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SUM11ER
EXI3'i IN 3 LIMITS
T3V I GOLU EQUATION
MODEL RESULTS S._........_.......r.......___.„..
Discharge;- u CITY OF FtEID3VIl„L_E W4JT1~'
Receiving Stream 2 LITTLE TROUBLESOME GhEE [.*%*
The End D.O. is 14.09 mg/1. .
The End OBOE) is 4.1.3 mg/l
The End NDOD is 2.37 mg / I .
DO 11 in ONOD KIBOD DO Was -be Flow
(rvlg/I) 1y1ilepoint Reach -1:1: (mgf 1.) imc; /I (mg/1) (mgd)
Segment t I
Reach i
Reach E
Reach 3
Reach 4
Reach 5
Reach 6
Re�ac h `i
Segment E
Reach I
Reach E
Reach f 3
Reach 4
06 0 n C. C) 1
t �c)3 :3.31 4
12. 00
9. 00
11:5 o 00
5.000C )C)
Out„)i„)
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01100
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f- u,n`�to�1
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C11Y OF €RElg0, ?V!1...!"_E
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I LEND T 1i I SLOPE) VELOCITY I DEPTH) Kd I Kd I Ka I Ka 1 KN I KN I KNR 1Ki1R I SOD I SOD I
I oice I f±!mil fps I ft Idesignl 3200 Idesagni @201 Idesig€r1 @201 !designi Kc01 Idesigni 201 1
-------------------------------------------------------------------------------------------------------------------
I I 1 I I I ! 1 ! I ! I 1 !
Segment 1 1 0.081 10.311 0.656 1 0.90 1 0.49 1 0.37 113.87 1 12.181 0.40 1 0.30 1 0.48 1 0.00 1 2.63 1 1.80 1
Reach 1 I I I I I ! 1 I 1 1 ! I I
-------------------------------------------------------------------------------------------------------------------
1 I I I I I I 1 i I 1 I I I I
Segment 1 1 1.581 10.311 0.600 1 0.94 1 0.46 1 0.35 112.86 1 11.291 0.48 1 0.30 1 0.48 1 0.00 1 2.63 1 1.80 1
Reach 2 1 1 1 1 1 1 1 I I I € I I
-------------------------------------------------------------------------------------------------------------------
I I I 1 I I I I I I I I I I I
Segment 1 1 0.301 12,501 0,60C, 1 0.95 1 0.48 1 0.37 115.37 € 13.491 0.48 1 0.30 1 0.48 1 0.00 1 2.63 1 1.80 1
Reach 3 1 1 1 1 1 1 1 1 1 1 1 1 1
-------------------------------------------------------------------------------------------------------------------
I I I I I I I I I I I I I I I
Segment 1 1 1.30l 12.501 0.576 1 0.97 1 0.4; 1 0.36 114.76 1 12.951 0.48 1 0.30 1 0.48 1 0.00 1 2.63 1 1.80 1
Reach 4 1 1 1 1 I 1 1 1 1 1 1 1 1
-------------------------------- -----------------------------------------------------------------------------------
I ! I I I I 1 1 1 1 1 1 I I I
Segment 1 1 1.441 6.871 0.458 1 1.09 1 0236 1 0.28 1 6.45 1 5.661 0.48 1 0.30 1 0.48 1 0.00 12.63 1 1,80 1
Reach 5 1 1 1 1 1 1 1 1 I I I I I
-------------------------------------------------------------------------------------------------------------------
I I I I I I I 1 I 1 1 I I € I
Segment 1 1 0.251 6.871 0,446 1 1,i1 1 0.36 1 0.27 1 6,28 1 5.511 0.48 1 0.30 1 0.48 1 0.00 1 L.63 1 1.80 1
Reach 6 1 1 1 1 1 1 1 1 I 1 I I I
-------------------------------------------------------------------------------------------------------------------
I 1 I I I I I 1 I 1 I I I 1 1
Segment 1 1 0.091 6.871 0.445 1 1.12 1 0,36 1 0,27 1 6.27 1 5.501 0.48 1 0.30 1 0.48 1 0.00 13,63 1 i,80 I
Reach 7 1 1 1 1 1 1 1 1 1 1 1 ! !
-------------------------------------------------------------------------------------------------------------------
I I I I 1 1 1 1 1 1 1 1 1 1 1
Segment 2 € 0.061 2.911 0,227 1 2.09 1 025 1 0.21 1 2.32 1 2.041 0.48 1 0.30 1 0.48 1 0.00 1 2.63 1 1.80 1
Reach 1 I I I I i I I i I I I I I
-------------------------------------------------------------------------------------------------------------------
I I I I ! I I I I 1 ! I I ! I
Segment 2 1 0.301 2.911 0,224 1 2.10 1 0.28 1 0.21 1 2.29 1 2.011 OAS 1 0.30 1 0.40 1 0.00 1 2.64 1 1,91 1
Reach 2 1 1 1 1 1 1 1 1 1 l 1 1 1
-------------------------------------------------------------------------------------------------------------------
I I I I 1 I I I I ! I I I I I
Segment 2 1 2,301 3.521 0,238 1 2.05 1 0.28 1 0.21 1 2.44 1 2.141 0.48 1 0.30 1 OAS 1 0.00 1 2.63 1 1.80 1
Reach 3 1 1 1 1 1 1 1
-------------------------------------------------------------------------------------------------------------------
I I I I I I I I I I 1 ! I I 1
Segment 2 1 2.351 4.441 0.256 1 2.01 1 0.29 1 0.22 1 2.62 € 2.301 0.48 1 0.30 1 0.48 1 0.00 1 2.63 1 1.80 1
Reach 4 1 1 ! 1 1 1 1 1 i I I ! I
-----------------------------------------------------------------------------------------------------
I F 1. o w 1 Ctt (3 U I N B t I� 1 D (D �, €
1 c� fi sa 1 (rig/Mig ! 1 I

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v 1•••1eaC1waterr...t" 1 0„200
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Reach 2-
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1 0.000
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Segment t 1.
Reach 3
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0. 000 1
0 . 000
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1 0. C)Of 3
1 2.000
1 1„ 000 1
7.300
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1 0.053
1 2.000 1
1.000 1
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Segment 1
Reach 4
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d:3 „ 000 j
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1 I � r 000 I
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Segment 1
Reach 5
Waste
1 0.000
1 0. C)o0 1
isl. OCK) I
C). 0C)0
Tributary
1 0.000
1 2.000
1 1„000 1
7.300
RLt1-1C,ff
1 0. 065
1 c'`'..., 000 1
1 ., 000 1
7. 300
Segment I
Reach b
Waste
1 0.02 "1
1 45. 000 1
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1 0. 000
1 2.oOO
I 1.0()(::) 1
7.1300
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1 0.065
1 2= 000 1
1.. C)C)0 1
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Segment 1
FZea(. h 7
Was,te
1 €=l .. i--)36
1 1+5.000 1
9C) , C)00 1
0. 000,
Tr i bi..ttary
I C.). 000
1 2. C)(.-)C)
1 1. 000 1
7-300
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I C). 065
1 2. 0€::)0 1
1 . 00C) 1
7. 30o
Segment 2 Reach 1.
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1 0„ OC) 0 1
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(») . t;)d_ 0 1
0. () 0 0
He ad wa t er s l 0.000 1
tom} . d_loit I
1 . (--)C) 1
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1 6.500 1
2. t.)t: 0 I
1. 000 1
7.3C)t )
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1 0.145 1
2. 000 1
1.. i~. 00 1
7.300
Segment 2
Reach 2
Waste
1 0. 000 1
0. 000 1
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2.000 1
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Waste
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t;) „ 0t:30 1
t-) „ t.)00 1
t:) „ d:)(:)I )
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1 0.145 1
2. 000 1
111000 1
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Segment 2
Reach 4
Waste
j d;) . 000 1
t,) . 0C)0 1
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t) . €,3oC)
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1 0. 075 1
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1.000 1
7.300
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2.000 1
1.000 1
7 . 3k )0

