NC0025054_Instream Assessment_19880517

NPDES DOCUHENT SCANNING COVER SHEET
NC0025054
Oxford WWTP
NPDES Permit:
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
May 17, 1988
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MEMORANDUM
TO:
DIVISION OF ENVIRONMENTAL MANAGEMENT
May 17 ,1.988
Robert Van Tilburg
THROUGH: Randy Dodd
Trevor Cle
Steve Tedder
FROM: Ruth Clark We
SUBJECT:
Instream assessment for City of Oxford's Southside
Domestic, Southside Industrial, and Northside
Domestic WWTPs
NPDES Nos. NC0021415, NC0025054, NC0025062
Granville County
JOC Case Nos. 8819, 8821, 8820
Summary
A Level-B analysis has been completed to determine the impact
of increased limits at each of the City of Oxford's WWTPs and
increased flow at the southside domestic plant on the receiving
streams. The two southside plants discharge to a UT to Fishing
Creek, while the Northside plant discharges to a UT to Jordan
Creek. Both streams are class C. Each of the facilities is anti-
quated and cannot meet the final limits contained in its NPDES
permit. The City has begun constructing a new treatment facility
which will replace these three plants.
The analysis indicated that the requested JOC limits may
result in anoxic conditions during summer low flow and protect
instream water quality during the winter months. Since the facil-
ities seem to be capable of performance beyond proposed levels, it
is recommended that more stringent limits be given in the summer.
The Southside Industrial facility failed its March, 1988 Ceriod-
aphnia chronic effluent bioassay, and neglected to report the
results of the test for the previous two quarters. It would be
beneficial to continue to require quarterly chronic monitoring for
this plant.
Analysis and I)iscussi.on
The three treatment plants were incorporated into a single
model. Model inputs were obtained from an analysis performed in
1986 to locate a discharge point for the new facility. The model
inputs are listed in Table 1. The first model run was performed

at summer 7Q10 flow and the proposed JOC BODS and NH3-N limits for
each facility. The model predicted that the DO sags to 0 approxi-
mately 1.7 miles below the Northside outfal.l and remains at 0 for
2.7 miles before recovering to 0.04 mg/1 4.4 miles downstream of
the WWTP. Compliance data indicated that the facilities are capa-
ble of meeting limits below the proposed JOC limits during the
summer months. Thus, two additional models were run. The first
(Run 2 in Table 1) was run at summer flow at the BUDS and NHS-N
limits cited in Table 1. The results indicate that the reduced
Limits substantially affect the stream D0. In the segment
affected by the southside plants, the DO increased almost 1 mg/1
at some milepoints, and the increase was more than 3 mg/1 in the
segment affected by the northside plant. The lower limits also
reduced the number of miles having a DO less than 3.0 mg/1 by
approximately 45%. The results from Run 3 (Table 1) indicate that
the proposed JOC limits protect the stream during winter months.
The impact of additional flow could not be predicted since
the streams were characterized by zero flow, and the model results
depend only on effluent concentration (i.e. essentially identical
results are produced for all wasteflows with the same wastewater
characteristics). The assessment of instream impacts from any
additional wastewater with the proposed limits will have to be
based on best professional judgment. Existing instream self -
monitoring data may not be reliable since DO values remained in
the vicinity of 5.0 mg/1 throughout the year while they should
vary with temperature. However, the JOC request of 0.02025 MGD at
the Southside Domestic WWTP should not significantly impact the
stream. Since the plant is already operating above design flow,
further increases are not recommended without clear demonstration
that additional hydraulic loading will not adversely affect plant
performance. Increased flow limits at the Southside Industrial
plant should not be permitted until the toxicity problem has been
alleviated.
CC:
Please advise if questions.
George Everett
Kent Wiggins
Steve Reid
Ken Eagleson

Table 1: Instream Assessment Summary for the City of Oxford
Wasteflow Assumptions
Southside Domestic (site 1)
Design Capacity
Current Average Flow
Southside Industrial (site 2)
Design Capacity
Current Average Flow
Northside Domestic (site 3)
Design Capacity
Current Average Flow
0.7500 MGD
0.7590 MGD
1.2500 MGD
0.5180 MGD
0.6300 MGD
0.3181 MGD
Headwater Conditions
Parameter Site 1 Site 2 Site 3
Summer 7Q10 (cfs) 0.00 0.00 0.00
Winter 7Q10 (cfs) 0.10 0.20
Qavg (cfs) 0.00
2.70 3.10 0.42
Summer Design Temp (°C) 26 26
26
Winter Design Temp (°C) 14
CBOD (mg/1)14 14
14
NBOD (mg/1) 2.00 2.00 2.00
1.00 1.00 1.00
Summer DO (mg/1) 7.30 7.30 7.30
Winter DO (mg/1) 9.28 9.28 9.28
Individual Model Run Inputs
Model Season Site 1 Site 1 Site 2 Site 2 Site 3 Site 3
Run BOD, NH3 BODS NH3 BOD NH3(mg/1) (mg/1) (mg/1) (mg/1) (mg/1) (mg/1)
1 Summer 30 15 25 11 20 15
2 Summer 30 15 12 9 16 8
3 Winter 30 15 25 11 20 15
Model Output Summary
DO min #miles #miles smiles
Run (mg/1) DO <5 mg/1 Do <3 mg/1 DO =0 mg/1
1 0.00 14.5 10.8 2.7
2 1.18 14.2 5.9 0.0
3 5.00 0.0 0.0 0.0

Request Form for In -stream Assessment for JOC
Name of Faciltiy: City of Oxford Subbasin: 03:03:01
Southside Domestic WWTP
County: Granville Design Flow: 0.75mgd (existing)
Receiving Stream:
Background Data :
EMC
EMC
EMC
A. Why is JO
The
the final
Permit.
treatment
B.
WQ
WQ
WQ
u.t. to Fishing Creek
C needed?
existing facility is antiquated and cannot meet
effluent limitations contained in the NPDES
The City is now constructing additional
facilities.
History of SOC requests:
NO.
NO.
NO.
1.
Monthly Average waste flow prior to any SOC?
No DMR data is available prior to EMC WQ NO.
83-31.
Period:8704 through
Period:8604 through
Period:8601 through
8802
8703
8603
Avg:
Avg.
Avg:
0.7590
0.7500
0.6661
mgd
mgd
mgd
2. Previously approved
83-31
83-31 Ad
83-31 AdII
Date: 831104
Date: 860310
Date: 870309
SOC's:
flow:
flow:
flow:
0.045
0.017
0.025
mgd
mgd
mgd
Total of previously
approved SOC flow: 0.087 mgd
3. Flows lost from plant -flow: 0 mgd
(facilities off line)
4. Current JOC request flow: 0.02025 mgd t-
The a. vi '- ow GJ-hove Wh;C puC45 G(_re
expgefed tU OCCt.Ir t&+rcev 4t TOC e{fluerit (;ir,, a+Tors
5. Total Plant flow post-SOC
(sum of original flow and
SOC minus losses) flow: 0.7531 mgd

6. Is this an accurate flow balance for plant?
Why or why not?
No. The plant experiences periods of
extremely high flow due to inflow and/or
infiltration.
C. A copy of the data is attached for your review
(January 1986 through February 1988).
CURRENT JOC REQUEST:
A. Request is for domestic or industrial waste? If it is a
combination, please specify percentages.
Domestic 20,250 gpd 100 %
Industrial 0 gpd 0 %
B. What type of industry? Please attach any pertinent data.
N/A
C. The region proposes the following JOC limits:
BOD5 30 mg/1
NH3 15 mg/1
DO 5 mg/1
TSS 30 mg/1
Fecal Coliform 1000 #/100m1
pH 6.0-9.0 s.u.
other parameters flow 1.0 mgd
D. What is the basis for these limits?
These are limits which the Southside Domestic WWTP
can meet based on its present mode of operation.

Request Form for In -stream Assessment for JOC
Name of Faciltiy: City of Oxford Subbasin:03:03:01
Southside Industrial WWTP
County: Granville Design Flow: 1.25 mgd (existing)
Receiving Stream: u.t. to Fishing Creek
Background Data :
A. Why is JOC needed?
The existing facility is antiquated and cannot meet
the final effluent limitations contained in the NPDES
Permit. Construction is underway for new treatment
facilities to replace this one.
B. History of SOC requests:
1. Monthly Average waste flow prior to any SOC?
No data is available prior to 8601.
Period:8704 through 8802 Avg: 0.5180 mgd
Period:8604 through 8703 Avg. 0.3064 mgd
Period:8601 through 8603 Avg: 0.1406 mgd
2. Previously approved SOC's:
EMC WQ NO. 82-60 Date: 830121 flow: 0 mgd
EMC WQ NO. 83-30 Date: 831104 flow: 0.044 mgd
EMC WQ NO. 83-30 Ad Date: 860310 flow: 0.015 mgd
Total of previously
approved SOC flow: 0.059 mgd
3. Flows lost from plant -flow: 0 mgd
(facilities off line)
4. Current JOC request flow: --8` mgd
The a. vOcc.vrt U•E -1-low above_
(,0111'
C.YC kpe�f`� unJcr +4r :roc � Pl(-(5,i-ttvechi;tmr;•1-Ct fi1�oa5C.ES
5. Total Plant flow post-SOC
(sum of original flow and
SOC minus losses) flow: 0.5180 mgd

6. Is this an accurate flow balance for plant?
Why or why not? No. The plant flow shifts due to
inflow and infiltration during wet periods.
High flows during the winter reached near 0.8
mgd. The summer flows were as low as 0.33 mgd
during the past 12 months.
C. A copy of the data is attached for your review
(January 1986 through February 1988).
CURRENT SOC REQUEST:
A. Request is for domestic or industrial waste? If it is a
combination, please specify percentages. N/A
Domestic gpd
Industrial gpd
0
0
0
B. What type of industry? Please attach any pertinent data.
N/A
C. The region proposes the following JOC limits:
BOD5 25 mg/1
NH3 11 mg/1
DO 5 mg/1
TSS - 30 mg/1
Fecal Coliform 1000 #/100m1
pH 6.0-9.0 s.u.
other parameters Oil and Grease 30 mg/1
Chromium 50 ug/1
Lead 25 ug/1
D. What is the basis for these limits?
These are limits which the RRO staff feels the Oxford
Southside Industrial WWTP can meet if properly
maintained and operated, in the interim.

