91 1.13 24.62
17.82 1.12 24.62
17.73 1.11 24.63
17.64 1.10 24.63
17.55 1.10 24.63
17.46 1.09 24.64
17.37 1.08 24.64
CBOD I NBOD I Flow

/h UDC./
0,14e l4- 3 90
MODEL RESULTS
Discharger : CITY OF MONROE
Receiving Stream : RICHARDSON CREEK
�ytt it/o.n.
(Vfaiiry !2)
SUMMER
MONROE @ 12.5 MGD, 5/1/6 LMTS,
MULT = 9 (LT BOD)
The End D.O. is 6.63 mg/l.
The End CBOD is 15.36 mg/l.
The End NBOD is 0.88 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 4.10 3.70 3
Reach 1 45.00 4.50 6.00 12.50000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000
Reach 4 0.00 0.00 0.00 0.00000
Reach 5 0.00 0.00 0.00 0.00000
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
Reach 9 0.00 0.00 0.00 0.00000
Segment 2 4.38 4.30 4
Reach 1 0.00 0.00 0.00 0.00000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000
Reach 4 0.00 0.00 0.00 0.00000
Reach 5 0.00 0.00 0.00 0.00000
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
Reach 9 0.00 0.00 0.00 0.00000
Segment 3 6.45 0.00 1
Reach 1 0.00 0.00 0.00 0.00000

*** MODEL SUMMARY DATA ***
Discharger
Receiving Stream .
Summer 7Q10
Design Temperature:
CITY OF MONROE
RICHARDSON CREEK
0.43
26.0
Subbasin : 030714
Stream Class: C
Winter 7Q10 : 1.0
LENGTH SLOPE VELOCITY DEPTH Kd Kd 1 Ka 1 Ka 1 KN
mile ft/mi fps ft design @20° design @20° design
Segment 1
Reach 1
1.15
2.40
0.349
1.94
0.29
0.22
3.20
2.81
O .48
Segment 1
Reach 2
2.40
2.40
O .327
2.02
0.28
0.22
2.93
2.57
0.48
Segment 1
Reach 3
0.15
2.40
0.292
2.14
0.28
0.21
2.53
2.22
0.48
Segment 1
Reach 4
1.65
5.00
0.357
1.94
0.30
0.23
3.25
2.85
0.48
Segment 1 0.40
Reach 5
5.00
0.348
1.97
0.30
0.23
3.14
2.76
0.48
Segment 1
Reach 6
0.60
16.70
0.491
1.66
0.38
0.29
4.83
4.24
O .48
Segment 1
Reach 7
0.90
7.70
0.382
1.88
0.32
0.24
3.53
3.10
O .48
Segment 1
Reach 8
0.40
7.70
0.377
1.89
0.31
0.24
4.30
3.78
0.48
Segment 1
Reach 9
0.85
11.80
O .427
1.78
0.34
0.26
7.46
6.54
0.48
Segment 2
Reach 1
0.65
6.25
O .354
1.95
0.30
0.23
3.28
2.88
0.48
Segment 2
Reach 2
0.95
6.25
0.349
1.97
0.30
0.23
3.23
2.84
O .48
Segment 2
Reach 3
2.30
3.70
O .299
2.13
0.29
0.22
1.64
1.44
0.48

Segment 2
Reach 4
0.40
3.70
0.295
2.15
0.29
0.22
1.62
1.42
0.48
Segment 2
Reach 5
0.60
16.70
0.456
1.73
0.37
0.28
11.28
9.90
0.48
Segment 2
Reach 6
0.30
6.25
0.342 1 1.99
0.30
0.23
3.17
2.78
0.48
Segment 2
Reach 7
1.30
6.25
0.328 1 2.05
0.30
0.23
3.03
2.66
0.48
Segment 2
Reach 8
1.70
7.60
0.346 1 1.99
0.31
0.23
3.89
3.41
0.48
Segment 2
Reach 9
0.45
7.60
0.340
2.01
0.31
0.23
3.83
3.36
0.48
Segment 3
Reach 1
1.70
7.60
0.339
2.02
0.31
0.23
3.81
3.35
0.48
Flow
cfs
Segment 1 Reach 1
Waste
Headwaters
Tributary
* Runoff
19.375
0.430
0.000
0.010
Segment 1 Reach 2
Waste 0.000
Tributary 0.090
* Runoff 0.010
Segment 1 Reach 3
Waste 0.000
Tributary 0.210
* Runoff 0.020
Segment 1 Reach 4
Waste
Tributary
* Runoff
0.000
0.000
0.020
CBOD
mg/1
45.000
2.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
NBOD
mg/1
4.500
1.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
D.O.
mg/1
6.000
7.300
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300

Segment 1 Reach 5
Waste 0.000
Tributary 0.000
* Runoff 0.020
Segment 1 Reach 6
Waste 0.000
Tributary 0.000
* Runoff 0.020
Segment 1 Reach 7
Waste 0.000
Tributary 0.000
* Runoff 0.020
Segment 1 Reach 8
Waste 0.000
Tributary 0.000
* Runoff 0.020
Segment 1 Reach 9
Waste 0.000
Tributary 0.000
* Runoff 0.020
Segment 2 Reach 1
Waste
Headwaters
Tributary
* Runoff
0.000
O .000
0.000
0.020
Segment 2 Reach 2
Waste 0.000
Tributary 0.000
* Runoff 0.030
Segment 2 Reach 3
Waste 0.000
Tributary 0.000
* Runoff 0.030
Segment 2 Reach 4
Waste 0.000
Tributary 0.000
* Runoff 0.030
Segment 2 Reach 5
Waste
Tributary
* Runoff
O .000
O .000
O .030
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300

Segment 2 Reach 6
Waste 0.000
Tributary 0.000
* Runoff 0.030
Segment 2 Reach 7
Waste 0.000
Tributary 0.160
* Runoff 0.030
Segment 2 Reach 8
Waste 0.000
Tributary 0.000
* Runoff 0.030
Segment 2 Reach 9
Waste 0.000
Tributary 0.060
* Runoff 0.030
Segment 3 Reach 1
Waste
Headwaters
Tributary
* Runoff
0.000
0.000
0.000
0.030
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
2.000
* Runoff flow is in cfs/mile
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
1.000
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
7.300

I Seg # I Reach # I Seg Mi I D.O. I CBOD
1 1 0.00 6.03 44.07
1 1 0.05 5.96 43.95
1 1 0.10 5.89 43.84
1 1 0.15 5.83 43.73
1 1 0.20 5.76 43.62
1 1 0.25 5.70 43.51
1 1 0.30 5.64 43.40
1 1 0.35 5.59 43.29
1 1 0.40 5.53 43.18
1 1 0.45 5.48 43.07
1 1 0.50 5.43 42.96
1 1 0.55 5.38 42.85
1 1 0.60 5.33 42.75
1 1 0.65 5.28 42.64
1 1 0.70 5.24 42.53
1 1 0.75 5.20 42.42
1 1 0.80 5.15 42.31
1 1 0.85 5.11 42.21
1 1 0.90 5.08 42.10
1 1 0.95 5.04 41.99
1 1 1.00 5.00 41.89
1 1 1.05 4.97 41.78
1 1 1.10 4.94 41.67
1 1 1.15 4.90 41.57
1 2 1.15 4.92 41.39
1 2 1.35 4.76 40.95
1 2 1.55 4.64 40.51
1 2 1.75 4.53 40.08
1 2 1.95 4.43 39.65
1 2 2.15 4.36 39.22
1 2 2.35 4.29 38.80
1 2 2.55 4.24 38.39
1 2 2.75 4.20 37.98
1 2 2.95 4.17 37.57
1 2 3.15 4.14 37.17
1 2 3.35 4.13 36.77
1 2 3.55 4.12 36.38
1 3 3.55 4.15 36.02
1 3 3.58 4.14 35.96
1 3 3.61 4.13 35.89
1 3 3.64 4.12 35.83
1 3 3.67 4.11 35.76
1 3 3.70 4.10 35.70
1 4 3.70 4.10 35.70
1 4 3.85 4.12 35.42
1 4 4.00 4.15 35.14
1 4 4.15 4.17 34.87
1 4 4.30 4.19 34.60
1 4 4.45 4.22 34.33
1 4 4.60 4.24 34.06
1 4 4.75 4.27 33.79
1 4 4.90 4.29 33.53
1 4 5.05 4.32 33.26
1 4 5.20 4.34 33.00
1 4 5.35 4.37 32.75
1 5 5.35 4.37 32.75
1
SUMMER
MONROE @ 12.5 MGD, 5/1/6 LMTS,
MULT = 9 (LT BOD)
NBOD I Flow
4.42 19.80
4.41 19.81
4.39 19.81
4.37 19.81
4.35 19.81
4.33 19.81
4.31 19.81
4.30 19.81
4.28 19.81
4.26 19.81
4.24 19.81
4.22 19.81
4.21 19.81
4.19 19.81
4.17 19.81
4.15 19.81
4.14 19.81
4.12 19.81
4.10 19.81
4.09 19.81
4.07 19.81
4.05 19.82
4.03 19.82
4.02 19.82
4.00 19.91
3.93 19.91
3.86 19.91
3.80 19.91
3.73 19.91
3.66 19.92
3.60 19.92
3.53 19.92
3.47 19.92
3.41 19.92
3.35 19.93
3.29 19.93
3.23 19.93
3.21 20.14
3.20 20.14
3.19 20.14
3.18 20.14
3.17 20.14
3.16 20.14
3.16 20.14
3.12 20.15
3.08 20.15
3.04 20.15
3.01 20.16
2.97 20.16
2.93 20.16
2.90 20.16
2.86 20.17
2.83 20.17
2.79 20.17
2.76 20.18
2.76 20.18

1 5 5.39 4.38 32.68 2.75 20.18
1 5 5.43 4.38 32.61 2.74 20.18
1 5 5.47 4.38 32.54 2.73 20.18
1 5 5.51 4.39 32.47 2.72 20.18
1 5 5.55 4.39 32.40 2.71 20.18
1 5 5.59 4.40 32.33 2.70 20.18
1 5 5.63 4.41 32.26 2.69 20.18
1 5 5.67 4.41 32.19 2.69 20.18
1 5 5.71 4.42 32.12 2.68 20.18
1 5 5.75 4.42 32.05 2.67 20.18
1 6 5.75 4.42 32.05 2.67 20.18
1 6 5.81 4.45 31.96 2.66 20.19
1 6 5.87 4.48 31.87 2.65 20.19
1 6 5.93 4.51 31.77 2.64 20.19
1 6 5.99 4.54 31.68 2.63 20.19
1 6 6.05 4.57 31.59 2.62 20.19
1 6 6.11 4.60 31.50 2.61 20.19
1 6 6.17 4.62 31.40 2.60 20.19
1 6 6.23 4.65 31.31 2.59 20.19
1 6 6.29 4.68 31.22 2.58 20.20
1 6 6.35 4.70 31.13 2.57 20.20
1 7 6.35 4.70 31.13 2.57 20.20
1 7 6.44 4.71 30.98 2.56 20.20
1 7 6.53 4.73 30.84 2.54 20.20
1 7 6.62 4.74 30.70 2.52 20.20
1 7 6.71 4.76 30.56 2.50 20.20
1 7 6.80 4.77 30.42 2.49 20.21
1 7 6.89 4.79 30.28 2.47 20.21
1 7 6.98 4.80 30.14 2.45 20.21
1 7 7.07 4.82 30.00 2.44 20.21
1 7 7.16 4.83 29.86 2.42 20.21
1 7 7.25 4.84 29.72 2.40 20.21
1 8 7.25 4.84 29.72 2.40 20.21
1 8 7.29 4.87 29.66 2.39 20.22
1 8 7.33 4.89 29.60 2.39 20.22
1 8 7.37 4.91 29.53 2.38 20.22
1 8 7.41 4.93 29.47 2.37 20.22
1 8 7.45 4.95 29.41 2.36 20.22
1 8 7.49 4.97 29.35 2.36 20.22
1 8 7.53 4.99 29.29 2.35 20.22
1 8 7.57 5.01 29.23 2.34 20.22
1 8 7.61 5.03 29.17 2.34 20.22
1 8 7.65 5.05 29.11 2.33 20.22
1 9 7.65 5.05 29.11 2.33 20.22
1 9 7.70 5.13 29.04 2.32 20.22
1 9 7.75 5.21 28.96 2.31 20.22
1 9 7.80 5.29 28.89 2.30 20.23
1 9 7.85 5.36 28.82 2.30 20.23
1 9 7.90 5.42 28.75 2.29 20.23
1 9 7.95 5.49 28.67 2.28 20.23
1 9 8.00 5.55 28.60 2.27 20.23
1 9 8.05 5.60 28.53 2.27 20.23
1 9 8.10 5.66 28.46 2.26 20.23
1 9 8.15 5.71 28.39 2.25 20.23
1 9 8.20 5.76 28.32 2.24 20.23
1 9 8.25 5.81 28.25 2.23 20.23
1 9 8.30 5.85 28.18 2.23 20.24
1 9 8.35 5.90 28.11 2.22 20.24
1 9 8.40 5.94 28.03 2.21 20.24
1 9 8.45 5.97 27.96 2.20 20.24

