NC0024210_Instream Assessment_20011003

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Request Form for In -stream Assessment for 67(b) Analysis
NAME OF FACILTY High Point Eastside PERMIT # NCO024210
COUNTY Guilford REGION WSRO PERMITTED DESIGN FLOW 16 MGD
RECEIVING STREAM Richland Creek (currently). Proposed to be relocated to Deep River on July 1
2003
SUB BASIN 03-06-08
REGIONAL CONTACT Jenny Rankin AA. Zoo y U� �
Background data
A. Why is SOC needed? (Facility is out of compliance with which effluent limits?)
SOC is needed because the WWTP is expanding to 26.0 MGD and can not meet their
existing limits during the expansion.
If out of compliance with Flow limit, is it due to inflow/infiltration?
This facility is not out of compliance with Flow limit, but they are requesting
additional flow allocation during the period of the SOC to "allow normal growth and
development to proceed during the implementation of the treatment system expansion
and upgrades."
If I/I is a problem, then how much of the additional flow requested is III?
III is a problem at the WWTP. During precipitation events, the daily average flow for
the plant has, at times, exceeded the permitted limit by 3 to 4 MGD.
B. SOC Request:
1. Monthly Average Wasteflow in the last year 13.33_MGD (pre-SOC flow)
Time period averaged ,_April 2000 through,. --April 2001
2. Current SOC flow request (flow added on during the order)
flow: _1.6 MGD (400,000 pd each year for ye�aa)
C.
3. Total plant flow (post-SOC flow) total of I and 2 above
Flow: 14.93 MGD
4. Is this an accurate flow balance for plant? Why/why not?
Are there any facilities that have recently gone off line?
I think this is an accurate flow balance for the plant.
When complete e-mail or send form back to Marcia Lieber ([e-mail]) in the Point Source
Compliance and Enforcement Unit. Also call if you have any questions. [phone], ext.530.

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LEVEL 8 MODEL INFORMATION
Facility Information
Flow Information
Facility Name
H 4il ob „) 4 t=cc; 4�, Cl e
USGS sta. #
NPDES No.
N OOZ410
Date of flow estimate
Type of wastewater
Domes*7c 7ndusfi;a/
Drainage Area (mi
Ito
Facility status
-k s/o» So&
Summer7Q10 cfs
Receiving stream
d re
Winter7Q10 cfs
0-(a
Stream class
Average flow cfs
15
Subbasin
03-04-08
30Q2 (cfs)
County
6UC/
IWC atdischar e
Regional Office
os
Cummulative IWC
To o Quad
b1QA1&'
Sketch of disc ge iocation
mz
exo
i 5 i
1v��k
114
f(l
lah /.03 m).
�sR
Us6sozo9949955 rre \\
s4q jo; 5.4 cj-
W7Q10 = Q.to3 CIS L D 3• �'S
Qaw. � Glo. � eks ��'er •�.� i
us6s oz0945o o
DA= 125 miZ
s7Qto = 7.7 c-k COIi+ iP-S
w7Q 10 = ta. 5 CP6 �lif, l fti
4a.w_ = I z 5 ok �7

Sd
mj
34
0
5
Model Input Information
Segment 1 (Frern OLrsOw nL-- t ,c�Giwn
Reach
3
�/
5
Length of reach (mi) 0.65
0•a5
0-,k5
D-sS
0,09,
Incremental length
Waste characteristics
Flow MGD
/6.9 /7.
CBOD m /I axiz
Q4
NBOD m /I
a
DO (mg/1)(v
Runoff charactericstics
s7Q10 cfs/mi
QA cfs/mi
CBOD m /I
NBOD m /1)
DO m /I
Tributary characteristics
s7Q10 cfs/mi
CIA cfs/mi
85
CBOD m /I
NOOD (FRO/1)
R 9�
Sloe
17,
7
1 r7
1 '7
Segment
a (n/r. FAt " JA Da.m /ruxt barx
Reach
a
31
6
(O
Length of reach mi y6
/,yo
S
51,65
Incremental length
Waste characteristics
Flow MGD
CBOD (m /I
NBOD (m /1)
DO m /I
Runoff charactericstics
s7Q10 cfs/mi)
CIA cfs/mi)
/a3
( _a
(o-d 3
6J3
�.a
vla3
CBOD m /I
NBOD m /1
DO m /I
Tributary characteristics
s7Q10 cfs/mi
CIA cfs/mi
CBOD (m /I)
Na lq Ut
y9
`l5
.35a
a5
,/5
-
2.0
/. 33
/.7F1
2. 33
-2, FS
s10 e
tea. as
a.911
12.911(
,C
(I.68 m%)

Segment 1
J Colh-anL bam
Reach
=
Length of reach
Incremental length
Waste characteristics
Flow MGD)
CBOD m /1)
NBOD m /I
DO m /I
Runoff charactericstics
s7Q10 cf
ty. 0 74
QA cfs/mi)
3q
CBOD m /I
NBOD m /1)
DO m /I
Tributary characteristics
s7Q10 cfs/mi
QA cfs/mi
CBOD m /1)
ve.1
h i3i
Sloe
. 0(0

High Point Eastside - KC OO.Z r//-
Instream DO
(Summer)
Dissolved oxygen (mg/p
Date
Ul
U2
DI
D2
4/7/99
8.18
8.11
7.4
7.26
4/14/99
8.44
6.05
5.88
6.49
4121/99
7.28
7.46
6.2
6.62
4/29/99
7.38
7.36
6.72
6.26
5/5/99
7.73
8.37
7.39
7.46
5/13/99
7.02
6.41
6.49
6.36
5/19/99
8.11
7.21
6.93
6.59
5/26/99
7.6
5.67
6.11
6/1/99
7.21
5.49
6.36
6/2/99
7.54
5.35
6.39
5.66
6/3/99
6.95
5.03
7.15
5.57
6/7/99
7.8
5.55
6.69
5.56
6/8/99
8.11
5,67
6.73
6.31
6/11/99
6.28
' -`4.74
4.8
3.61
5.63
5.8
5.25
6/14/99
6.66
6/15/99
7.99
5.85
6.08
5.35
-- 4.6
.. 4.99
6/16/99
6
6.2
7.28
5.65
6/21/99
7.2
7.31
6/22/99
8.41
7.19
6.08
5.99
6/23/99
7
6.89
5.78
6/28/99
6.77
5.2
"..,-3.9,�'-:.
6/29/99
7.06
6.05
5.31
6/30/99
6.75
5.68
7/6/99
6.63
5.5
5.6
5,1
7/7/99
6.79
5.11
6.13
5.24
7/8/99
7.08
5.3
5.79
7/12/99
7.91
5.95
5.77
: ":
4.64
7/13/99
7.71
6.69
6.8
5.45
7/14199
7.38
7.14
5.49
-_ _
7/19/99
6.73
5.77
4.95
5.33
7/20/99
6.79
5.28
5.16
7/21/09
6.65
5.13
5.12
5.1
4.52
7126/99
6.81
6.12
5.17
,4:85-:-:.
- 3.42
7/27/99
6.09
5.25
7/28/99
8.91
5.37
6.35
5.31
4.59
8/2/99
6.61
5.14
5.54
4.9
t ..4.54
8/4/99
5.92
5.74
4.71
` 4.66
815/99
6.89
6.08
4.83
5.02
8/10/99
7.04
6.7
4.38
8/11/99
6.6
6.49
5,45
4.08
8112/99
7.44
6.41
5,68
6.69
8/16/99
7.49
5.39
5
4.88
4.33
8/17/99
6.59
5.42
5.18
4.68
8/18/99
6.6
5.3
8/23/99
6.18
5.35
4.42
3.73
5.25
3.75
8/24/99
6.38
5.11
5.34
8/25/99
6.73
6
5.67
8/27/99
6.72
7.8
5.6
6.61
4.78
.5.71
4.5.
8130/99
7.226
6.34
5.08
8/31/99
Z65
6.5
9/1/99
7.8
6.55
5.85
5.54
9/7/99
7.77
7.58
7.52
7.22
9/8/99
6.79
6.85
6.55
6.36
9/9/99
7.24
6.98
6.25
5.79
9/13/99
1 7.47
1 7.53
6.13
5.91

High Point Eastside
Instrearn DO
(Summer)
9/14/99
7.83
6.65
6.11
6.08
9/15/99
7.86
5.61
5.95
5.52
9/20/99
8.11
7.26
6.51
6.49
9/21/99
8.2
7.13
6.38
6.37
9/22/99
8.14
7.24
6.55
7.24
9/27/99
7.51
6.98
6.46
6.19
9/28/99
6.55
7.94
7.33
7.62
9/29/99
7.71
7.89
6.98
7.36
10/4/99
7.52
7.72
7.55
7.39
10/13/99
8.15
7.01
6.24
6.39
10/21/99
8.71
8.29
7.16
7.52
10/27/99
9.78
8.51
6.92
1,41
4/27/00
8.64
7.93
6.49
5/5/00
8.44
6.68
7.55
4.58
5/19/00
7.12
6.11
5.71
4.65:
6/6/00
7.49
6/20/00
7.20
3.58
4.65
3,86
5.07
7/7/00
6.68
8/3/00
6.28
4.49
4.24
5.60
5.36
8/22/00
8.13
9/7/00
7.7
6.2
5.4
9/21/00
6.9
6.8
5.8
10/11/00
9.94
7.41
5.54
Notes:
1. Sampling loacations:
U7 (Upstream station 1) - Richland Creek 100 feet above outfall
U2 (Upstream station 2) - Deep River at NCSR1113 (Kiveft Dr.,
before confluence with Richalnd Creek)
D1 (Downstream station 1) - Deep River at Freeman Mill Dam (NCSR1129)
D2 (Downstream station 2) - Deep River at Coltrane Mill Dam
2. Cape Fear Association data starts in 4/27/01. They have only one sampling
station downstream.
3. Percent of downstream samples below DO standard of 5 mgA:
Summer (defined by NPDES permit as April -October)
D1 16 %
D2 28%
Year round
D1 10%
D2 19%

High Point Eastside
Instrearl DO
(Summer)
9/14/99
7.83
6.65
6.11
6.08
9/16/99
7.86
5.61
5.95
5.52
9/20/99
8.11
7.26
6.51
6.49
9/21/99
8.2
7.13
6.38
6.37
9/22/99
8.14
7.24
6.55
7.24
9/27/99
7.51
6.98
6.46
6.19
9/28/99
6.55
7.94
7.33
7.62
9/29/99
7.71
7.89
6.98
7.36
10/4/99
7.52
7.72
7.55
7.39
10/13/99
8.15
7.01
6.24
6.39
10/21/99
8.71
8.29
7.16
7.52
10/27/99
9.78
8.51
6.92
4/27/00
8.64
7.93
6.49
5/5/00
8.44
6.68
7.55
4.58
6/19/00
7.12
6.11
6/6100
7.49
571
4.656/20/00
7.20
3.58
4.65
3.86
5.07
7/7100
6.68
1/41
8/3/00
6.28
4.49 ,
4.24
5.60
5.36
8/22/00
8.13
9/7/00
7.7
6.2
5.4
9/21/00
6.9
6.8
5.8
10/11/00
1 9.94
7.41
5.54
Notes:
1. Sampling loacations:
U7 (Upstream station 1) - Richland Creek 100 feet above outfall
U2 (Upstream station 2) - Deep River at NCSR1113 (Kivett Dr.,
before confluence with Richalnd Creek)
D1 (Downstream station 1) - Deep River at Freeman Mill Dam (NCSRi 129)
D2 (Downstream station 2) - Deep River at Coltrane Mill Dam
2. Cape Fear Association data starts in 4/27/01. They have only one sampling
station downstream.
3. Percent of downstream samples below DO standard of 5 mgA:
Summer (defined by NPDES permit as April -October)
D1 16%
D2 28%
Yearround
D1 10%
D2 19%