Request Form for In -stream Assessment for JOC
Name of Faciltiy: City of Oxford Subbasin: 03:03:01
Northside Domestic WWTP
County: Granville Design Flow: 0.63 mgd (existing)
Receiving Stream: u.t. to Jordan Creek
Background Data :
A. Why is JOC needed?
The existing facility is antiquated and cannot meet
the final effluent limitations contained in the NPDES
Permit. Construction is underway for a new facility to
replace this existing one.
B. History of SOC requests:
1. Monthly Average waste flow prior to any SOC?
No data is available prior to EMC WQ NO.
83-32.
Period:8704 through 8803 Avg:, 0.3181,m4d
Period:8604 through 8703 Avg. 0.3001 mgd
Period:8601 through 8604 Avg: 0.3149 mgd
2. Previously approved SOC's:
EMC WQ NO. 83-32 Date: 831104
EMC WQ NO. 83-32 Ad Date: 860310
EMC WQ NO. 83-32 Ad IlDate: 870921
Total of previously
approved SOC
flow: 0.016 mgd
flow: 0.0056 mqqd
flow: " 0.0356 mg
flow: -- 0.0572 mgd
3. Flows lost from plant -flow: 0 mgd
(facilities off line)
4. Current JOC request flow: The amount of flow
above which impacts are expected to occur under
the JOC effluent limitations.
5. Total Plant flow post-SOC
(sum of original flow and
SOC minus losses) flow: 0.3537 mgd—

- 2 -
6. Is this an accurate flow balance for plant?
Why or why not? Yes. Flows are consistent.
There has been no report of flow meter
malfunction.
C. A copy of the data is attached for your review
(January 1986 through February 1988).
CURRENT JOC REQUEST:
A. Request is for domestic or industrial waste? If it is a
combination, please specify percentages.
Domestic gpd 100 %
Industrial gpd %
B. What type of industry? Please attach any pertinent data.
not yet specified.
C. The region proposes the following SOC limits:
BODS 20 mg/1
NH3 15 mg/1
DO 5 mg/1
TSS 30 mg/1
Fecal Coliform 1000 #/100m1
pH 6.0-9.0 s.u.
other parameters _none
D. What is the basis for these limits?
These limits are ones that the RRO staff believes the
Oxford Northside Domestic WWTP can meet if properly
operated and maintained, in the interim.

State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
S. Thomas Rhodes, Secretary May 5, 1988 Director
Mr. H.T. Ragland
City of Oxford
P.O. Box 506
Oxford, North Carolina 27565
Subject: Effluent Residual Chlorine
City of Oxford Southside WWTP
NPDES No. NC0025054
Granville County
Dear Mr. Ragland:
The March 1988 toxicity test results for the Oxford Southside WWTP
effluent have been received and reviewed by my staff. As indicated in the
City's submittal, the toxicity results have been recorded as a test failure.
In reference to the test data, we bring to your attention the 1.4 mg/1
residual chlorine that was detected in the effluent discharge. A chlorine
level this high may likely have caused or contributed to the toxic effect
experienced in the test organisms exposed to the effluent treatment.
You may consider adjusting the residual chlorine in the final plant
effluent to a level which should not cause significant mortality in the test
organisms, yet would still allow the facility to comply with regulated fecal
coliform counts. In accordance with reported facility experiences, a residual
chlorine level of 0.4 mg/1 or lower is suggested to help achieve both of these
necessary objectives.
If you would like to discuss these points, you are encouraged to contact
Ken Eagleson, Supervisor, Biological Services Unit at [phone].
SWT:ps
cc: Ken Eagleson
Carolyn McCaskill
Sincerely,
•
Steve W. Tedder, Assistant Chief
Technical Services Branch
Pollution Prevention Pays
l'(_). Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]

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~
SUMMER
SAVED AS SOUTHDOM ON LBDATA 11
PREJOC FLOW, JOC LIMITS
Seg # Reach # Seg Mi D.O. CBOD NBOD | Flow |
1 1 0.00 5.00 45.00 67.50 1.18
1 1 0.10 4.10 44.46 66.11 1.18
1 1 0.20 8.45 43.92 64.75 1.18
1 1 0.30 3.00 43.39 63.41 1.18
1 1 0.40 2.69 42.87 62.10 1.18
1 1 0.50 2.49 42.35 60.82 1.18
1 1 0.60 2.36 41.84 59.57 1.18
1 1 0.70 2.30 41.33 58.34 1.18
1 1 0.80 2.28 40"88 57.14 1.18
1 1 0.90 2.29 40.34 55.96 1.18
1 1 1.00 2.32 39.85 54.81 1.18
l 1 1.10 2.37 39"37 58.68 1.18
1 1 1.20 2.43 38.90 52.57 1.18
1 1 1.30 2.51 38.43 51.49 1.18
1 1 1.40 2.59 37.96 50.43 1.18
1 1 1.50 2.67 37.51 49.39 1.18
1 1 1.60 2.75 37.05 48.37 1.18
1 2 1.60 2.83 36.47 47.58 1.20
1 2 1.70 2.09 35.89 46.49 1.20
1 2 1.80 1.47 35.32 45.43 1.20
1 2 1.90 0.96 34.76 44.39 1.20
1 2 2.00 0.55 34.21 43.38 1.20
1 2 2.10 0.22 33.67 42.39 1.21
1 2 2.20 0.00 33.13 41.42 1.21
1 2 2.30 0.00 82.61 40.47 1.21
1 2 2.40 0.00 32.09 39.55 1.21
1 2 2.50 0.00 31.58 38.65 1.21
1 2 2.60 0.00 31.08 37.77 1.22
1 2 2.70 0.00 30.59 36.90 1.22
1 2 2.80 0.00 30.11 36.06 1.22
1 2 2.90 0.00 29.63 35.24 1.22
1 2 3.00 0.00 29.16 34.44 1.22
1 2 3.10 0.00 28.70 33.65 1.23
1 2 3.20 0.01 28.25 82.89 1.23
1 2 3.30 0.03 27.80 32.14 1.23
1 2 8.40 0.07 27.37 81.40 1.23
1 3 3.40 1.08 23.82 27.16 1.43
1 3 3.60 0.55 22.95 25.59 1.43
1 3 3.80 0.24 22.11 24.11 1.44
1 3 4.00 0.10 21.31 22.72 1.44
1 3 4.20 0.09 20.53 21.40 1.44
1 3 4.40 0.17 19.78 20.17 1.44
1 3 4.60 0.31 19.06 19.00 1.44
1 3 4.80 0.51 18.86 17.91 1.45
1 3 5.00 0.74 17.69 16.87 1.45
1 8 5.20 0.99 17.05 15.90 1.45
1 3 5.40 1.25 16.42 14.98 1.45
1 3 5.60 1.52 15.82 14.11 1.45
1 3 5.80 1.79 15.25 13.30 1.46
1 8 6.00 2.06 14.69 12.53 1.46
1 3 6.20 2.32 14.16 11.81 1.46
1 3 6.40 2.58 13.64 11.13 1.46
1 3 6.60 2.88 13.14 10.49 1.46
1 3 6.80 3.07 12.66 9.88 1.47
1 3 7.00 3.31 12.20 9.31 1.47
1 3 7.20 3.53 11.76 8.77 1.47
Seg # 1 Reach # 1 Seg Mi 1 D.O. CBOD NBOD Flow

-
`
�
Discharger
Receiving Stream
SUMMER
SAVED AS 8OUTHDOM ON LBDATA 11
PREJOC FLOW, JOC LIMITS
--�~---^—~� MODEL RESULTS ----
o CITY OF OXFORD, SOUTH8IDE9 DOMESTIC
o UT TO FISHING CREEK
The End D.O. is 3.58 mg/l.
The End CBOD is 11.76 mg/l.
The End NBOD is 8.77 mg/l.
Segment 1
Reach 1
Reach 2
Reach 8
WLA WLA
DO Min CBOD NBOD
(mg/l) Milepoint Reach # (mg/l) (mg/l)
45.00 67.50
0.00 0.00
0.00 0.00
WLA
DO Waste Flow
<mg/l) (mgd)
5.00
0.00
0.00
0.75900
0.00000
0.00000