1 9 8.50 6.01 27.89 2.20 20.24
2 1 0.00 6.01 27.89 2.20 20.24
2 1 0.05 5.99 27.82 2.19 20.24
2 1 0.10 5.97 27.75 2.18 20.24
2 1 0.15 5.95 27.67 2.17 20.24
2 1 0.20 5.93 27.60 2.16 20.24
2 1 0.25 5.91 27.52 2.15 20.24
2 1 0.30 5.89 27.45 2.14 20.25
2 1 0.35 5.87 27.38 2.13 20.25
2 1 0.40 5.85 27.30 2.12 20.25
2 1 0.45 5.84 27.23 2.12 20.25
2 1 0.50 5.82 27.16 2.11 20.25
2 1 0.55 5.81 27.09 2.10 20.25
2 1 0.60 5.79 27.01 2.09 20.25
2 1 0.65 5.78 26.94 2.08 20.25
2 2 0.65 5.78 26.94 2.08 20.25
2 2 0.70 5.77 26.87 2.07 20.25
2 2 0.75 5.75 26.80 2.06 20.26
2 2 0.80 5.74 26.72 2.06 20.26
2 2 0.85 5.73 26.65 2.05 20.26
2 2 0.90 5.72 26.58 2.04 20.26
2 2 0.95 5.71 26.50 2.03 20.26
2 2 1.00 5.69 26.43 2.02 20.26
2 2 1.05 5.68 26.36 2.01 20.26
2 2 1.10 5.68 26.29 2.00 20.27
2 2 1.15 5.67 26.22 2.00 20.27
2 2 1.20 5.66 26.15 1.99 20.27
2 2 1.25 5.65 26.07 1.98 20.27
2 2 1.30 5.64 26.00 1.97 20.27
2 2 1.35 5.63 25.93 1.96 20.27
2 2 1.40 5.63 25.86 1.95 20.28
2 2 1.45 5.62 25.79 1.95 20.28
2 2 1.50 5.62 25.72 1.94 20.28
2 2 1.55 5.61 25.65 1.93 20.28
2 2 1.60 5.60 25.58 1.92 20.28
2 3 1.60 5.60 25.58 1.92 20.28
2 3 1.70 5.52 25.43 1.90 20.28
2 3 1.80 5.44 25.28 1.88 20.29
2 3 1.90 5.37 25.12 1.87 20.29
2 3 2.00 5.30 24.97 1.85 20.29
2 3 2.10 5.23 24.82 1.83 20.30
2 3 2.20 5.16 24.68 1.81 20.30
2 3 2.30 5.10 24.53 1.79 20.30
2 3 2.40 5.04 24.38 1.78 20.31
2 3 2.50 4.99 24.24 1.76 20.31
2 3 2.60 4.93 24.09 1.74 20.31
2 3 2.70 4.88 23.95 1.73 20.31
2 3 2.80 4.84 23.80 1.71 20.32
2 3 2.90 4.79 23.66 1.69 20.32
2 3 3.00 4.75 23.52 1.68 20.32
2 3 3.10 4.71 23.38 1.66 20.33
2 3 3.20 4.67 23.24 1.64 20.33
2 3 3.30 4.63 23.10 1.63 20.33
2 3 3.40 4.60 22.96 1.61 20.34
2 3 3.50 4.57 22.82 1.59 20.34
2 3 3.60 4.54 22.69 1.58 20.34
2 3 3.70 4.51 22.55 1.56 20.34
2 3 3.80 4.49 22.42 1.55 20.35
2 3 3.90 4.46 22.28 1.53 20.35
2 4 3.90 4.46 22.28 1.53 20.35

2 4 3.94 4.45 22.23 1.53 20.35
2 4 3.98 4.44 22.17 1.52 20.35
2 4 4.02 4.43 22.12 1.52 20.35
2 4 4.06 4.42 22.07 1.51 20.35
2 4 4.10 4.42 22.01 1.50 20.36
2 4 4.14 4.41 21.96 1.50 20.36
2 4 4.18 4.40 21.91 1.49 20.36
2 4 4.22 4.39 21.85 1.49 20.36
2 4 4.26 4.38 21.80 1.48 20.36
2 4 4.30 4.38 21.75 1.47 20.36
2 5 4.30 4.38 21.75 1.47 20.36
2 5 4.36 4.63 21.68 1.47 20.36
2 5 4.42 4.87 21.61 1.46 20.37
2 5 4.48 5.08 21.55 1.46 20.37
2 5 4.54 5.28 21.48 1.45 20.37
2 5 4.60 5.46 21.42 1.45 20.37
2 5 4.66 5.62 21.35 1.44 20.37
2 5 4.72 5.77 21.28 1.43 20.37
2 5 4.78 5.91 21.22 1.43 20.38
2 5 4.84 6.03 21.15 1.42 20.38
2 5 4.90 6.15 21.09 1.42 20.38
2 6 4.90 6.15 21.09 1.42 20.38
2 6 4.93 6.14 21.05 1.41 20.38
2 6 4.96 6.14 21.02 1.41 20.38
2 6 4.99 6.13 20.98 1.41 20.38
2 6 5.02 6.13 20.95 1.40 20.38
2 6 5.05 6.13 20.92 1.40 20.38
2 6 5.08 6.12 20.88 1.40 20.39
2 6 5.11 6.12 20.85 1.39 20.39
2 6 5.14 6.12 20.81 1.39 20.39
2 6 5.17 6.11 20.78 1.39 20.39
2 6 5.20 6.11 20.74 1.38 20.39
2 7 5.20 6.12 20.60 1.38 20.55
2 7 5.30 6.11 20.48 1.37 20.55
2 7 5.40 6.09 20.36 1.35 20.56
2 7 5.50 6.08 20.25 1.34 20.56
2 7 5.60 6.07 20.13 1.33 20.56
2 7 5.70 6.06 20.01 1.32 20.56
2 7 5.80 6.06 19.90 1.31 20.57
2 7 5.90 6.05 19.79 1.30 20.57
2 7 6.00 6.05 19.67 1.28 20.57
2 7 6.10 6.04 19.56 1.27 20.58
2 7 6.20 6.04 19.45 1.26 20.58
2 7 6.30 6.04 19.34 1.25 20.58
2 7 6.40 6.03 19.23 1.24 20.59
2 7 6.50 6.03 19.12 1.23 20.59
2 8 6.50 6.03 19.12 1.23 20.59
2 8 6.60 6.06 19.01 1.22 20.59
2 8 6.70 6.09 18.91 1.21 20.59
2 8 6.80 6.11 18.80 1.20 20.60
2 8 6.90 6.14 18.70 1.19 20.60
2 8 7.00 6.16 18.59 1.18 20.60
2 8 7.10 6.18 18.49 1.17 20.61
2 8 7.20 6.21 18.39 1.16 20.61
2 8 7.30 6.23 18.28 1.15 20.61
2 8 7.40 6.25 18.18 1.14 20.62
2 8 7.50 6.27 18.08 1.13 20.62
2 8 7.60 6.29 17.98 1.12 20.62
2 8 7.70 6.30 17.88 1.11 20.62
2 8 7.80 6.32 17.78 1.10 20.63

2 8
2 8
2 8
2 8
2 9
2 9
2 9
2 9
2 9
2 9
2 9
2 9
2 9
2 9
3 1
3 1
3 1
3 1
3 1
3 1
3 1
3 1
3 1
3 1
3 1
3 1
3 1
3 1
3 1
3 1
3 1
3 1
Seg # I Reach #
7.90
8.00
8.10
8.20
8.20
8.25
8.30
8.35
8.40
8.45
8.50
8.55
8.60
8.65
0.00
0.10
0.20
O .30
O .40
0.50
O .60
0.70
0.80
0.90
1.00
1.10
1.20
1.30
1.40
1.50
1.60
1.70
I Seg Mi I
6.34
6.35
6.37
6.39
6.39
6.40
6.40
6.41
6.42
6.42
6.43
6.43
6.44
6.45
6.45
6.46
6.47
6.48
6.49
6.51
6.52
6.53
6.54
6.55
6.56
6.57
6.58
6.59
6.60
6.61
6.62
6.63
D.O.
1
17.68
17.58
17.49
17.39
17.35
17.30
17.25
17.20
17.15
17.10
17.05
17.01
16.96
16.91
16.91
16.82
16.72
16.63
16.53
16.44
16.35
16.25
16.16
16.07
15.98
15.89
15.80
15.71
15.62
15.54
15.45
15.36
CBOD
1.09
1.08
1.07
1.06
1.06
1.06
1.05
1.05
1.05
1.04
1.04
1.03
1.03
1.02
1.02
1.02
1.01
1.00
0.99
0.98
O .97
0.96
0.96
0.95
O .94
0.93
O .92
O .92
O .91
O .90
O .89
0.88
I NBOD
20.63
20.63
20.64
20.64
20.70
20.70
20.70
20.70
20.71
20.71
20.71
20.71
20.71
20.71
20.71
20.72
20.72
20.72
20.72
20.73
20.73
20.73
20.74
20.74
20.74
20.75
20.75
20.75
20.75
20.76
20.76
20.76
I Flow I

440,4-- a 90
MODEL RESULTS
Discharger : CITY OF MONROE
Receiving Stream : RICHARDSON CREEK
64.1.+,.v Ise)
SUMMER
MONROE @ 15 MGD, 5/1/6 LMTS,
MULT. = 9 (LT BOD)
The End D.O. is 6.62 mg/l.
The End CBOD is 17.34 mg/l.
The End NBOD is 1.08 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 4.17 3.70 3
Reach 1 45.00 4.50 6.00 15.00000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000
Reach 4 0.00 0.00 0.00 0.00000
Reach 5 0.00 0.00 0.00 0.00000
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
Reach 9 0.00 0.00 0.00 0.00000
Segment 2 4.53 4.30 4
Reach 1 0.00 0.00 0.00 0.00000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000
Reach 4 0.00 0.00 0.00 0.00000
Reach 5 0.00 0.00 0.00 0.00000
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
Reach 9 0.00 0.00 0.00 0.00000
Segment 3 6.46 0.00 1
Reach 1 0.00 0.00 0.00 0.00000