Models for Eastside High Point (Summer)
NC00024210
Base Models
SOC Request
1/2 Flow
Higher Limits
No Flow incr
1/2 Flow
No limits incr
1 2 3
4
5
6
Potential Permit conditions:
Flow (MGD)
BOD5 (mg/1)
NH3N (mg/I
16
16
161
16.8
16
16.8
51
51
81
121
121
8
21
21
31
61
61
3
Model inputs:
Flow (MGD)
CBOD (mg/1)
NBOD (mg/1)
Waste stream DO m /I
16
16
16
16.8
16
16.8
17
10
16
24
24
16
0
9
13.51
27
27
13.5
6
6
61
6
6
6
Results:
End DO (mg/I)
End CBOD (mg/I)
End NBOD (mg/1)
Min DO (mg/1)
Do sag length (mi)
Change in length (mi)
Decrease in min DO m /I
5.72
5.83
4.67
2.09
2.15
4.41
8.12
5.89
9.23
13.81
13.68
9.17
0.00
4.46
6.61
13.21
13.07
6.42
5.04
5.20
3.78
0.58
0.65
3.45
2.26
5.41
5.38
2.65
3.15
3.12
0.39
3.20
3.13
0.33
1- Model results from 1987
2- EHPC - Using permit limits of 5/2 as determined by the model in 1987
3- EHPA - Existing permit limits
4- EHPB - 1/2 Flow, BOD and NH3N limits requested for SOC
5- EHPD - Existing flow, BOD and NH3N limits requested for SOC
6- EHPE - 1/2 of requested flow for SOC and existing limits

Options in response to High Point Eastside SOC request
Option I:
• Allow half the requested flow (0.8 MGD) with no increase in limits for oxygen
consuming wastes.
Issue: High Point can't meet existing limits
Option II:
• Allow High Point to maintain existing loading of oxygen consuming wastes.
Issue: Concentration limits will have to decrease to account for higher flows
Option III:
• Deny request based on existing conditions and predicted violations of 67(b)
criteria.
Issue: No relief for City
Option IV:
• Allow High Point to develop their own model.
Issue: This will take time and DWQ have a relatively sophisticated Level B analysis.

NH3N

/7
)S
/2.
5
q
3
2
1

1
,E-, /�/ -� L
'41 i(s 7� --t .. "
SUMMER
MODEL RESULTS
Discharger
:
EASTSIDE HIGH POINT
Receiving Stream :
RICHLAND CREEK
----------------------------------------------------------------------
The End
D.O.
is 6.34
mg/l.
The End
CBOD
is 9.85.mg/l.
The End
----------------------------------------------------------------------
NBOD
is 0.00
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
------
6.06
----------------
0.00 1
----
----
--
----------
Reach
1
17.00
0.00
6.00
16.00000
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
Segment
2
5.90
3.84 6
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
Segment
3
5.90
0.00 1
Reach
1
0.00
0.00
0.00
0.00000

Discharger
Receiving Stream
Summer 7Q10
Design Temperature:
*** MODEL SUMMARY DATA ***
EASTSIDE HIGH POINT
RICHLAND CREEK
1.0 Winter 7Q10
25.0
Subbasin : 030608
Stream Class: C
2.6
SLOP
VELfpCsTY
DftTHldesignl
Kd
Ka
Ka
------------
ILm�ileH)
-------------------------------------------------------------------
ft/mEl
I
@20°
Idesignl
@20° I
desgnl
Segment
1
I 0.65I
7.00I
0.970
10.62
10.62 10.49
16.66 I
5.98
0.44
Reach
--------------------------------------------------------------------------------
1
Segment
1
I 0.25I
7.00I
0.490
11.24
10.34 10.27
13.37 I
3.02I
0.44
Reach
--------------------------------------------------------------------------------
2
Segment
1
I 0.25I
7.00I
0.330
11.70
10.30 10.24
12.27 I
2.03I
0.44
Reach
--------------------------------------------------------------------------------
3
Segment
1
I 0.25I
7.00I
0.180
12.17
10.27 10.22
11.24 (
1.11l
0.44
Reach
--------------------------------------------------------------------------------
4
Segment
1
I 0.03I
7.00I
0.100
12.40
10.26 10.21
10.69 I
0.62I
0.44
Reach
--------------------------------------------------------------------------------
5
Segment
2
I 0;45I
22.22I
0.880
11.20
10.59 10.47
I19.19 117.21I
0.73
Reach
--------------------------------------------------------------------------------
1
Segment
2
I 1.40I
2.94I
0.490
I 1 i0
10.31 10.24
11.41 I
1.27I
0.44
Reach
--------------------------------------------------------------------------------
Segment
2I
0.50I
2.94I
0.450
11.33
10.30 10.24
11.30 I
1.16
0.44
Reach
--------------------------------------------------------------------------------
3
Segment
2
I 0.50I
2.94I
0.350
11.78
10.28 10.22
11.01 I
0.91I
0.44
Reach
--------------------------------------------------------------------------------
4
Segment
2
I 0.50I
2.94I
0.250
12.33
0.27 10.21
10.72 I
0.65I
0.44
Reach
--------------------------------------------------------------------------------
5
Segment
2
I 0i501
2.94I
0.150
12.78
( 0.26 10.21
10.43 I
0.39I
0.44
Reach
--------------------------------------------------------------------------------
6
Segment
3
I 1.35I
6.06I
0.470
11.31
10.33 10.26
12.79 I
2.51I
0.44
Reach
1

--------------------------------------------------------------------------------
t
Flow
CBOD
NBOD
D.O.
cfs
mg/l
mg/1
mg/1
Segment 1
Reach 1
Waste
24.800
17.000
0.000
6.000
Headwaters
1.000
2.000
0.000
7.440
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.000
0.000
0.000
7.440
Segment 1
Reach 2
Waste
0.000
0.000
0.000
0.000
Tributary
4.400
2.000
0.000
7.440
* Runoff
0.000
0.000
0.000
7.440
Segment 1 Reach 3
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.000
0.000
0.000
7.440
Segment 1
Reach 4
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.000
0.000
0.000
7.440
Segment 1
Reach 5
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.000
0.000
0.000
7.440
Segment 2 Reach 1
Waste
0.000
0.000
0.000
0.000
Headwaters
5.400
10.360
0.000
7.440
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.400
2.000
0.000
7.440
Segment 2 Reach 2
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.400
2.000
0.000
7.440
Segment 2
Reach 3
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.400
2.000
0.000
7.440
Segment 2
Reach 4
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.440

* Runoff 0.400 2.000 1 0.000 I 7.440
Segment 2 Reach 5
Waste 0.000 0.000 0.000 0.000
Tributary 0.000 0.000 0.000 7.440
* Runoff 0.400 2.000 0.000 7.440
Segment 2 Reach 6
Waste 0.000 0.000
Tributary 0.000 0.000
* Runoff 0.400 2.000
Segment 3 Reach 1
Waste 0.000 0.000
Headwaters 6.950 5.300
Tributary 0.000 0.000
* Runoff 0.074 2.000
* Runoff flow is in cfs/mile
0.000 1 0.000
0.000 7.440
.000 7.440
0.000
0.000
0.000
7.440
0.000
7.440
0.000
7.440

Seg #
Reach #
Seg Mi
D.O.
CBOD
NBOD
Flow
1
1
0.00
6.06
16.42
0.00
25.80
1
1
0.06
6.07
16.38
0.00
25.80
1
1
0.12
6.09
16.34
0.00
25.80
1
1
0.18
6.11
16.30
0.00
25.80
1
1
0.24
6.12
16.27
0.00
25.80
1
1
0.30
6.14
16.23
0.00
25.80
1
1
0.36
6.15
16.19
0.00
25.80
1
1
0.42
6.17
16.15
0.00
25.80
1
1
0.48
6.18
16.12
0.00
25.80
1
1
0.54
6.20
16.08
0.00
25.80
1
1
0.60
6.21
16.04
0.00
25.80
1
2
0.59
6.39
14.00
0.00
30.20
1
2
0.61
6.40
13.98
0.00
30.20
1
2
0.63
6.40
13.97
0.00
30.20
1
2
0.65
6.40
13.96
0.00
30.20
1
2
0.67
6.41
13.95
0.00
30.20
1
2
0.69
6.41
13.94
0.00
30.20
1
2
0.71
6.41
13.92
0.00
30.20
1
2
0.73
6.42
13.91
0.00
30.20
1
2
0.75
6.42
13.90
0.00
30.20
1
2
0.77
6.42
13.89
0.00
30.20
1
2
0.79
6.43
13.88
0.00
30.20
1
2
0.81
6.43
13.86
0.00
30.20
1
2
0.83
6.43
13.85
0.00
30.20
1
3
0.82
6.43
13.85
0.00
30.20
1
3
0.84
6.43
13.84
0.00
30.20
1
3
0.86
6.43
13.82
0.00
30.20
1
3
0.88
6.43
13.81
0.00
30.20
1
3
0.90
6.43
13.79
0.00
30.20
1
3
0.92
6.43
13.78
0.00
30.20
1
3
0.94
6.44
13.76
0.00
30.20
1
3
0.96
6.44
13.75
0.00
30.20
1
3
0.98
6.44
13.73
0.00
30.20
1
3
1.00
6.44
13.72
0.00
30.20
1
3
1.02
6.44
13.70
0.00
30.20
1
3
1.04
6.44
13.69
0.00
30.20
1
3
1.06
6.44
13.67
0.00
30.20
1
4
1.05
6.44
13.67
0.00
30.20
1
4
1.07
6.43
13.65
0.00
30.20
1
4
1.09
6.42
13.62
0.00
30.20
1
4
1.11
6.41
13.60
0.00
30.20
1
4
1.13
6.40
13.57
0.00
30.20
1
4
1.15
6.39
13.55
0.00
30.20
1
4
1.17
6.38
13.52
0.00
30.20
1
4
1.19
6.37
13.50
0.00
30.20
1
4
1.21
6.36
13.47
0.00
30.20
1
4
1.23
6.35
13.45
0.00
30.20
1
4
1.25
6.34
13.42
0.00
30.20
1
4
1.27
6.34
13.40
0.00
30.20
1
4
1.29
6.33
13.37
0.00
30.20
1
5
1.29
6.33
13.37
0.00
30.20
1
5
1.29
6.32
13.37
0.00
30.20
1
5
1.29
6.32
13.36
0.00
30.20
1
5
1.30
6.32
13.36
0.00
30.20
1
5
1.30
6.32
13.35
0.00
30.20
1
5
1.30
6.31
13.35
0.00
30.20