*** MODEL SUMMARY DATA * **
Discharger : CITY OF OXFORD, SOUTHSIDEgSubbasin : 030301
Receiving Strum : UT TO FISHING CREEK Stream Class: C
Summer 7010 : Winter 7010 : 0.1
Design Temperature: 26.
ILEN8THI SLOPE! VELOCITY I DEPTH: Kd 1 Kd I Ka I Ka : KN I KN I KNR I KNR :
I mile ► ft/mil fps I ft :design! 920° :design! 320° :design: 320° :design: 320° I
Segment 1 I 1.60 23.00 0.233 : 0.58 10.46 10.35 110.98 I 9.64 0.79 10.50 10.79 10.00 I
Reach 1 I :
Segment 1 I 1.80 11.00 0.135 : 0.77 : 0.32 : 0.24 13.06 : 2.68 0.48 10.30 10.48 10.00 I
Reach 2 1
Segment 1 I 3.80 10.00 0.100 10.98 : 0.29 10.22 : 2.05 I 1.80 0.48 10.30 10.48 10.00 I
Reach 3 I
Flow
1 cfs
Segment 1 Reach 1
Waste : 1.176
Headwaters: 0.000
Tributary I 0.000
* Runoff : 0.000
I
$
CF3OD
mg/1
I 45.000
: 2.000
1 2.000
1 P.000
I NBOD 1
I mg/1 1
: 67.500 1
1.000
I 1 .000 I
I 1.000 I
D.O.
mg/1
5.000
7.300
7.300
7.300
Segment 1 Reach 2
Waste : 0.000 : 0.000 : 0.000 1 0.000
Tributary : 0.02E I 2.000 : 1.000 : 7.300
* Runoff I 0.020 1 2.000 ► 1.000 ► 7.300
Segment 1 Reach 3 Wctst 0 .00: 0.000 I 0. 000 : 0.000
Tributary : 0.200 I 2.000 1 1.000 1 7.300
* Runoff : 0.010 : 2.000 I 1 .000 : 7.300
* Runoff flaw is in cfs/mile

u.$1 iOl on 11 `;Ui h5 r
SUMMER
SAVED AS SOUTHIND ON LBDATA 11
PREJOC FLOW. JOC LIMITS
Seg # : Reach # : Seg Mi 1 D.O. CE1OD NBOD 1 Flow
1 1 0.00 5.00 y 50.00 49.50 0.801 1 0.10 3.94 49.26 48. 12 0.80
1 1 0.20 3.19 48.54 46.77 0.80
1 1 0.30 2.66 47.82 45.46 0.80
1 1 0.40 2.31 47.12 44.19 0.80
1 1 0.50 2.09 46.43 42.96 0.80
1 1 0.60 1.96 45.74 41.76 0.80
1 1 0.70 1.90 45.07 40.59 .8t�
1 1 0.80 1.90 44.40 39.46 .80
1 1 0.90 1.93 43.75 38.35 0.80
1 1 1 .00 1 .99 43.11 37.28 0.80
1 1 1.10 2.06 42.47 36.24 0.80
1 2 1.10 2.19 41.49 35.38 0.82
1 2 1.20 1.34 40.64 34.32 0.82
1 2 1.30 0.65 39.81 33.28 0.83
1 2 1.40 0.09 39.00 32.28 0.83
1 2 1.50 0.00 38.21 31.30 0.83
1 2 1.60 0.00 37.43 30.36 0.83
1 2 1.70 0.00 36.67 29.44 0.83
1 2 1.80 0.00 35.92 28.56 0.84
1 2 1.90 0.00 35.19 27.74.E 0.84
1 2 2.00 0.00 34.47 26.86 0.84
1 2 2.10 0.00 33.77 26.05 0.84
1 2 2.20 0.00 33.09 25.27 0.84
1 2 2.30 0.00 32.41 24.51 0.85
1 2 2.40 0.00 31.76 23.77 0.85
1 2 2.50 0.4.34.E 31.11 23.06 0.85
1 2 2.60 0.4.14.E 30.48 22.36 0.85
1 2 2.70 0.00 29.86 21.69 0.85
1 2 2.84.E 0.00 29.26 21.04 0.86
1 2 2.90 0.02 28.66 20.41 0.86
1 3 2.90 1.39 23.6.E 16.74 1.06
1 3 3.10 1.31 22.74 15.77 1.06
1 3 3.30 1.32 21.89 14.85 1.06
1 3 3.50 1.40 21.07 13.99 1.06
1 3 3.70 1.53 20.27 13.17 1.07
1 3 3.90 1.70 19.51 12.41 1.07
1 3 4.10 1.89 18.78 11.68 1.07
1 3 4.30 2.10 18.08 1 1. c�1 1 1.07
1 3 4.50 2.32 17.40 10.37 1.07
1 3 4.70 2.54 16.75 9.76 1.08
1 3 4.90 2.77 16.12 9.20 1.08
1 3 5.10 2.99 15.52 8.66 1.08
1 3 5.30 3.21 14.94 8.16 1.08
1 3 5.50 3.42 14.38 7.69 1.08
1 3 5.70 3.63 13.84 7.24 1.09
1 3 5.90 3.83 13.32 6.82 1.09
1 3 6.10 4.02 12.82 6.42 1.09
1 3 6.30 4.21 12.34 6.05 1.09
1 3 6.50 4.38 11.88 5.70 1.09
1 3 6.70 4.55 11.44 5.37 1.10
Seg # : Reach # 1 Seg Mi 1 D.O. CLOD NBOD Flow

SUMMER
SAVED AS 8OUTHIND ON LBDATA 11
PREJOC FLOW. JOC LIMITS
MODEL RESULTS -----
Discharger : CITY OF OXFORD, 8OUTHSIDE, INDUSTRIAL
Receiving Stream x UT TO FISHING CREEK
The End D.O. is 4.55 mg/l.
The End CBOD is 11.44 mg/l.
The End NBOD is 5.37 mg/l.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/l) Mi1epoint Reach # (mg/l) (mg/l) (mg/l) <mgd>
Segment 1 0.00 1.50 2
Reach 1 50.00 49.5O 5.00 0.51800
Reach 2' 0.00 0.00 0.00 0"00000
Reach 3 0.00 0.00 0.00 0.00000

*** MODEL SUMMARY DATA ***
Discharger : CITY OF OXFORD, SOUTHSIDEgSubbasin : 030301
Receiving Stream : UT TO FISHING CREED: Stream Class: C
Summer 7010 Winter 7010 : 0.2
Design Temperature: 26.
:LENGTH! SLOPE: VELOCITY I DEPTH! Kd I Kd : Ka I Ka I KN I KN I KNR I KNR I
: mile I ft/mi! fps I ft !design: 020° !design: 320° !design: 320° !design: 320° I
Segment 1 I 1.10 23.00 0.171 0.56 10.4E 10.32 1 8.07 : 7.08 0.79 10.50 10.79 10.00 :
Reach 1 I I 1 I : I I I I I
Segment 1 I 1.80 11.00 0.103 0.74 10.31 10.23 12.3E I 2.04 0.48 10.30 10.48 : 0.00 :
Reach 2 : ! ! 1 : , I
Segment 1 I 3.80 10.00 0.100 0.85 10.30 : 0.23 12.05 : 1.80 0.48 10.30 : 0.48 10.00
Reach 3 : : : ! I I
, Flow
I cfs
Segment 1 Reach 1
Waste I 0.803
Headwaters: 0.000
Tributary I 0.000
* Runoff 1 0.000
Segment 1 Reach 2
Waste 0.000
Tributary 1 0.020
* Runoff I 0.020
CLOD 1 NDOD
mg/1 : mg/1
: 50.000 1 49.500
: 2.000 I 1 .000
1 2.000 I 1.000
I 2.000 1 1 .000
0.000: I 0.000
2.000
2.000 I 1. {00 0
2. 0 0 0 1 1.0
00
Segment 1 Reach 3
Waste I 0.000 1 0.000 ! 0.000
Tributary 0.200 I 2.000 1 1 .000
• Runoff 1 0.010 I 2.000 : 1.000
* Runoff flow is in cfs/mile
I
1
1
1
1
,
I
,
,
I
1
1
1
D.O.
mg/1
5.000
7.300
7.300
7.300
0.000
7.30E
7.300
0.000
7.30E
7.300

'�_. .om��
' J/)
SUMMER
SAVED AS NORTHOX ON LBDATA 11
PREJOC FLOW, JOC LIMITS
: Seg # Reach # | Seg Mi. D.O. CBOD NBOD | Flow :
1 1 0.00 5.00 30.00 67.50 0.49
1 1 0.10 5.05 29.44 66.41 0.49
1 1 0.20 5.10 28.89 65.34 0.49
1 2 0.20 5.36 25.76 57.85 0.56
1 2 0.30 3.93 25.20 56.09 0.56
1 2 0.40 2.82 24.66 54.39 0.56
1 2 0.50 1.98 24.12 52.74 0.56
1 2 0.60 1.35 28.60 51.13 0.56
1 2 0.70 0.89 23.09 49.58 0.56
1 2 0.80 0.57 22.60 48.08 0.56
1 2 0.90 0.35 22.11 46.62 0.57
1 2 1.00 0.28 21.63 45.20 0.57
1 2 1.10 0.17 21.17 43.88 0.57
1 2 1.20 0.17 20.71 42.50 0.57
1 2 1.30 0.21 20.26 41.21 0.57
1 2 1.40 0.28 19.83 39.96 0.57
1 3 1.40 1.33 17.17 34.15 0.67
1 3 1.70 0.00 16.20 31.16 0.67
1 3 2.00 0.00 15.28 28.43 0.68
1 3 2.80 0.00 14.42 25.94 0.68
1 3 2.60 0.00 18.61 23.67 0.68
1 3 2.90 0.00 12.84 21.60 0.69
1 8 3.20 0.00 12.12 19.72 0.69
1 3 3.50 0.00 11.44 17.99 0.69
1 3 3.80 0.00 10.79 16.42 0.69
1 3 4.10 0.00 10.19 14.99 0.70
1 3 4.40 0.04 9.62 18.68 0.70
1 3 4.70 0.20 9.08 12.49 0.70
1 8 5.00 0.44 8.57 11.40 0.71
1 3 5.30 0.73 8.09 10.41 0.71
1 3 5.60 1.07 7.64 9.50 0.71
1 3 5.90 1.42 7.22 8.67 0.72
1 3 6.20 1.78 6.81 7.92 0.72
1 3 6.50 2.15 6.44 7.23 0.72
1 3 6.80 2.51 6.08 6.60 0.72
1 4 6.80 2.99 5.67 6.05 0.80
1 4 7.00 3.65 5.46 5.69 0.81
1 4 7.20 4.18 5.25 5.36 0.81
1 4 7.40 4.62 5.05 5.05 0.81
1 4 7.60 4.99 4.86 4.75 0.81
1 4 7.80 5.29 4.67 4.47 0.81
1 4 8.00 5.55 4.50 4.21 0.82
1 4 8.20 5.76 4.33 3.97 0.82
1 4 8.40 5.95 4.16 3.74 0.82
1 4 8.60 6.11 4.01 3.52 0.82
1 4 8.80 6.25 3.86 3.31 0.82
1 4 9.00 6.38 3.71 3.12 0.83
1 4 9.20 6.49 3.57 2.94 0.83
1 4 9.40 6.59 3.44 2.77 0.83
1 4 9.60 6.68 3.31 2.61 0.83
1 4 9.80 6.76 3.19 2.46 0.83
1 4 10.00 6.83 3.07 2.32 0.84
1 4 10.20 6.90 2.95 2.18 0.84
1 4 10.40 6.97 2.84 2.06 0.84
1 4 10.60 7.03 2.74 1.94 0.84