*** MODEL SUMMARY DATA ***
Discharger
Receiving Stream .
Summer 7Q10
Design Temperature:
CITY OF MONROE
RICHARDSON CREEK
0.43
26.0
Subbasin : 030714
Stream Class: C
Winter 7Q10 : 1.0
LENGTH SLOPE VELOCITY 1 DEPTH Kd Kd 1 Ka 1 Ka KN
mile ft/mi fps ft design @20° design @20° design
Segment 1
Reach 1
1.15
2.40
0.399
1.99
0.29
0.22
3.31
2.91
O .48
Segment 1
Reach 2
2.40
2.40
0.373
2.06
0.29
0.22
3.03
2.66
0.48
Segment 1
Reach 3
0.15
2.40
0.333
2.19
0.28
0.22
2.61
2.29
0.48
Segment 1
Reach 4
1.65
5.00
0.407
1.98
0.30
0.23
3.36
2.95
0.48
Segment 1
Reach 5
0.40
5.00
O .397
2.01
0.30
0.23
3.25
2.85
0.48
Segment 1
Reach 6
0.60
16.70
O .560
1.69
0.40
0.30
4.99
4.38
O .48
Segment 1
Reach 7
0.90
7.70
O .436
1.92
0.32
0.24
3.65
3.20
0.48
Segment 1
Reach 8
0.40
7.70
0.430
1.93
0.32
0.24
4.91
4.31
0.48
Segment 1
Reach 9
0.85
11.80
0.487
1.82
0.35
0.27
8.50
7.46
0.48
Segment 2
Reach 1
0.65
6.25
0.404
1.99
0.31
0.24
3.74
3.28
O .48
Segment 2
Reach 2
0.95
6.25
0.398
2.01
0.31
0.23
3.69
3.24
O .48
Segment 2
Reach 3
2.30
3.70
0.340
2.18
0.29
0.22
1.87
1.64
0.48

Segment 2
Reach 4
0.40
3.70
O .336
2.19
0.29
0.22
1.84
1.62
0.48
Segment 2
Reach 5
0.60
16.70
0.519
1.76
0.38
0.29
12.85
11.28
0.48
Segment 2
Reach 6
0.30
6.25
0.390
2.04
0.31
0.23
3.61
3.17
0.48
Segment 2
Reach 7
1.30
6.25
0.373
2.09
0.30
0.23
3.45
3.03
0.48
Segment 2
Reach 8
1.70
7.60
0.393
2.04
0.31
0.24
4.43
3.88
0.48
Segment 2
Reach 9
0.45
7.60
O .387
2.06
0.31
0.24
4.36
3.82
0.48
Segment 3
Reach 1
1.70
7.60
O .385
2.06
0.31
0.24
4.34
3.81
0.48
Flow
cfs
Segment 1 Reach 1
Waste
Headwaters
Tributary
* Runoff
23.250
0.430
0.000
0.010
Segment 1 Reach 2
Waste 0.000
Tributary 0.090
* Runoff 0.010
Segment 1 Reach 3
Waste 0.000
Tributary 0.210
* Runoff 0.020
Segment 1 Reach 4
Waste 0.000
Tributary 0.000
* Runoff 0.020
CBOD
mg/1
45.000
2.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
NBOD
mg/1
4.500
1.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
D.O.
mg/1
6.000
7.300
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300

Segment 1 Reach 5
Waste 0.000
Tributary 0.000
* Runoff 0.020
Segment 1 Reach 6
Waste 0.000
Tributary 0.000
* Runoff 0.020
Segment 1 Reach 7
Waste 0.000
Tributary 0.000
* Runoff 0.020
Segment 1 Reach 8
Waste 0.000
Tributary 0.000
* Runoff 0.020
Segment 1 Reach 9
Waste 0.000
Tributary 0.000
* Runoff 0.020
Segment 2 Reach 1
Waste
Headwaters
Tributary
* Runoff
0.000
0.000
0.000
0.020
Segment 2 Reach 2
Waste 0.000
Tributary 0.000
* Runoff 0.030
Segment 2 Reach 3
Waste 0.000
Tributary 0.000
* Runoff 0.030
Segment 2 Reach 4
Waste
Tributary
* Runoff
0.000
0.000
0.030
Segment 2 Reach 5
Waste 0.000
Tributary 0.000
* Runoff 0.030
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
7.300
7.300
0.000
7.300
7.300
O .000
7.300
7.300
0.000
7.300
7.300
O .000
7.300
7.300
O .000
7.300
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300

Segment 2 Reach 6
Waste 0.000
Tributary 0.000
* Runoff 0.030
Segment 2 Reach 7
Waste 0.000
Tributary 0.160
* Runoff 0.030
Segment 2 Reach 8
Waste 0.000
Tributary 0.000
* Runoff 0.030
Segment 2 Reach 9
Waste 0.000
Tributary 0.060
* Runoff 0.030
Segment 3 Reach 1
Waste 0.000
Headwaters 0.000
Tributary 0.000
* Runoff 0.030
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
2.000
* Runoff flow is in cfs/mile
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
1.000
O .000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
O .000
7.300
7.300
O .000
7.300
7.300
7.300

Seg # I Reach # I Seg Mi I D.O.
1 1 0.00 6.02
1 1 0.05 5.96
1 1 0.10 5.90
1 1 0.15 5.85
1 1 0.20 5.79
1 1 0.25 5.74
1 1 0.30 5.69
1 1 0.35 5.64
1 1 0.40 5.59
1 1 0.45 5.54
1 1 0.50 5.49
1 1 0.55 5.45
1 1 0.60 5.41
1 1 0.65 5.36
1 1 0.70 5.32
1 1 0.75 5.29
1 1 0.80 5.25
1 1 0.85 5.21
1 1 0.90 5.18
1 1 0.95 5.14
1 1 1.00 5.11
1 1 1.05 5.08
1 1 1.10 5.04
1 1 1.15 5.01
1 2 1.15 5.02
1 2 1.35 4.88
1 2 1.55 4.76
1 2 1.75 4.65
1 2 1.95 4.56
1 2 2.15 4.48
1 2 2.35 4.41
1 2 2.55 4.36
1 2 2.75 4.31
1 2 2.95 4.27
1 2 3.15 4.24
1 2 3.35 4.21
1 2 3.55 4.20
1 3 3.55 4.22
1 3 3.58 4.21
1 3 3.61 4.20
1 3 3.64 4.19
1 3 3.67 4.18
1 3 3.70 4.17
1 4 3.70 4.17
1 4 3.85 4.19
1 4 4.00 4.20
1 4 4.15 4.21
1 4 4.30 4.23
1 4 4.45 4.24
1 4 4.60 4.26
1 4 4.75 4.28
1 4 4.90 4.29
1 4 5.05 4.31
1 4 5.20 4.33
1 4 5.35 4.35
1 5 5.35 4.35
SUMMER
MONROE @ 15 MGD, 5/1/6 LMTS,
MULT. = 9 (LT BOD)
CBOD I NBOD I Flow I
44.22 4.44 23.68
44.12 4.42 23.68
44.02 4.40 23.68
43.92 4.39 23.68
43.82 4.37 23.68
43.73 4.36 23.68
43.63 4.34 23.68
43.53 4.32 23.68
43.43 4.31 23.68
43.34 4.29 23.68
43.24 4.28 23.68
43.14 4.26 23.69
43.05 4.25 23.69
42.95 4.23 23.69
42.85 4.21 23.69
42.76 4.20 23.69
42.66 4.18 23.69
42.57 4.17 23.69
42.47 4.15 23.69
42.38 4.14 23.69
42.28 4.12 23.69
42.19 4.11 23.69
42.09 4.09 23.69
42.00 4.08 23.69
41.85 4.07 23.78
41.45 4.00 23.78
41.06 3.94 23.79
40.67 3.88 23.79
40.29 3.82 23.79
39.91 3.76 23.79
39.53 3.70 23.79
39.16 3.64 23.80
38.79 3.59 23.80
38.42 3.53 23.80
38.06 3.48 23.80
37.70 3.42 23.80
37.34 3.37 23.81
37.03 3.35 24.02
36.98 3.34 24.02
36.92 3.33 24.02
36.86 3.32 24.02
36.80 3.31 24.02
36.74 3.31 24.02
36.74 3.31 24.02
36.49 3.27 24.02
36.23 3.23 24.02
35.98 3.20 24.03
35.73 3.17 24.03
35.48 3.13 24.03
35.24 3.10 24.04
34.99 3.06 24.04
34.75 3.03 24.04
34.51 3.00 24.05
34.27 2.97 24.05
34.03 2.94 24.05
34.03 2.94 24.05

1 5 5.39 4.35 33.97 2.93 24.05
1 5 5.43 4.36 33.90 2.92 24.05
1 5 5.47 4.36 33.84 2.91 24.05
1 5 5.51 4.36 33.77 2.90 24.05
1 5 5.55 4.37 33.71 2.89 24.06
1 5 5.59 4.37 33.65 2.88 24.06
1 5 5.63 4.38 33.58 2.88 24.06
1 5 5.67 4.38 33.52 2.87 24.06
1 5 5.71 4.38 33.46 2.86 24.06
1 5 5.75 4.39 33.39 2.85 24.06
1 6 5.75 4.39 33.39 2.85 24.06
1 6 5.81 4.41 33.30 2.84 24.06
1 6 5.87 4.44 33.22 2.83 24.06
1 6 5.93 4.46 33.13 2.82 24.06
1 6 5.99 4.49 33.04 2.81 24.06
1 6 6.05 4.51 32.95 2.81 24.07
1 6 6.11 4.53 32.86 2.80 24.07
1 6 6.17 4.55 32.78 2.79 24.07
1 6 6.23 4.58 32.69 2.78 24.07
1 6 6.29 4.60 32.60 2.77 24.07
1 6 6.35 4.62 32.52 2.76 24.07
1 7 6.35 4.62 32.52 2.76 24.07
1 7 6.44 4.63 32.38 2.74 24.07
1 7 6.53 4.64 32.25 2.73 24.08
1 7 6.62 4.66 32.11 2.71 24.08
1 7 6.71 4.67 31.98 2.70 24.08
1 7 6.80 4.68 31.85 2.68 24.08
1 7 6.89 4.69 31.72 2.66 24.08
1 7 6.98 4.71 31.59 2.65 24.08
1 7 7.07 4.72 31.46 2.63 24.09
1 7 7.16 4.73 31.33 2.62 24.09
1 7 7.25 4.74 31.20 2.60 24.09
1 8 7.25 4.74 31.20 2.60 24.09
1 8 7.29 4.77 31.14 2.59 24.09
1 8 7.33 4.80 31.08 2.59 24.09
1 8 7.37 4.83 31.03 2.58 24.09
1 8 7.41 4.86 30.97 2.57 24.09
1 8 7.45 4.89 30.91 2.56 24.09
1 8 7.49 4.91 30.85 2.56 24.09
1 8 7.53 4.94 30.80 2.55 24.10
1 8 7.57 4.96 30.74 2.54 24.10
1 8 7.61 4.99 30.68 2.54 24.10
1 8 7.65 5.01 30.63 2.53 24.10
1 9 7.65 5.01 30.63 2.53 24.10
1 9 7.70 5.10 30.56 2.52 24.10
1 9 7.75 5.18 30.49 2.51 24.10
1 9 7.80 5.26 30.42 2.51 24.10
1 9 7.85 5.34 30.35 2.50 24.10
1 9 7.90 5.41 30.28 2.49 24.10
1 9 7.95 5.48 30.21 2.48 24.10
1 9 8.00 5.54 30.15 2.48 24.10
1 9 8.05 5.60 30.08 2.47 24.11
1 9 8.10 5.66 30.01 2.46 24.11
1 9 8.15 5.72 29.94 2.45 24.11
1 9 8.20 5.77 29.88 2.45 24.11
1 9 8.25 5.82 29.81 2.44 24.11
1 9 8.30 5.87 29.74 2.43 24.11
1 9 8.35 5.91 29.67 2.42 24.11
1 9 8.40 5.96 29.61 2.42 24.11
1 9 8.45 6.00 29.54 2.41 24.11