'
SUMMER
EXISTING
LIMIT'S
TGVIGOLU
EQUATION
Seg #
| Reach #
| Geg Mi |
D.O. |
CBOD I
NBOD }
Flow I
1
1
0.00
5.06
11.75
8.80
7"95
1
1
0.01
5.08
11.74
8.79
7.95
1
1
0.02
5.10
11.74
8.79
7.95
1
it
0.03
5.12
11.73
8.79
7.95
1
1
0.04
5.14
11.73
8.78
7.95
1
1
0.05
5.16
11.72
8.78
7.95
1
1
0.06
5.18
11.71
8.77
7.95
1
1
0.07
5.20
11.71
8.77
7.95
1
1
0.08
5.22
11.70
8.77
7.95
1
2
0.05
5.22
11.70
8.77
7.95
1
2
0.10
5.31
11.67
8.74
7"95
1
2
0.15
5.39
11.64
8.72-
7.96
1
2
0"20
5.47
11.61
8.70
7.96
1
2
0.25
11.58
8.67
7.96
1
2
0.80
.5.'55
5"62
11=55
8.65
7.97
1
2
0.35
5.68
11.52
8.63
7.97
1
2
0.40
5.75
11.49
8.60
7.97
1
,
2
0.45
5.80
11.46
8.58
7"97
1
2
0.50
5.86
11.43
8"56
7.98
1
2
0.55
5.91
11.40
8"58
7.98
1
2
0.60
5.96
11.87
8.51
7.98
1
2
0.65
6"00
11.34
8.49
7.98
1
2
0.70
6.04
11.31
8.46
7.99
1
2
0.75
6.08
11"28
8.44
7.99
1
2
0.80
6.12
11.26
8.42
7.99
1
2
0.85
6.16
11.23
8.40
7.99
1
2
0.90
6.19
11.20
8.37
8.00
1
2
0.95
6.22
11.17
8.35
8"0O
1
2
1.00
6.25
11.14
8.33
8.00
1
2
1.05
6.28
11.11
8.31
8.01
1
2
1.l0
6.30
11.08
8.28
8"01
1
2
1.15
6.33
11"05
8.26
8"01
1
2
1.20
6.35
11.02
8.24
8.01
1
2
1.25
6.37
11.00
8.22
8"02
1
2
1.30
6.39
10.97
8.20
8.02
1
2
1.85
6.41
10.94
8.17
8.02
1
2
1.40
6.48
10.91
8.15
8"02
1
2
1"45
6.45
10.88
8.13
8.03
1
2
1.50
6.46
10.85
8.11
8.03
1
2
1.55
6.48
10.83
8.09
8"08
1
2
1.6A
6.49
10.80
8.07
8.03
1
3
1.60
6.49
10.80
8.07
8.03
1
3
1.65
6.53
10.77
8.04
8.04
1
8
1.70
6.56
10.74
8.02
8.04
1
3
1.75
6"59
10.71
8.00
8.04
1
3
1.80
6.61
10.68
7.98
8.04
1
3
1.85
6.64
10.65
7.96
8.05
1
8
1.90
6.66
10.62
7.94
8.05
1
4
1.90
6.66
10.62
7.94
8.05
1
4
1.95
6.68
10"59
7.91
8.05
1
4
2.00
6.70
10.56
7.89
8.06
1
4
2.05
6.71
10.58
7.87
8.06
1
4
2.1O
6.73
10.50
7.84
8.06
1
4
2.15
6.74
10.47
7.82
8.07
1
4
2.20
6.76
10.44
7.80
8.07
1
4
2.25
6.77
10.41
7.78
8.07
1
4
2.30
6.78
10.39
7.75
8.08
1
4
2.85
6.79
10.36
7.73
8.08
1
4
2.40
6"80
10.33
7.71
8.08
.
- .-
. ..
4^ �^
-, ,"
o ^o
MkI

1
4
2.50
6.82
10.27
7.67
8.09
1
4
2.55
6.83
10,24
7.64
8.09
1
4
2.60
6.84
10.21
7.62
B.10
1
4
2.65
6.85
10.18
7.60
8.10
1
4
2.70
6.85
10.15
7.58
8.10
1
4
2.75
6.86
10.18
7.56
8.11
1
4
2.80
6.87
.
1. 010
7.53
8.11
1
4
2.85
6.87
10.07
7.51
8.11
1
4
2.90
6.88
10.04
7.49
8.12
J.
4
2.95
6.88
10.01
7.47
8.12
1
4
3.00
6"89
9.99
7.45
8.12
1
4
8.05
6.89
9.96
7.43
8.13
1
4
3.10
6.90
9.93
7.41
8.13
1
4
8.15
6.90
9.90
7.38
8.13
1
4
3.20
6.91
9.87
7.36
8.13
1
5
3.20
6"91
9.87
7.36
B.18
1
5
3.26
6.85
9.84
7.33
8.14
1
5
3.32
6.80
9.81
7.30
8.14
1
5
3.38
6.75
9.78
7.27
8.15
1
5
3.44
6.70
9.74
7.24
8.15
1
5
3.50
6.66
9.71
7.21
8.15
1
5
3.56
6.61
9.68
7.18
8.16
1
5
3.62
6.57
9.65
7.15
8.16
1
5
3.68
6.54
9.62
7.12
8.17
1
5
8.74
6"50
9.58
7.09
8.17
1
5
3.80
6.47
9.55
7.06
8.17
1
5
3.86
6.48
9.52
7"03
8.18
1
5
3.92
6.40
9.49
7.00
8.18
1
5
3.98
6.38
9.46
6.97
8.19
1
5
4.04
6"35
9.43
6.94
8.19
1
5
4.10
6.32
9.40
6.91
8"19
1
5
4.16
6.30
9.37
6.88
8.20
1
5
4.22
6.28
9.34
6.85
8.20
1
5
4.28
6"26
9.80
6"82
8.20
1
5
4.34
6.24
9.27
6.80
8.21
1
5
4.40
6.22
9.24
6"77
8.21
1
5
4.46
6.20
9.21
6.74
8.22
1
5
4.52
6.19
9.18
6.71
8.22
1
5
`4.58
6.17
9.15
6.68
8.22
1
5
4"64
6.16
9.12
6.65
8.23
1
6
4.64
6"14
9.24
6.93
8.26
1
6
4.69
6.12
° 9.21
6.90
8.26
1
6
4.74
6.11
9.19
6"88
8"26
1
6
4.79
6.10
9.16
6.85
8.27
1
6
4.84
6.09
9.14
6.83
8.27
1
6
4.89
6.08
9.11
6.80
8.27
1
7
4.89
6.05
9.27
7.17
8.31
1
7
4.92
6.05
9.26
7.15
8.81
1
7
4.95
6.04
9.24
7.14
8.81
1
7
4.98
6.03
9.22
7.12
8.31
2
1
0.00
6.59
6.05
4.44
14.81
2
1
0.01
6.57
6.05
4.43
14.82
2
1
0.02
6.56
6.04
4.42
14.82
2
1
0"03
6.54
6.04
4.42
14.82
2
1
0.04
6.52
6.03
4.41
14.82
2
1
0.05
6.50
6.08
4.41
14.82
2
1
0.06
6.49
6.02
4"40
14.82
2
2
0.06
6.49
6.02
4.40
14.82
2
2
0.11
6.40
6.00
4.87
14.83
2
2
0.16
6.82
5.98
4.34
14.84
2
2
0.21
6.24
5.95
4.31
14.84
2
2
0.26
6.16
5.93
4.28
14.85
� 2
2
0.31
6.08
5.90
4.25
14.86
` 2
2
0"36
6.00
5.88
4.22
14.87
S
3
^ 0.�36
6.00
5.88
4.22
14.87
"
�
�
1� nn

8 ,
0.f)6
5.74
5.79
4.11
14.90
'2
3
0.66
5.62
5.74
4.06
14.91
^ 2
�
3
0.76
5.50
5.70
4.01
14.92
2
3
0.86
5"39
5.65
3.96
14.94
2
3
0.96
5"29
5.61
3.91
14.95
2
3
1.06
5.18
5.56
3.86
14.97
2
3
1.16
5,09
5.52
3.81
14.98
2
3
1.26
4.99
5.48
8.76
15"00
2
3
1.36
4.90
5.43
3.71
15.01
2
3
1.46
4.82
5.39
3.66
15.08
2
3
1.56
4.73
5.35
3.62
15.04
2
3
1"66
4.65
5.31
3.57
15.05
2
3
1.76
4.58
5.26
8.52
15.07
2
3
1.86
4.51
5.22
3.48
15.08
2
3
1.96
4.44
5.18
8.43
15.10
2
3
2"06
4.37
5.14
8.39
15.11
2
3
2.16
4.31
5.10
3.35
15.13
2
3
2.26
4.25
5.06
3"30
15.14
2
3
2.36
4.19
5.02
3.26
15.16
2
3
2.46
4.14
4.98
8.22
15.17
2
3
2.56
4.08
4.94
3.18
15.19
2
3
2.66
4.03
4.91
3.14
15.20
2
4
2"61
4.05
4.89
3.13
15.27
2
4
2.71
4.04
4,86
3.09
15.29
2
4
2.81
4.04
4.82
3.05
15.30
2
4
2.91
4.04
4.78
3.02
15.82
2
4
3.01
4"08
4.75
21.98
15.33
2
4
3.11
4.08
4.71
2.94
15.35
2
4
3.21
4.03
4.68
2"91
15.36
2
4
3.31
4.03
4.64
2.87
15.38
2
4
3.41
4.03
4.61
2.84
15.39
2
4
3.51
4.03
4.58
2.81
15.41
2
4
3.61
4.03
4.54
2.77
15.42
2
4
3.71
4.03
4"51
2.74
15"43
2
4
3.81
4.04
4.48
2.71
15.45
2
4
3.91
4.04
4.44
2.67
15.46
2
4
4.01
4.04
4.41
2.64
15.48
2
4
4"11
4.05
4.38
2.61
15.49
2
4
4.21
4.05
4.35
2.58
15.51
2
4
4.31
4.06
4.81
2.55
15.52
2
4
4.41
4.06
4.28
2.52
15.54
2
4
4.51
4.07
4.25
2.49
15.55
2
4
4.61
4.07
4.22
2"46
15.56
2
4
4.71
4.08
4.19
2.43
15.58
2
4
4.81
4.08
4.16
2.40
15.59
2
4
4.91
4.09
4"13
2.87
15.61
Geg # |
Reach #
| Geg Ili |
D.O. |
CBOD >
NBC0 |
Flow