~ °
`
^
.
Discharger
Receiving Stream
MODEL RESULTS
: CITY OF OXFORD, NORTH8IDE
: UT TO JORDAN CREEK
SUMMER
The End D.O. is
The End CBO0 is
The End NBOD is
Segment 1
Reach 1
Reach 2
Reach 3
Reach 4
0.00 mg/l.
0.00 mg/l.
0.00 mg/l.
WLA WLA
DO Min CBOD NBOD
(mg /l) Mi1mopoint Reach # (mg/l) (mg/l)
30.00 67.50
0.00 0.00
0.00 0.00
0.00 0.00
WLA
DO Waste Flow
5.00
0"00
0.00
0.00
0.81810
0.00000
0.00000
0.00000

SUMMER
SAVED AS NORTHOX ON LBDATA 11
PREJOC FLOW, JOC LIMITS
- MODEL RESULTS ----------
Discharger : CITY OF OXFORD, NORTHS%DE
Receiving Stream : UT TO JORDAN CREEK.
The End D.O. is 7.08 mg/l.
The End CBOD is 2.74 mg/l.
The End NBOD is 1"94 mg/l.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/l) (mg/l) (mg/1) (mgd)
Segment 1 0.00 1.70 3
Reach 1 80.00 67.50 5.00 0.31810
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

*** MODEL SUMMARY DATA ***
Discharger : CITY OF OXFORD, NORTHSIDE Subbasin : 030301
Receiving Stream : UT TO JORDAN CREEK Stream Class: C
Summer 7010 Winter 7010
Design Temperature: 26.
:LENGTH: SLOPE; VELOCITY I DEPTH: Kd I Kd 1 Ka I Ka KN I KN 1 KNR 1 KNR I
I mile ft/ail fps I ft :design: 820' :design! 220' :design: 220' :design: 220' I
Segoent 1 1 0.20 44.00: 0.299 1 0.33 1 0.92 10.70 126.96 123.66 0.79 10.50 10.79 10.00 I
Reach 1 : ! : : : : 1 1 1 1
Seg:ent 1 I 1.20 16.70 0.100 10.61 10.33 : 0.25 13.43 I 3.01 0.48 10.30 1 0.48 : 0.00 I
Reach 2 ,
Segoent 1 I 5.40 5.90 0.100 10.68 1 0.30 1 0.22 11.21 I 1.06 0.48 ► 0.30 10.48 1 0.00 1
Reach 3 1 1 1 I 1 , I
Segment 1 1 3.80 10.00 0.100 10.74 10.30 1 0.23 12.05 1 1.80 0.48 : 0.30 10.48 10.00 1
Reach 4 I 1 :
, Flow 1 CBOD 1 NI3O D 1 D.O. I
I c: f s : mg/1 I mg / 1 1 .mg/1 I
Segment 1 Reach 1
Waste 1 0.493 1 30.000 1 67.500 1 5.000
Headwaters: 0.000 I 2.000 I 1 .000 1 7. 300
Tributary : 0.000 I 2.000 1 1 .000 I 7.300
* Runoff : 0.000 I 2.000 I 1 .000 I 7.300
Segment 1 Reach 2
Waste 0.000 I 0.000 I 0.000 1 0.000
Tributary 1 0.065 1 2.000 I 1.000 1 7.300
* Runoff 1 0.010 1 2.000 I 1.000 I 7.300
Segment 1 Reach 3
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary I 0.100 I 2.000 : 1 .000 1 7.300
* Runoff : 0.010 1 2.00E 1 1.000 I 7.300
Segment 1 Reach 4
Waste 1 0.000
Tributary 1 0.080
* Runoff 1 0.010
,
,
,
1
0.000 1 0.000 1 0.000
2.000 1 1.000 1 7.300
2.000 1 1 .000 1 7.300
* Runoff flow is in cfs/mile

SUMMER
SAVED AS OXFORD ON LBDATA 11
MODEL WITH ALL 3 DISCHARGERS
Seth # I Reach * 1 SE g Mi 1D.O. CE{OD NBOD Flow 1 -SDG ,ITV-0 fegd V
1 1 0.00 5.00 45.00 67.50 1.18
1 1 0.10 4.15 44.46 66.16 1.18
1 1 0.20 3.54 43.93 64.84 1.18
1 1 0.30 3.11 43.41 63.55 1.18
1 1 0.40 2.81 42.89 62.29 1.18
1 1 0.50 2.62 42.38 61.05 1.18
1 2 0.50 3.58 45.47 56.36 1.98
1 2 0.60 3.6.E 45.04 55.57 1.98
1 2 0.70 3.71 44.61 54.78 1.98
1 2 0.80 3.77 44.18 54.01 1.98
1 2 0.90 3.83 43.76 53.25 1.98
1 2 1.00 3.88 43.34 52.49 1.98
1 2 1.10 3.94 42.93 51.75 1.98
1 2 1.20 3.99 42.52 51.02 1.98
1 2 1 .30 4.05 42.11 50.30 1.98
1 2 1.40 4.10 41.71 49.59 1.98
1 2 1.50 4.15 41.31 48.89 1.98
1 2 1.60 4.20 40.91 48.20 1.98
1 3 1.60 4.23 40.52 47.73 2.00
1 3 1.70 3.69 40.07 46.99 2.00
1 3 1.80 3.24 39.61 46.26 2.00
1 3 1.90 2.86 39.16 45.55 2.01
1 3 2.00 2.54 38.72 44.84 2.01
1 3 2.10 2.28 38.28 44.15 2.01
1 3 2.20 2.07 37.84 43.47 2.01
1 3 2.30 1.90 37.42 42.80 2.01
1 3 2.40 1.76 36.99 42.14 2.02
1 3 2.50 1.65 36.57 41.48 2.02
1 3 2.60 1.57 36.16 40.84 2.02
1 3 2.70 1.52 35.75 40.21 2.02
1 3 2.80 1.48 35.34 39.59 2.02
1 3 2.90 1.46 34.94 38.98 2.03
1 3 3.00 1.45 34.55 38.38 2.03
1 3 3.10 1.46 34.16 37.79 2.03
1 3 3.20 1.48 33.77 37.20 2.03
1 3 3.30 1.51 33.39 36.63 2.03
1 3 3.40 1.54 33.01 36.06 2.04
2 1 0.00 5.00 30.00 67.50 0.49
2 1 0.10 5.05 29.44 66.41 0.49
2 1 0.20 5.10 28.89 65.34 0.49
2 2 0.20 5.36 25.76 57.85 0.56
2 2 0.30 3.93 25.20 56.09 0.56
2 2 0.40 2.82 24.66 54.39 0.56
2 2 0.50 1.98 24.12 52.74 0.56
2 2 0.60 1.35 23.60 51.13 0.56
2 2 0.70 0.89 23.09 49.58 0.56
2 2 0.80 0.57 22.60 48.08 0.56
2 2 0.90 0.35 22.11 46.62 0.57
2 2 1.00 0.23 21.63 45.20 0.57
2 2 1.10 0.17 21.17 43.83 0.57
2 2 1.20 0.17 20.71 42.50 0.57
2 2 1.30 0.21 20.26 41.21 0.57
2 2 1.40 0.28 19.83 39.96 0.57
2 3 1.40 1.33. 17.17 34.15 0.67
2 3 1.70 0.00 16.20 31.16 0.67
2 3 2.00 0.00 15.28 28.43 0.68
2 3 2.30 0.00 14.42 25.94 0.68
2 3 2.60 0.00 13.61 23.67 0.68