1 9 8.50 6.04 29.47 2.40 24.11
2 1 0.00 6.04 29.47 2.40 24.11
2 1 0.05 6.02 29.40 2.39 24.12
2 1 0.10 6.00 29.33 2.39 24.12
2 1 0.15 5.98 29.26 2.38 24.12
2 1 0.20 5.97 29.20 2.37 24.12
2 1 0.25 5.95 29.13 2.36 24.12
2 1 0.30 5.94 29.06 2.35 24.12
2 1 0.35 5.92 28.99 2.34 24.12
2 1 0.40 5.91 28.92 2.33 24.12
2 1 0.45 5.89 28.85 2.33 24.12
2 1 0.50 5.88 28.78 2.32 24.12
2 1 0.55 5.87 28.71 2.31 24.13
2 1 0.60 5.86 28.64 2.30 24.13
2 1 0.65 5.85 28.58 2.29 24.13
2 2 0.65 5.85 28.58 2.29 24.13
2 2 0.70 5.83 28.51 2.28 24.13
2 2 0.75 5.82 28.44 2.28 24.13
2 2 0.80 5.81 28.37 2.27 24.13
2 2 0.85 5.80 28.30 2.26 24.13
2 2 0.90 5.79 28.23 2.25 24.14
2 2 0.95 5.78 28.16 2.24 24.14
2 2 1.00 5.77 28.10 2.23 24.14
2 2 1.05 5.77 28.03 2.23 24.14
2 2 1.10 5.76 27.96 2.22 24.14
2 2 1.15 5.75 27.89 2.21 24.14
2 2 1.20 5.74 27.82 2.20 24.14
2 2 1.25 5.74 27.76 2.19 24.15
2 2 1.30 5.73 27.69 2.19 24.15
2 2 1.35 5.73 27.62 2.18 24.15
2 2 1.40 5.72 27.56 2.17 24.15
2 2 1.45 5.71 27.49 2.16 24.15
2 2 1.50 5.71 27.42 2.15 24.15
2 2 1.55 5.70 27.36 2.15 24.15
2 2 1.60 5.70 27.29 2.14 24.16
2 3 1.60 5.70 27.29 2.14 24.16
2 3 1.70 5.62 27.15 2.12 24.16
2 3 1.80 5.55 27.00 2.10 24.16
2 3 1.90 5.48 26.86 2.08 24.17
2 3 2.00 5.41 26.72 2.07 24.17
2 3 2.10 5.35 26.57 2.05 24.17
2 3 2.20 5.29 26.43 2.03 24.17
2 3 2.30 5.23 26.29 2.01 24.18
2 3 2.40 5.17 26.15 2.00 24.18
2 3 2.50 5.12 26.02 1.98 24.18
2 3 2.60 5.07 25.88 1.96 24.19
2 3 2.70 5.02 25.74 1.94 24.19
2 3 2.80 4.97 25.60 1.93 24.19
2 3 2.90 4.93 25.47 1.91 24.20
2 3 3.00 4.89 25.33 1.89 24.20
2 3 3.10 4.85 25.20 1.88 24.20
2 3 3.20 4.82 25.07 1.86 24.20
2 3 3.30 4.78 24.93 1.85 24.21
2 3 3.40 4.75 24.80 1.83 24.21
2 3 3.50 4.72 24.67 1.81 24.21
2 3 3.60 4.69 24.54 1.80 24.22
2 3 3.70 4.66 24.41 1.78 24.22
2 3 3.80 4.64 24.28 1.77 24.22
2 3 3.90 4.61 24.15 1.75 24.23
2 4 3.90 4.61 24.15 1.75 24.23

2 4 3.94 4.60 24.10 1.75 24.23
2 4 3.98 4.59 24.05 1.74 24.23
2 4 4.02 4.58 24.00 1.74 24.23
2 4 4.06 4.57 23.94 1.73 24.23
2 4 4.10 4.57 23.89 1.72 24.23
2 4 4.14 4.56 23.84 1.72 24.23
2 4 4.18 4.55 23.79 1.71 24.23
2 4 4.22 4.54 23.74 1.71 24.23
2 4 4.26 4.53 23.69 1.70 24.24
2 4 4.30 4.53 23.64 1.69 24.24
2 5 4.30 4.53 23.64 1.69 24.24
2 5 4.36 4.77 23.57 1.69 24.24
2 5 4.42 4.99 23.51 1.68 24.24
2 5 4.48 5.20 23.44 1.68 24.24
2 5 4.54 5.38 23.38 1.67 24.24
2 5 4.60 5.56 23.31 1.67 24.25
2 5 4.66 5.71 23.25 1.66 24.25
2 5 4.72 5.85 23.18 1.65 24.25
2 5 4.78 5.98 23.12 1.65 24.25
2 5 4.84 6.10 23.05 1.64 24.25
2 5 4.90 6.21 22.99 1.64 24.26
2 6 4.90 6.21 22.99 1.64 24.26
2 6 4.93 6.21 22.96 1.63 24.26
2 6 4.96 6.20 22.92 1.63 24.26
2 6 4.99 6.20 22.89 1.63 24.26
2 6 5.02 6.20 22.85 1.62 24.26
2 6 5.05 6.19 22.82 1.62 24.26
2 6 5.08 6.19 22.79 1.62 24.26
2 6 5.11 6.18 22.75 1.61 24.26
2 6 5.14 6.18 22.72 1.61 24.26
2 6 5.17 6.18 22.69 1.60 24.26
2 6 5.20 6.17 22.65 1.60 24.26
2 7 5.20 6.18 22.52 1.60 24.42
2 7 5.30 6.17 22.40 1.58 24.43
2 7 5.40 6.15 22.29 1.57 24.43
2 7 5.50 6.14 22.18 1.56 24.43
2 7 5.60 6.13 22.06 1.55 24.44
2 7 5.70 6.12 21.95 1.54 24.44
2 7 5.80 6.11 21.84 1.52 24.44
2 7 5.90 6.11 21.73 1.51 24.45
2 7 6.00 6.10 21.62 1.50 24.45
2 7 6.10 6.09 21.51 1.49 24.45
2 7 6.20 6.09 21.40 1.48 24.45
2 7 6.30 6.09 21.29 1.46 24.46
2 7 6.40 6.08 21.18 1.45 24.46
2 7 6.50 6.08 21.07 1.44 24.46
2 8 6.50 6.08 21.07 1.44 24.46
2 8 6.60 6.11 20.97 1.43 24.47
2 8 6.70 6.13 20.87 1.42 24.47
2 8 6.80 6.16 20.76 1.41 24.47
2 8 6.90 6.18 20.66 1.40 24.48
2 8 7.00 6.20 20.56 1.39 24.48
2 8 7.10 6.22 20.45 1.38 24.48
2 8 7.20 6.24 20.35 1.37 24.48
2 8 7.30 6.26 20.25 1.36 24.49
2 8 7.40 6.28 20.15 1.35 24.49
2 8 7.50 6.30 20.05 1.34 24.49
2 8 7.60 6.31 19.95 1.33 24.50
2 8 7.70 6.33 19.85 1.32 24.50
2 8 7.80 6.35 19.75 1.31 24.50

t.
2 8 7.90 6.36 19.66 1.30 24.51
2 8 8.00 6.38 19.56 1.29 24.51
2 8 8.10 6.39 19.46 1.28 24.51
2 8 8.20 6.41 19.37 1.27 24.51
2 9 8.20 6.41 19.32 1.27 24.57
2 9 8.25 6.41 19.27 1.27 24.58
2 9 8.30. 6.42 19.23 1.26 24.58
2 9 8.35 6.43 19.18 1.26 24.58
2 9 8.40 6.43 19.13 1.25 24.58
2 9 8.45 6.44 19.08 1.25 24.58
2 9 8.50 6.44 19.03 1.24 24.58
2 9 8.55 6.45 18.99 1.24 24.58
2 9 8.60 6.46 18.94 1.23 24.59
2 9 8.65 6.46 18.89 1.23 24.59
3 1 0.00 6.46 18.89 1.23 24.59
3 1 0.10 6.47 18.80 1.22 24.59
3 1 0.20 6.48 18.70 1.21 24.59
3 1 0.30 6.49 18.61 1.20 24.60
3 1 0.40 6.50 18.51 1.19 24.60
3 1 0.50 6.51 18.42 1.18 24.60
3 1 0.60 6.52 18.33 1.17 24.61
3 1 0.70 6.53 18.24 1.16 24.61
3 1 0.80 6.54 18.14 1.16 24.61
3 1 0.90 6.55 18.05 1.15 24.61
3 1 1.00 6.56 17.96 1.14 24.62
3 1 1.10 6.57 17.87 1.13 24.62
3 1 1.20 6.58 17.78 1.12 24.62
3 1 1.30 6.59 17.69 1.11 24.63
3 1 1.40 6.60 17.60 1.10 24.63
3 1 1.50 6.61 17.51 1.10 24.63
3 1 1.60 6.62 17.43 1.09 24.64
3 1 1.70 6.62 17.34 1.08 24.64
I Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow I

,
1 / b. o. se.".....(4,-..,
it G$DD doge-
iita I AI.dt.,.- g y 6 Y
MODEL RESULTS
Discharger : CITY OF MONROE
Receiving Stream : RICHARDSON CREEK
Flt N
614coin, 516)
SUMMER
MODEL @ 12.5 MGD, 5/1/6 LMTS
MULT=4.64 (1/2 LT BOD)
The End D.O. is 7.29 mg/1.
The End CBOD is 7.89 mg/1.
The End NBOD is 0.88 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 5.64 2.55 2
Reach 1 23.00 4.50 6.00 12.50000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000
Reach 4 0.00 0.00 0.00 0.00000
Reach 5 0.00 0.00 0.00 0.00000
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
Reach 9 0.00 0.00 0.00 0.00000
Segment 2 6.00 4.30 4
Reach 1 0.00 0.00 0.00 0.00000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000
Reach 4 0.00 0.00 0.00 0.00000
Reach 5 0.00 0.00 0.00 0.00000
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
Reach 9 0.00 0.00 0.00 0.00000
Segment 3 7.18 0.00 1
Reach 1 0.00 0.00 0.00 0.00000