_
� . ^
EXISTING LIMITS
O CONNER DOBBINS
------~--- MODEL 1--UEGULT8 ----------
Discharger o CITY OF REIDSVILLE WWTP
Receiving Stream o LITTLE TROUBLESOME CREEK
The End End D.O. is 5.50 mg/l.
The End CBOD is 4.13 mg/l.
The
End NBOD is 2.37 mg/l.
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste Flow
(mg/1) Milepoint Reach #
------ --------- -~-----
(mg/1)
----
(mg/1)
----
(mg /l)
--
(mgd)
Segment
'1 1
5.06 0.00 1
Reach
1
12.00
9.00
5.00
5.00000
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
45.00
90.00
0.00
0.01750
Reach
7
45.00
90.00
0.00
0.02850
Segment
2
5"38 2.66 3
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

w �
+
M (•K
1'lC-1 DE1._ S U1*11MHR Y D(2)TA
O COnnU
Db�L RS
1) J. Sc h _t r Q e� r- r
CITY
01::7 -� E I i � V I L}_..E.* WW Ti-�
;:� �� b b to s i n
a
� i � 3Q 60
1-Zetw e i v i i ft� St r'ew�:tm a
I_..� "rTi....E TRC)LJB1...E , '(-�1•'l1.::. CREEK
w? �� 1- � : c�f�i �� .1. r! x� r
:� �r.....1\11�i#
Dr)si gii •Tceinperatt_tf v: b
26.t0
1 LENOTH I SL OPE 1 VEL€ I TY I DE2 T H I Kd I Kd I Ka I Ka 1 KN I KN I KNR 1 K NR I SOD I SOD I
mile I ft/mil fps l ft Idesignl @204 Idesignl 9200 ]design[ 8201 Idesignl 9200 Idesignl @200 1
-------------------------------------------------------------------------------------------------------------------
I i i I I 1 I I I I I I I I I
Segment I 1 0.081 10.311 0.656 1 0.90 1 0.49 1 0.37 113.87 1 12.181 0.48 1 0.30 1 0.48 1 0.00 1 2.63 11.80 1
Reach i I 1 1 1 1 1 1 1 1 1 1 1 1
-----------------------------------------------------------------------'--------------------------------------------
I 1 1 I I I I I I 1 I I I I I
Segment 1 1 1,581 10,311 0.608 1 0.94 1 0.46 1 0.35 112.06 1 11.291 0.4° 1 0.30 1 0,48 1 0.00 1 2.63 1 1.80 1
Reach 2 1 1 1 1 1 I 1 1 1 1 1 1 1
-------------------------------------------------------------------------------------------------------------------
]
Segeeni 1 1 0.301 12,501 0.600 1 0.95 1 0.48 1 0.37 115.37 1 13.491 0.49 1 0.30 1 0.49 1 0,00 1 2.63 1 1.80 1
Reach 3 1 1 I I I I I I I I I I I
-------------------------------------------------------------------------------------------------------------------
1 1 1 1 1 1 ) ] 1 ) 1 1 1 1 1
Segment 1 1 1.301 12.501 0,576 1 0.97 1 0.47 1 0.36 114.76 1 12.951 0.48 1 0.30 1 0.40 1 0.00 1 2.63 1 1.80 1
Reach 4 1 1 i I [ ] I I I 1 I 1 I
-------------------------------------------------------------------------------------------------------------------
i 1 1 1 I 1 1 1 [ 1 1 1 ] [ 1
Seuent 1 1 1.441 6.871 0,459 1 1.09 1 0.36 1 0.28 1 6.45 1 5,661 0.48 1 0,30 1 0.48 1 0.00 1 2.63 1 1.80 1
Reach 5 1 1 1 1 i I 1 i I I [ 1 1
-------------------------------------------------------------------------------------------------------------------
1
Segment 1 1 0.251 6.871 0.446 1 1.11 1 0.36 1 0.27 1 6.28 1 5.511 0.48 1 0.30 1 0.48 1 0.00 1 2,63 1 1.80 1
Reach 6 1 1 1 1 1 1 1 1 1 i I It I
-------------------------------------------------------------------------------------------------------------------
I I I I I I 1 I I I I I I 1 I
Sment 1 1 0.091 6,871 0.445 1 1.12 1 0.36 1 0.27 1 6.27 1 5.501 0,48 1 0.30 1 0.48 1 0.00 1 2.63 1 1.80 i
Reach 7 1 1 1 1 1 1 1 1 ! [ I i I
-------------------------------------------------------------------------------------------------------------------
1 ] ] 1 1 1 1 1 1 1 1 1 1 1 1
Segment 2 1 0.061 2.911 0,227 1 2.09 1 0.28 1 0.21 1 0.98 1 0.961 0.48 1 0.30 1 0.48 1 0.00 1 2.63 1 1.80 1
Reach i I I i I I ! I I I I I I I
-------------------------------------------------------------------------------------------------------------------
I I I I I I I ] I i I I I I I
Segment 2 1 0.301 2.911 0.224 1 2.10 1 0.28 1 MI 1 0.97 1 0.851 0.48 1 0.30 1 0.48 1 0.00 1 2.64 1 1.61 ]
React-! 2 1 1 1 1 1 1 1 1 1 I 1 1 1
-------------------------------------------------------------------------------------------------------------------
�+ 1 r� r}t� 1 1 1 r� r 1 h �} 1 1 1 1 f-� r 1 1 !t 1 nt� 1 1{ �+ 1
Segment 2 1 2.301 3.521 0,238 1 2.05 1 0.28 1 0.21 1 1.24 1 1.091 0.48 1 0.30 1 0.48 1 0.00 1 2.6,E 1 1.90 1
Reach 3 1 1 1 1 1 1 I 1 I I I I I
-------------------------------------------------------------------------------------------------------------------
1 I I I [ 1 I I 1 [ I 1 I I I
Segment 2 1 2,351 4.441 0.256 1 2.01 1 0,29 1 0.22 1 1.60 1 1.491 0.48 l 0.30 1 0.48 i 0.00 1 2.63 1 1.90 1
Reach 4 1 1 I I I I I I I I I 1 I
-----------------------------------------------------------------------------------------------------
1 C: -F 5 I m r_1 g er :1 I rT i g

,t} a t
1 rr n `„1.} !
12.000
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i«} €«3 ; }
•
Hea'3dwatei...5
1 0.200
i 2. OC)O 1
1 a 000 1
}
7.3100
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1 0. 000 1
2. €_) €„) O 1
i s C) 0 €„} 1
7„ 300
* l-'u -no 'f f
1 0. 029
i 2. 000 1
'i a 000 1
7.300
Segftfi=wn't I
React I 2
W a S'{: e
I o a 000 1
0'. 000 1
0. O C-) O I
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1 0a 000 1
2. I) C) t) I
I , 0 €-) i:) 1
7. 300
R e n o f f
1 0. 053 1
2. 000 1
1 a 000 1
7. 300
Segment 1
Reach 3
Waste
1 f �) a€„) €�} 0 1
0. €�) i:,) (:) I
i ;} „ o €�) c) 1
€�) a C) €_} C)
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1 0 a 00€..) 1
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1 ,, ('-) 00 1
7 a 3 0(D
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1 C) . 053 1
a 0 ()C11 1
:1. a €C)O 1
7. 3t:)(--)
wa s Sf L�
1 0.000 1
0. 000 1
0. 000 1
€„) a i-)tw 0
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1 0. Ooo 1
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.1. a€ )o€„) 1
7„ 3€ )t„)
R u� o t f
1 0. 065 1
2. 000 1
1.000 1
7. 300
Segment 1
Reach 5
Waste
I €-') a 0 0 C) 1
0 rr 0010 1
0 a 0 (.-) o 1
€;) a 0 0 i, }
Tr J. b U tt R Y" y
1 0.000 1
3 a (:)0 («) 1
1 a ()i } i_) 1
7.300
* hr+!!,Clf'f
1 0. C)65 1
2.000 1
1.000 1
'7. 3(--) C-)
Segment I Reach 6
Waste
1 0 „ 027 1
14 � a €;;}€::)0 1
9C) a €:)€„)€�) 1
()) a 000
Tributary
1 0. 0€;;)0,
1 2 ,. €_) (:) C)
1 1. 000 1
7.300
* Runoff
1 i_} .. („)65 1
2. 000
1 1 a 000 1
/ a 300
Segment :1
Reach 7
Waste
1 ice) a 0', D-I 6 1
45. 000
1 90. ice) 0 l-i 1
0 a O tom) l i
Tr :i. L !_!tar}+
1 0 .. 000
1 2.000
1 1 .. 000 1
7. 3 00
.* Runoff
1 0. 065 1
2. 000
1 1.000 1
7.300
Segment 2 Reach 1
Waste
1 0. 000 1
0. 000 1
ice) a 0 ice) C} 1
0a 0 0 E-}
1-iaac:l!\,.cl S.(,, , e i«' _! 1 0. 000 1
2. 0 C)0 1
1. „ 000 1
7g 3 „ i€�) C)
Tributary
1 6. t. 00 1
2.000 1
1 R t_)i_)€_} 1
�f . 3i_}t S
* Runoff
1 0. 145 1
2. 000 1
1 a 000 1
7. 300
Waste
1 0. (.) €)€_) 1
0. 000 1
0. €) 0 C) 1
€«} „ 000
Tributary y
1 0a000 1
2a000 1
1 a()0li 1
7„30)
* R u n of•f`
I €«) a 14.5 1
2. 000 1
1 a 000 1
7.300
Segment 2
Reach 3
Waste
1 0. 000 1
0. 000 1
0. 00€:) 1
0„ 000
Tr i but ary
1 0.000 1
2.000 1
1 .. 0i-)0 1
7.30C)
* Ru no f'f
1 {) a 11-i• 5 1
2. 000 1
1 a () i_)€_) 1
':' a 3€_) 0
Segment 3
Reach 4
Tr J. h t„! t a r t'
1 0. 075 1
3 a 000 1
1 a 0 €^) C) 1
7 _. 3 CD €-)
* Runoff
1 0. 145 1
2. 000 1
:1 . 000 1
7. 300