03 03 Ea 03 03 03 CO 03 LO 03 03 La 03 La 03 La n3 n3 ro ro ru D3 n3 D3 n3 r0 no n3 ru ro
3
3
3
8
8 2.90 0.00 12.84 21.60 0.69
3 3.20 0.00 12.12 19.72 0.69
3 3.50 0.00 11.44 17.99 0.69
3 3.80 0.00 10.79 16.42 0.69
3 4.10 0.00 10.19 14.99 0.70
8 4.40 0.04 9.62 13.68 0.70
8 4.70 0.20 9.08 12.49 0.70
3 5.00 0.44 8.57 11.40 0.71
8 5.30 0.73 8.09 10.41 0.71
3 5.60 1.07 7.64 9.50 0.71
3 5.90 1.42 7.22 8.67 0.72
3 6.20 1.78 6.81 7.92 0.72
3 6.50 2.15 6.44 7.23 0.72
8 6.80 2.51 6.08 6.60 0.72
1 0.00 1.80 25.94 28.83 2.76
1 0.20 1.83 25.84 27.34 2.76
1 0.40 1.89 24.76 26"39 2.76
1 0.60 1.99 24.18 25.47 2.77
1 0.80 2.10 23.62 24.58 2.77
1 1.00 2.22 23.08 23.72 2.77
1 1.20 2.85 22.54 22.90 2.77
1 1.40 2.49 22.02 22.10 2.77
1 1.60 2.64 21.51 21.33 2.78
1 1.80 2.78 21.01 20.58 2.78
1 2.00 2.92 20.53 19.87 2.78
1 2.20 3.07 20.05 19.17 2.78
1 2.40 8.21 19.59 18.51 2.78
1 2"60 3.35 19.13 17.86 2.79
1 2.80 3.49 18.69 17.24 2.79
1 8.00 3.62 18.26 16.64 2.79
1 3.20 3.75 17.84 16.06 2"79
1 3.40 3.88 17.42 15.50 2.79
1 8.60 4.01 17.02 14.96 2.80
1 3.80 4.18 16.63 14.44 2.80
Reach # 1 Seg Mi D.O. CBOD NBOD 1 Flow |

^
`
SUMMER
SAVED AS OXFORD ON LBDATA 11
MODEL WITH ALL 3 DISCHARGERS
--�-�---~-- MODEL RESULTS ----------
Discharger : OXFORD: ALL THREE FACILITIES
Receiving Stream : UT TO FISHING CREEK AND UT TO JORDAN CK
The End D.O. is 4.18 mg/l.
The End CBOD is 16.63 mg/l.
The End NBOD is 14.44 mg/l.
WLA WLA WLA
DO Min OBOD NBOD DO Waste Flow
(mg/l) Milepoint Reach # (mg/l} (mg/1) (mg/1) (mgd)
Segment 1 1.45 3.00 3
Reach 1 45.00 67.50 5.00 0.75900
Reach 2 50.00 49.50 5.00 0.51800
Reach 8 0.00 0.00 0.00 0.00000
Segment 2 0.00 1.70 3
Reach 1 80.00 67.50 5.00 0.31810
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000
Segment 3 1.80 0.00 1
Reach 1 0.00 0.00 0.00 0.00000

*** MODEL SUMMARY DATA ***
Discharger : OXFORD: ALL THREE FACILITSubbasin : 030301
Receiving Stream z UT TO FISHING CREEK AND UTStream Class: C
Summer 7010 Winter 7010
Design Temperature: 26.
:LENGTH: SLOPE; VELOCITY 1 DEPTH; Kd 1 Kd 1 Ka 1 Ka 1 KN 1 KN 1 KNR 1 KNR 1
1 mile ; ft/mil fps 1 ft ;design; 320° ;design; 320° ;design; 320° ;design: 320° 1
Segment 1 1 0.50 23.001 0.241 1 0.57 10.47 1 0.36 111.38 1 9.99 0.79 1 0.50 1 0.79 1 0.00 1
Reach 1 1 1 1
Segment 1 1 1.10 23.001 0.341 1 0.62 1 0.54 1 0.41 116.08 1 14.11 0.79 ► 0.50 1 0.79 1 0.00
Reach 2 1 1 1 1 1 1 1
Segment 1 1 1.80 11.001 0.199 1 0.82 1 0.34 1 0.26 1 4.49 1 3.94 0.48 1 0.30 1 0.48 1 0.00 1
Reach 3 1 1 1
Segment 2 1 0.20 44.001 0.299 1 0.33 1 0.92 1 0.70 126.96 1 23.66 0.79 1 0.50 1 0.79 1 0.00
Reach 1 1 1 11
Segment 2 1 1.20 16.701 0.100 1 0.61 1 0.33 1 0.25 1 3.43 I 3.01 0.48 1 0.30 1 0.48 1 0.00 1
Reach 2 1 1 11
Segment 2 1 5.40 5.901 0.100 1 0.68 1 0.30 1 0.22 1 1.21 1 1.06 0.48 1 0.30 1 0.48 ; 0.00
111
Reach 3 1
Segment 3 1 3.80 10.001 0.167 1 1.05 1 0.31 1 0.24 1 3.43 1 3.01 0.48 1 0.30 1 0.48 1 0.00 1
Reach 1 1 1 1 1 1
1 Flow1
cfs
Segment 1 Reach 1
Waste 1 1.176
Headwaters 1 0.000
Tributary 1 0.000
* Runoff 1 0.000
1
CBOD
mg/1
1 45.000
1 2.000
1 2.000
1 2.000
1 NBOD
1 mg/1
D.Q.
mg/1
67.500 1 5.000
1.000 ; 7.300
1 .000 1 7.300
1.000 1 7.300
Segment 1 Reach 2
Waste 0.803 1 50.000 1 49.500 1 5.000
Tributary 1 0.000 1 2.000 1 1.000 1 7.300
* Runoff 1 0.000 1 2.000 1 1.000 1 7.300
Segment 1 Reach 3
Waste 1 0.000 1 0.000 1 0.000 1 0.000

Tributary 1 o. PO : 2.000 1 1.000 ; 7.300
* Runoff 1 0.020 1 2.000 ; 1.000 } 7.300
Segment 2 Reach 1
Waste
Headwaters!
Tributary
* Runoff 1
0.493
0.000
0.000 ?
0.000 ,
Segment 2 Reach 2
Waste 1 0.000
Tributary 1 0.065
* Runoff 1 0.010
Segment 2 Reach 3
Waste 1 i 3.000
Tributary 0.100 ;
* Runoff 1 0.010 1
Segment 3 Reach 1
Waste 1 0.000
Headwators.1 0.000
Tributary 1 0.000
* Runoff 1 0.010
1
}
1
30.000
2.000
2.000
2.000
1 67.500
1.000
1 1.000
1.000
0.000
i
P.000
2.000 1
0.000 1
2.000 1
2.000 ;
0.000
2.000
2.000
2.000
* Runoff flow is in cfs/mi 1.e
1
0.000
1.000 :
1.000 t
0.000 1
1.000
1.000 s
0.000
1.000
1.000
1.000
5.000
'7. 00
'7.300
7.30(1
0. 000
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
7.300

` q
e'
`
�svt,crhomcie-
SUMMER
SAVED AS OXFORD2S ON LBDATA 11
SUMMER WITH REDUCED LIMITS
| Seg # | Reach # ( Seg M1 | D.O. CBOD NBOD | Flow |
1 1 0.00 5.00 45.00 67.50 1.18
1 1 0.10 4.15 44.46 66.16 1.18
1 1 0.20 3.54 48.98 64.84 1.18
1 1 0.30 3.11 43.41 6-9.55 1.18
1 1 0.40 2.81 42.89 62.29 1.18
1 1 0.50 2.62 42.38 61.05 1.18
1 2 0.50 3.58 34.92 52.71 1.98
1 2 0.60 3.78 84.59 51.97 1.98
1 2 0.70 8.94 34.26 51.23 1.98
1 2 0.80 4.07 38.93 50.51 1.98
1 2 0.90 4.18 33.61 49.80 1.98
1 2 1.00 4.28 33.29 49.09 1.98
1 2 1.10 4.36 32.97 48.40 1.98
1 2 1.20 4.43 32.65 47.72 1.98
1 P- 1.30 4.50 82.84 47.04 1.98
1 2 1.40 4.56 32.03 46.38 1.98
1 P 1.50 4.61 31.73 45.72 1.98
1 2 1.60 4.66 31.42 45.08 1.98
1 3 1.60 4.69 31.13 44.64 2.00
1 8 1.70 4.23 30.78 43.95 2.00
1 3 1.80 3.84 30.43 43.27 2.00
1 3 1.90 3.51 30.08 42.60 2.01
1 3 2.00 3.24 29.74 41.94 2.01
1 8 2.10 3.01 29.41 41.29 2.01
1 8 2.20 2.88 29.07 4U.65 2.01
1 3 2.30 2.68 28.74 40.03 2.01
1 3 2.40 2.56 28.42 39.41 2.02
1 3 2.50 2.47 28.10 38.80 2.02
1 3 2.60 2.41 27.78 38.20 2.02
1 3 2.70 2.36 27.47 37.61 2.02
1 3 2.80 2.38 27.16 37.08 2.02
1 8 2.90 2.81 26.815 86.46 2.08
1 3 3.00 2.31 26.54 85.89 2.03
1 8 3.10 2.82 26.24 35.34 2.03
1 3 3.20 2.33 25.95 34.79 2.03
1 3 3.30 2.36 25.65 84.86 2.03
1 3 3.40 2.39 25.36 33.73 2.04
2 1 0.00 5.00 24.00 36.00 0.49
1 0.10 5.53 23.55 35.42 0.49
1 0.20 5.85 28.11 34.85 0.49
2 0.20 6.02 20.65 30.91 0.56
2 0.30 5.24 20.21 29.97 0.56
2 0.40 4.65 19.77 29.06 0.56
2 0.50 4.20 19.84 28.18 0.56
2 0.60 3.87 18.98 27.32 0.56
2 0.70 3.63 18.52 26.49 0.56
2 0.80 3.46 18.12 25.69 0.56
2 0.90 3.36 17.78 24.91 0.57
2 1.00 3.30 17.35 24.16 0.57
2 1.10 3.28 16.98 28.42 0.57
2 1.20 3.29 16.61 22.71 0.57
2 1.80 8.32 16.25 22.08 0.57
2 1.40 3.37 15.90 21.36 0.57
3 1.40 8.95 13.83 18.32 0.67
8 1.70 2.78 13.05 16.72 0.67
3 2.00 1.99 12.31 15.26 0.68
8 2.80 1.51 11.62 13.92 0.68
3 2.�C) 1.26 10.97 12.71 0.68
13 n3 no ru n3 n3 ru n3 no n3 ru n3 ru ro n3 n3 n3 ru ro n3