*** MODEL SUMMARY DATA ***
Discharger : CITY OF MONROE Subbasin : 030714
Receiving Stream : RICHARDSON CREEK Stream Class: C
Summer 7Q10 : •0.43 Winter 7Q10 : 1.0
Design Temperature: 26.0
LENGTH SLOPE VELOCITY 1 DEPTH Kd 1 Kd 1 Ka 1 Ka 1 KM
mile ft/mi fps ft design @20° design @20° design
Segment 1
Reach 1
1.15
2.40
O .349
1.95
0.00
0.22
- 1.18576720243639994E
Segment 1
Reach 2
2.40
2.40
O .327
2.02
0.00
0.22
- 6.44589374429014097E
Segment 1
Reach 3
O .15
2.40
0.292
2.14
0.00
0.21
- 7.44241150022516075E
Segment 1
Reach 4
1.65
5.00
0.357
1.94
0.00
0.23
-7.82199154889260922E
Segment 1
Reach 5
0.40
5.00
O .348
1.97
0.00
0.23
- 1.19153297513701270E
Segment 1
Reach 6
0.60
16.70
O .491
1.66
0.00
0.29
- 9.97658860025845808E
Segment 1
Reach 7
O .90
7.70
0.382
1.88
0.00
0.24
- 5.45075733676094476E
Segment 1
Reach 8
0.40
7.70
0.377
1.89
0.00
0.24
-3.37477889391168674E
Segment 1
Reach 9
0.85
11.80
0.427
1.78
0.00
0.26
- 6.78409232926685189E
Segment 2
Reach 1
O .65
6.25
O .354
1.95
0.00
0.23
-6.29280042780920110E
Segment 2
Reach 2
0.95
6.25
0.349
1.97
0.00
0.23
- 7.01958815273676192E
Segment 2
Reach 3
2.30
3.70
0.299
2.13
0.00
0.22
- 5.83568277675119696E

Segment 2
Reach 4
O .40
3.70
0.295
2.15
0.00
0.22
- 1.14108246169589138E
Segment 2
Reach 5
O .60
16.70
0.456
1.73
0.00
0.28
- 4.03868355090006371E
Segment 2
Reach 6
0.30
6.25
0.342
1.99
0.00
0.23
- 1.21315462325443018E
Segment 2
Reach 7
1.30
6.25
0.328
2.05
0.00
0.23
- 9.82433634121140590E
Segment 2
Reach 8
1.70
7.60
0.346
1.99
0.00
0.23
- 4.82763347882935785E
Segment 2
Reach 9
0.45
7.60
0.340
2.01
0.00
0.23
- 1.15789929989946794E
Segment 3
Reach 1
1.70
7.60
0.339
2.02
0.00
0.23
- 1.87645875053115580E
Flow
cfs
Segment 1 Reach 1
Waste
Headwaters
Tributary
* Runoff
19.375
O .430
0.000
O .010
Segment 1 Reach 2
Waste 0.000
Tributary 0.090
* Runoff 0.010
Segment 1 Reach 3
Waste 0.000
Tributary 0.210
* Runoff 0.020
Segment 1 Reach 4
Waste 0.000
Tributary 0.000
* Runoff 0.020
CBOD
mg/1
23.000
2.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
NBOD
mg/1
4.500
1.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
D.O.
mg/1
6.000
4.900
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300

Segment 1 Reach 5
Waste 0.000
Tributary 0.000
* Runoff 0.020
Segment 1 Reach 6
Waste
Tributary
* Runoff
0.000
0.000
0.020
Segment 1 Reach 7
Waste 0.000
Tributary 0.000
* Runoff 0.020
Segment 1 Reach 8
Waste 0.000
Tributary 0.000
* Runoff 0.020
Segment 1 Reach 9
Waste 0.000
Tributary 0.000
* Runoff 0.020
Segment 2 Reach 1
Waste 0.000
Headwaters 0.000
Tributary 0.000
* Runoff 0.020
Segment 2 Reach 2
Waste 0.000
Tributary 0.000
* Runoff 0.030
Segment 2 Reach 3
Waste 0.000
Tributary 0.000
* Runoff 0.030
Segment 2 Reach 4
Waste 0.000
Tributary 0.000
* Runoff 0.030
Segment 2 Reach 5
Waste 0.000
Tributary 0.000
* Runoff 0.030
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
O .000
7.300
7.300
O .000
7.300
7.300
0.000
7.300
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
O .000
7.300
7.300

Segment 2 Reach 6
Waste 0.000
Tributary 0.000
* Runoff 0.030
Segment 2 Reach 7
Waste 0.000
Tributary 0.160
* Runoff 0.030
Segment 2 Reach 8
Waste 0.000
Tributary 0.000
* Runoff 0.030
Segment 2 Reach 9
Waste 0.000
Tributary 0.060
* Runoff 0.030
Segment 3 Reach 1
Waste 0.000
Headwaters 0.000
Tributary 0.000
* Runoff 0.030
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
2.000
* Runoff flow is in cfs/mile
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
1.000
O .000
7.300
7.300
O .000
7.300
7.300
O .000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
7.300

Reach # I Seg Mi I D.O.
1 0.00 5.98
1 0.05 5.96
1 0.10 5.95
1 0.15 5.93
1 0.20 5.92
1 0.25 5.91
1 0.30 5.90
1 0.35 5.88
1 0.40 5.87
1 0.45 5.86
1 0.50 5.85
1 0.55 5.84
1 0.60 5.83
1 0.65 5.83
1 0.70 5.82
1 0.75 5.81
1 0.80 5.80
1 0.85 5.80
1 0.90 5.79
1 0.95 5.78
1 1.00 5.78
1 1.05 5.77
1 1.10 5.77
1 1.15 5.76
2 1.15 5.77
2 1.35 5.73
2 1.55 5.71
2 1.75 5.68
2 1.95 5.67
2 2.15 5.65
2 2.35 5.65
2 2.55 5.64
2 2.75 5.64
2 2.95 5.65
2 3.15 5.65
2 3.35 5.66
2 3.55 5.67
3 3.55 5.69
3 3.58 5.69
3 3.61 5.68
3 3.64 5.68
3 3.67 5.68
3 3.70 5.67
4 3.70 5.67
4 3.85 5.70
4 4.00 5.72
4 4.15 5.74
4 4.30 5.77
4 4.45 5.79
4 4.60 5.81
4 4.75 5.83
4 4.90 5.85
4 5.05 5.87
4 5.20 5.90
4 5.35 5.92
5 5.35 5.92
SUMMER
MODEL AT 12.5 MGD, 5/1/6 LMTS
MULTIPLIER=4.64 (1/2 LT BOD)
CBOD I NBOD I Flow I
22.54 4.42 19.80
22.49 4.41 19.81
22.43 4.39 19.81
22.37 4.37 19.81
22.32 4.35 19.81
22.26 4.33 19.81
22.20 4.31 19.81
22.15 4.30 19.81
22.09 4.28 19.81
22.04 4.26 19.81
21.98 4.24 19.81
21.92 4.22 19.81
21.87 4.21 19.81
21.81 4.19 19.81
21.76 4.17 19.81
21.70 4.15 19.81
21.65 4.14 19.81
21.59 4.12 19.81
21.54 4.10 19.81
21.48 4.09 19.81
21.43 4.07 19.81
21.38 4.05 19.82
21.32 4.03 19.82
21.27 4.02 19.82
21.18 4.00 19.91
20.95 3.93 19.91
20.73 3.86 19.91
20.51 3.80 19.91
20.29 3.73 19.91
20.07 3.66 19.92
19.86 3.60 19.92
19.64 3.53 19.92
19.43 3.47 19.92
19.23 3.41 19.92
19.02 3.35 19.93
18.82 3.29 19.93
18.62 3.23 19.93
18.44 3.21 20.14
18.41 3.20 20.14
18.38 3.19 20.14
18.34 3.18 20.14
18.31 3.17 20.14
18.28 3.16 20.14
18.28 3.16 20.14
18.14 3.12 20.15
17.99 3.08 20.15
17.85 3.04 20.15
17.71 3.01 20.16
17.58 2.97 20.16
17.44 2.93 20.16
17.30 2.90 20.16
17.17 2.86 20.17
17.03 2.83 20.17
16.90 2.79 20.17
16.77 2.76 20.18
16.77 2.76 20.18

1 5 5.39 5.92 16.73 2.75 20.18
1 5 5.43 5.92 16.70 2.74 20.18
1 5 5.47 5.93 16.66 2.73 20.18
1 5 5.51 5.93 16.63 2.72 20.18
1 5 5.55 5.94 16.59 2.71 20.18
1 5 5.59 5.94 16.56 2.70 20.18
1 5 5.63 5.95 16.52 2.69 20.18
1 5 5.67 5.95 16.49 2.69 20.18
1 5 5.71 5.95 16.45 2.68 20.18
1 5 5.75 5.96 16.41 2.67 20.18
1 6 5.75 5.96 16.41 2.67 20.18
1 6 5.81 5.98 16.37 2.66 20.19
1 6 5.87 6.00 16.32 2.65 20.19
1 6 5.93 6.02 16.27 2.64 20.19
1 6 5.99 6.04 16.22 2.63 20.19
1 6 6.05 6.06 16.18 2.62 20.19
1 6 6.11 6.07 16.13 2.61 20.19
1 6 6.17 6.09 16.08 2.60 20.19
1 6 6.23 6.11 16.03 2.59 20.19
1 6 6.29 6.13 15.99 2.58 20.20
1 6 6.35 6.14 15.94 2.57 20.20
1 7 6.35 6.14 15.94 2.57 20.20
1 7 6.44 6.15 15.87 2.56 20.20
1 7 6.53 6.16 15.79 2.54 20.20
1 7 6.62 6.17 15.72 2.52 20.20
1 7 6.71 6.18 15.65 2.50 20.20
1 7 6.80 6.19 15.58 2.49 20.21
1 7 6.89 6.20 15.50 2.47 20.21
1 7 6.98 6.21 15.43 2.45 20.21
1 7 7.07 6.22 15.36 2.44 20.21
1 7 7.16 6.23 15.29 2.42 20.21
1 7 7.25 6.24 15.22 2.40 20.21
1 8 7.25 6.24 15.22 2.40 20.21
1 8 7.29 6.25 15.19 2.39 20.22
1 8 7.33 6.27 15.16 2.39 20.22
1 8 7.37 6.28 15.13 2.38 20.22
1 8 7.41 6.29 15.09 2.37 20.22
1 8 7.45 6.30 15.06 2.36 20.22
1 8 7.49 6.32 15.03 2.36 20.22
1 8 7.53 6.33 15.00 2.35 20.22
1 8 7.57 6.34 14.97 2.34 20.22
1 8 7.61 6.35 14.94 2.34 20.22
1 8 7.65 6.36 14.91 2.33 20.22
1 9 7.65 6.36 14.91 2.33 20.22
1 9 7.70 6.41 14.87 2.32 20.22
1 9 7.75 6.46 14.83 2.31 20.22
1 9 7.80 6.50 14.80 2.30 20.23
1 9 7.85 6.54 14.76 2.30 20.23
1 9 7.90 6.58 14.72 2.29 20.23
1 9 7.95 6.62 14.69 2.28 20.23
1 9 8.00 6.65 14.65 2.27 20.23
1 9 8.05 6.68 14.61 2.27 20.23
1 9 8.10 6.72 14.58 2.26 20.23
1 9 8.15 6.75 14.54 2.25 20.23
1 9 8.20 6.77 14.50 2.24 20.23
1 9 8.25 6.80 14.47 2.23 20.23
1 9 8.30 6.83 14.43 2.23 20.24
1 9 8.35 6.85 14.39 2.22 20.24
1 9 8.40 6.88 14.36 2.21 20.24
1 9 8.45 6.90 14.32 2.20 20.24