SUMMER
EXISTING
LIMITG
O CONNER
DOBBIN8
8eg #
| Reach #
! 8eg Mi }
D.O. |
CBOD |
NBOD |
Flow i
1
1
0.00
5.06
11.75
8.80
7.95
1
1
0.01
5.08
11.74
8.79
7.95
1
1
0.02
5.10
11.74
8.79
7.95
1
1
0.03
5.12
11.78
8.79
7.95
1
1
0.04
5.14
11.73
8.78
7.95
1
1
0.05
5.16
11.72
8.78
7.95
1
1
0.06
5.18
11.71
8.77
7.95
1
1
0.07
5.20
11.71
8.77
7.95
1
1
0.08
5.22
11.70
8.77
7.95
1
2
0.05
5.22
11.70
8.77
71,95
1
2
0.10
5.81
11.67
8.74
7.95
1
2
0.15
5.39
11"64
8.72
7.96
1
2
0.20
5.47
11.61
8.70
7.96
1
2
0.25
5.55
11.58
8.67
7.96
1
2
0.80
5.62
11.55
8"65
7.97
1
2
0.85
5.68
11.52
8.63
7.97
1
2
0.40
5.75
11.49
8.60
7.97
1
2
0.45
5.80
11.46
8.58
7.97
1
2
0.50
5.86
11.43
8.56
7.98
1
2
0.55
5.91
11.40
8"58
7.98
1
2
0.60
5.96
11.37
8.51
7.98
1
2
0.65
6.00
11.84
8.49
7.98
1
2
0.70
6.04
11.31
8.46
7.99
1
2
0.75
6.08
11"28
8.44
7.99
1
2
0.80
6.12
11.26
8.42
7.99
1
2
0.85
6.16
11.23
8.40
7.99
1
2
0.90
6.19
11.20
8.37
8.00
1
2
0.95
6.22
11.17
8.85
8.00
1
2
1.00
6.25
11.14
8.88
8"00
1
2
1.05
6.28
11.11
8.31
8.01
1
2
1.10
6.30
11.08
8.28
8.01
1
2
1.15
6.33
11.05
8.26
8.01
1
2
1.20
6.35
11.02
8.24
8.01
1
2
1.25
6"37
11.00
8.22
8.02
1
2
1.30
6.39
10.97
8.20
8.02
1
2
1.85
6.41
10.94
8.17
8.02
1
2
1.40
6.43
10.91
8.15
8.02
1
2
1.45
6"45
10.88
8.13
8.03
1
2
1.50
6.46
10.85
8.11
8.03
1
2
1.55
6.48
10.83
8.09
8.03
1
2
1.60
6.49
10.80
8.07
8"08
1
3
1.60
6.49
10.80
8.07
8.03
1
3
1.65
6.58
10.77
8.04
8.04
1
3
1.70
6.56
10.74
8.02
8.04
1
3
1.75
6.59
10.71
8.00
8"04
1
8
1.80
6.61
10.68
7.98
8"04
1
3
1.85
6.64
10"65
7.96
8.05
1
8
1.90
6.66
10.62
7.94
8.05
1
4
1.90
6.66
10.62
7.94
8.05
1
4
1.95
6.68
10.59
7.91
8.05
1
4
2.00
6.70
10.56
7.89
8.06
1
4
2.05
6.71
10.58
7.87
8"06
1
4
2.10
6.73
10.50
7.84
8.06
1
4
2.15
6.74
10.47
7.82
8.07
1
4
2.20
6.76
10.44
7.80
8.07
1
4
2.25
6.77
10.41
7.78
8.07
1
4
2.30
6.78
10.39
7.75
8.08
1
4
2.35
6.79
10.36
7.73
8.08
1
4
2.40
6.80
10.83
7.71
8.08
,
^
o ^"=
� n�
� o no
.7Ap
q 'o9

1
1
1
1
1
1
1
1
1
1
1
J.
1
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
~
4
` 2.�0
6.82
10.27
7.67
8.09
4
2.55
6.83
10.24
7.64
8.09
4
2.60
6.84
10.21
7.62
8.10
4
2.65
6.85
10.18
7.60
8.10
4
2.70
6"85
10.15
7.58
8.10
4
2.75
6"86
10.13
7.56
8.11
A.
2.80
6.87
10.10
7.53
8.11
4
2.85
6.87
10.07
7.51
8.11
4
2.90
6.88
10.04
7.49
8.12
4
2"95
6"88
10.01
7.47
8.12
4
3.00
6.89
9.99
7.45
8.12
4
3"05
6.89
9.96
7.43
8.18
4
8.10
6.90
9.93
7.41
8.13
4
8.15
6.90
9.90
7.38
8.13
4
3.20
6"91
9.87
7.86
8"13
5
3.20
6.91
9.87
7.36
8.13
5
3.26
6.85
9.84
7.33
8.14
5
3.32
6"80
9.81
7.80
8.14
5
3.38
6.75
9.78
7.27
8.15
5
3.44
6.70
9.74
7.24
8.15
5
8.50
6.66
9.71
7.21
8.15
5
3.56
6.61
9.68
7.18
8"16
5
3.62
6.57
9.65
7.15
8"16
5
8.68
6.54
9.62
7.12
8.17
5
3.74
6.50
9.58
7.09
8.17
5
3.80
6.47
9.55
7.06
8"17
5
3.86
6.48
9,52
7.03
8.18
5
3.92
6.40
9.49
7.00
8.18
5
3.98
6.38
9.46
6.97
8.19
5
4.04
6.35
9.43
6.94
8.19
5
4.10
6.32
9.40
6.91
8.19
5
4.16
6.80
9.37
6.88
8.20
5
4"22
6.28
9.34
6.85
8.20
5
4.28
6.26
9.30
6.82
8.20
5
4.34
6.24
9.27
6.80
8.21
5
4.40
6.22
9.24
6.77
8.21
5
4.46
6.20
9.21
6.74
8.22
5
4"52
6.19
9.18
6.71
8.22
5
4.58
6.17
9.15
6.68
8.22
5 .
4.64
6"16
9"12
6"65
8.28
6
4.64
6.14
9.24
6.93
8.26
6
4.69
6.12
9.21
6.90
8"26
6
4.74
6.11
9.19
6.88
8.26
6
4.79
6.10
9.16
6.85
8.27
6
4.84
6.09
9.14
6.83
8.27
6
4.89
6.08
9.11
6.80
8"27
7
4.89
6.05
9.27
7.17
8.31
7
4.92
6.05
9.26
7"15
8"31
7
4.95
6.04
9.24
7.14
8.31
7
4.98
6.03
9.22
7"12
8"31
1
0.00
6.59
6.05
4.44
14.81
1
0.01
6.58
6.05
4.43
14.82
1
0.02
6.57
6.04
4.42
14.82
1
0.03
6.56
6.04
4.42
14.82
1
0.04
6"54
6.03
4.41
14.82
1
0.05
6.53
6.03
4.41
14"82
1
0.06
6.52
6.02
4.40
14.82
2
0.06
6.52
6.02
4.40
14.82
2
0.11
6.46
6.00
4.37
14.83
2
0.16
6.41
5.98
4.34
14.84
2
0.21
6"36
5.95
4.31
14.84
2
0"26
6.31
5.98
4.28
14.85
2
0.31
6"26
5.90
4.25
14"86
2
0.36
6.21
5.88
4.22
14.87
3
0.36
6.21
5.88
4.22
14.87
~
° ^'
' ^'P71
= :»*--)
^ ,"7
1 LL qq

� 2
8 ,
0~56
6.06
5.79
4.11
14.90
' 2
3
0.66
5.99
5"74
4.06
14.91
�^ 2
8
0.76
5.93
5.70
4.01
14.92
2
3
0.86
5.87
5.65
3.96
14.94
2
3
0.96
5.82
5.61
3.91
14.95
2
8
1.06
5.77
5.56
8.86
14.97
2
8
1.16
5.72
5.52
3.81
14.98
2
3
1.26
5.68
5.48
8.76
15.00
2
3
1.36
5.64
5.43
3.71
15.01
2
3
1.46
5.61
5.39
8.66
15.03
2
3
1.56
5.58
5.35
3.62
15.04
2
8
1.66
5.55
5"31
3.57
15.05
2
3
1.76
5.52
5.26
3.52
15.07
R
3
1.86
5.50
5.22
8.48
15.08
2
3
1.96
5.47
5.18
3.43
1�9.10
23
2.06
5.45
5"14
3.89
15.11
2
3
2.16
5.44
5.10
3.35
15.13
2
3
2.26
5.42
5.06
8.30
15.14
2
3
2.36
5.41
5.02
3.26
15.16
B
3
2.46
5.40
4.98
3.22
15.17
2
8
2.56
5.38
4.94
3.18
15.19
2
3
2.66
5.38
4.91
8.14
15.20
2
4
2.61
5.38
4.89
3.13
15.27
2
4
2.71
5.39
4.86
3.09
15.29
2
4
2.81
5.39
4.82
3.05
15.30
2
4
2.91
5.39
4.78
3.02
15.32
2
4
3.01
5.39
4.75
2.98
15.33
2
4
3.11
5.39
4.71
2.94
15"35
2
4
3.21
5.40
4.68
2.91
15.36
2
4
3.31
5"40
4.64
2.87
15.88
2
4
3.41
5.40
4.61
2.84
15.39
2
4
3.51
5.41
4.58
2.81
15.41
2
4
3.61
5.41
4.54
2.77
15.42
2
4
8.71
5"42
4.51
2"74
15.48
2
4
3.81
5.42
4.48
2.71
15.45
2
4
3,91
5.48
4.44
2.67
15"46
2
4
4.01
5.44
4.41
2,64
15.48
2
4
4.11
5.44
4.38
2.61
15.49
2
4
4.21
5.45
4.35
2.58
15.51
2
4
4.31
5"45
4"31
2.55
15.52
2
4
4.41
5.46
4.28
2.52
15.54
2
4
4.51
5.47
4"25
2.49
15"55
2
4
4.61
5.47
4.22
2.46
15.56
2
4
4.71
5"48
4.19
2.48
15.58
2
4
4.81
5.49
4"16
2.40
15.59
2
4
4.91
5.50
4.13
2.37
15.61
| Geg #
| Reach #
I 8eg Mi |
D.O. i
CBOD }
NBOD |
Flow

Ci�1/ ol- iieidSu ff�
L'Iilt �rot�t�lcsv Ccee-k
Mod _C(,cfc
3-.41y- A(4)usf 17?7
5,y53
NtkoN
, n-(
DO =
7, 6Z3
r
i Mel t're��ciS
DO
. Sys
C3o� = Io,Ro�
N3<�D
— 1'si
6,y7
z.33
MDs
I4S/ 2&