2 8 2.90 1.18 10.35 11.60 0.69
2 3 8.20 1.23 9.77 10.59 0.69
2 3 3.50 1.37 9.22 9.66 0.69
2 8 3"80 1.58 8.71 8.82 0.69
2 8 4.10 1.83 8.22 8.05 0.70
2 8 4.40 2.11 7.76 7.85 0.70
2 3 4.70 2.41 7.38 6.71 0.70
2 3 5.00 2.71 6.92 6.18 0.71
2 3 5.30 8.02 6.54 5.60 0.71
2 3 5.60 3.32 6.17 5.11 0.71
2 3 5.90 3.61 5.83 4.67 0.72
2 3 6.20 3.90 5.51 4.27 0.72
2 8 6.50 4.17 5.20 3.90 0.72
2 3 6.804.48 4.92 8.56 0.72
3 1 ().00 2.93 20.00 25.81 2.76
3 1 0.20 2.90 19.54 24.91 2.76
8 l 0.40 2.92 19.08 24.04 2.76
3 1 0.60 2.97 18.64 23.20 2.77
3 1 0.80 3.04 18.21 22.39 2.77
3 1 1.00 3,13 17.79 21.61 2.77
3 1 1.20 3.23 17.38 20.86 2.77
3 1 1.40 3.34 16.98 20.13 2.77
3 1 1.60 3.45 16.58 19.43 2.78
3 l 1.80 3.57 16.20 18.75 2.78
3 1 2.00 3.69 15.83 18.10 2.78
3 1 2.20 8.81 15.46 17.47 2.78
3 1 2.40 3.98 15.10 16.86 2.78
3 1 2.60 4.05 14.75 16.27 2.79
3 1 2.80 4.17 14.41 15.70 2.79
3 1 3.00 4.28 14.08 15.16 2.79
3 1 8.20 4.89 18.75 14.63 2.79
8 1 8.40 4.50 13.44 14.12 2.79
3 1 3.60 4.61 18.12 13.63 2.80
3 1 8.80 4.72 12.82 13.15 2.80
| Seg # Reach # | Geg Mi D.O. CBOD NBOD Flow |

SUMMER
SAVED AS OXFORD28 ON LBDATA 11
SUMMER WITH REDUCED LIMITS
---------- MODEL RESULTS ----------
Discharger : OXFORD: ALL THREE FACILITIES
Receiving Stream x UT TO FISHING CREEK AND UT TO JORDAN CK
The End D.O. is 4.72 mg/l.
The End CBOD is 12.82 mg/l.
The End NBOD is 13.15 mg/l.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/l} (mg/l) (mg/1) (mgd)
Segment 1 2.31 3.00 3
Reach 1 45.00 67.50 5.00 0.75900
Reach 2 24.00 40.50 5.00 0.51800
Reach 3 0.00 0.00 0"00 0.00000
Segment 2 1.18 2.90 3
Reach 1 24.00 36.00 5.00 0.31810
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000
Segment 3 2.90 0.20 1
Reath 1 0.00 0.00 0.00 0.00000

** MODEL SUMMARY DATA *•
Discharger : OXFORD: ALL THREE FACILITSubbasin : 030301
Receiving Stream „ UT TO FISHING CREEK AND UTStream Class: C
Summer 7O10 a Winter 7O10
Design Temperature: 26.
:LENGTH! SLOPE: VELOCITY ! DEPTH: Kd ! Kd : Ka 1 Ka : KN ! KN 1 KNR ! KNR 1
mile Mai: fps 1 ft :design! 820° design: 320° :design; 320° :design) 820° :
Segment 1 : 0.50 23.00: 0.241 1 0.57 1 0.47 : 0.36 :11.38 ! 9.99 0.79 1 0.50 ! 0.79 : 0.00 :
Reach 1 1
Segment 1 1 1.101 23.00: 0.341 ! 0.62 1 0.54 1 0.41 116.08 1 14.111 0.79 1 0.50 1 0.79 1 0.00 :
Reach 2 1 ! ! 1
Segment 1 : 1.80 11.00 0.199 ! 0.82 1 0.34 ► 0.26 1 4.49 : 3.94 0.48 : 0.30 1 0.48 1 0.00 1
Reach 3 : 1 ! !
Segment 2 : 0.20 44.00 0.299 ! 0.33 1 0.92 : 0.70 126.96 ! 23.66 0.79 ► 0.50 1 0.79 1 0.00 :
Reach 1 1
Segment 2 1 1.20 16.70 0.100 ! 0.61 : 0.33 : 0.25 ! 3.43 : 3.01 0.48 ! 0.30 1 0.48 ! 0.00
Reach 2 1 !
Segment 2 1 5.401 5.901 0.100 : 0.68 1 0.30 1 0.22 1 1.21 1 1.061 0.48 1 0.30 1 0.48 ! 0.00 :
Reach 3 1
Segment 3 1 3.80 10.00 0.167 1 1.05 ! 0.31 1 0.24 : 3.43 : 3.01 0.48 ! 0.30 1 0.48 1 0.00 :
Reach 1 1 : 1 11 1 ! 1 1 1 1
Flaw 1 CBOD : NBOD : D.O.
cfs ! mg/1 1 mg/1 : mg/1
Segment 1 Reach 1.
Waste 1.176 6 I 45.000 I 67.500 I 5.000
Hear waters ! 0.000 ! 2.000 ! 1.000 1 7. 300
Tributary ! 0.000 ! 2.000 1.000 1 7.300
Runoff ! 0.000 1 2.000 1.000 1 7.300
Segment 1 Reach 2
Waste 1 0.603 1 24.000 1 40.500
Tributary ! 0.000 1 2.000 1 1 .000
* Runoff I 0.000 I 2.000 1.000
II
I
I
Ir
I
5.000
7.300
7.300
Segment 1 Reach 3
Waste 1 0.000 ! 0.000 I 0.000 1 0.000

Tributary ; 0.020
* Runoff 1 0.020
P.000 I 1.000 '7.300
2.000 1 1.000 1 7.300
Segment 2 Reach 1
Waste 1 0.493
Headwaters:
Tributary 1
* Runoff
0.000
0.000
0„tom}00
Segment 2 Reach 2
Waste 0.000
Tr ibutary ; 0„065
* Runoff I 0.010
Segment 2 Reach 3
Waste 1 0.000
Tributary ; 0.100
• Runoff I 0.010
Segment 3 Reach 1
Waste 0.000
Headwaters: 0.000
Tributary F 0.000
* Runoff I 0.010
}
}
}
}
,
}
24.000
2.000
2.000
2.000
1 36.000
1 1.000
1 1.000
1 1.000
0.000 i
2.000 1
2.000
0.000 1
2.000 1
2.000 1
0.000
1.000
1.000
}
1
}
0„000 1
1.000 1
1.000 I
5.0y!0
7.300
7.300
7.300
0.000
7.300
7.300
0.000
7.300
7.300
0.000 I 0.000 I 0.000
2.000 I 1.000 I '7.300
2.000 I 1.000 I 7.300
2.000 ; 1.000 I 7.300
* Runoff flow is in cfs}imile

WINTER
SAVED AS GXFORD3W ON LBDATA 11
WINTER WITH 30C LIMITS
Seg 4$ Reach * Seg Mi D.O. CBOD NBOD Flow
1 1 0.00 5.34 41.63 62.29 1.28
1 1 0.10 5.66 41.36 61.82 1.28
1 1 0.20 5.93 41.08 61.36 1.28
1 1 0.30 6.14 40.81 60.90 1.28
1 1 0.40 6.32 40.54 60.45 1.28
1 1 0.50 6.47 40.27 60.00 1.28
1 2 0.50 5.90 44.03 55.94 2.08
1 2 0.60 6.29 43.79 55.64 2.08
1 2 0.70 6.61 43.55 55.34 2.08
1 2 0.80 6.87 43.32 55.04 2.08
1 2 0.90 7.07 43.08 54.74 2.08
1 2 1.00 7.24 42.85 54.44 2.08
1 2 1.10 7.38 42.62 54.15 2.08
1 2 1.20 7.49 42.39 53.85 2.08
1 2 1.30 7.59 42.16 53.56 2.08
1 2 1.40 7.66 41.93 53.27 2.08
1 2 1.50 7.73 41.71 52.98 2.08
1 2 1.60 7.78 41.48 52.69 2.08
1 3 1.60 7.86 39.33 49.87 2.20
1 3 1.70 7.68 38.81 49.22 2.22
1 3 1.80 7.52 38.30 48.58 2.24
1 3 1.90 7.38 37.80 47.9,E 2.25
1 3 2.00 7.26 37.32 47.34 2.27
1 3 2.10 7.16 36.84 46.73 2.29
1 3 2.20 7.08 36.36 46.14 2.31
1 3 2.30 7.01 35.90 45.55 2.33
1 3 2.40 6.95 35.45 44.98 2.34
1 3 2.50 6.91 35.00 44.41 2.36
1 3 2.60 6.87 34.56 43.86 2.38
1 3 2.70 6.84 34.13 43.31 2.40
1 3 2.80 6.82 33.70 42.77 2.42
1 3 2.90 6.81 33.28 42.25 2.43
1 3 3.00 6.80 32.87 41.73 2.45
1 3 3.10 6.80 32.47 41.22 2.47
1 3 3.20 6.80 32.07 40.72 2.49
1 3 3.30 6.81 31.68 40.22 2.51
1 3 3.40 6.82 31.30 39.74 2.52
2 1 0.00 5.00 30.00 67.50 0.49
2 1 0.10 6.22 29.68 67.07 0.49
2 1 0.20 7.02 29.35 66.64 0.49
2 2 0.20 7.67 21.46 47.69 0.69
2 2 0.30 7.39 21.12 46.92 0.70
2 2 0.40 7.17 20.79 46.16 0.70
2 2 0.50 6.99 20.46 45.41 0.71
2 2 0.60 6.85 20.13 44.68 0.71
2 2 0.70 6.74 19.82 43.96 0.71
2 2 0.80 6.6,E 19.51 43.2.E 0.72
2 2 0.90 6.59 19.20 42.56 0.72
2 2 1.00 6.55 18.90 41.88 0.73
2 2 1.10 6.53 18.61 41.21 0.73
2 2 1.20 6.52 18.32 40.55 0.73
2 2 1.30 6.51 18.03 39.90 0.74
2 2 1.40 6.52 17.75 39.27 0.74
2 3 1.40 7.32 13.21 28.24 1.04
2 3 1.70 6.80 12.50 26.53 1.08
2 3 2.00 6.4.E 11.84 24.9.E 1.11
2 3 2.30 6.18 11.23 23.49 1.15
2 3 2.60 6.03 10.67 22.13 1.19