1 9 8.50 6.92 14.29 2.20 20.24
2 1 0.00 6.92 14.29 2.20 20.24
2 1 0.05 6.91 14.25 2.19 20.24
2 1 0.10 6.90 14.21 2.18 20.24
2 1 0.15 6.88 14.17 2.17 20.24
2 1 0.20 6.87 14.14 2.16 20.24
2 1 0.25 6.86 14.10 2.15 20.24
2 1 0.30 6.85 14.06 2.14 20.25
2 1 0.35 6.84 14.02 2.13 20.25
2 1 0.40 6.83 13.99 2.12 20.25
2 1 0.45 6.82 13.95 2.12 20.25
2 1 0.50 6.81 13.91 2.11 20.25
2 1 0.55 6.81 13.87 2.10 20.25
2 1 0.60 6.80 13.84 2.09 20.25
2 1 0.65 6.79 13.80 2.08 20.25
2 2 0.65 6.79 13.80 2.08 20.25
2 2 0.70 6.78 13.76 2.07 20.25
2 2 0.75 6.78 13.72 2.06 20.26
2 2 0.80 6.77 13.69 2.06 20.26
2 2 0.85 6.76 13.65 2.05 20.26
2 2 0.90 6.75 13.61 2.04 20.26
2 2 0.95 6.75 13.58 2.03 20.26
2 2 1.00 6.74 13.54 2.02 20.26
2 2 1.05 6.74 13.50 2.01 20.26
2 2 1.10 6.73 13.47 2.00 20.27
2 2 1.15 6.73 13.43 2.00 20.27
2 2 1.20 6.72 13.39 1.99 20.27
2 2 1.25 6.72 13.36 1.98 20.27
2 2 1.30 6.71 13.32 1.97 20.27
2 2 1.35 6.71 13.28 1.96 20.27
2 2 1.40 6.71 13.25 1.95 20.28
2 2 1.45 6.70 13.21 1.95 20.28
2 2 1.50 6.70 13.18 1.94 20.28
2 2 1.55 6.70 13.14 1.93 20.28
2 2 1.60 6.69 13.10 1.92 20.28
2 3 1.60 6.69 13.10 1.92 20.28
2 3 1.70 6.65 13.03 1.90 20.28
2 3 1.80 6.60 12.95 1.88 20.29
2 3 1.90 6.56 12.87 1.87 20.29
2 3 2.00 6.52 12.79 1.85 20.29
2 3 2.10 6.48 12.72 1.83 20.30
2 3 2.20 6.44 12.64 1.81 20.30
2 3 2.30 6.41 12.57 1.79 20.30
2 3 2.40 6.37 12.49 1.78 20.31
2 3 2.50 6.34 12.42 1.76 20.31
2 3 2.60 6.31 12.34 1.74 20.31
2 3 2.70 6.28 12.27 1.73 20.31
2 3 2.80 6.26 12.19 1.71 20.32
2 3 2.90 6.23 12.12 1.69 20.32
2 3 3.00 6.21 12.05 1.68 20.32
2 3 3.10 6.19 11.98 1.66 20.33
2 3 3.20 6.17 11.91 1.64 20.33
2 3 3.30 6.15 11.83 1.63 20.33
2 3 3.40 6.13 11.76 1.61 20.34
2 3 3.50 6.11 11.69 1.59 20.34
2 3 3.60 6.09 11.62 1.58 20.34
2 3 3.70 6.08 11.55 1.56 20.34
2 3 3.80 6.06 11.49 1.55 20.35
2 3 3.90 6.05 11.42 1.53 20.35
2 4 3.90 6.05 11.42 1.53 20.35

2 4 3.94 6.04 11.39 1.53 20.35
2 4 3.98 6.04 11.36 1.52 20.35
2 4 4.02 6.03 11.33 1.52 20.35
2 4 4.06 6.03 11.31 1.51 20.35
2 4 4.10 6.02 11.28 1.50 20.36
2 4 4.14 6.02 11.25 1.50 20.36
2 4 4.18 6.02 11.22 1.49 20.36
2 4 4.22 6.01 11.20 1.49 20.36
2 4 4.26 6.01 11.17 1.48 20.36
2 4 4.30 6.00 11.14 1.47 20.36
2 5 4.30 6.00 11.14 1.47 20.36
2 5 4.36 6.15 11.11 1.47 20.36
2 5 4.42 6.28 11.08 1.46 20.37
2 5 4.48 6.40 11.04 1.46 20.37
2 5 4.54 6.51 11.01 1.45 20.37
2 5 4.60 6.62 10.97 1.45 20.37
2 5 4.66 6.71 10.94 1.44 20.37
2 5 4.72 6.79 10.91 1.43 20.37
2 5 4.78 6.87 10.87 1.43 20.38
2 5 4.84 6.94 10.84 1.42 20.38
2 5 4.90 7.01 10.81 1.42 20.38
2 6 4.90 7.01 10.81 1.42 20.38
2 6 4.93 7.01 10.79 1.41 20.38
2 6 4.96 7.00 10.77 1.41 20.38
2 6 4.99 7.00 10.75 1.41 20.38
2 6 5.02 7.00 10.74 1.40 20.38
2 6 5.05 7.00 10.72 1.40 20.38
2 6 5.08 7.00 10.70 1.40 20.39
2 6 5.11 6.99 10.68 1.39 20.39
2 6 5.14 6.99 10.67 1.39 20.39
2 6 5.17 6.99 10.65 1.39 20.39
2 6 5.20 6.99 10.63 1.38 20.39
2 7 5.20 6.99 10.56 1.38 20.55
2 7 5.30 6.98 10.50 1.37 20.55
2 7 5.40 6.98 10.44 1.35 20.56
2 7 5.50 6.97 10.38 1.34 20.56
2 7 5.60 6.96 10.32 1.33 20.56
2 7 5.70 6.96 10.27 1.32 20.56
2 7 5.80 6.96 10.21 1.31 20.57
2 7 5.90 6.95 10.15 1.30 20.57
2 7 6.00 6.95 10.09 1.28 20.57
2 7 6.10 6.95 10.03 1.27 20.58
2 7 6.20 6.95 9.98 1.26 20.58
2 7 6.30 6.95 9.92 1.25 20.58
2 7 6.40 6.95 9.86 1.24 20.59
2 7 6.50 6.95 9.81 1.23 20.59
2 8 6.50 6.95 9.81 1.23 20.59
2 8 6.60 6.96 9.75 1.22 20.59
2 8 6.70 6.98 9.70 1.21 20.59
2 8 6.80 6.99 9.64 1.20 20.60
2 8 6.90 7.01 9.59 1.19 20.60
2 8 7.00 7.02 9.54 1.18 20.60
2 8 7.10 7.03 9.48 1.17 20.61
2 8 7.20 7.05 9.43 1.16 20.61
2 8 7.30 7.06 9.38 1.15 20.61
2 8 7.40 7.07 9.33 1.14 20.62
2 8 7.50 7.08 9.28 1.13 20.62
2 8 7.60 7.09 9.22 1.12 20.62
2 8 7.70 7.10 9.17 1.11 20.62
2 8 7.80 7.11 9.12 1.10 20.63

2 8 7.90 7.12 9.07 1.09 20.63
2 8 8.00 7.13 9.02 1.08 20.63
2 8 8.10 7.14 8.97 1.07 20.64
2 8 8.20 7.15 8.92 1.06 20.64
2 9 8.20 7.15 8.90 1.06 20.70
2 9 8.25 7.15 8.88 1.06 20.70
2 9 8.30 7.16 8.85 1.05 20.70
2 9 8.35 7.16 8.83 1.05 20.70
2 9 8.40 7.16 8.80 1.05 20.71
2 9 8.45 7.17 8.78 1.04 20.71
2 9 8.50 7.17 8.75 1.04 20.71
2 9 8.55 7.18 8.73 1.03 20.71
2 9 8.60 7.18 8.70 1.03 20.71
2 9 8.65 7.18 8.68 1.02 20.71
3 1 0.00 7.18 8.68 1.02 20.71
3 1 0.10 7.19 8.63 1.02 20.72
3 1 0.20 7.20 8.58 1.01 20.72
3 1 0.30 7.20 8.53 1.00 20.72
3 1 0.40 7.21 8.49 0.99 20.72
3 1 0.50 7.22 8.44 0.98 20.73
3 1 0.60 7.22 8.39 0.97 20.73
3 1 0.70 7.23 8.34 0.96 20.73
3 1 0.80 7.24 8.30 0.96 20.74
3 1 0.90 7.24 8.25 0.95 20.74
3 1 1.00 7.25 8.20 0.94 20.74
3 1 1.10 7.25 8.16 0.93 20.75
3 1 1.20 7.26 8.11 0.92 20.75
3 1 1.30 7.26 8.07 0.92 20.75
3 1 1.40 7.27 8.02 0.91 20.75
3 1 1.50 7.28 7.98 0.90 20.76
3 1 1.60 7.28 7.93 0.89 20.76
3 1 1.70 7.29 7.89 0.88 20.76
I Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow I

'' b. o. Sa •.►,H'4
ccl/ C13ab Lao
o U
/tilul�►plr't- if Y., ‘r
MODEL RESULTS
Discharger : CITY OF MONROE
Receiving Stream : RICHARDSON CREEK
=7:4 ,✓am..
(puortro N)
SUMMER
MODEL @ 15 MGD, 5/1/6 LMTS
MULT.=4.64, 1/2 LT BOD
The End D.O. is 7.28 mg/l.
The End CBOD is 8.89 mg/1.
The End NBOD is 1.08 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 5.68 2.75 2
Reach 1 23.00 4.50 6.00 15.00000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000
Reach 4 0.00 0.00 0.00 0.00000
Reach 5 0.00 0.00 0.00 0.00000
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
Reach 9 0.00 0.00 0.00 0.00000
Segment 2 6.08 4.30 4
Reach 1 0.00 0.00 0.00 0.00000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000
Reach 4 0.00 0.00 0.00 0.00000
Reach 5 0.00 0.00 0.00 0.00000
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
Reach 9 0.00 0.00 0.00 0.00000
Segment 3 7.19 0.00 1
Reach 1 0.00 0.00 0.00 0.00000

*** MODEL SUMMARY DATA ***
Discharger
Receiving Stream
Summer 7Q10
•
•
Design Temperature:
CITY OF MONROE
RICHARDSON CREEK
0.43
26.0
Subbasin : 030714
Stream Class: C
Winter 7Q10 : 1.0
LENGTH SLOPE VELOCITY 1 DEPTH Kd Kd Ka Ka KN
mile ft/mi fps ft design @20° design @20° design
Segment 1
Reach 1
1.15
2.40
0.399
1.99
0.29
0.22
3.31
2.91
0.48
Segment 1
Reach 2
2.40
2.40
0.373
2.06
0.29
0.22
3.03
2.66
0.48
Segment 1
Reach 3
O .15
2.40
0.333
2.19
0.28
0.22
2.61
2.29
0.48
Segment 1
Reach 4
1.65
5.00
O .407
1.98
0.30
0.23
3.36
2.95
0.48
Segment 1
Reach 5
0.40
5.00
O .397
2.01
0.30
0.23
3.25
2.85
0.48
Segment 1
Reach 6
O .60
16.70
0.560
1.69
0.40
O .30
4.99
4.38
0.48
Segment 1
Reach 7
0.90
7.70
0.436
1.92
0.32
O .24
3.65
3.20
0.48
Segment 1
Reach 8
0.40
7.70
0.430
1.93
O .32
O .24
4.91
4.31
0.48
Segment 1
Reach 9
0.85
11.80
0.487
1.82
O .35
0.27
8.50
7.46
0.48
Segment 2
Reach 1
O .65
6.25
O .404
1.99
0.31
0.24
3.74
3.28
0.48
Segment 2
Reach 2
0.95
6.25
0.398
2.01
0.31
0.23
3.69
3.24
0.48
Segment 2
Reach 3
2.30
3.70
0.340
2.18
O .29
O .22
1.87
1.64
0.48