SUMMER
MODEL CHECK
MODEL RESULTS
Discharger
:
CITY OF REIDSVILLE
WWTP
Receiving Stream :
----------------------------------------------------------------------
LITTLE TROUBLESOME
CREEK
The End
D.O.
is 5.85
mg/l.
The End
CBOD
is 3.06
mg/l.
The End
----------------------------------------------------------------------
NBOD
is 0.71
mg/l.
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste Flow
(mg/1)
------
Milepoint Reach # (mg/1)
---------------- ----
(mg/1)
----
(mg/1)
--
(mgd)
----------
Segment
I
5.8B
4.98 7
Reach
1
10.91
1.29
7.62
3.22900
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
45.00
90.00
0.00
0.01750
Reach
7
45.00
90.00
0.00
0.02350
Segment
2
5.75
2.66 3
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

** MODEL SUMMARY DATA ***
Discharger z C T TY OF REIDSVILLE WWTF' Subhasin _ 030601
Receiving Stream n LITTLE TROUBLESOME CREEK Stream Class: C-NSW
Summer 7210 0:2 Winter 7Q10 = 1.0
Design Temperature: 26.0
I LEh18TH I
SLOPE!
VELOCITY
I DEPTH I Kd 1
Kd
1 Ka I
Ira 1
k: N I
K1,1
I E NR 1
KNR
-------------------------------------------------------------------------------------------------------
I mile 1
ftlmil
fps
I ft
ldesignl
@200
ldesignl
@200 [design!
@200
Idesignl
; 20c,
Segment
i
I I
1 0.081
I
10.311
0.478
I
1 0.85
I I
1 0.44 1
0.33
I I
110.10 1
I
8.061
I
0,48 1
0.30
I I
1 {}.48 1
0.00
Reach
--- --------------------------------------------------------.----------------._------------------------
i
I I
I
I
I I
I 1
I
I
I I
Segment
1
1 1
1 1.581
I
10.311
O : 444
1
1 0.89
l I
1 0.42 1
0 = 32
1 1
1 9.38 1
I
8.231
I
0.48 1
0.30
1 1
1 0.48 1
0.00
Reach
---_---__-------------------------_--------------------------------------_---___--------------------
2
1 1
1
i
I I
I I
i
I
I I
Segment
1
I I
1 0.301
I
12.501
0.438
I
1 t f . 9"0
I I
1 0.43 1
0 . 33
I i
111.24 1
I
9.871
I
0.48 1
0.30
I I
1 0.48 1
0.00
Reach
----...-----.----------------
3
1 1
1
---------------._.........._......
1
1 1
---.---._
----------..
1 1
-----
1
-_.----------............-------._._.._------
1
1 1
Segment
1
I I
1 1.301
I
12.50 1
0.422
l
1 0.92
I I
1 0.42 1
0.32
1 I
110.82 1
1
9.491
1
0.48 1
0.310
1 1
1 0.48 1
0. 00
Reach
----_--.--------------------------------------.-----_------------------------------------------_-----.--
4
1 i
I
I
I I
I i
i
I
I I
Segment
1
I 1
1 1 .441
1
6.871
0.337
l
1 1.04
I I
1 0.34 r
0.26
1 I
1 4.75 1
1
4.171
I
0.48 1
0.30
I 1
1 0. 48 1
0.00
Reach
-----------------------------------------------------------------------------------------------___--
5
1 1
1
I
1 1
1 1
1
1
1 i
Segment
.
1
I I
1 0.251
i
6.871
0.329
I
1 1.06
I I
1 0.34 10.26
I I
1 4.64 1
i
4.071
i
0.48 1
0.30
I i
1 0.48 1
0.00
Reach
----------------------------------------------------------------------------------------------------
6
1 1
1
1
1 1
1 1
1
1
1 1
Segment
1
I I
1 0.091
I
6.871
0.329
I
1 1.06
I I
1 0.34 1
0.26 26
I I
1 4.64 1
I
4.071
I
0.49 1
0.30
I 1
1 0.48 1
0.00
Reach
-----------------------------------------------------------------------------------------------------
7
1 i
l
I
l 1
1 I
1
1
I I
Segment
2
I I
1 0 {J 061
I
2.911
� � .195
I
1 2.03
I I
1 O . RS 1
0.21
I i
1 2.24 1
I
1.961
I
0.48 1
0.30 }
I I
1 0.48 1
0 A # 0
Reach
1
I I
I
I
I 1
I I
I
i
I i
---------------------------------------
I i I I
Segment 2 1 0.301 2.911 0.192 1
Reach 2 1 1 1 1
---------------------------------------
i I 1 I
Segment 2 1 2.301 3.521 0.205 1
Reach 3 1 1 I I
--------------------------------------
I 1 I I
Segment 2 1 2.351 4.441 0.221 1
Reach 4 1 1 1 1
---------------------------------------
-------------------------------------------------------------
2.€ 5 1
I
0.28 1
I
I
0.21
I
I I
1 2.20 1
I I
I
1.931
I
0.48 1
I
0.30
I
I
1 0.48 1
I
I
0.00
I
------------------------------------------------------------
2.00 1
I
�,f . 28 1
I
0.21
I I
1 2.35 1
I
2 : 061
0.48
I
i 0.30
1
1 0.48 1
1
t. - 00
1.96 1 0.28 1 0.22 1 2.52 1 2.211 10.48 1 0.30 1 0.49 1 0.00
I I l ! 1 1 1 l
;:ae,wnei-it 1. Reach J.
C 1 f0D I 1'�il�fiD I D ,, 0. I
fng / 1 I ff,g,+ I I frig f' 1. 1

W a:."\ s L• a-`.=.•
lw:� �
� €..j b '.• •.. � 5..� �
7 V i 6
Headv4dters 0.2
,;.
,).
1 711300
t
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r1bu'tary
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2. 000 1
1 n 000
# 7. ,r 3 £_) € )
R u1 i £:+ f f
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2.00C) #
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Segment I
Recr£.::h 2
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1 E_) tr 000 1
€_) a 000 1
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1 €.) . €.)£_) E.;
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1 0 o 053
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1 0.000 1
0. C)O o 1
0. O €'} o
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Tr ibUtary
1 0 .1000 1
2. €.;£..)E:) I
1 .000
1 7.300
* Ru 1t o f f
I (D. E_) 53 1
2. 000 1
1.000
1 7. 300
Segment :1. Reach i I
Tr 1I:;L(tary # €') „ Oo€.) 1 c' n 000 1 1.000 1 7
Run(:af*-f 1 0.065 1 2.OtDO I I . €.100 1 7. 30C)
Segment J. Reach 5
Waste 1 0. 000 1 000 1 (D.000 1 0 , €„) 0 £ )
Tr- i h u •t a r v I O. C1€;;1€ i 1 2„ (.)€�t�) 1 1 _, 00€�) 1 '7 ,, 300
Runoff 1 £?, 065 1 2, 000 1 1. 000 1 7 .. 3 (.) 0
Segment 1 Reach &
Waste # (^)uE_)0'7 1 145aC)E;;O 1 r7j0,000 1 0„C00
RU rlCaf f 1 0. 065 1 2. E.)OC) I 1 . £. 0E:) 1 7.300
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Segment 1 Reach '7
Waste I C) . 036 1 45. 000 1 90. £.)£ )0 1 o , 000
T r i p Ll t «-t'r- y I or 000 1 2. OO C) 1 1.000 1 '7.. 30€.)
* Runoff 1 0. 061 c'r 000 1 :I.. 000 1 7.300
Segment 2 Reach 1
Waste
1 0 >. 0 € ,) 0 1
4 7 „ £�) €� C 1
€„) : O €.) O 1
€;;3 , £.3 E.} E.}
Headwaters] t) „ 0C)0 1
.2 n 000 1
1.000 1
7.300
Tributary
1 6.500 1
2.000 1
1. 000 1
17 u 3 C) €.)
* RLlf of'f
1 0 , :I. /45 1
2 , 000 1
I.000 1
7.300
Segment ER
Reach 2
Waste
1 0,00E 1
0,00C) 1
0,000 1
E},000
Tr ]. but a::1 r •y
1 0. 000 1
2. (3£.) €.1 1
1.000 1
:win 3' - €:.)
3+` Ru1 to f f
1 0.145 1
2. 000 1
1 . €.30€.1 1
'7- 300
Segment 2
Reach 3
Waste
1 0. 000 1
0 ., €_) E..) £_) I
£_) , E.) E.1 E.3 1
E.) , 0
Tributary
1 0 , 000 #
2 ,: (.)0t 3 1
1 ,: 000 1
7. BOO
* R U n O f f
1 0. 1145 1
2. 0000 1
1. €..) 0E) 1
7 ,. 3 €.:) E..)
Segment 2
Reach li.
Waste
1 0 , E.)0 ) 1
0. 000 1
0 „ t 3C)o 1
€;;) , E.)EC)E.)
1 r i b U t a r F
1 0.075 1
2. €. ) a_1 E„) 1
1.000 1
1'7. 3 £^} €_)
* Runoff
1 0. 145 1
2 . £:)C)€-) 1
1 .00€::) 1
7.3t i0