1 5
1.30
6.31
13.35
0.00
30.20
1 5
1.30
6.31
13.34
0.00
30.20
1 5
1.31
6.31
13.34
0.00
30.20
1 5
1.31
6.30
13.33
0.00
30.20
1 5
1.31
6.30
13.33
0.00
30.20
1 5
1.31
6.30
13.32
0.00
30.20
1 5
1.31
6.30
13.32
0.00
30.20
1 5
1.32
6.29
13.32
0.00
30.20
1 5
1.32
6.29
13.31
0.00
30.20
2 1
0.00
6.29
13.31
0.00
30.20
2 1
0.04
6.37
13.28
0.00
30.22
2 1
0.08
6.45
13.26
0.00
30.23
2 1
0.12
6.52
13.23
0.00
30.25
2 1
0.16
6.59
13.20
0.00
30.26
2 1
0.20
6.66
13.17
0.00
30.28
2 1
0.24
6.72
13.15
0.00
30.30
2 1
0.28
6.78
13.12
0.00
30.31
2 1
0.32
6.84
13.09
0.00
30.33
2 1
0.36
6.89
13.06
0.00
30.34
2 1
0.40
6.94
13.04
0.00
30.36
2 1
0.44
6.99
13.01
0.00
30.38
2 2
0.44
6.99
13.01
0.00
30.38
2 2
0.54
6.96
12.94
0.00
30.42
2 2
0.64
6.94
12.88
0.00
30.46
2 2
0.74
6.91
12.82
0.00
30.50
2 2
0.84
6.89
12.75
0.00
30.54
2 2
0.94
6.86
12.69
0.00
30.58
2 2
1.04
6.84
12.63
0.00
30.62
2 2
1.14
6.82
12.57
0.00
30.66
2 2
1.24
6.79
12.50
0.00
30.70
2 2
1.34
6.77
12.44
0.00
30.74
2 2
1.44
6.75
12.38
0.00
30.78
2 2
1.54
6.73
12.32
0.00
30.82
2 2
1.64
6.71
12.26
0.00
30.86
2 2
1.74
6.70
12.20
0.00
30.90
2 2
1.84
6.68
12.14
0.00
30.94
2 3
1.84
6.68
12.14
0.00
30.94
2 3
1.89
6.67
12.11
0.00
30.96
2 3
1.94
6.66
12.08
0.00
30.98
2 3
1.99
6.65
12.05
0.00
31.00
2 3
2.04
6.64
12.02
0.00
31.02
2 3
2.09
6.63
11.98
0.00
31.04
2 3
2.14
6.62
11.95
0.00
31.06
2 3
2.19
6.61
11.92
0.00
31.08
2 3
2.24
6.60
11.89
0.00
31.10
2 3
2.29
6.59
11.86
0.00
31.12
2 3
2.34
6.58
11.83
0.00
31.14
2 4
2.34
6.58
11.83
0.00
31.14
2 4
2.39
6.57
11.80
0.00
31.16
2 4
2.44
6.56
11.76
0.00
31.18
2 4
2.49
6.54
11.73
0.00
31.20
2 4
2.54
6.53
11.69
0.00
31.22
2 4
2.59
6.52
11.66
0.00
31.24
2 4
2.64
6.51
11.62
0.00
31.26
2 4
2.69
6.49
11.59
0.00
31.28
2 4
2.74
6.48
11.55
0.00
31.30
2 4
2.79
6.47
11.52
0.00
31.32
2 4
2.84
6.46
11.49
0.00
31.34
2 5
2.84
6.46
11.49
0.00
31.34
2 5
2.89
6.44
11.44
0.00
31.36

2
5
2.94
6.42
11.40
0.00
31.38
2
5
2.99
6.40
11.36
0.00
31.40
2
5
3.04
6.38
11.31
0.00
31.42
2
5
3.09
6.36
11.27
0.00
31.44
2
5
3.14
6.34
11.23
0.00
31.46
2
5
3.19
6.32
11.19
0.00
31.48
2
5
3.24
6.30
11.14
0.00
31.50
2
5
3.29
6.28
11.10
0.00
31.52
2
5
3.34
6.27
11.06
0.00
31.54
2
6
3.34
6.27
11.06
0.00
31.54
2
6
3.39
6.23
11.00
0.00
31.56
2
6
3.44
6.19
10.93
0.00
31.58
2
6
3.49
6.15
10.87
0.00
31.60
2
6
3.54
6.11
10.81
0.00
31.62
2
6
3.59
6.07
10.74
0.00
31.64
2
6
3.64
6.04
10.68
0.00
31.66
2
6
3.69
6.00
10.62
0.00
31.68
2
6
3.74
5.97
10.56
0.00
31.70
2
6
3.79
5.93
10.50
0.00
31.72
2
6
3.84
5.90
10.44
0.00
31.74
3
1
0.00
5.90
10.44
0.00
31.74
3
1
0.10
5.94
10.39
0.00
31.74
3
1
0.20
5.98
10.35
0.00
31.75
3
1
0.30
6.02
10.30
0.00
31.76
3
1
0.40
6.06
10.25
0.00
31.77
3
1
0.50
6.09
10.21
0.00
31.77
3
1
0.60
6.13
10.16
0.00
31.78
3
1
0.70
6.16
10.12
0.00
31.79
3
1
0.80
6.19
10.07
0.00
31.80
3
1
0.90
6.23
10.03
0.00
31.80
3
1
1.00
6.26
9.98
0.00
31.81
3
1
1.10
6.29
9.94
0.00
31.82
3
1
1.20
6.32
9.89
0.00
31.82
3
1
1.30
6.34
9.85
0.00
31.83
Seg #
Reach #
Seg Mi
D.O.
CBOD
NBOD
Flow

FHp0
*a
SUMMER
MODEL RESULTS
Discharger
:
EASTSIDE HIGH POINT
Receiving Stream :
RICHLAND CREEK
----------------------------------------------------------------------
The End
D.O.
is 5.83
mg/l.
The End
CBOD
is 5.89
mg/l.
The End
----------------------------------------------------------------------
NBOD
is 4.46
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
------
6.05
----------------
1.43 5
----
----
--
----------
Reach
1
10.00
9.00
6.00
16.00000
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
Segment
2
5.20
3.85 6
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
Segment
3
5.20
0.00 1
Reach
1
0.00
0.00
0.00
0.00000

SUMMER
Seg #
( Reach #
( Seg Mi
D.O.
CBOD
NBOD
Flow
1
1
0.00
6.06
9.69
8.69
25.80
1
1
0.07
6.08
9.67
8.67
25.80
1
1
0.13
6.09
9.64
8.66
25.80
1
1
0.20
6.11
9.62
8.64
25.80
1
1
0.26
6.13
9.59
8.63
25.80
1
1
0.33
6.15
9.57
8.61
25.80
1
1
0.39
6.17
9.54
8.60
25.80
1
1
0.46
6.19
9.52
8.58
25.80
1
1
0.52
6.20
9.50
8.57
25.80
1
1
0.58
6.22
9.47
8.55
25.80
1
1
0.65
6.23
9.45
8.53
25.80
1
2
0.65
6.41
8.36
7.44
30.20
1
2
0.68
6.41
8.35
7.43
30.20
1
2
0.70
6.41
8.35
7.42
30.20
1
2
0.73
6.41
8.34
7.41
30.20
1
2
0.75
6.41
8.33
7.40
30.20
1
2
0.78
6.41
8.32
7.39
30.20
1
2
0.80
6.41
8.31
7.38
30.20
1
2
0.83
6.41
8.30
7.37
30.20
1
2
0.85
6.41
8.29
7.36
30.20
1
2
0.88
6.41
8.28
7.35
30.20
1
2
0.90
6.41
8.27
7.34
30.20
1
3
0.90
6.41
8.27
7.34
30.20
1
3
0.92
6.41
8.26
7.32
30.20
1
3
0.95
6.40
8.25
7.31
30.20
1
3
0.97
6.39
8.24
7.29
30.20
1
3
1.00
6.39
8.23
7.28
30.20
1
3
1.02
6.38
8.22
7.26
30.20
1
3
1.05
6.37
8.21
7.25
30.20
1
3
1.07
6.37
8.19
7.23
30.20
1
3
1.10
6.36
8.18
7.22
30.20
1
3
1.12
6.36
8.17
7.20
30.20
1
3
1.15
6.35
8.16
7.19
30.20
1
4
1.15
6.35
8.16
7.19
30.20
1
4
1.17
6.32
8.14
7.16
30.20
1
4
1.20
6.30
8.12
7.13
30.20
1
4
1.22
6.27
8.11
7.11
30.20
1
4
1.25
6.25
8.09
7.08
30.20
1
4
1.27
6.23
8.07
7.05
30.20
1
4
1.30
6.20
8.05
7.03
30.20
1
4
1.32
6.18
8.03
7.00
30.20
1
4
1.35
6.16
8.01
6.98
30.20
1
4
1.37
6.14
7.99
6.95
30.20
1
4
1.40
6.11
7.98
6.92
30.20
1
5
1.40
6.11
7.98
6.92
30.20
1
5
1.40
6.11
7.97
6.92
30.20
1
5
1.40
6.10
7.97
6.92
30.20
1
5
1.41
6.10
7.97
6.91
30.20
1
5
1.41
6.10
7.97
6.91
30.20
1
5
1.41
6.09
7.96
6.90
30.20
1
5
1.41
6.09
7.96
6.90
30.20
1
5
1.41
6.08
7.96
6.90
30.20
1
5
1.42
6.08
7.96
6.89
30.20
1
5
1.42
6.07
7.95
6.89
30.20
1
5
1.42
6.07
7.95
6.89
30.20
1
5
1.42
6.06
7.95
6.88
30.20

1 5
1.42
6.06
7.95
6.88
30.20
1 5
1.43
6.06
7.94
6.87
30.20
1 5
1.43
6.05
7.94
6.87
30.20
2 1
0.00
6.05
7.94
6.87
30.20
2 1
0.04
6.15
7.92
6.85
30.22
2 1
0.09
6.25
7.90
6.83
30.24
2 1
0.14
6.33
7.89
6.81
30.25
2 1
0.18
6.42
7.87
6.79
30.27
2 1
0.22
6.50
7.85
6.78
30.29
2 1
0.27
6.57
7.83
6.76
30.31
2 1
0.31
6.64
7.81
6.74
30.33
2 1
0.36
6.71
7.80
6.72
30.34
2 1
0.40
6.77
7.78
6.70
30.36
2 1
0.45
6.83
7.76
6.68
30.38
2 2
0.45
6.83
7.76
6.68
30.38
2 2
0.55
6.79
7.72
6.64
30.42
2 2
0.65
6.75
7.69
6.59
30.46
2 2
0.75
6.71
7.65
6.55
30.50
2 2
0.85
6.67
7.61
6.51
30.54
2 2
0.95
6.64
7.58
6.46
30.58
2 2
1.05
6.60
7.54
6.42
30.62
2 2
1.15
6.57
7.50
6.38
30.66
2 2
1.25
6.54
7.47
6.34
30.70
2 2
1.35
6.51
7.43
6.30
30.74
2 2
1.45
6.47
7.40
6.25
30.78
2 2
1.55
6.45
7.36
6.21
30.82
2 2
1.65
6.42
7.33
6.17
30.86
2 2
1.75
6.39
7.29
6.13
30.90
2 2
1.85
6.36
7.26
6.09
30.94
2 3
1.85
6.36
7.26
6.09
30.94
2 3
1.90
6.35
7.24
6.07
30.96
2 3
1.95
6.33
7.22
6.05
30.98
2 3
2.00
6.32
7.20
6.03
31.00
2 3
2.05
6.30
7.18
6.01
31.02
2 3
2.10
6.29
7.17
5.99
31.04
2 3
2.15
6.27
7.15
5.96
31.06
2 3
2.20
6.26
7.13
5.94
31.08
2 3
2.25
6.25
7.11
5.92
31.10
2 3
2.30
6.23
7.09
5.90
31.12
2 3
2.35
6.22
7.08
5.88
31.14
2 4
2.35
6.22
7.08
5.88
31.14
2 4
2.40
6.20
7.06
5.85
31.16
2 4
2.45
6.18
7.04
5.83
31.18
2 4
2.50
6.16
7.02
5.80
31.20
2 4
2.55
6.14
7.00
5.78
31.22
2 4
2.60
6.12
6.98
5.75
31.24
2 4
2.65
6.10
6.96
5.73
31.26
2 4
2.70
6.08
6.94
5.70
31.28
2 4
2.75
6.06
6.92
5.68
31.30
2 4
2.80
6.04
6.90
5.65
31.32
2 4
2.85
6.02
6.88
5.63
31.34
2 5
2.85
6.02
6.88
5.63
31.34
2 5
2.90
5.99
6.85
5.60
31.36
2 5
2.95
5.96
6.82
5.56
31.38
2 5
3.00
5.93
6.80
5.53
31.40
2 5
3.05
5.90
6.77
5.50
31.42
2 5
3.10
5.87
6.75
5.46
31.44
2 5
3.15
5.84
6.72
5.43
31.46
2 5
3.20
5.81
6.70
5.40
31.48
2 5
3.25
5.79
6.67
5.37
31.50