Segment 2
Reach 4
0.40
3.70
O .336
2.19
0.29
0.22
1.84
1.62
0.48
Segment 2
Reach 5
0.60
16.70
0.519 1 1.76
0.38
0.29
12.85
11.28
0.48
Segment 2
Reach 6
0.30
6.25
O .390
2.04
0.31
0.23
3.61
3.17
0.48
Segment 2
Reach 7
1.30
6.25
0.373
2.09
0.30
0.23
3.45
3.03
0.48
Segment 2
Reach 8
1.70
7.60
0.393
2.04
0.31
0.24
4.43
3.88
0.48
Segment 2
Reach 9
0.45
7.60
O .387
2.06
0.31
O .24
4.36
3.82
0.48
Segment 3
Reach 1
1.70
7.60
O .385
2.06
0.31
O .24
4.34
3.81
0.48
Flow
cfs
Segment 1 Reach 1
Waste
Headwaters
Tributary
* Runoff
23.250
O .430
0.000
O .010
Segment 1 Reach 2
Waste
Tributary
* Runoff
O .000
0.090
O .010
Segment 1 Reach 3
Waste 0.000
Tributary 0.210
* Runoff 0.020
Segment 1 Reach 4
Waste
Tributary
* Runoff
0.000
0.000
O .020
CBOD
mg/1
23.000
2.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
NBOD
mg/1
4.500
1.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
D.O.
mg/1
6.000
4.900
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300

Segment 1 Reach 5
Waste 0.000
Tributary 0.000
* Runoff 0.020
Segment 1 Reach 6
Waste 0.000
Tributary 0.000
* Runoff 0.020
Segment 1 Reach 7
Waste 0.000
Tributary 0.000
* Runoff 0.020
Segment 1 Reach 8
Waste 0.000
Tributary 0.000
* Runoff 0.020
Segment 1 Reach 9
Waste 0.000
Tributary 0.000
* Runoff 0.020
Segment 2 Reach 1
Waste 0.000
Headwaters 0.000
Tributary 0.000
* Runoff 0.020
Segment 2 Reach 2
Waste 0.000
Tributary 0.000
* Runoff 0.030
Segment 2 Reach 3
Waste 0.000
Tributary 0.000
* Runoff 0.030
Segment 2 Reach 4
Waste 0.000
Tributary 0.000
* Runoff 0.030
Segment 2 Reach 5
Waste 0.000
Tributary 0.000
* Runoff 0.030
0.000
2.000
2.000
0.000
2.000
2.000
O .000
2.000
2.000
O .000
2.000
2.000
O .000
2.000
2.000
0.000
2.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300

Segment 2 Reach 6
Waste 0.000
Tributary 0.000
* Runoff 0.030
Segment 2 Reach 7
Waste 0.000
Tributary 0.160
* Runoff 0.030
Segment 2 Reach 8
Waste 0.000
Tributary 0.000
* Runoff 0.030
Segment 2 Reach 9
Waste 0.000
Tributary 0.060
* Runoff 0.030
Segment 3 Reach 1
Waste
Headwaters
Tributary
* Runoff
O .000
O .000
O .000
0.030
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
2.000
* Runoff flow is in cfs/mile
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
1.000
1.000
1.000
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
7.300

SUMMER
MODEL @ 15 MGD, 5/1/6 LMTS
MULT.=4.64, 1/2 LT BOD
I Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow I
1 1 0.00 5.98 22.62 4.44 23.68
1 1 0.05 5.97 22.57 4.42 23.68
1 1 0.10 5.96 22.52 4.40 23.68
1 1 0.15 5.95 22.47 4.39 23.68
1 1 0.20 5.93 22.42 4.37 23.68
1 1 0.25 5.92 22.37 4.36 23.68
1 1 0.30 5.91 22.32 4.34 23.68
1 1 0.35 5.90 22.27 4.32 23.68
1 1 0.40 5.90 22.22 4.31 23.68
1 1 0.45 5.89 22.17 4.29 23.68
1 1 0.50 5.88 22.12 4.28 23.68
1 1 0.55 5.87 22.07 4.26 23.69
1 1 0.60 5.86 22.02 4.25 23.69
1 1 0.65 5.86 21.97 4.23 23.69
1 1 0.70 5.85 21.92 4.21 23.69
1 1 0.75 5.84 21.87 4.20 23.69
1 1 0.80 5.84 21.82 4.18 23.69
1 1 0.85 5.83 21.77 4.17 23.69
1 1 0.90 5.83 21.73 4.15 23.69
1 1 0.95 5.82 21.68 4.14 23.69
1 1 1.00 5.82 21.63 4.12 23.69
1 1 1.05 5.81 21.58 4.11 23.69
1 1 1.10 5.81 21.53 4.09 23.69
1 1 1.15 5.80 21.48 4.08 23.69
1 2 1.15 5.81 21.41 4.07 23.78
1 2 1.35 5.77 21.21 4.00 23.78
1 2 1.55 5.75 21.01 3.94 23.79
1 2 1.75 5.73 20.81 3.88 23.79
1 2 1.95 5.71 20.61 3.82 23.79
1 2 2.15 5.70 20.42 3.76 23.79
1 2 2.35 5.69 20.23 3.70 23.79
1 2 2.55 5.68 20.03 3.64 23.80
1 2 2.75 5.68 19.85 3.59 23.80
1 2 2.95 5.68 19.66 3.53 23.80
1 2 3.15 5.68 19.47 3.48 23.80
1 2 3.35 5.69 19.29 3.42 23.80
1 2 3.55 5.69 19.11 3.37 23.81
1 3 3.55 5.71 18.96 3.35 24.02
1 3 3.58 5.70 18.93 3.34 24.02
1 3 3.61 5.70 18.90 3.33 24.02
1 3 3.64 5.70 18.87 3.32 24.02
1 3 3.67 5.69 18.84 3.31 24.02
1 3 3.70 5.69 18.81 3.31 24.02
1 4 3.70 5.69 18.81 3.31 24.02
1 4 3.85 5.71 18.68 3.27 24.02
1 4 4.00 5.73 18.55 3.23 24.02
1 4 4.15 5.75 18.42 3.20 24.03
1 4 4.30 5.76 18.29 3.17 24.03
1 4 4.45 5.78 18.16 3.13 24.03
1 4 4.60 5.80 18.04 3.10 24.04
1 4 4.75 5.82 17.91 3.06 24.04
1 4 4.90 5.84 17.79 3.03 24.04
1 4 5.05 5.85 17.67 3.00 24.05
1 4 5.20 5.87 17.54 2.97 24.05
1 4 5.35 5.89 17.42 2.94 24.05
1 5 5.35 5.89 17.42 2.94 24.05

1 5 5.39 5.89 17.39 2.93 24.05
1 5 5.43 5.90 17.36 2.92 24.05
1 5 5.47 5.90 17.32 2.91 24.05
1 5 5.51 5.90 17.29 2.90 24.05
1 5 5.55 5.91 17.26 2.89 24.06
1 5 5.59 5.91 17.22 2.88 24.06
1 5 5.63 5.91 17.19 2.88 24.06
1 5 5.67 5.92 17.16 2.87 24.06
1 5 5.71 5.92 17.13 2.86 24.06
1 5 5.75 5.92 17.09 2.85 24.06
1 6 5.75 5.92 17.09 2.85 24.06
1 6 5.81 5.94 17.05 2.84 24.06
1 6 5.87 5.96 17.00 2.83 24.06
1 6 5.93 5.98 16.96 2.82 24.06
1 6 5.99 5.99 16.91 2.81 24.06
1 6 6.05 6.01 16.87 2.81 24.07
1 6 6.11 6.02 16.82 2.80 24.07
1 6 6.17 6.04 16.78 2.79 24.07
1 6 6.23 6.05 16.73 2.78 24.07
1 6 6.29 6.07 16.69 2.77 24.07
1 6 6.35 6.08 16.65 2.76 24.07
1 7 6.35 6.08 16.65 2.76 24.07
1 7 6.44 6.09 16.58 2.74 24.07
1 7 6.53 6.10 16.51 2.73 24.08
1 7 6.62 6.11 16.44 2.71 24.08
1 7 6.71 6.12 16.37 2.70 24.08
1 7 6.80 6.13 16.31 2.68 24.08
1 7 6.89 6.14 16.24 2.66 24.08
1 7 6.98 6.15 16.17 2.65 24.08
1 7 7.07 6.16 16.10 2.63 24.09
1 7 7.16 6.16 16.04 2.62 24.09
1 7 7.25 6.17 15.97 2.60 24.09
1 8 7.25 6.17 15.97 2.60 24.09
1 8 7.29 6.19 15.94 2.59 24.09
1 8 7.33 6.21 15.91 2.59 24.09
1 8 7.37 6.23 15.88 2.58 24.09
1 8 7.41 6.24 15.85 2.57 24.09
1 8 7.45 6.26 15.83 2.56 24.09
1 8 7.49 6.27 15.80 2.56 24.09
1 8 7.53 6.29 15.77 2.55 24.10
1 8 7.57 6.30 15.74 2.54 24.10
1 8 7.61 6.32 15.71 2.54 24.10
1 8 7.65 6.33 15.68 2.53 24.10
1 9 7.65 6.33 15.68 2.53 24.10
1 9 7.70 6.38 15.64 2.52 24.10
1 9 7.75 6.43 15.61 2.51 24.10
1 9 7.80 6.48 15.57 2.51 24.10
1 9 7.85 6.52 15.54 2.50 24.10
1 9 7.90 6.56 15.50 2.49 24.10
1 9 7.95 6.60 15.47 2.48 24.10
1 9 8.00 6.64 15.43 2.48 24.10
1 9 8.05 6.68 15.40 2.47 24.11
1 9 8.10 6.71 15.36 2.46 24.11
1 9 8.15 6.74 15.33 2.45 24.11
1 9 8.20 6.78 15.30 2.45 24.11
1 9 8.25 6.81 15.26 2.44 24.11
1 9 8.30 6.83 15.23 2.43 24.11
1 9 8.35 6.86 15.19 2.42 24.11
1 9 8.40 6.88 15.16 2.42 24.11
1 9 8.45 6.91 15.12 2.41 24.11