8UI'll MBR
MODEL CFiECI-:'
| 8eg #
| Reach # |
Geg Mi |
D.O. |
CBOD I
NBOD 1
Flow |
1
1
0.00
7.61
10.56
1.28
5"20
1
1
0.01
7"60
10.56
1.28
5.21
1
1
0.02
7.58
10.55
1.28
5.21
1
1
0"03
7.57
10.54
1.28
5.21
1
1
0.04
7.56
10.54
1"28
5.21
1
1
0.05
7.55
10"53
1.28
5.21
1
1
0"06
7.58
10.53
1.28
5"21
1
1
0.07
7.52
10.52
1.27
5.21
1
1
0.08
7.51
10.51
1.27
5.21
1
2
0.05
7.51
10.51
1.27
5.21
1
2
0"10
7"45
10.48
1.27
5.21
J.
2
0.15
7.39
10"44
1.27
5.21
1
2
0.20
7.34
10.41
1.26
5"22
1
2
0.25
7.29
10.88
1.26
5.22
J. '
2
0.30
7.24
10.34
1.25
5.22
1
2
0.35
7.20
10.31
1.25
5.22
1
2
0.40
7.16
10.27
1.24
5.23
1
2
0.45
7.12
10.24
1.24
5.28
1
2
0"50
7.09
10.21
1.24
5.23
1
2
0"55
7.06
10.17
1.28
5.28
1
2
0.60
7.02
10.14
1.23
5.24
1
2
0.65
7.00
10.11
1.22
5"24
1
2
0.70
6.97
10.07
1.22
5.24
1
2
0.75
6.94
l0.04
1.22
5.24
1
2
0.80
6.92
10.01
1.21
5.25
1
2
0.85
6.90
9.98
1.21
5.25
1
2
0.90
6"88
9.94
1.20
5.25
1
2
0.95
6.86
9.91
1.20
5.25
1
2
1"00
6.84
9.88
1.19
5"26
1
2
1.05
6.83
9.85
1.19
5.26
1
2
1.10
6.81
9.81
1.19
5.26
1
2
1.15
6.80
9.78
1.l8
5.27
1
2
1.2O
6.78
9.75
1.18
5.27
1
2
1.25
6.77
9.72
1.17
5.27
1
2
1.3A
6.76
9.69
1.17
5.27
1
2
1.35
6.75
9.65
1.17
5"28
1
2
1"40
6.74
9.62
1"16
5.28
1
2
1.45
6.73
9.59
1.16
5.28
1
2
1.50
6.72
9.56
1.16
5.28
1
2
1"55
6.71
9.53
1.115
5.29
1
2
1.60
6.71
9.50
1.15
5.29
1
3
1.60
6.71
9.50
1.15
5"29
1
3
1.65
6.72
9.47
1.14
5"29
1
3
1.70
6.73
9.48
1"14
5"29
1
3
1.75
6.74
9.40
1.14
5.80
1
3
1.80
6.74
9.37
1.13
5"80
1,
8
1.85
6.75
9.34
1.13
5"80
1
3
1.90
6.76
9.31
1.12
5.31
1
4
1.90
6.76
9.31
1.12
5.31
1
4
1"95
6"77
9.27
1.12
5"81
1
4
2.00
6.77
9.24
1.12
5.31
1
4
2.05
6.78
9.21
1.11
5.31
1
4
2.10
6.78
9.18
1.11
5.32
1
4
2"15
6.79
9.14
1.11
5.32
J.
4
2.20
6.79
9.11
1.10
5.32
1
4
2.25
6.79
9"08
1.10
5.33
1
4
2.30
6.80
9.05
1.09
5.33
1
4
2.35
6.80
9.A1
1.09
5.33
1
4
2.40
6.81
8.98
1.09
5.84
1
4
2"45
6.81
8.95
1.08
5.34
_ _

^
�
�.uv
o.pJ.
o.rc
I.vp
u.o�
1
4
^ 2.55
6.82
8.89
1.07
5.35
J.
4
2.60
6.82
8"86
1.07
5.35
~ ' 1
4
2.65
6.82
8.83
1.07
5.35
1
4
2.70
6.82
8.79
1.06
5.86
1
4
2.75
6.83
8.76
1.06
5.36
1
4
2.80
6.83
8.73
1.06
5.36
1
4
2"85
6.83
8.70
1.05
5.37
1
4
2.90
6.83
8.67
1.05
5.37
1
4
2.95
6.84
8.64
1.05
5.37
1
4
3.00
6.84
8.61
1.04
5.38
1
4
8.05
6.84
8.58
1.04
5.38
1
4
3.10
6.84
8.55
1.03
5.38
1
4
3.15
6.84
8.52
1.03
5.39
1
4
3.20
6.85
8.49
1.03
5"89
1
5
3.20
6.85
8.49
1.08
5.39
1
5
3.26
6"79
8.45
1.02
5.89
1
5
3.32
6.78
8.42
1"02
5"40
1
5
3.38
6.68
8.38
1.01
5.40
1
5
3.44
6.62
8.35
1.01
5.41
1
5
3.50
6.58
8.31
1.00
5.41
1
5
3.56
6.53
8.28
1.00
5.41
1
5
3.62
6.49
8.24
0.99
5.42
1
5
3.68
6.45
8.21
0.99
5.42
1
5
3"74
6.41
8.17
0.98
5.42
1
5
3"80
6"37
81114
0.98
5.43
1
5
3.86
6.34
8.10
0.97
5"43
J.
5
3.92
6.81
8"07
0.97
5.44
1
5
3.98
6.28
8.03
0.96
5.44
1
5
4.04
6.25
8.00
0.96
5.44
1
5
4.10
6.22
7"96
0.95
5.45
1
5
4.16
6.19
7.93
0.95
5"45
1
5
4"22
6.17
7.90
0.94
5.46
1
5
4.28
6.15
7.86
0.94
5.46
1
5
4.34
6.12
7.83
0.93
5.46
1
5
4"40
6.10
7.80
0.93
5.47
1
5
4.46
6.09
7.76
0.92
5.47
1
5'
4.52
6"07
7.78
0.92
5.48
1
5
4.58
6.05
7.70
0.91
5.48
1
5
4"64
6.03
7.67
0.91
5"48
1
6
4.64
6.00
7.85
1.35
5.51
1
6
4.69
5.99
7.82
1.84
5.51
1
6
4.74
5.98
7.79
1.33
5.52
1
6
4.79
5.96
7.77
1.33
5.52
1
6
4.84
5.95
7.74
1.32
5.52
1
6
4.89
5.94
7.71
1.32
5.53
1
7
4.89
5.90
7.95
1.90
5.56
1
7
4.92
5.89
7.94
1.89
5.57
1
7
4.95
5.89
7.92
1.89
5.57
1
7
4.98
5,88
7.90
1.88
5.57
2
1
0.00
6.64
4.72
1"41
12.07
2
1
0.01
6.63
4.72
1.40
12.07
2
1
0.02
6.63
4.72
1.40
12.07
2
1
0.03
6.62
4.71
1.40
12.07
2
1
0.04
6.61
4.71
1.40
12.07
2
1
0.05
6"60
4.70
1.40
12.08
2
1
0.06
6.59
4.70
1.39
12.08
2
2
0.06
6.59
4.70
1.3�
12.08
2
2
0.11
6.55
4.68
1.38
12.0B
2
2
0.16
6.50
4.65
1.37
12.09
2
2
0.21
6.46
4.63
1.36
12.10
2
2
0.26
6.42
4.61
1.35
12.11
2
2
0.31
6.39
4.59
1.34
12.11
2
2
0.86
6.35
4.57
1.33
12.12
2
3
0.36
6.35
4.57
1~33
12.12
2
3
0.46
6.29
4.52
1.81
12.14

o.c�
't.'ko
1.c�
Ii=.I IJ
2
3 `
0.^66
6.19
4.44
1.27
12.16
»2
'
3
0.76
6"14
4.40
1.26
12.18
^ 2
~
3
0.86
6.10
4.36
1"24
12.19
2
3
0.96
6.06
4.33
1"22
12.21
2
3
1.06
6.03
4"29
1.20
12.22
2
3
1.16
5.99
4.25
1.18
12.24
2
3
1.26
5.96
4.21
1.17
12.25
2
8
1.86
5"94
4.17
1.15
12.27
2
3
1.46
5.91
4.14
1.13
12.28
2
8
1.56
5"89
4.10
1.12
12.30
2
8
1.66
5.87
4.06
1.10
12.31
2
8
1.76
5"85
4.03
1.09
12"32
2
8
1.86
5.88
3.99
1.07
12.84
2
3
1.96
5.82
3.95
1.06
12.85
2
3
2"06
5.80
3.92
1.04
12.37
2
3
2.16
5.79
3.88
1.03
12.38
2
3
2.26
5.78
3.85
1.01
12.40
2
3
2"36
5.77
3.82
1.0O
12"41
2
3
2"46
5"76
3.78
0.98
12.48
2
3
2.56
5"76
8.75
0.97
12"44
2
8
2.66
5"75
8"71
0.96
12.45
2
4
2.61
5.76
3.70
0.96
12.53
2
4
2.71
5.76
3.67
0.94
12"54
2
4
2"81
5.76
3.64
0.93
12.56
2
4
2"91
5.77
8.61
0.92
12.57
2
4
3.01
5.77
3.58
0.91
12.59
2`
4
3.11
5.77
3"55
0.90
12.60
2
4
3.21
5.78
3.52
0.88
12.62
2
4
3.31
5.78
3.49
0.87
12.68
2
4
3.41
5.78
8.46
0.86
12.65
2
4
8.51
5.79
3.44
0.85
12.66
2
4
3.61
5.79
8.41
0.84
12.67
2
4
3"71
5.79
3.38
0.83
12.69
2
4
3.81
5.80
3.35
0.82
12.70
2
4
8.91
5.80
3"32
0.81
12.72
2
4
4.01
5.81
8.29
0.80
12.73
2
4
4.11
5.81
3.27
0.79
12.75
2
4
4.21
5.82
3.24
0.78
12.76
2
4
4.31
5.82
3.21
0.77
12.78
2
4
4.41
5.82
3.19
0.76
12.79
2
4
4.51
5.88
3.16
0.75
12.81
2
4
4.61
5.83
8.18
0.74
12.82
2
4
4.71
5.84
8.11
0.73
12.83
2
4
4.81
5.84
3.08
0,72
12.85
2
4
4.91
5.85
3.06
0.71
12.86
| Seg # |
Reac'h #
} Seg Mi |
D.O. |
CBOD |
NBOD |
Flow