2
5
3.30
5.76
6.65
5.34
31.52
2
5
3.35
5.73
6.63
5.31
31.54
2
6
3.35
5.73
6.63
5.31
31.54
2
6
3.40
5.67
6.59
5.26
31.56
2
6
3.45
5.61
6.55
5.21
31.58
2
6
3.50
5.56
6.51
5.16
31.60
2
6
3.55
5.50
6.48
5.11
31.62
2
6
3.60
5.45
6.44
5.06
31.64
2
6
3.65
5.40
6.40
5.01
31.66
2
6
3.70
5.34
6.37
4.96
31.68
2
6
3.75
5.29
6.33
4.92
31.70
2
6
3.80
5.24
6.29
4.87
31.72
2
6
3.85
5.20
6.26
4.83
31.74
3
1
0.00
5.20
6.26
4.83
31.74
3
1
0.14
5.27
6.22
4.79
31.75
3
1
0.27
5.34
6.18
4.75
31.76
3
1
0.41
5.41
6.15
4.71
31.77
3
1
0.54
5.48
6.11
4.67
31.78
3
1
0.68
5.55
6.07
4.64
31.79
3
1
0.81
5.61
6.04
4.60
31.80
3
1
0.95
5.67
6.00
4.56
31.81
3
1
1.08
5.72
5.97
4.53
31.82
3
1
1.22
5.78
5.93
4.49
31.83
3
1
1.35
5.83
5.89
4.46
31.84
Seg #
Reach #
Seg Mi
D.O.
CBOD
NBOD
Flow

*** MODEL SUMMARY DATA ***
Discharger
Receiving Stream
Summer 7Q10
Design Temperature:
EASTSIDE HIGH POINT
RICHLAND CREEK
1.0 Winter 7Q10
25.0
Subbasin : 030608
Stream Class: C
. 2.6
LENGTH
SLOPE
VELOCITY
DEPTH
Kd
Kd
Ka
Ka
KN
------------
mile
I----------------------------------------------------
ft/mi
fps
I ft
design I
@200
I design I
@200
------
design
I-------
Segment
1
0.65
7.00
0.970
0.62
0.62
0.49
6.66
5.98
0.44
Reach
--------------------------------------------------------------------------------
1
i
Segment
1
0.25
7.00
0.490
1.24
0.34
0.27
3.37
3.02
0.44
Reach
--------------------------------------------------------------------------------
2
1-1
i
Segment
1
0.25
7.00
0.330
1.70
0.30
0.24
2.27
2.03
0.44
Reach
--------------------------------------------------------------------------------
3
/
1-1
1--'
i
Segment
1
0.25
7.00
0.180
2.17
0.27
0.22
1.24
1.11
0.44
Reach
4
--------------------------------------------------------------------------------
Segment
1
0.03
7.00
0.100
2.40
0.26
0.21
0.69
0.62
0.44
Reach
--------------------------------------------------------------------------------
5
1-1
i
Segment
2
0.45
22.22
0.880
1.20
0.59
0.47
19.19
17.21
0.73
Reach
--------------------------------------------------------------------------------
1
Segment
2
1.40
2.94
0.490
1.20
0.31
0.24
1.41
1.27
0.44
Reach
----------------
2
/1,
---------------------------------------------------------------
1-1
Segment
2
0.50
2.94
0.450
1.33
0.30
0.24
1.30
1.16
0.44
Reach
--------------------------------------------------------------------------------
3
Segment
2
0.50
2.94
0.350
1.78
0.28
0.22
1.01
0.91
0.44
Reach
--------------------------------------------------------------------------------
4
1
1.11
Segment
2
0.50
2.94
0.250
2.33
0.27
0.21
0.72
0.65
0.44
Reach
--------------------------------------------------------------------------------
5
-1-1
1-,-
1---
1--
Segment
2
0.50
2.94
0.150
2.78
0.26
0.21
0.43
0.39
0.44
Reach
--------------------------------------------------------------------------------
6
x
-
--
Segment
3
1.35
6.06
0.470
1.31
0.33
0.26
2.79
2.51
0.44
Reach
1

--------------------------------------------------------------------------------
t
Flow
CBOD
NBOD
D.O.
cfs
mg/l
mg/l
mg/l
Segment 1
Reach 1
Waste
24.800
10.000
9.000
6.000
Headwaters
1.000
2.000
1.000
7.440
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.000
0.000
0.000
7.440
Segment 1
Reach 2
Waste
0.000
0.000
0.000
0.000
Tributary
4.400
2.000
1.000
7.440
* Runoff
0.000
0.000
0.000
7.440
Segment 1 Reach 3
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.000
0.000
0.000
7.440
Segment 1
Reach 4
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.000
0.000
0.000
7.440
Segment 1
Reach 5
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.000
0.000
0.000
7.440
Segment 2 Reach 1
Waste
0.000
0.000
0.000
0.000
Headwaters
5.400
10.360
1.000
7.440
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.400
2.000
1.000
7.440
Segment 2 Reach 2
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.400
2.000
1.000
7.440
Segment 2
Reach 3
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.400
2.000
1.000
7.440
Segment 2
Reach 4
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.440

. IF
* Runoff
0.400
2.000
1.000
7.440
Segment 2
Reach 5
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.400
2.000
1.000
7.440
Segment 2
Reach 6
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.400
2.000
1.000
7.440
Segment 3
Reach 1
Waste
0.000
0.000
0.000
0.000
Headwaters 6.950
5.300
1.000
7.440
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.074
2.000
1.000
7.440
* Runoff flow is in cfs/mile

r j-iPA #,..5
SUMMER
MODEL RESULTS
Discharger
:
EASTSIDE HIGH POINT
Receiving Stream :
RICHLAND CREEK
----------------------------------------------------------------------
The End
D.O.
is 4.67
mg/l.
The End
CBOD
is 9.23
mg/l.
The End
----------------------------------------------------------------------
NBOD
is 6.61
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
------
5.47
----------------
1.43 5
----
----
--
----------
Reach
1
16.00
13.50
6.00
16.00000
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
Segment
2
3.78
3.85 6
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
Segment
3
3.78
0.00 1
Reach
1
0.00
0.00
0.00
0.00000

*** MODEL SUMMARY DATA ***
Discharger
Receiving Stream
Summer 7Q10
Design Temperature:
EASTSIDE HIGH POINT
RICHLAND CREEK
1.0 Winter 7Q10
25.0
Subbasin : 030608
Stream Class: C
2.6
LENGTH
SLOPE
VELOCITY
DEPTH
Kd
Kd
Ka
Ka
KN
------------
mile
-------------------------------------------------------------------
ft/mi
fps I
ft
design I
@200
I design I
@200
I design
Segment
1
0.65
7.00
0.970
0.62
0.62
0.49
6.66
5.98
0.44
Reach
--------------------------------------------------------------------------------
1
I'll
1-1
r---
Segment
1
0.25
7.00
0.490
1.24
0.34
0.27
3.37
3.02
0.44
Reach
--------------------------------------------------------------------------------
2
1'--
i
Segment
1
0.25
7.00
0.330
1.70
0.30
0.24
2.27
2.03
0.44
Reach
--------------------------------------------------------------------------------
3
/1,-
1---
1-1
�-
Segment
1
0.25
7.00
0.180
2.17
0.27
0.22
1.24
1.11
0.44
Reach
--------------------------------------------------------------------------------
4
/
i
Segment
1
0.03
7.00
0.100
2.40
0.26
0.21
0.69
0.62
0.44
Reach
--------------------------------------------------------------------------------
5
/11
Segment
2
0.45
22.22
0.880
1.20
0.59
0.47
19.19
17.21
0.73
Reach
--------------------------------------------------------------------------------
1
Segment
2
1.40
2.94
0.490
1.20
0.31
0.24
1.41
1.27
0.44
Reach
--------------------------------------------------------------------------------
2
Segment
2
0.50
2.94
0.450
1.33
0.30
0.24
1.30
1.16
0.44
Reach
--------------------------------------------------------------------------------
3
Segment
2
0.50
2.94
0.350
1.78
0.28
0.22
1.01
0.91
0.44
Reach
--------------------------------------------------------------------------------
4
Segment
2
0.50
2.94
0.250
2.33
0.27
0.21
0.72
0.65
0.44
Reach
--------------------------------------------------------------------------------
5
1-11
i
1-,-
Segment
2
0.50
2.94
0.150
2.78
0.26
0.21
0.43
0.39
0.44
Reach
--------------------------------------------------------------------------------
6
Segment
3
1.35
6.06
0.470
1.31
0.33
0.26
2.79
2.51
0.44
Reach
1
-
-
i

Flow
CBOD
cfs
mg/l
Segment 1
Reach 1
Waste
24.800
16.000
Headwaters
1.000
2.000
Tributary
0.000
0.000
* Runoff
0.000
0.000
Segment 1
Reach 2
Waste
0.000
0.000
Tributary
4.400
2.000
* Runoff
0.000
0.000
Segment 1 Reach 3
NBOD
D.O.
mg/1
mg/1
13.500
6.000
1.000
7.440
0.000
7.440
0.000
7.440
0.000
0.000
1.000
7.440
I
0.000
7.440
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.000
0.000
0.000
7.440
Segment 1
Reach 4
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.000
0.000
0.000
7.440
Segment 1
Reach 5
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.000
0.000
0.000
7.440
Segment 2 Reach 1
Waste
0.000
0.000
0.000
0.000
Headwaters
5.400
10.360
1.000
7.440
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.400
2.000
1.000
7.440
Segment 2
Reach 2
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.400
2.000
1.000
7.440
Segment 2
Reach 3
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.400
2.000
1.000
7.440
Segment 2
Reach 4
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.440

* Runoff 1 0.400 1 2.000 i 1.000 1 7.440
Segment 2 Reach 5
Waste 0.000 0.000 0.000 0.000
Tributary 0.000 0.000 0.000 7.440
* Runoff 0.400 2.000 1.000 7.440
Segment 2 Reach 6
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.400
2.000
1.000
7.440
Segment 3
Reach 1
Waste
0.000
0.000
0.000
0.000
Headwaters
6.950
5.300
1.000
7.440
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.074
2.000
1.000
7.440
* Runoff flow is in cfs/mile