e 171 ef.'-f o o." fo zu.LI+ C-1o.uu I.C�c
2 8 3.20 5.93 9.64 19.71 1.26
2 3 8.50 5.95 9.18 18.68 1.29
2 3 3.80 6.01 8.75 17.62 1.33
2 3 4.10 6.08 8.85 16.68 1.87
2 3 4.40 6.18 '7.97 15.80 1.40
2 3 4.70 6.29 7.62 14.97 1.44
2 3 5.00 6.41 7.28 14.20 1.47
2 8 5.30 6.58 6.97 13.48 1.51
2 8 5.60 6.66 6.68 12.80 1.55
2 3 5.90 6.79 6.40 12.16 1.58
2 3 6.20 6.91 6.18 11.56 1.62
2 8 6.50 7.04 5.89 11.00 1.65
2 8 6.80 7.16 5.65 10.47 1.69
8 1 0.00 6.96 21.02 28.00 4.21
3 1 0.20 7.12 20.74 27.63 4.23
3 1 0.40 7.26 20.47 27.26 4.24
3 1 0.60 7.38 20.20 26.89 4.26
8 1 0.80 7.48 19.93 26.58 4.28
3 1 1.00 7.57 19.67 26.18 4.29
3 1 1.20 7.65 19.41 25"83 4.31
8 1 1.40 7.72 19.16 25.49 4.32
8 1 1.60 7.78 18.91 25.15 4.84
8 1 1.80 7.84 18.66 24.81 4.36
3 1 2.00 7.89 18.42 24.48 4.37
3 1 2.20 7.94 18.18 24.16 4.39
3 1 2.40 7.99 17.95 28.84 4.40
3 1 2.60 8.03 17.71 23.52 4.42
8 1 2.80 8.07 17.49 28.21 4.44
8 1 3.00 8.10 17.26 22.90 4.45
3 1 3.20 8.14 17.04 22.60 4.47
3 1 3.40 8.17 16.82 22.80 4.48
3 1 3.60 8.20 16.60 22.01 4.50
3 1 8.80 8.23 16.39 21.72 4.52
Seg # Reach # | Geg Mi D.O. CBOD NBOD | Flow |
' ..
~

,
.
WINTER
SAVED AS OXFORD8W ON LBDATA 11
WINTER WITH JOC LIMITS
---- MODEL RESULTS ~----------
Discharger : OXFORD: ALL THREE FACILITIES
Receiving Stream : UT TO FISHING CREEK AND UT TO JORDAN CK
The End D.O. is 8.28 mg/l.
The End CBOD is 16.39 mg/l.
The End NBOD is 21.72 mg/l.
Segment 1
Reach 1
Reach 2
Reach 3
Segment 2
Reach 1
Reach 2
Reach 3
Segment 3
Reach 1
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/l} (mg/l) (mg/l) (mgd)
5.84 0.00 1
6.96 0.00 1
45.00 67.50 5.00 0.75900
50.00 49.50 5.00 0.51800
0.00 0.00 0.00 0.00000
30.00 67.50 5.00 0.81810
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000

Discharger
Receiving Stream
Summer 7010
Design Temperature:
*** MODEL SUMMARY DATA ***
: OXFORD: ALL THREE FACILITSubbasin : 030301
: UT TO FISHING CREEK AND UTStrcan Class: C
. Winter 7Q10 :
14.
:LENGTH! SLOPE: VELOCITY 1 DEPTH: Kd : Kd 1 Ka : Ka : KN 1 KN : KNR 1 KNR :
1 mile 1 ft/mil fps 1 ft ldesignl 820* ldesignl 820* ldesignl 820* !design: 820' :
Segment 1 1 0.50 23.00 0.257 : 0.58 1 0.28 : 0.37 : 9.32 1 10.62 0.32 : 0.50 1 0.32 1 0.00 1
Reach I : 1 1 : 1 : :
Segment 1 1 1.10 23.00 0.354 1 0.63 1 0.31 : 0.41 :12.85 : 14.64 0.32 : 0.50 1 0.32 : 0.00 :
Reach 2 : : 1 1 1 :
Segment 1 : 1.80 11.00 0.224 1 0.84 : 0.20 1 0.26 1 3.90 1 4.44 0.19 1 0.30 1 0.19 1 0.00 1
Reach 3 1
Segment 2 1 0.20 44.00 0.299 1 0.33 10.53 1 0.70 :20.76 I 23.66 0.32 10.50 1 0.32 1 0.00 1
Reach 1 1 : : 1 ! 1 :
Segment 2 1 1.20 16.70 0.108 1 0.67 1 0.19 1 0.25 1 2.84 1 3.23 0.19 1 0.30 1 0.19 1 0.00 1
Reach 2 1 : 1 :
Segment 2 1 5.40 5.90 0.116 1 0.88 1 0.17 1 0.22 1 1.08 1 1.23 0.19 1 0.30 1 0.19 1 0.00 1
Reach 3 : 1 : : : : 1 1
Segment 3 1 3.80 10.00 0.235 1 1.11 1 0.19 1 0.25 1 3.71 1 4.22 0.19 1 0.30 1 0.19 1 0.00 1
Reach 1 1 1 1 1 1 1 1 1
Segment
1 Flow 1 cfs
1 Reach 1
Waste 1
Headwaters:
Tributary 1
* Runoff 1
1.176
().100
0.000
0.000
Segment 1 Reach 2
Waste 1 0.803
Tributary : 0.000
Runoff 1 0.000
1
1
1
1
1
1
1
1
CBOD
mg/1
45.000
2.000
\
2.0:.)0
2.000
1 50.000
1 2.000
1 2.000
1
I
1
1
1
1
1
1
1
NBOD
mg/1
67.500
1.000
1 .000
1.000
1 49.500
1 1.000
1 1.000
1
1
I
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
D.O.
mg/1
5.000
9.280
9.280
9.280
5.000
9.280
9.280
1
1
I
Segment 1 Reach 3 Waste 1 0.000 1 0.000 1 0.000 1 0.000

ir1%ut ry i U. ].c:'._f i ; .uuU i 1..LuU i 'i.r:riL
* Runoff I 0.180 I 2.000 1.000 ► 9.280
Segment 2 Reach 1
Waste I 0.493
Headwaters: 0.000
Tributary ► 0. 000
* Runoff 1 0.000
Segment 2 Reach 2
Waste I 0.000
Tributary 1 0.200
* Runoff I 0.040
Segment 2 Reach 3
Waste I 0.000
Tributary 1 0.300
• Runoff I 0.120
Segment 3 Reach 1
Waste I 0.000
Headwaters 3 0.000
Tributary 3 0.000
* Runoff 3 0.080
1 30.000
2.000
I 2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
2.000
67.500
i 1.000
, 1.000
, 1..000
Runoff flaw is in cfs/mile
0.000
1.000 ,
1.000
0.000
1 .000
1.000
0.000
1.000
1.000
1.0:}0
5.000
9.280
9.280
9.280
0.000
9.tr :�40
9.280
0.000
9.280
9.280
0.000
9.280
9.280
9.280