IC's
F
q.,
f a c i l i ty c �� ( Wa s to f l ow (MGO )�
Summer/Winter (circle one) - -
MORE
MEN
0
nnIMMIiiii
unm
■►wm=
ONE
MEN
■
N
..
0
NE
i.��
.rMCIMMINIM
In
.
............0
IM
i�No
MI��
n
IS
n
MINIM
nnnm■
IE
i!
INIMMINIMN
IMI.....NriiNo
.i
No
MEN
N
No
No
No
NH 3-N (mg/1) y rR
Potential effluent limit combinations:
8005 NH3•N

Do = S, v
s
Facility C� d� Pv Wastof low (MGO) 7,S
Summer/Winter (circle one) - -
I�IIs
�IIIIIIlINII��II���
oil
ISMENN
EMENA
SEMI
MEN
M
"mom
so
No
■
ONE
ON
so
�MEMO±■MINNIMMENEMC
No
No
ME
MM1=iiiiiii'no
m
%ev�!
iiiiiiiiG�ii��ii
i�
ii0
ME
3 �.
' 2 NH3—.N (Mg/D.
Potential effluent limit combinations:
B005 NH3•N
i

4 A
.a
SUMMER MoLl
MODEL RESULTS
Discharger
:
CITY OF REIDSVILLE
WWTP
Receiving Stream :
-----------------------------------------.....--------------------_-------
LITTLE TROUBLESOME
CREEK
The End
D.O.
is 5.41
mg/l.
The End
CBOD
is 5.05
mg/l.
The End
----------------------------------------------------------------------
NBOD
is 3.09
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
6.02
0.00 1
Reach
1
12.00
9.00
6.00
7.50000
Reach
2
0.00
0.00
0.00
0.00000
Reach
3
0.00
0.00
0.00
0.00000
Reach
4
0.00
0.00
0.00
0.00000
Reach
5
0.00
0.00
0.00
0.00000
Reach
6
45.00
90.00
0.00
0.01750
Reach
7
45.00
90.00
0.00
0.02350
Segment
2
5.34
2.66 3
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

*•X * I'10-13EL.. 5i. 1"I1"1f4RY l)A i"i-`r }�....}i.
u i. si c h a - g er I.:r :l TY Lllw F• El I) s V l LA-E !,i1W..1. P Su h b a s i. r 1 0' 3 0 601
Re?(-: e� i v i rig �a •1: f"� rain L_ :l ;"TL�� "i 1=t# l iEi1_ ;��t�!ly1E GIREEI..: ! " • tip L:1 ry e r t r-1'�Ik
� � rr� rr� e - `%1=! J. t = ��� E l i )-It Eer- ' 1 10, 1. n 0
ILENBTIII SLOPE] VELOCITY 1 DEPTH[ Kd I Kd I Ka 1 Ka I KN i KN I KNR I KNR I SOD I SOD I
I Mile I ft/mil fps 1 ft Idesigni 0200 Idesigni i201 Idesigni "Y200 Idesigni S200 Idesigni 324' I
-------------------------------------------------------------------------------------------------------------------
I I I I I I I i I I I I I I i
Segment 1 1 0.081 10.211 0.084 1 0.94 1 0:55 1 0.42 113.50 1 11.841 0.48 1 0.30 1 0.4S 1 0.00 1 2.63 1 1.80 1
Reach 1 1 1 1 1 I I I I i I I I I
-------------------------------------------------------------------------------------------------------------------
I i i I I i I I I I I I I i I
Segment 1 1 1,581 10.311 0.810 1 OAS 1 0.52 1 0.39 112.49 i 10.96i 0.48 1 0.30 1 0.48 1 0.00 1 2.63 1 1.80 1
Reach 2 1 1 1 1 1 1 1 1 1 1 1 1 I
-------------------------------------------------------------------------------------------------------------------
I I I I I I I i I I I I 1 1 1
Segment 1 1 0.301 12.501 M05 1 0.99 1 0.54 1 0,41 114.91 1 13.091 0.48 1 0.30 1 0.48 1 0.00 1 2.63 1 1.80 1
Reach 3 1 1 1 I 1 1 i I I i I i I
-------------------------------------------------------------------------------------------------------------------
I I 1
Segment 1 1 1.301 12.501 0.772 1 1.02 1 0.53 1 0.40 114.30 1 12.551 0.48 1 0.30 S 0.48-1 0.00 1 2.63 1 1.80 1
Reach 4 1 1 1 1 1 I 1 1 1 1 1 1 1
-------------------------------------------------------------------------------------------------------------------
I
begment 1 1 1.441 6.071 0.612 1 1.15 1 0.39 1 0.30 1 6.23 1 5.471 0.48 1 0.30 1 0.48 1 0.00 1 2.63 1 1.80 1
Reach 5 1 1 1 1 i I I 1 1 I I I I
-------------------------------------------------------------------------------------------------------------------
I I I I I I I I I I I I I I 1
Segment 1 1 0.251 M71 0.595 1 1.17 1 0.39 1 0.29 1 6.05 1 5.311 0.48 1 0.30 1 0.49 i 0.00 1 2.63 1 1.80 1
Reach 6 1 1 1 1 1 1 1
-------------------------------------------------------------------------------------------------------------------
1
Segment 1 1 0,091 6.871 0.593 1 1.17 1 0.39 1 0.29 1 6.03 1 5.291 0.48 1 0.30 1 0.48 1 0.00 1 2.63 1 1.80 1
Read, 7 1 1 1 1 1 1 1 1 1 1 1 1 1
-------------------------------------------------------------------------------------------------------------------
I I I I I 1 I i I I I I i I
Segment 2 i 0.061 2.911 0.270 1 2.15 1 0.28 1 0.21 1 2.43 1 2.131 0.48 1 0.30 1 0,40 1 0.00 1 2.63 1 1,80 1
Reach I l I I I I I I i I I I I I
-------------------------------------------------------------------------------------------------------------------
I I I I I I I I i I I 1 I I I
Segment 2 1 0.301 2.911 0.267 1 2.16 1 00 1 0.21 1 2.39 1 2.101 0.48 1 0.30 1 0.48 1 0.00 1 2.64 1 1.81 1
Reach 2 S 1 1 1 1 1 1 1 1 1 1 i I
-------------------------------------------------------------------------------------------------------------------
I I I I I I i i i I I I I I I
Segment 2 1 2.301 3.521 0.203 1 2.11 1 0.29 1 0.22 1 2.55 1 2.231 0.48 1 0.30 1 0.48 1 0.00 1 2.63 1 1.80 1
Reach 3 1 1 1 1 1 1 i 1 i I I I I
-------------------------------------------------------------------------------------------------------------------
I I I I I I I i i I I I I 1 i
Segment 2 1 2.351 4.441 0.303 1 2.06 1 0.29 1 0.22 1 2.73 1 2,391 0.4B 1 0.30 1 0.49 1 0.00 1 2.63 1 1.80 1
Reach 4 1 1 1 1 1 1 i 1 I I I I I
-----------------------------------------------------------------------------------------------------
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2.000 1
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1 0. 145 1
2.000 1
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SUMMER
FINAL MODEL
I Seg #
1 Reach #
I Seg Ivli 1
D.O. I
CBOD I
NBOD 1
Flow I
1
1
0.00
6.02
11.83
8.86
11.82
1
1
0.01
6.03
11.83
8.86
11.83
1
1
0.02
6.03
11.82
8.86
11.83
1
1
0.03
6.04
11.82
8.86
11.B3
1
1
0.04
6.04
11.81
8.B5
11.83
1
1
0.05
6.05
11.81
8.85
11.83
1
1
0.06
6.06
11.80
8.B5
11.83
1
1
0.07
6.06
11.90
B.84
11.83
1
1
0.08
6.07
11.79
8.84
11.83
1
2
0.05
6.07
11.79
8.84
11.83
1
2
0.10
6.09
11.77
B.82
11.83
1
2
0.15
6.11
11.74
8.81
11.83
1
2
0.20
6.14
11.72
9.79
11.84
1
2
0.25
6.16
11.69
2.77
11.84
1
2
0.30
6.18
11.67
8.75
11.84
1
2
0.35
6.20
11.64
8.74
11.84
1
2
0.40
6.21
11.62
8.72
11.85
1
2
0.45
6.23
11.59
8.70
11.85
1
2
0.50
6.25
11.57
8.69
11.85
1
2
0.55
6.26
11.55
8.67
11.85
1
2
0.60
6.28
11.52
8.65
11.86
1
2
0.65
6.29
11.50
8.63
11.96
1
2
0.70
6.31
11.47
9.62
11.86
1
2
0.75
6.32
11.45
8.60
11.86
1
2
0.80
6.34
11.42
8.58
11.87
1
2
0.85
6.35
11.40
8.56
11.87
1
2
0.90
6.36
11.37
8.55
11.B7
1
2
0.95
6.37
11.35
8.53
11.97
1
2
1.00
6.38
11.33
8.51
11.88
1
2
1.05
6.39
11.30
8.50
11.88
1
2
1.10
6.40
11.28
B.48
11.88
1
2
1.15
6.41
11.25
E3.46
11.89
1
2
1.20
6.42
11.23
(3.45
11.89
1
2
1.25
6.43
11.21
8.43
11.89
1
2
1.30
6.44
11.19
8.41
11.89
1
2
1.35
6.45
11.16
8.40
11.90
1
2
1.40
6.46
11.14
8.38
11.90
1
2
1.45
6.47
11.11
8.36
11.90
1
2
1.50
6.47
11.09
e.35
11.90
1
2
1.55
6.48
11.07
8.33
11.91
1
2
1.60
6.49
11.04
8.31
11.91
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t..L1
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1
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1
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1
1
1
1
1
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1
1
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1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
4' 2.bV
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4 ^ 2�55
6.73
10.57
7.99
11.97
4 2.60
6.74
10.55
7.97
11.97
4 2.65
6.75
10.52
7.96
11.97
4 2.70
6.75
10.50
7.94
11.98
4 2.75
6.76
10.48
7.92
11.98
4 2.80
6.77
10.45
7.91
11.98
4 2.85
6.77
10.43
7.89
11.99
4 2.90
6.78
10.40
7.87
11.99
4 2.95
6.78
10.88
7"86
11.99
4 3.00
6.79
10.36
7.84
12.00
4 3"05
6.79
10.33
7.82
12.O0
4 3.10
6.80
10.81
7.81
12.00
4 8"15
6"80
10.29
7.79
12.01
4 3.20
6.81
10.26
7.77
12.01
5 8"20
6.81
10.26
7.77
12"01
5 8.26
6.77
10.24
7.75
12.01
5 8.32
6.73
10.21
7.73
12.02
5 8.38
6.69
10.18
7.70
12.02
5 3.44
6.65
10.16
7.68
12.03
5 3.50
6.61
10.13
7.65
12.03
5 8.56
6.58
10.10
7.63
12.03
5 3.62
6.55
10.08
7"61
12.04
5 3.68
6.52
10.05
7.58
12.04
5 3.74
6.49
10.02
7.56
12.04
5 8.80
6.46
10.00
7.53
12.05
5 3.86
6.43
9.97
7.51
12.05
5 3.92
6.40
9.95
7.49
12.06
5 3.98
6.38
9.92
7.46
12.06
5 4.04
6.36
9"89
7.44
12.06
5 4.10
6.33
9.87
7.42
12.07
5 4.16
6.81
9.84
7.89
12.07
5 4.22
6.29
9.82
7.37
12.08
5 4.28
6.27
9.79
7.35
12.08
5 4.34
6.25
9.77
7.83
12.08
5 4.40
6.23
9.74
7.30
12.09
5 4.46
6.21
9.72
7.28
12.09
5 4.52
6.19
9.69
7.26
12.10
5 4.58
6"18
9.66
7.23
12.10
5 4.64
6.16
9.64
7.21
12.10
6 4.64
6.15
9.72
7.40
12.13
6 4.69
6.14
9.70
7"38
12.13
6 4.74
6.12
9.68
7.36
12.14
6 4.79
6.11
9.65
7.34
12.14
6 4.84
6.10
9.63
7.82
12.14
6 4"89
6.09
9.61
7.80
12.15
7 4"89
6.07
9.72
7.55
12.18
7 4.92
6.06
9.71
7.53
12.19
7 4.95
6.05
9.69
7.52
12.19
7 4.98
6.05
9.68
7.51
12.19
1 0.00
6.48
7.01
5.25
18.69
1 0"01
6.47
7.00
5.24
18.69
1 0.02
6.46
7.00
5.23
18.69
1 0.03
6.45
6.99
5.23
18.69
1 0.04
6.44
6.99
5.22
18.69
1 0.05
6.43
6.98
5.22
18.70
1 0.06
6.42
6.98
5,21
18.70
2 0.06
6"42
6.98
5.21
18.70
2 0.11
6.87
6.96
5.18
18.70
2 0.16
6.38
6.93
5.15
18.71
2 0.21
6.28
6.91
5.12
18.72
2 0.26
6.23
6.88
5.09
18.78
2 0.31
6.19
6.86
5.06
18.78
2 0"86
6.15
6.83
5.08
18.74
3 0.36
6.15
6.83
5.03
18.74
3 0"46
6"08
6.79
-
4.9B
--
18.76
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0m66
5.95
6.70
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0"76
5.89
6,65
4.82
18.80
~ 2
8
0.86
5"84
6.61
4"77
18.81
2
8
0"96
5.79
6"57
4.71
18.88
2
3`
1.06
5.74
6.52
4.66
18.84
2
3
1.16
5.70
6.48
4.61
18.86
2
3
1.26
5"66
6"48
4.56
18.87
2
3
1.36
5.62
6.39
4.51
18.89
2
8
1.46
5.59
6.35
4.46
18.90
2
3
1"56
5.55
6.31
4.42
18.92
2
3
1,66
5.53
6.26
4.37
18.93
2
3
1"76
5.50
6.22
4.32
18.94
2
3
1.86
5,47
6.18
4.27
18.96
2
3
1.96
5.45
6.14
4.23
18.97
2
3
2"06
5"43
6"10
4.18
18.99
2
3
2.16
5.41
6.06
4.14
19.00
2
3
2.26
5.39
6.02
4.09
19.02
2
3
2.36
5.38
5.98
4.05
19.03
2
3
2.46
5.86
5.94
4.00
19.05
2
3
2.56
5.35
5.90
8.96
19.06
2
3
2.66
5.34
5.86
3.92
19.07
2
4
2.61
5.35
5.84
3.91
19.15
2
4
2.71
5.34
5.81
3"87
19.16
2
4
2.81
5.34
5.77
3"83
19.18
2
4
2.91
5"34
5.73
3"79
19.19
2
4
3.01
5.34
5.70
3.75
19.21
2
4
3.11
5.34
5.66
8.71
19.22
2
4
8"21
5.84
5.63
3.67
19.24
2
4
3.81
5.35
5.59
3.64
19.25
2
4
3°41
5.35
5.55
3.60
19.27
2
4
3.51
5.35
5.52
3"56
19.28
2
4
3"61
5.35
5.48
3.53
19.29
2
4
3.71
5.86
5.45
3.49
19.31
2
4
3.81
5"36
5.42
3.46
19.32
2
4
19.91
5"36
5.38
3.42
19.34
2
4
4.01
5.37
5.35
3.39
19.35
2
4
4.11
5.37
5.31
3.35
19.37
2
4
4"21
5.88
5.28
3.32
19.38
2
4
4.31
5.38
5.25
8.29
19.40
2
4
4.41
5.39
5.21
8.25
19.41
2
4
4.51
5.39
5.18
8"22
19.43
2
4
4.61
5.40
5.15
3.19
19.44
2
4
4.71
5.40
5.12
3.16
19"45
2
4
4.81
5.41
5.08
8.12
19.47
2
4
4"91
5.41
5"05
3.09
19.48
| Seg #
| Reach # /
Seg Mi |
D.O. }
CBOD |
NBOD i
Flow