SUMMER
Seg #
( Reach #
Seg Mi
D.O.
CBOD
NBOD
Flow
1
1
0.00
6.06
15.46
13.02
25.80
1
1
0.07
6.05
15.42
12.99
25.80
1
1
0.13
6.05
15.38
12.97
25.80
1
1
0.20
6.05
15.34
12.95
25.80
1
1
0.26
6.05
15.30
12.92
25.80
1
1
0.33
6.05
15.26
12.90
25.80
1
1
0.39
6.05
15.23
12.88
25.80
1
1
0.46
6.04
15.19
12.85
25.80
1
1
0.52
6.04
15.15
12.83
25.80
1
1
0.58
6.04
15.11
12.81
25.80
1
1
0.65
6.04
15.07
12.78
25.80
1
2
0.65
6.25
13.17
11.07
30.20
1
2
0.68
6.24
13.15
11.05
30.20
1
2
0.70
6.23
13.14
11.04
30.20
1
2
0.73
6.22
13.13
11.02
30.20
1
2
0.75
6.21
13.11
11.01
30.20
1
2
0.78
6.21
13.10
10.99
30.20
1
2
0.80
6.20
13.08
10.98
30.20
1
2
0.83
6.19
13.07
10.96
30.20
1
2
0.85
6.18
13.06
10.94
30.20
1
2
0.88
6.18
13.04
10.93
30.20
1
2
0.90
6.17
13.03
10.91
30.20
1
3
0.90
6.17
13.03
10.91
30.20
1
3
0.92
6.15
13.01
10.89
30.20
1
3
0.95
6.13
12.99
10.87
30.20
1
3
0.97
6.12
12.97
10.85
30.20
1
3
1.00
6.10
12.96
10.83
30.20
1
3
1.02
6.08
12.94
10.80
30.20
1
3
1.05
6.06
12.92
10.78
30.20
1
3
1.07
6.05
12.90
10.76
30.20
1
3
1.10
6.03
12.88
10.74
30.20
1
3
1.12
6.02
12.87
10.72
30.20
1
3
1.15
6.00
12.85
10.69
30.20
1
4
1.15
6.00
12.85
10.69
30.20
1
4
1.17
5.95
12.82
10.65
30.20
1
4
1.20
5.91
12.79
10.61
30.20
1
4
1.22
5.87
12.76
10.58
30.20
1
4
1.25
5.82
12.73
10.54
30.20
1
4
1.27
5.78
12.70
10.50
30.20
1
4
1.30
5.74
12.67
10.46
30.20
1
4
1.32
5.70
12.64
10.42
30.20
1
4
1.35
5.65
12.62
10.38
30.20
1
4
1.37
5.61
12.59
10.34
30.20
1
4
1.40
5.57
12.56
10.30
30.20
1
5
1.40
5.57
12.56
10.30
30.20
1
5
1.40
5.57
12.55
10.30
30.20
1
5
1.40
5.56
12.55
10.29
30.20
1
5
1.41
5.55
12.55
10.29
30.20
1
5
1.41
5.55
12.54
10.28
30.20
1
5
1.41
5.54
12.54
10.27
30.20
1
5
1.41
5.53
12.53
10.27
30.20
1
5
1.41
5.52
12.53
10.26
30.20
1
5
1.42
5.52
12.53
10.26
30.20
1
5
1.42
5.51
12.52
10.25
30.20
1
5
1.42
5.50
12.52
10.25
30.20
1
5
1.42
5.50
12.51
10.24
30.20

1 5
1.42
5.49
12.51
10.24
30.20
1 5
1.43
5.48
12.51
10.23
30.20
1 5
1.43
5.47
12.50
10.22
30.20
2 1
0.00
5.47
12.50
10.22
30.20
2 1
0.04
5.59
12.47
10.20
30.22
2 1
0.09
5.70
12.44
10.17
30.24
2 1
0.14
5.81
12.41
10.14
30.25
2 1
0.18
5.91
12.38
10.11
30.27
2 1
0.22
6.00
12.36
10.08
30.29
2 1
0.27
6.09
12.33
10.05
30.31
2 1
0.31
6.17
12.30
10.02
30.33
2 1
0.36
6.25
12.27
10.00
30.34
2 1
0.40
6.32
12.24
9.97
30.36
2 1
0.45
6.39
12.21
9.94
30.38
2 2
0.45
6.39
12.21
9.94
30.38
2 2
0.55
6.32
12.15
9.87
30.42
2 2
0.65
6.26
12.09
9.81
30.46
2 2
0.75
6.20
12.03
9.74
30.50
2 2
0.85
6.14
11.97
9.68
30.54
2 2
0.95
6.08
11.91
9.61
30.58
2 2
1.05
6.02
11.85
9.55
30.62
2 2
1.15
5.96
11.80
9.49
30.66
2 2
1.25
5.91
11.74
9.42
30.70
2 2
1.35
5.86
11.68
9.36
30.74
2 2
1.45
5.81
11.62
9.30
30.78
2 2
1.55
5.76
11.57
9.24
30.82
2 2
1.65
5.71
11.51
9.17
30.86
2 2
1.75
5.66
11.45
9.11
30.90
2 2
1.85
5.62
11.40
9.05
30.94
2 3
1.85
5.62
11.40
9.05
30.94
2 3
1.90
5.59
11.37
9.02
30.96
2 3
1.95
5.57
11.34
8.99
30.98
2 3
2.00
5.54
11.31
8.96
31.00
2 3
2.05
5.52
11.28
8.93
31.02
2 3
2.10
5.49
11.25
8.89
31.04
2 3
2.15
5.47
11.22
8.86
31.06
2 3
2.20
5.45
11.19
8.83
31.08
2 3
2.25
5.42
11.17
8.80
31.10
2 3
2.30
5.40
11.14
8.77
31.12
2 3
2.35
5.38
11.11
8.74
31.14
2 4
2.35
5.38
11.11
8.74
31.14
2 4
2.40
5.34
11.08
8.70
31.16
2 4
2.45
5.31
11.04
8.66
31.18
2 4
2.50
5.28
11.01
8.62
31.20
2 4
2.55
5.25
10.98
8.58
31.22
2 4
2.60
5.21
10.95
8.55
31.24
2 4
2.65
5.18
10.91
8.51
31.26
2 4
2.70
5.15
10.88
8.47
31.28
2 4
2.75
5.12
10.85
8.43
31.30
2 4
2.80
5.09
10.82
8.40
31.32
2 4
2.85
5.06
10.79
8.36
31.34
2 5
2.85
5.06
10.79
8.36
31.34
2 5
2.90__
5.01
10.74
8.31
31.36
2 5
2.95
4.97
10.70
8.26
31.38
2 5
3.00
4.92
10.66
8.21
31.40
2 5
3.05
4.87
10.62
8.16
31.42
2 5
3.10
4.82
10.58
8.11
31.44
2 5
3.15
4.78
10.54
8.07
31.46
2 5
3.20
4.73
10.50
8.02
31.48
2 5
3.25
4.69
10.46
7.97
31.50

2
5
3.30
4.64
10.43
7.92
31.52
2
5
3.35
4.60
10.39
7.88
31.54
2
6
3.35.
4.60
10.39
7.88
31.54
2
6
3.40
4.51
10.33
7.80
31.56
2
6
3.45
4.42
10.27
7.73
31.58
2
6
3.50
4.34
10.21
7.65
31.60
2
6
3.55
4.25
10.15
7.58
31.62
2
6
n� 3.60
4.17
10.09
7.51
31.64
2
6
3.65
4.09
10.03
7.44
31.66
2
6
3.70
4.01
9.97
7.37
31.68
2
6
3.75
3.93
9.92
7.30
31.70
2
6
3.80
3.85
9.86
7.23
31.72
2
6
3.85'
3.78
9.80
7.16
31.74
3
1
0.00
3.78
9.80
7.16
31.74
3
1
0.14
3.88
9.74
7.10
31.75
3
1
0.27
3.99
9.69
7.05
31.76
3
1
0.41
4.08
9.63
6.99
31.77
3
1
0.54
4.18
9.57
6.94
31.78
3
1
0.68
4.27
9.51
6.88
31.79
3
1
0.81
4.36
9.46
6.82
31.80
3
1
0.95
4.44
9.40
6.77
31.81
3
1
1.08
4.52
9.34
6.72
31.82
3
1
1.22
4.60
9.29
6.66
31.83
3
1
1.35,
4.67
9.23
6.61
31.84
Seg ##
Reach #
Seg Mi
D.O.
CBOD
NBOD
Flow

SUMMER
MODEL RESULTS
Discharger
:
EASTSIDE HIGH POINT
Receiving Stream :
RICHLAND CREEK
----------------------------------------------------------------------
The End
D.O.
is 2.09
mg/l.
The End
CBOD
is 13.81
mg/l.
The End
----------------------------------------------------------------------
NBOD
is 13.21
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
------
4.20
----------------
1.43 5
----
----
--
----------
Reach
1
24.00
27.00
6.00
16.80000
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
Segment
2
0.58
3.85 6
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
Segment
3
0.58
0.00 1
Reach
1
0.00
0.00
0.00
0.00000

SUMMER
Seg #
Reach
# Seg Mi
D.O.
CBOD I
NBOD
Flow
1
1
0.00
6.05
23.19
26.04
27.04
1
1
0.05
6.02
23.14
26.00
27.04
1
1
0.10
5.99
23.10
25.97
27.04
1
1
0.15
5.95
23.05
25.93
27.04
1
1
0.20
5.92
23.01
25.89
27.04
1
1
0.25
5.89
22.96
25.86
27.04
1
1
0.30
5.86
22.92
25.82
27.04
1
1
0.35
5.83
22.87
25.79
27.04
1
1
0.40
5.80
22.83
25.75
27.04
1
1
0.45
5.77
22.79
25.72
27.04
1
1
0.50
5.75
22.74
25.68
27.04
1
1
0.55
5.72
22.70
25.64
27.04
1
1
0.60
5.69
22.65
25.61
27.04
1
1
0.65
5.67
22.61
25.57
27.04
1
2
0.65
5.92
19.72
22.13
31.44
1
2
0.70
5.86
19.68
22.07
31.44
1
2
0.75
5.81
19.64
22.01
31.44
1
2
0.80
5.76
19.60
21.95
31.44
1
2
0.85
5.71
19.56
21.89
31.44
1
2
0.90
5.66
19.51
21.83
31.44
1
3
0.90
5.66
19.51
21.83
31.44
1
3
0.92
5.62
19.49
21.79
31.44
1
3
0.95
5.58
19.46
21.74
31.44
1
3
0.97
5.53
19.43
21.70
31.44
1
3
1.00
5.49
19.41
21.65
31.44
1
3
1.02
5.45
19.38
21.61
31.44
1
3
1.05
5.41
19.35
21.57
31.44
1
3
1.07
5.37
19.33
21.52
31.44
1
3
1.10
5.33
19.30
21.48
31.44
1
3
1.12
5.29
19.27
21.43
31.44
1
3
1.15
5.25
19.25
21.39
31.44
1
4
1.15
5.25
19.25
21.39
31.44
1
4
1.17
5.16
19.20
21.31
31.44
1
4
1.20
5.07
19.16
21.23
31.44
1
4
-1.22
4.98
19.12
21.15
31.44
1
4
1.25
4.89
19.07
21.07
31.44
1
4
1.27
4.80
19.03
20.99
31.44
1
4
�� 1.30
4.72
18.98
20.92
31.44
1
4
1.32
4.63
18.94
20.84
31.44
1
4
1.35
4.55
18.90
20.76
31.44
1
4
1.37
4.47
18.85
20.68
31.44
1
4
1.40
4.39
18.81
20.61
31.44
1
5
1.40-
4.39
18.81
20.61
31.44
1
5
1.40
4.38
18.80
20.59
31.44
1
5
1.40
4.36
18.80
20.58
31.44
1
5
1.41
4.35
18.79
20.57
31.44
1
5
1.41
4.33
18.79
20.56
31.44
1
5
3 1.41
4.32
18.78
20.55
31.44
1
5
,� 1.41
4.31
18.77
20.54
31.44
1
5
1.41
4.29
18.77
20.53
31.44
1
5
1.42
4.28
18.76
20.52
31.44
1
5
1.42
4.27
18.76
20.51
31.44
1
5
1.42
4.25
18.75
20.49
31.44
1
5
1.42
4.24
18.74
20.48
31.44
1
5
1.42
4.22
18.74
20.47
31.44
1
5
1.43
4.21
18.73
20.46
31.44