1 9 8.50 6.93 15.09 2.40 24.11
2 1 0.00 6.93 15.09 2.40 24.11
2 1 0.05 6.92 15.05 2.39 24.12
2 1 0.10 6.91 15.02 2.39 24.12
2 1 0.15 6.90 14.98 2.38 24.12
2 1 0.20 6.89 14.95 2.37 24.12
2 1 0.25 6.88 14.91 2.36 24.12
2 1 0.30 6.88 14.88 2.35 24.12
2 1 0.35 6.87 14.84 2.34 24.12
2 1 0.40 6.86 14.81 2.33 24.12
2 1 0.45 6.85 14.77 2.33 24.12
2 1 0.50 6.84 14.74 2.32 24.12
2 1 0.55 6.84 14.70 2.31 24.13
2 1 0.60 6.83 14.67 2.30 24.13
2 1 0.65 6.82 14.63 2.29 24.13
2 2 0.65 6.82 14.63 2.29 24.13
2 2 0.70 6.82 14.60 2.28 24.13
2 2 0.75 6.81 14.56 2.28 24.13
2 2 0.80 6.81 14.53 2.27 24.13
2 2 0.85 6.80 14.49 2.26 24.13
2 2 0.90 6.80 14.46 2.25 24.14
2 2 0.95 6.79 14.42 2.24 24.14
2 2 1.00 6.79 14.39 2.23 24.14
2 2 1.05 6.78 14.35 2.23 24.14
2 2 1.10 6.78 14.32 2.22 24.14
2 2 1.15 6.77 14.28 2.21 24.14
2 2 1.20 6.77 14.25 2.20 24.14
2 2 1.25 6.76 14.21 2.19 24.15
2 2 1.30 6.76 14.18 2.19 24.15
2 2 1.35 6.76 14.14 2.18 24.15
2 2 1.40 6.75 14.11 2.17 24.15
2 2 1.45 6.75 14.08 2.16 24.15
2 2 1.50 6.75 14.04 2.15 24.15
2 2 1.55 6.75 14.01 2.15 24.15
2 2 1.60 6.74 13.97 2.14 24.16
2 3 1.60 6.74 13.97 2.14 24.16
2 3 1.70 6.70 13.90 2.12 24.16
2 3 1.80 6.66 13.83 2.10 24.16
2 3 1.90 6.62 13.75 2.08 24.17
2 3 2.00 6.58 13.68 2.07 24.17
2 3 2.10 6.54 13.61 2.05 24.17
2 3 2.20 6.51 13.54 2.03 24.17
2 3 2.30 6.48 13.46 2.01 24.18
2 3 2.40 6.44 13.39 2.00 24.18
2 3 2.50 6.41 13.32 1.98 24.18
2 3 2.60 6.39 13.25 1.96 24.19
2 3 2.70 6.36 13.18 1.94 24.19
2 3 2.80 6.33 13.11 1.93 24.19
2 3 2.90 6.31 13.04 1.91 24.20
2 3 3.00 6.29 12.97 1.89 24.20
2 3 3.10 6.26 12.91 1.88 24.20
2 3 3.20 6.24 12.84 1.86 24.20
2 3 3.30 6.22 12.77 1.85 24.21
2 3 3.40 6.21 12.70 1.83 24.21
2 3 3.50 6.19 12.63 1.81 24.21
2 3 3.60 6.17 12.57 1.80 24.22
2 3 3.70 6.16 12.50 1.78 24.22
2 3 3.80 6.14 12.43 1.77 24.22
2 3 3.90 6.13 12.37 1.75 24.23
2 4 3.90 6.13 12.37 1.75 24.23

2 4 3.94 6.12 12.34 1.75 24.23
2 4 3.98 6.12 12.32 1.74 24.23
2 4 4.02 6.11 12.29 1.74 24.23
2 4 4.06 6.11 12.26 1.73 24.23
2 4 4.10 6.10 12.24 1.72 24.23
2 4 4.14 6.10 12.21 1.72 24.23
2 4 4.18 6.09 12.19 1.71 24.23
2 4 4.22 6.09 12.16 1.71 24.23
2 4 4.26 6.09 12.13 1.70 24.24
2 4 4.30 6.08 12.11 1.69 24.24
2 5 4.30 6.08 12.11 1.69 24.24
2 5 4.36 6.22 12.07 1.69 24.24
2 5 4.42 6.35 12.04 1.68 24.24
2 5 4.48 6.46 12.01 1.68 24.24
2 5 4.54 6.57 11.97 1.67 24.24
2 5 4.60 6.67 11.94 1.67 24.25
2 5 4.66 6.76 11.91 1.66 24.25
2 5 4.72 6.84 11.87 1.65 24.25
2 5 4.78 6.91 11.84 1.65 24.25
2 5 4.84 6.98 11.81 1.64 24.25
2 5 4.90 7.04 11.78 1.64 24.26
2 6 4.90 7.04 11.78 1.64 24.26
2 6 4.93 7.04 11.76 1.63 24.26
2 6 4.96 7.04 11.74 1.63 24.26
2 6 4.99 7.04 11.72 1.63 24.26
2 6 5.02 7.03 11.71 1.62 24.26
2 6 5.05 7.03 11.69 1.62 24.26
2 6 5.08 7.03 11.67 1.62 24.26
2 6 5.11 7.03 11.65 1.61 24.26
2 6 5.14 7.02 11.64 1.61 24.26
2 6 5.17 7.02 11.62 1.60 24.26
2 6 5.20 7.02 11.60 1.60 24.26
2 7 5.20 7.02 11.54 1.60 24.42
2 7 5.30 7.01 11.48 1.58 24.43
2 7 5.40 7.01 11.42 1.57 24.43
2 7 5.50 7.00 11.37 1.56 24.43
2 7 5.60 7.00 11.31 1.55 24.44
2 7 5.70 6.99 11.25 1.54 24.44
2 7 5.80 6.99 11.19 1.52 24.44
2 7 5.90 6.98 11.14 1.51 24.45
2 7 6.00 6.98 11.08 1.50 24.45
2 7 6.10 6.98 11.02 1.49 24.45
2 7 6.20 6.97 10.97 1.48 24.45
2 7 6.30 6.97 10.91 1.46 24.46
2 7 6.40 6.97 10.86 1.45 24.46
2 7 6.50 6.97 10.80 1.44 24.46
2 8 6.50 6.97 10.80 1.44 24.46
2 8 6.60 6.99 10.75 1.43 24.47
2 8 6.70 7.00 10.70 1.42 24.47
2 8 6.80 7.01 10.64 1.41 24.47
2 8 6.90 7.03 10.59 1.40 24.48
2 8 7.00 7.04 10.54 1.39 24.48
2 8 7.10 7.05 10.49 1.38 24.48
2 8 7.20 7.06 10.43 1.37 24.48
2 8 7.30 7.07 10.38 1.36 24.49
2 8 7.40 7.08 10.33 1.35 24.49
2 8 7.50 7.09 10.28 1.34 24.49
2 8 7.60 7.10 10.23 1.33 24.50
2 8 7.70 7.11 10.18 1.32 24.50
2 8 7.80 7.12 10.13 1.31 24.50

1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
Seg #
1
8 7.90 7.13 10.08 1.30 24.51
8 8.00 7.14 10.03 1.29 24.51
8 8.10 7.15 9.98 1.28 24.51
8 8.20 7.16 9.93 1.27 24.51
9 8.20 7.16 9.91 1.27 24.57
9 8.25 7.16 9.88 1.27 24.58
9 8.30 7.16 9.86 1.26 24.58
9 8.35 7.17 9.83 1.26 24.58
9 8.40 7.17 9.81 1.25 24.58
9 8.45 7.17 9.79 1.25 24.58
9 8.50 7.18 9.76 1.24 24.58
9 8.55 7.18 9.74 1.24 24.58
9 8.60 7.18 9.71 1.23 24.59
9 8.65 7.19 9.69 1.23 24.59
1 0.00 7.19 9.69 1.23 24.59
1 0.10 7.19 9.64 1.22 24.59
1 0.20 7.20 9.59 1.21 24.59
1 0.30 7.21 9.54 1.20 24.60
1 0.40 7.21 9.49 1.19 24.60
1 0.50 7.22 9.45 1.18 24.60
1 0.60 7.22 9.40 1.17 24.61
1 0.70 7.23 9.35 1.16 24.61
1 0.80 7.24 9.31 1.16 24.61
1 0.90 7.24 9.26 1.15 24.61
1 1.00 7.25 9.21 1.14 24.62
1 1.10 7.25 9.17 1.13 24.62
1 1.20 7.26 9.12 1.12 24.62
1 1.30 7.26 9.07 1.11 24.63
1 1.40 7.27 9.03 1.10 24.63
1 1.50 7.27 8.98 1.10 24.63
1 1.60 7.28 8.94 1.09 24.64
1 1.70 7.28 8.89 1.08 24.64
Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow

Note for Dave Goodrich
From: Greg Nizich
Date: Thu, Nov 7, 1996 2:05 PM
Subject: FW: TRC cap of 28 ug / 1
To: Coleen Sullins; Dave Goodrich
At this point I think I should stop this exercise and accept this explantion. It
might only get worse if I ask about the difference in FAV and GMAV.
From: Dianne Reid on Thu, Nov 7, 1996 12:00 PM
Subject: RE: TRC cap of 28 ug/1
To: Greg Nizich
The FAV is 55.87. Half the FAV is 27.9351 and 55.87/3.345=16.7026 which
rounds to 17. Does that help? And actually I stated it wrong below. The
N=28. They used all the species and changed the Daphnia GMAV to 50.5 ug/1.
From: Greg Nizich on Thu, Nov 7, 1996 8:48 AM
Subject: RE: TRC cap of 28 ug/1
To: Dianne Reid
I'm still confused. Is the FAV 56.8, since that's what I get when multiplying
17 by 3.345?
From: Dianne Reid on Mon, Nov 4, 1996 1:47 PM
Subject: RE: TRC cap of 28 ug/1
To: Greg Nizich
It looks like they took out the trout species & the salmon species (N=25) and
used a genus mean acute value of 50.5 ug/1 for the Daphnia. With rounding
that ends up being 28 ug/1 for half of the FAV and 17 ug/1 for the chronic
value using the FACR of 3.345 ug/1. I have a call into Bill to see if he
remembers. Dorney did not even want to try to recall.
From: Greg Nizich on Mon, Nov 4, 1996 11:47 AM
Subject: TRC cap of 28 ug/1
To: Dianne Reid
I'm having trouble determining the basis for this #. Larry told me it was
twice the EPA FAV, but in looking at their criteria table I see a chronic value
of 11 ug/1 and an acute value of 19 ug/1 so I am unable to get to 28 from those.
Let me know if you can solve this riddle. Thanks.

Monroe VVWTP
NC0024333
Re: 4/22/98 request for permit mod for TRC.
Residual Chlorine
7Q10 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (UG/L)
UPS BACKGROUND LEVEL (U
IWC (%)
Allowable Concentration (ugl
Ammonia as NH3
(summer)
0.43 7Q10 (CFS)
9 DESIGN FLOW (MGD)
13.95 DESIGN FLOW (CFS)
17.0 STREAM STD (MG/L)
0 UPS BACKGROUND LEVEL
97.01 IWC (%)
17.52 Allowable Concentration (m
Fecal Limit 200/100m1
(based on 331 : 1 7Q10 : Qw)
Ammonia as NH3
(winter)
7Q10 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (MG/L)
UPS BACKGROUND LEVEL
IWC (%)
Allowable Concentration (m
Flow data taken from WLAs approved 8/25/94, for 9 and 11 MGD flows.
0.43
9
13.95
1.0
0.22
97.01
1.02
0.18
9
13.95
1.8
0.22
98.73
1.82
MET, 5/20/98

Monroe ww rP
NC0024333
Re: 4/22/98 request for permit mod for TRC.
Residual Chlorine
7Q10 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (UG/L)
UPS BACKGROUND LEVEL (U
IWC (%)
Allowable Concentration (ug/
Ammonia as NH3
(summer)
0.43 7Q10 (CFS)
9 DESIGN FLOW (MGD)
13.95 DESIGN FLOW (CFS)
17.0 STREAM STD (MG/L)
0 UPS BACKGROUND LEVEL
97.01 IWC (%)
17.52 Allowable Concentration (m
Fecal Limit 200/100m1
(based on 331 : 1 7Q10 : Qw)
Ammonia as NH3
(winter)
7Q10 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (MG/L)
UPS BACKGROUND LEVEL
IWC (%) .
Allowable Concentration (m
Flow data taken from WLAs approved 8/25/94, for 9 and 11 MGD flows.
0.43
9
13.95
1.0
0.22
97.01
1.02
0.18
9
13.95
1.8
0.22
98.73
1.82
MET, 5/20/98

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