VVI IDS
5Aw?wu-- --D0
Y4-eolmlr
z2,_I __. _. _ _
GIs _
. _ _._ �. 7zG�
�AUt tASt
/

INSTREAM SELF -MONITORING DATA
MONTHLY AVERAGES
Discharger: C i ,(
Ret
Alt
Permit
No.: NC00 Zgdel
Receiving
Strea : j,'#If.
Tmx61tso,--j_
cQP_tc Sub -basin: c�3oGe� r
,3pstream
Location:
S, Sc�tlts Sit
Downstream Location 44-
SR 2600
Upstream
Downstream
1ATE
TEMP
D.O.
BOD5
COND. TEMP
D.O.
BOD5 COND
,EC-88
Iov- 8 8
: 80
"EP-88
_
AUG-88
3UL-88
Z1,4
S,1
1,3
z2, q
6.5-
Z� 1
UP
zb,�
S.y
1,01
21,4
6,q
3.3
MAY-88
1�, 3
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z,
19.)
-7.V
1111R-88
ly,
MAR- 8 8
r' EB - 8 8
71
121
I . S
10.0
0,2
A.3
JA N-88
-.�
1122__
EEC-87
7. AL
Id
�.�
10.9
312-
i-1: -87
10157
10.
1.2
13,T
Ss, _
3,0
8 7 :.
12,6
103 _.
1,5 _
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7.5
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7.0_��""
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.��AY - $ 7
15
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3,3
IL R-8 .
12,E
1111
3, U
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V.3
3.2
X?R-87
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Cityof Reidsville 230 West Morehead Street, Reidsville,, North Carolina 27320 (9 9) 34/9 10300 l3�
September 2, 1988
Mr. Paul Wilms
Director
Division of Environmental Management
P. 0. Box 27687
Raleigh, North Carolina 27611
Dear Mr. Wilms:
OFFICE OF THE CITY MANAGER
OIV. OF ENVIRONMENTAL MANAGEMENT
Raleigh, NC
Recently representatives of the City of Reidsville met with
representatives of your staff in the Winston-Salem Regional Office to
discuss the City of Reidsville's desire to T
a im r to its
wastewater treatment plant which discharges into ittle roublesome
Creek in Rockingham County. We were advised by a Mr. Larry Coble of
that office that a request neeZlea to o­your-office—to have an
instream analysis done of Little Troublesome Creek to evaluate its
receiving capacity at our point of discharge. At the present time the
City of Reidsville's wastewater treatment plant has a capacity of 5
million gallons per day. We are interested in enlarging our plant to a
capacity of 7 1/2 million gallons per day. In order to do so our
Engineers need some direction on what final _eff1m nt Limitation_
be placed on us if this capacity were achieved.
As I'm sure you are aware, the City of Reidsville is also
currently under a moratorium, primarily because of operational problems
at the wastewater treatment plant. We are concurrently processing a
Judicia r-der_. of Consent through the Winston-Salem Regional Office
and, thereby, are committed to active and stringent actions to bring
our plant into compliance at the current capacity. Knowing the
receiving stream s capabilities through t is instream analysis will not
only assist us in designing the enlargement of the plant but also in
processing the Judicial Order of Consent and having the moratorium
lifted.
hp., .

I
Page Two
Mr. Wilms
September 2, 1988
Your advice and assistance on this matter will be appreciated. I
look forward to hearing from you.
Sincerely,
D. Kelly lmond
City Manager
DKA:cr
cc: Mayor Felts and Members of City Council
Mr. Larry Coble, Winston-Salem Regional Office