1 5
1.43
4.20
18.73
20.45
31.44
2 1
0.00
4.20
18.73
20.45
31.44
2 1
0.04
4.36
18.68
20.39
31.46
2 1
0.09
4.51
18.64
20.33
31.48
2 1
0.14
4.65
18.59
20.28
31.49
2 1
0.18
4.78
18.55
20.22
31.51
2 1
0.22
4.91
18.51
20.16
31.53
2 1
0.27
5.02
18.46
20.10
31.55
2 1
0.31
5.14
18.42
20.05
31.57
2 1
0.36
5.24
18.38
19.99
31.58
2 1
0.40
5.34
18.33
19.93
31.60
2 1
0.45
5.43
18.29
19.88
31.62
2 2
0.45
5.43
18.29
19.88
31.62
2 2
0.59
5.26
18.16
19.69
31.68
2 2
0.73
5.09
18.04
19.51
31.73
2 2
0.87
4.93
17.91
19.33
31.79
2 2
1.01
4.77
17.79
19.15
31.84
2 2
1.15
4.63
17.67
18.97
31.90
2 2
1.29
4.48
17.54
18.79
31.96
2 2
1.43
4.34
17.42
18.62
32.01
2 2
1.57
4.21
17.30
18.44
32.07
2 2
1.71
4.09
17.18
18.27
32.12
2 2
1.85
3.96
17.06
18.10
32.18
2 3
1.85
3.96
17.06
18.10
32.18
2 3
1.90
3.92
17.02
18.04
32.20
2 3
1.95
3.87
16.98
17.97
32.22
2 3
2.00
3.82
16.93
17.91
32.24
2 3
2.05
3.77
16.89
17.84
32.26
2 3
2.10
3.73
16.85
17.78
32.28
2 3
2.15
3.68
16.80
17.72
32.30
2 3
2.20
3.64
16.76
17.65
32.32
2 3
2.25
3.60
16.72
17.59
32.34
2 3
2.30
3.55
16.67
17.53
32.36
2 3
2.35
3.51
16.63
17.47
32.38
2 4
2.35
3.51
16.63
17.47
32.38
2 4
2.40
3.45
16.58
17.39
32.40
2 4
2.45
3.39
16.53
17.31
32.42
2 4
2.50
3.33
16.48
17.24
32.44
2 4
2.55
3.27
16.43
17.16
32.46
2 4
2.60
3.21
16.38
17.08
32.48
2 4
2.65
3.15
16.34
17.01
32.50
2 4
2.70
3.09
16.29
16.93
32.52
2 4
2.75
3.04
16.24
16.86
32.54
2 4
2.80
2.98
16.19
16.78
32.56
2 4
2.85
2.93
16.14
16.71
32.58
2 5
2.85
2.93
16.14
16.71
32.58
2 5
2.90
2.83
16.08
16.61
32.60
2 5
2.95
2.74
16.02
16.51
32.62
2 5
3.00
2.66
15.96
16.41
32.64
2 5
3.05
2.57
15.90
16.32
32.66
2 5
3.10
2.48
15.84
16.22
32.68
2 5
3.15
2.40
15.78
16.12
32.70
2 5
3.20
2.32
15.72
16.03
32.72
2 5
3.25
2.23
15.66
15.93
32.74
2 5
3.30
2.15
15.60
15.84
32.76
2 5
3.35
2.08
15.54
15.74
32.78
2 6
3.35
2.08
15.54
15.74
32.78
2 6
3.40
1.91
15.45
15.59
32.80
2 6
3.45
1.75
15.36
15.44
32.82
2 6
3.50
1.59
15.27
15.30
32.84

2
6
3.55
1.44
15.19
15.15
32.86
2
6
3.60
1.29
15.10
15.01
32.88
2
6
3.65
1.14
15.01
14.87
32.90
2
6
3.70
1.00
14.92
14.72
32.92
2
6
3.75
0.86
14.84
14.58
32.94
2
6
3.80
0.72
14.75
14.45
32.96
2
6
3.85
0.58
14.67
14.31
32.98
3
1
0.00
0.58
14.67
14.31
32.98
3
1
0.14
0.76
14.58
14.19
32.99
3
1
0.27
0.93
14.49
14.08
33.00
3
1
0.41
1.10
14.40
13.97
33.01
3
1
0.54
1.26
14.32
13.86
33.02
3
1
0.68
1.41
14.23
13.75
33.03
3
1
0.81
1.56
14.14
13.64
33.04
3
1
0.95
1.70
14.06
13.53
33.05
3
1
1.08
1.83
13.98
13.42
33.06
3
1
1.22
1.96
13.89
13.31
33.07
3
1
1.35
2.09
13.81
13.21
33.08
Seg #
Reach #
Seg Mi
D.O.
CBOD
NBOD
Flow

*** MODEL SUMMARY DATA ***
Discharger
Receiving Stream
Summer 7Q10
Design Temperature:
EASTSIDE HIGH POINT
RICHLAND CREEK
1.0 Winter 7Q10
25.0
Subbasin : 030608
Stream Class: C
2.6
LENGTH
SLOPE
VELOCITY
DEPTH
Kd
Kd
Ka
Ka
KN
------------
mile
-------------------------------------------------------------------
ft/mi
fps I
ft
design I
@200
I design I
@200 I
design
Segment
1
0.65
7.00
0.970
0.62
0.62
0.49
6.66
5.98
0.44
Reach
--------------------------------------------------------------------------------
1
1/
/
1
�-
Segment
1
0.25
7.00
0.490
1.24
0.34
0.27
3.37
3.02
0.44
Reach
--------------------------------------------------------------------------------
2
Segment
1
0.25
7.00
0.330
1.70
0.30
0.24
2.27
2.03
0.44
Reach
3
i
--------------------------------------------------------------------------------
/1,
Segment
1
0.25
7.00
0.180
2.17
0.27
0.22
1.24
1.11
0.44
Reach
--------------------------------------------------------------------------------
4
i
Segment
1
0.03
7.00
0.100
2.40,
0.26
0.21
0.69
0.62
0.44
Reach
--------------------------------------------------------------------------------
5
/
Segment
2
0.45
22.22
0.880
1.20
0.59
0.47
19.19
17.21
0.73
Reach
--------------------------------------------------------------------------------
1
Segment
2
1.40
2.94
0.490
1.20
0.31
0.24
1.41
1.27
0.44
Reach
--------------------------------------------------------------------------------
2
Segment
2
0.50
2.94
0.450
1.33
0.30
0.24
1.30
1.16
0.44
Reach
-------------------------------------------------------=------------------------
3
Segment
2
0.50
2.94
0.350
1.78
0.28
0.22
1.01
0.91
0.44
Reach
--------------------------------------------------------------------------------
4
1-1�
_ -
-
Segment
2
0.50
2.94
0.250
2.33
0.27
0.21
0.72
0.65
0.44
Reach
--------------------------------------------------------------------------------
5
1
Segment
2
0.50
2.94
0.150
2.78
0.26
0.21
0.43
0.39
0.44
Reach
--------------------------------------------------------------------------------
6
11-1
-
Segment
3
1.35
6.06
0.470
1. .1
0.33
0.26
2.79
2.51
0.44
Reach
1
=
/

---------------------------------------------,
-----------------------------------
t
Flow
CBOD
cfs
mg/l
Segment 1
Reach 1
Waste
26.040
24.000
Headwaters
1.000
2.000
Tributary
0.000
0.000
* Runoff
0.000
0.000
NBOD
D.O.
Mg/1
mg/1
27.000
6.000
1.000
7.440
I
0.000
7.44
0.000 1 7.440
Segment 1 Reach 2
Waste 0.000 0.000 0.000 0.000
Tributary 4.400 2.000 1.000 7.440
* Runoff 0.000 0.000 0.000 7.440
Segment 1 Reach 3
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.000
0.000
0.000
7.440
Segment 1
Reach 4
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.000
0.000
0.000
7.440
Segment 1 Reach 5
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.000
0.000
0.000
7.440
Segment 2
Reach 1
Waste
0.000
0.000
0.000
0.000
Headwaters 5.400
10.360
1.000
7.440
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.400
2.000
1.000
7.440
Segment 2
Reach 2
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.400
2.000
1.000
7.440
Segment 2
Reach 3
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.400
2.000
1.000
7.440
Segment 2
Reach 4
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.440

* Runoff I 0.400 2.000 ( 1.000 I 7.440
Segment 2 Reach 5
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.400
2.000
1.000
7.440
Segment 2
Reach 6
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.400
2.000
1.000
7.440
Segment 3 Reach 1
Waste
0.000
0.000
0.000
0.000
Headwaters
6.950
5.360
1.000
7.440
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.074
2.000
1.000
7.440
* Runoff flow is in cf s/mile

SUMMER
MODEL RESULTS
Discharger
:
EASTSIDE HIGH POINT
Receiving Stream :
RICHLAND CREEK
----------------------------------------------------------------------
The End
D.O.
is 2.15
mg/l.
The End
CBOD
is 13.68
mg/l.
The End
----------------------------------------------------------------------
NBOD
is 13.07
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
------
4.23
----------------
1.43 5
----
----
--
----------
Reach
1
24.00
27.00
6.00
16.00000
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
Segment
2
0.65
3.85 6
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
Segment
3
0.65
0.00 1
Reach
1
0.00
0.00
0.00
0.00000

auiu
Seg #
Reach
# Seg Mi I
D.O.
CBOD
NBOD
Flow I
1
1
0.00
6.06
23.15
25.99
25.80
1
1
0.05
6.02
23.10
25.96
25.80
1
1
0.10
5.99
23.06
25.92
25.80
1
1
0.15
5.96
23.01
25.88
25.80
1
1
0.20
5.92
22.97
25.85
25.80
1
1
0.25
5.89
22.92
25.81
25.80
1*
1
0.30
5.86
22.88
25.78
25.80
1
1
0.35
5.83
22.84
25.74
25.80
1
1
0.40
5.80
22.79
25.71
25.80
1
1
0.45
5.78
22.75
25.67
25.80
1
1
0.50
5.75
22.70
25.63
25.80
1
1
0.55
5.72
22.66
25.60
25.80
1
1
0.60
5.70
22.61
25.56
25.80
1
1
0.65
5.67
22.57
25.53
25.80
1
2
0.65
5.93
19.57
21.95
30.20
1
2
0.70
5.88
19.53
21.89
30.20
1
2
0.75
5.82
19.49
21.83
30.20
1
2
0.80
5.77
19.45
21.77
30.20
1
2
0.85
5.73
19.41
21.71
30.20
1
2
0.90
5.68
19.37
21.65
30.20
1
3
0.90
5.68
19.37
21.65
30.20
1
3
0.92
5.64
19.34
21.61
30.20
1
3
0.95
5.59
19.31
21.57
30.20
1
3
0.97
5.55
19.29
21.52
30.20
1
3
1.00
5.51
19.26
21.48
30.20
1
3
1.02
5.47
19.23
21.43
30.20
1
3
1.05
5.43
19.21
21.39
30.20
1
3
1.07
5.39
19.18
21.35
30.20
1
3
1.10
5.35
19.15
21.30
30.20
1
3
1.12
5.31
19.13
21.26
30.20
1
3
1.15
5.27
19.10
21.22
30.20
1
4
1.15
5.27
19.10
21.22
30.20
1
4
1.17
5.18
19.06
21.14
30.20
1
4
1.20
5.09
19.01
21.06
30.20
1
4
1.22
5.00
_____18.97
20.98
30.20
1
4
1.25
4.91
18.93
20.90
30.20
1
4
1.27
4.83
18.88
20.82
30.20
1
4
1.30
4.74
18.84
20.75
30.20
1
4
1.32
4.66
18.80
20.67
30.20
1
4
1.35
4.58
18.75
20.59
30.20
1
4
1.37
4.50
18.71
20.51
30.20
1
4
1 40
4.42
18.67
20.44
30.20
1
5
1.40
4.42
18.67
20.44
30.20
1
5
1.40
4.40
18.66
20.43
30.20
1
5
1.40
4.39
18.65
20.42
30.20
1
5
1.41
4.37
18.65
20.40
30.20
1
5
1.41
4.36
18.64
20.39
30.20
1
5
1.41
4.35
18.64
20.38
30.20
1
5
1.41
4.33
18.63
20.37
30.20
1
5
1.41
4.32
18.62
20.36
30.20
1
5
1.42
4.31
18.62
20.35
30.20
1
5
1.42
4.29
18.61
20.34
30.20
1
5
1.42
4.28
18.61
20.33
30.20
1
5
1.42
4.27
18.60
20.32
30.20
1
5
1.42
4.25
18.60
20.31
30.20
1
5
1.43
4.24
18.59
20.29
30.20