Sou.+h.);de, ne,)h c, 3oD = 30 01- M ; 15
50« Si jr i�)Git.�7� 1Ct1 boDD3 = .35 NNE - N = I I
f .w�, G►C ?per _ 20 N µ3 -
WINTER
SAVED AS OXFORD2W ON LBDATA11
WINTER WITH REDUCED LIMITS
Seg # Reach # Seg Mi D.O. CFSDD f'JBOD I Flow
1 1 0.00 5.34 41.63 62.29 1.28
1 1 0.10 5.66 41.36 61.82 1.28
1 1 0.20 5.93 41.08 61.36 1.28
1 1 0.30 6.14 40.81 60.90 1.28
1 1 0.40 6.32 40.54 60.45 1.28
1 10.50 6.47 40.27 60.00 1.28
1 2 0.50 5.90 44.03 55.94 2.08
1 2 0.60 6.29 43.79 55.64 2.08
1 2 0.70 6.61 43.55 55.34 2.08
1 2 0.80 6.87 43.32 55.04 2.08
1 2 0.90 7.07 43.08 54.74 2.08
1 2 1.00 7.24 42.8,E 54.44 2.08
1 2 1.10 7.38 42.62 54.15 2.08
1 2 1.20 7.49 42.39 53.85 2.08
1 2 1.30 7.59 42.16 53.56 2.08
1 2 1.40 7.66 41.93 53.27 2.08
1 2 1.50 7.73 41.71 52.98 2.08
1 2 1.60 7.78 41.48 52.69 2.08
1 3 1.60 7.86 39.33 49.87 2.20
1 3 1.70 7.68 38.81 49.22 2.22
1 3 1.80 7.52 38.30 48.58 2.24
1 3 1.90 7.38 37.80 47.9.E 2.25
1 3 2.00 7.26 37.32 47.34 2.27
1 3 2.10 7.16 36.84 46.73 2.29
1 3 2.20 7.08 36.36 46.14 2.31
1 3 2.30 7.01 35.9E 45.55 2.33
1 3 2.40 6.95 35.45 44.98 2.34
1 3 2.50 6.91 35.00 44.41 2.36
1 3 2.60 6.87 34.56 43.86 2.38
1 3 2.70 6.84 34.13 43.31 2.40
1 3 2.80 6.82 33.70 42.77 2.42
1 3 2.90 6.81 33.28 42.25 2.43
1 3 3.00 6.80 32.87 41.73 2.45
1 3 3.10 6.80 32.47 41.22 2.47
1 3 3.20 6.80 32.07 40.72 2.49
1 3 3.30 6.81 31.68 40.22 2.51
1 3 3.40 6.82 31.30 39.74 2.52
2 1 0.00 5.00 30.00 54.00 0.49
2 1 0.10 6.29 29.68 53.65 0.49
2 1 0.20 7.14 29.35 53.31 0.49
2 2 0.20 7.76 21.46 38.21 0.69
2 2 0.30 7.56 21.12 37.59 0.70
2 2 0.40 7.40 20.79 36.99 0.70
2 2 0.50 7.27 20.46 36.39 0.71
2 2 0.60 7.18 20.13 35.80 0.71
2 2 0.70 7.10 19.82 35.23 0.71
2 2 0.80 7.05 19.51 34.66 0.72
2 2 0.90 7.01 19.20 34.11 0.72
2 2 1.00 6.99 18.90 33.56 0.73
2 2 1.10 6.98 18.61 33.03 0.73
2 2 1.20 6.98 18.32 32.50 0.73
2 2 1.30 6.99 18.03 31.98 0.74
2 2 1.40 7.00 17.75 31.48 0.74
2 3 1.40 7.66 13.21 22.69 1.04
2 3 1.70 7.22 12.50 21.32 1.08
2 3 2.00 6.91 11.84 20.06 1.11
2 3 2.30 6.70 11.23 18.89 1.15
2 3 2.60 6.58 10.67 17.81 1.19

c o c.-1v o.uI Iv.A p . Lo.ov 1.CZc
2 8 8.20 6.50 9.64 15,87 1.26
2 3 3.50 6.52 9.18 15.00 1.29
2 3 3.80 6.56 8.75 14.19 1.38
2 8 4.10 6.68 8.85 13.44 1.37
2 3 4.40 6.72 7.97 12.74 1.40
2 3 4.70 6.81 7.82 12.08 1.44
2 8 5.00 6.91 7.28 11.46 1.47
2 3 5.30 7.02 6.97 10.88 1.51
2 3 5.60 7.13 6.68 10.84 1.55
2 3 5.90 7.24 6.40 9.88 1.58
2 3 6.20 7.35 6.13 9.35 1.62
P- 3 6.50 7.45 5.89 8.90 1.65
2 3 6.80 7.56 5.65 8.47 1.69
3 1 0.00 7.12 21.02 27.20 4.21
3 1 0.20 7.26 20.74 26.84 4.28
3 1 0.40 7.38 20.47 26.48 4.24
3 1 0.60 7.48 20.20 26.12 4.26
3 1 0.80 7.57 19.93 25.77 4.28
3 1 1.00 7.65 19.67 25.43 4.29
8 1 1.20 7.72 19.41 25.09 4.31
3 1 1.40 7.79 19.16 24.76 4.32
3 1 1.60 7.85 18.91 24.48 4.34
3 1 1.80 7.90 18.66 24.10 4.36
3 1 2.00 7.95 18.42 E23.78 4.87
3 1 2.20 7.99 18.18 23.47 4.39
3 1 2.40 8.03 17.95 23.16 4.40
8 1 2.60 8.07 17.71 22.85 4.42
8 1 2.80 8.11 17.49 22.55 4.44
8 1 3.00 8.14 17.26 22.25 4.45
3 1 3.20 8.18 17.04 21.96 4.47
3 1 3.40 8.21 16.82 21.67 4.48
3 1 8.60 8.24 16.60 21.38 4.50
3 1 3.80 8.27 16.39 21.10 4.52

WINTER
SAVED AS OXFORD2W ON LBDATA11
WINTER WITH REDUCED LIMITS
----- MODEL RESULTS
Discharger : OXFORD: ALL THREE FACILITIES
Receiving Stream : UT TO FISHING CREEK AND UT TO JORDAN CK
The End D.O. is 8.27 mg/l"
The End CBOD is 16.39 mg/1.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/l) (mg/1) (mgd)
Segment 1 5.84 0.00 1
Reach 1 45.00 67.50 5.00 0.75900
Reach 2 50.00 49.50 5.00 0.51800
Reach 8 0.00 0.00 0.00 0.00000
Segment 2 5.00 0.00 1
Reach 1 30.00 54.00 5.00 0.31810
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000
Segment 8 7.12 0.00 1
Reach 1 0.00 0.00 0.00 0.00000

*** MODEL SUMMARY DATA ***
Discharger : OXFORD: ALL THREE FAC I L I TSubbas i n : 030301
Receiving Stream p UT TO FISHING CREEK AND UT8tream Class: C
Summer 7010 w Winter 7010
Design Temperature: 14.
!LENGTH: SLOPE! VELOCITY I DEPTH, Kd ! Kd I Ka 1 Ka ► KN ! KN I KNR I KNR 1
1 mile 1 ft/mil fps I ft !design! 320° !design! 320° !design! 320° !design! 320° I
Segment 1 I 0.501 23.001 0.257 10.58 10.28 10.37 19.32 ! 10.62! 0.32 10.50 1 0.32 10.00 I
Reach 1 1 I
Segment 1 I 1.101 23.001 0.354 10.63 10.31 ! 0.41 112.85 114.641 0.32 10.50 10.32 10.00 1
Reach 2 I ! ! I
Segment 1 1 1.801 11.001 0.224 10.84 1 0.20 10.26 13.90 I 4.441 0.19 10.30 10.19 1 0.00 I
Reach 3 I !
Segment 2 1 0.201 44.001 0.299 10.33 ! 0.53 10.70 120.76 123.661 0.32 1 0.50 10.32 10.00 I
Reach 1 ! ! 1 1 1
Segment 2 1 1.201 16.701 0.108 1 0.67 ► 0.19 10.25 12.84 1 3.231 0.19 10.30 10.19 10.00 I
Reach 2 I
Segment 2 I 5.401 5.901 0.116 1 0.88 10.17 10.22 1 1.08 1 1.231 0.19 1 0.30 1 0.19 10.00 I
Reach 3 1 1 1 1 1 1 I !
Segment 3 I 3.80! 10.001 0.235 1 1.11 10.19 10.25 13.71 1 4.221 0.19 1 0.30 1 0.19 1 0.00 1
Reach 1 I 1 ,
1 Flow►
1 cfs
Segment 1 Reach 1
Waste ► 1.176
Headwaters: 0. 100
Tributary I 0.000
* Runoff I 0.000
,
1
,
1
,
,
,
,
,
1
CBOD I NBOD 1 D.O.
mg/1 1 mg/1 1 mg/1
45.000 1 67.500 1 5.000
2.000 ► 1.000 1 9.280
2.000 1 1.000 1 9.280
2.000 1 1.000 1 9.280
Segment 1 Reach 2
Waste 0.803 I 50.000 1 49.500
Tributary 1 0.000 1 2.000 1 1.000
* Runoff I 0.000 1 2.000 1 1 .000
1
1
1
1
5.000
9.280
9.280
Segment 1 Reach 3
Waste ! 0.000 1 0.000 1 0.000 1 0.000

13 :I.ut«t 1.iatvy
* Runoff
kd...LCV
0.180 4
2.000 I 1.000 I 9.280
Segment 2 Reach 1
Waste I 0.493
Headwaters! 0.000
Tr ibutary E 0.000
* Runoff I 0.000
Segment 2 Reach 2
Waste ► 0.000 ;
Tributary 0.200
• Runoff i 0.040 I
Segment 2 Reach 3
Waste I 0.000
Tributary I 0.300
* Runoff E 0.:120
Segment 3 Reach 1
Waste 1 0.000
Headwaters 1 0.000
Tributary I 0.000
* Runoff I 0.080
30.000
2.000
2.000
2.000
0.000 1
2.000 I
2.000
0.000
P.000 rr
2 . 0 0 0
0.000
2.000
2.000
2.000
54.000 I 5.000
1. 00 0 ': 9.280
11.000
.000 } 9.280
1.000 I 9.280
0.000 I
1.000 ;
1.000 I
0.000 }
1.000 F
1.000 }
0.000
9.280
9.280
0.000
9.280
9.280
1 0.000 1 0.000
1.000 99.280
. 280
1.000 1
1.000 F 9.280
* Runoff flow is in cfs/mire
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