1 5
1.43
4.23
k 1 J
18.58
20.28
30.20
2 1
0.00
4.23
18.58
20.28
30.20
2 1
0.04
4.38
18.54
20.23
30.22
2 1
0.09
4.53
18.49
20.17
30.24
2 1
0.14
4.67
18.45
20.11
30.25
2 1
0.18
4.81
18.41
20.05
30.27
2 1
0.22
4.93
18.36
20.00
30.29
2 1
0.27
5.05
18.32
19.94
30.31
2 1
0.31
5.16
18.28
19.88
30.33
2 1
0.36
5.26
18.23
19.83
30.34
2 1
0.40
5.36
18.19
19.77
30.36
2 1
0.45
5.46
18.15
19.71
30.38
2 2
0.45
5.46
18.15
19.71
30.38
2 2
0.59
5.28
18.02
19.53
30.44
2 2
0.73
5.12
17.89
19.34
30.49
2 2
0.87
4.96
17.77
19.16
30.55
2 2
1.01
4.80
17.64
18.98
30.60
2 2
1.15
4.65
17.52
18.80
30.66
2 2
1.29
4.51
17.40
18.63
30.72
2 2
1.43
4.38
17.28
18.45
30.77
2 2
1.57
4.24
17.16
18.28
30.83
2 2
1.71
4.12
17.04
18.11
30.88
2 2
1.85
4.00
16.92
17.94
30.94
2 3
1.85
4.00
16.92
17.94
30.94
2 3
1.90
3.95
16.88
17.87
30.96
2 3
1.95
3.90
16.83
17.81
30.98
2 3
2.00
3.86
16.79
17.75
31.00
2 3
2.05
3.81
16.74
17.68
31.02
2 3
2.10
3.77
16.70
17.62
31.04
2 3
2.15
3.72
16.66
17.56
31.06
2 3
2.20
3.68
16.61
17.49
31.08
2 3
2.25
3.64
16.57
17.43
31.10
2 3
2.30
3.59
16.53
17.37
31.12
2 3
2.35
3.55
16.49
17.30
31.14
2 4
2.35
3.55
16.49
17.30
31.14
2 4
2.40
3.49
16.44
17.23
31.16
2 4
2.45
3.43
16.39
17.15
31.18
2 4
2.50
3.37
16.34
17.07
31.20
2 4
2.55
3.31
16.29
17.00
31.22
2 4
2.60
3.25
16.24
16.92
31.24
2 4
2.65
3.19
16.19
16.85
31.26
2 4
2.70
3.14
16.14
16.77
31.28
2 4
2.75
3.08
16.10
16.70
31.30
2 4
2.80
3.03
16.05
16.62
31.32
2 4
2.85
2.97
16.00
16.55
31.34
2 5
2.85
2.97
16.00
16.55
31.34
2 5
2.90
2.88
15.94
16.45
31.36
2 5
2.95
2.79
15.88
16.35
31.38
2 5
3.00
2.71
15.82
16.26
31.40
2 5
3.05
2.62
15.76
16.16
31.42
2 5
3.10
2.53
15.70
16.06
31.44
2 5
3.15
2.45
15.64
15.97
31.46
2 5
3.20
2.37
15.58
15.87
31.48
2 5
3.25
2.29
15.52
15.78
31.50
2 5
3.30
2.21
15.46
15.68
31.52
2 5
3.35
2.13
15.40
15.59
31.54
2 6
3.35
2.13
15.40
15.59
31.54
2 6
3.40
1.97
15.31
15.44
31.56
2 6
3.45
1.81
15.22
15.29
31.58
2 6
3.5Q
1.66
15.13
15.15
31.60

t 1
2
6
3.55
1.50
15.05
15.00
31.62
2
6
3.60
1.35
14.96
14.86
31.64
2
6
3.65
1.21
14.87
14.72
31.66
2
6
3.70
1.06
14.79
14.58
31.68
2
6
3.75
0.92
14.70
14.44
31.70
2
6
3.80
0.79
14.61
14.30
31.72
2
6
3.85
0.65
14.53
14.17
31.74
3
1
0.00
0.65
14.53
14.17
31.74
3
1
0.14
0.83
14.44
14.05
31.75
3
1
0.27
1.00
14.35
13.94
31.76
3
1
0.41
1.17
14.27
13.83
31.77
3
1
0.54
1.32
14.18
13.72
31.78
3
1
0.68
1.48
14.10
13.61
31.79
3
1
0.81
1.62
14.01
13.50
31.80
3
1
0.95
1.76
13.93
13.39
31.81
3
1
1.08
1.89
13.84
13.29
31.82
3
1
1.22
2.02
13.76
13.18
31.83
3
1
1.35
2.15
13.68
13.07
31.84
Seg #
Reach ##
Seg Mi
D.O.
CBOD
NBOD (
Flow

i A J
*** MODEL SUMMARY DATA ***
Discharger
Receiving Stream
Summer 7Q10
Design Temperature:
EASTSIDE HIGH POINT
RICHLAND CREEK
1.0 Winter 7Q10
25.0
Subbasin : 030608
Stream Class: C
2.6
LENGTH
SLOPE
VELOCITY
DEPTH
Kd
Kd
Ka
Ka
KN
------------
mile
I----------------------------------------------------
ft/mi
fps I
ft
design I
@200
I design I
@200
------
design
I-------
Segment
1
0.65
7.00
0.970
0.62
0.62
0.49
6.66
5.98
0.44
Reach
--------------------------------------------------------------------------------
1
,-
Segment
1
0.25
7.00
0.490
1.24
0.34
0.27
3.37
3.02
0.44
Reach
--------------------------------------------------------------------------------
2
1
Segment
1
0.25
7.00
0.330
1.70
0.30
0.24
2.27
2.03
0.44
Reach
--------------------------------------------------------------------------------
3
11
'1--
Segment
1
0.25
7.00
0.180
2.17
0.27
0.22
1.24
1.11
0.44
Reach
--------------------------------------------------------------------------------
4
Segment
1
0.03
7.00
0.100
2.40
0.26
0.21
0.69
0.62
0.44
Reach
--------------------------------------------------------------------------------
5
Segment
2
0.45
22.22
0.880
1.20
0.59
0.47
19.19
17.21
0.73
Reach
--------------------------------------------------------------------------------
1
Segment
2
1.40
2.94
0.490
1.20
0.31
0.24
1.41
1.27
0.44
Reach
--------------------------------------------------------------------------------
2
1--
Segment
2
0.5
2.94
0.450
1.33
0.30
0.24
1.30
1.16
0.44
Reach
--------------------------------------------------------------------------------
3
I
I-,
Segment
2
0.50
2.94
0.350
1.78
0.28
0.22
1.01
0.91
0.44
Reach
--------------------------------------------------------------------------------
4
1--
1
Segment
2
0.50
2.94
0.250
2.33
0.27
0.21
0.72
0.65
0.44
Reach
--------------------------------------------------------------------------------
5
.1-1
1--,
Segment
2
0.50
2.94
0.150
2.78
0.26
0.21
0.43
0.39
0.44
Reach
--------------------------------------------------------------------------------
6
i
1--,
1-1
Segment
3
1.35
6.06
0.470
1.31
0.33
0.26
2.79
2.51
0.44
Reach
1
1-11
i
/
/

r
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
t
Flow
CBOD
NBOD
D.O.
cfs
mg/l
mg/l
mg/l
Segment 1
Reach 1
Waste
24.800
24.000
27.000
6.000
Headwaters
1.000
2.000
1.000
7.440
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.000
0.000
0.000
7.440
Segment 1
Reach 2
Waste
0.000
0.000
0.000
0.000
Tributary
4.400
2.000
1.000
7.440
* Runoff
0.000
0.000
0.000
7.440
Segment 1
Reach 3
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.000
0.000
0.000
7.440
Segment 1
Reach 4
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.000
0.000
0.000
7.440
Segment 1
Reach 5
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.000
0.000
0.000
7.440
Segment 2 Reach 1
Waste
0.000
0.000
0.000
0.000
Headwaters 5.400
10.360
1.000
7.440
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.400
2.000
1.000
7.440
Segment 2
Reach 2
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.400
2.000
1.000
7.440
Segment 2
Reach 3
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.400
2.000
1.000
7.440
Segment 2
Reach 4
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.440

* Runoff 0.400 2.000 1.000 7.440
Segment 2 Reach 5
Waste 0.000 0.000 0.000 0.000
Tributary 0.000 0.000 0.000 7.440
* Runoff 0.400 2.000 1.000 7.440
Segment 2 Reach 6
Waste 0.000 0.000 0.000 0.000
Tributary 0.000 0.000 0.000 7.440
* Runoff 0.400 2.000 1.000 7.440
Segment 3 Reach 1
Waste
0.000
0.000
0.000
0.000
Headwaters
6.950
5.360
1.000
7.440
Tributary
0.000
0.000
0.000
7.440
* Runoff
0.074
2.000
1.000
7.440
* Runoff flow is in cfs/mile

SUMMER
MODEL RESULTS
Discharger
:
EASTSIDE HIGH POINT
Receiving Stream :
RICHLAND CREEK
----------------------------------------------------------------------
The End
D.O.
is 4.41
mg/l.
The End
CBOD
is 9.17
mg/l.
The End
----------------------------------------------------------------------
NBOD
is 6.42
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
------
5.29
----------------
1.43 5
----
----
--
----------
Reach
1
16.00
13.50
6.00
16.80000
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
Segment
2
3.45
3.85 6
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
Segment
3
3.45
0.00 1
Reach
1
0.00
0.00
0.00
0.00000

k .A /
Seg # (
Reach #
Seg Mi
D.O.
CBOD
NBOD
Flow
1
1
0.00
6.05
15.48
13.04
27.04
1
1
0.05
6.04
15.45
13.02
27.04
1
1
0.10
6.03
15.42
13.00
27.04
1
1
0.15
6.03
15.39
12.98
27.04
1
1
0.20
6.02
15.36
12.96
27.04
1
1
0.25
6.02
15.33
12.94
27.04
1
1
0.30
6.01
15.29
12.92
27.04
1
1
0.35
6.01
15.26
12.90
27.04
1
1
0.40
6.00
15.23
12.88
27.04
1
1
0.45
6.00
15.20
12.86
27.04
1
1
0.50
5.99
15.17
12.84
27.04
1
1
0.55
5.99
15.14
12.82
27.04
1
1
0.60
5.98
15.11
12.81
27.04
1
1
0.65
5.98
15.08
12.79
27.04
1
2
0.65
6.16
13.25
11.14
31.44
1
2
0.70
6.14
13.22
11.10
31.44
1
2
0.75
6.12
13.19
11.07
31.44
1
2
0.80
6.10
13.16
11.04
31.44
1
2
0.85
6.08
13.13
11.01
31.44
1
2
0.90
6.07
13.10
10.97
31.44
1
3
0.90
6.07
13.10
10.97
31.44
1
3
0.92
6.04
13.08
10.95
31.44
1
3
0.95
6.02
13.06
10.92
31.44
1
3
0.97
6.00
13.04
10.90
31.44
1
3
1.00
5.98
13.03
10.88
31.44
1
3
1.02
5.96
13.01
10.85
31.44
1
3
1.05
5.94
12.99
10.83
31.44
1
3
1.07
5.93
12.97
10.80
31.44
1
3
1.10
5.91
12.95
10.78
31.44
1
3
1.12
5.89
12.93
10.76
31.44
1
3
1.15
5.87
12.91
10.73
31.44
1
4
1.15
5.87
12.91
10.73
31.44
1
4
1.17
5.82
12.88
10.69
31.44
1
4
1.20
5.77
12.85
10.65
31.44
1
4
1.22
5.72
12.82
10.60
31.44
1
4
1.25
5.67
12.79
10.56
31.44
1
4
1.27
5.63
12.76
10.52
31.44
1
4
1.30
5.58
12.73
10.48
31.44
1
4
1.32
5.54
12.70
10.43
31.44
1
4
1.35
5.49
12.67
10.39
31.44
1
4
1.37
5.45
12.64
10.35
31.44
1
4
1.40
5.40
12.61
10.31
31.44
1
5
1.40
5.40
12.61
10.31
31.44
1
5
1.40
5.40
12.60
10.30
31.44
1
5
1.40
5.39
12.60
10.30
31.44
1
5
1.41
5.38
12.59
10.29
31.44
1
5
1.41
5.37
12.59
10.28
31.44
1
5
1.41
5.36
12.59
10.28
31.44
1
5
1.41
5.36
12.58
10.27
31.44
1
5
1.41
5.35
12.58
10.27
31.44
1
5
1.42
5.34
12.57
10.26
31.44
1
5
1.42
5.33
12.57
10.25
31.44
1
5
1.42
5.32
12.56
10.25
31.44
1
5
1.42
5.32
12.56
10.24
31.44
1
5
1.42
5.31
12.56
10.24
31.44
1
5
1.43
5.30
12.55
10.23
31.44

k , ! ,.
1 5
1.43
5.29
12.55
10.22
31.44
2 1
0.00
5.29
12.55
10.22
31.44
2 1
0.04
5.41
12.52
10.19
31.46
2 1
0.09
5.53
12.49
10.16
31.48
2 1
0.14
5.63
12.46
10.13
31.49
2 1
0.18
5.73
12.43
10.10
31.51
2 1
0.22
5.83
12.40
10.07
31.53
2 1
0.27
5.92
12.37
10.04
31.55
2 1
0.31
6.00
12.34
10.01
31.57
2 1
0.36
6.08
12.31
9.98
31.58
2 1
0.40
6.15
12.28
9.95
31.60
2 1
0.45
6.22
12.25
9.92
31.62
2 2
0.45
6.22
12.25
9.92
31.62
2 2
0.59
6.12
12.16
9.83
31.68
2 2
0.73
6.03
12.07
9.73
31.73
2 2
0.87
5.94
11.99
9.63
31.79
2 2
1.01
5.85
11.90
9.54
31.84
2 2
1.15
5.76
11.82
9.44
31.90
2 2
1.29
5.68
11.74
9.35
31.96
2 2
1.43
5.60
11.65
9.26
32.01
2 2
1.57
5.53
11.57
9.17
32.07
2 2
1.71
5.46
11.49
9.08
32.12
2 2
1.85
5.39
11.41
8.99
32.18
2 3
1.85
5.39
11.41
8.99
32.18
2 3
1.90
5.36
11.38
8.96
32.20
2 3
1.95
5.33
11.35
8.92
32.22
2 3
2.00
5.31
11.32
8.89
32.24
2 3
2.05
5.28
11.29
8.85
32.26
2 3
2.10
5.26
11.26
8.82
32.28
2 3
2.15
5.23
11.23
8.79
32.30
2 3
2.20
5.21
11.20
8.75
32.32
2 3
2.25
5.18
11.17
8.72
32.34
2 3
2.30
5.16
11.14
8.69
32.36
2 3
2.35
5.13
11.11
8.66
32.38
2 4
2.35
5.13
11.11
8.66
32.38
2 4
2.40
5.10
11.08
8.62
32.40
2 4
2.45
5.06
11.04
8.57
32.42
2 4
2.50_
5.03
11.01
8.53
32.44
2 4
2.55
4.99--
10.98
8.49
32.46
2 4
2.60
4.96
10.94
8.45
32.48
2 4
2.65
4.93
10.91
8.41
32.50
2 4
2.70
4.89
10.88
8.38
32.52
2 4
2.75
4.86
10.84
8.34
32.54
2 4
2.80
4.83
10.81
8.30
32.56
2 4
2.85
4.80
10.78
8.26
32.58
2 5
2.85
4.80
10.78
8.26
32.58
2 5
2.90
4.75
10.74
8.21
32.60
2 5
2.95
4.70
10.69
8.15
32.62
2 5
3.00
4.64
10.65
8.10
32.64
2 5
3.05
4.59
10.61
8.05
32.66
2 5
3.10
4.55
10.57
8.00
32.68
2 5
3.15
4.50
10.53
7.95
32.70
2 5
3.20
4.45
10.49
7.90
32.72
2 5
3.25
4.40
10.45
7.85
32.74
2 5
3.30
4.36
10.41
7.80
32.76
2 5
3.35
4.31
10.37
7.75
32.78
2 6
3.35
4.31
10.37
7.75
32.78
2 6
3.40
4.22
10.30
7.67
32.80
2 6
3.45
4.12
10.24
7.59
32.82
2 6
3.50
4.03
10.18
7.52
32.84

t l-A
2
6
3.55
3.94
10.12
7.44
32.86
2
6
3.60
3.86
10.06
7.36
32.88
2
6
3.65
3.77
10.00
7.29
32.90
2
6
3.70
3.69
9.94
7.21
32.92
2
6
3.75
3.60
9.88
7.14
32.94
2
6
3.80
3.52
9.82
7.07
32.96
2
6
3.85
3.45
9.76
7.00
32.98
3
1
0.00
3.45
9.76
7.00
32.98
3
1
0.14
3.56
9.70
6.94
32.99
3
1
0.27
3.67
9.64
6.88
33.00
3
1
0.41
3.78
9.58
6.82
33.01
3
1
0.54
3.88
9.52
6.76
33.02
3
1
0.68
3.98
9.46
6.70
33.03
3
1
0.81
4.07
9.40
6.64
33.04
3
1
0.95
4.16
9.34
6.59
33.05
3
1
1.08
4.24
9.28
6.53
33.06
3
1
1.22
4.33
9.22
6.47
33.07
3
1
1.35
4.41
9.17
6.42
33.08
Seg #
Reach #
Seg Mi
D.O.
CBOD
NBOD
Flow

Discharger
Receiving Stream
Summer 7Q10
Design Temperature:
*** MODEL SUMMARY DATA ***
EASTSIDE HIGH POINT
RICHLAND CREEK
1.0 Winter 7Q10
26.0
Subbasin : 030608
Stream Class: C
2.6
LENGTH
SLOPE
VELOCITY
DEPTH
Kd
Kd
Ka
Ka
KN
------------
mile
I----------------------------------------------------
ft/mi
fps
I ft
design I
@200
I design I
@200
------
design
I-------
Segment
1
0.65
7.00
0.970
0.62
0.64
0.49
6.81
5.98
0.48
Reach
--------------------------------------------------------------------------------
1
1'--
1-1
---
I-,'
Segment
1
0.25
7.00
0.490
1.24
0.36
0.27
3.44
3.02
0.48
Reach
--------------------------------------------------------------------------------
2
i
Segment
1
0.25
7.00
0.330
1.70
0.31
0.24
2.32
2.03
0.48
Reach
--------------------------------------------------------------------------------
3
11-11
1---
Segment
1
0.25
7.00
0.180
2.17
0.28
0.22
1.26
1.11
0.48
Reach
4
i
1-11
--------------------------------------------------------------------------------
fl,
Segment
1
0.03
7.00
0.100
2.40
0.27
0.21
0.70
0.62
0.48
Reach
--------------------------------------------------------------------------------
5
1/1
Segment
2
0.45
22.22
0.880
1.20
0.62
0.47
19.61
17.21
0.79
Reach
--------------------------------------------------------------------------------
1
Segment
2
1.40
2.94
0.490
1.20
0.32
0.24
1.44
1.27
0.48
Reach
--------------------------------------------------------------------------------
2
/
--'
Segment
2
0.50
2.94
0.450
1.33
0.31
0.24
1.33
1.16
0.48
Reach
--------------------------------------------------------------------------------
3
Segment
2
0.50
2.94
0.350
1.78
0.29
0.22
1.03
0.91
0.48
Reach
--------------------------------------------------------------------------------
4
-'
Segment
2
0.50
2.94
0.250
2.33
0.28
0.21
0.74
0.65
0.48
Reach
--------------------------------------------------------------------------------
5
Segment
2
0.50
2.94
0.150
2.78
0.27
0.21
0.44
0.39
0.48
Reach
--------------------------------------------------------------------------------
6
1
/
�-
Segment
3
1.35
6.06
0.470
1.3=1
0.34
0.26
2.86
2.51
0.48
Reach
1
1 1�
/
--- "
11-*�

C. A ., -V
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
t
Flow
CBOD
NBOD
D.O.
cfs
mg/l
mg/l
mg/l
Segment 1
Reach 1
Waste
26.040
16.000
13.500
6.000
Headwaters 1.000
2.000
1.000
7.300
Tributary
0.000
0.000
0.000
7.300
* Runoff
0.000
0.000
0.000
7.300
Segment 1
Reach 2
Waste
0.000
0.000
0.000
0.000
Tributary
4.400
2.000
1.000
7.300
* Runoff
0.000
0.000
0.000
7.300
Segment 1
Reach 3
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.300
* Runoff
0.000
0.000
0.000
7.300
Segment 1 Reach 4
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.300
* Runoff
0.000
0.000
0.000
7.300
Segment 1
Reach 5
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.300
* Runoff
0.000
0.000
0.000
7.300
Segment 2
Reach 1
Waste
0.000
0.000
0.000
0.000
Headwaters
5.400
10.360
1.000
7.300
Tributary
0.000
0.000
0.000
7.300
* Runoff
0.400
2.000
1.000
7.300
Segment 2
Reach 2
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.300
* Runoff
0.400
2.000
1.000
7.300
Segment 2
Reach 3
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.300
* Runoff
0.400
2.000
1.000
7.300
Segment 2
Reach 4
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.300

* Runoff
( 0.400
2.000
1.000
7.300
Segment 2
Reach 5
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.300
* Runoff
0.400
2.000
1.000
7.300
Segment 2
Reach 6
Waste
0.000
0.000
0.000
0.000
Tributary
0.000
0.000
0.000
7.300
* Runoff
0.400
2.000
1.000
7.300
Segment 3
Reach 1
Waste
0.000
0.000
0.000
0.000
Headwaters
6.950
5.360
1.000
7.300
Tributary
0.000
0.000
0.000
7.300
* Runoff
0.074
2.000
1.000
7.300
* Runoff flow is in cfs/mile