NC0073571_Wasteload Allocation_19880620

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCOO 735%I
FACILITY NAME: C494 Vi �far12 �1' (!t l
Facility Status: EXISTOW PR�OSFD
(circle OM)
Permit Status: RENEWAL HODIFWATION
(circle one)
Major Minor
Pipe No: 00I
Design Capacity (MGD): 0.030f
Domestic (% of Flow): t Do
n
Industrial (% of Flow):
Comments: L /,a '0-- le
UN143=1717ED ( NEW J
sV 6,07_4;_A_0V(4� 5
RECEIVING STREAM: TfeuWe e Cr'e�L
Class:
Sub -Basin:
Reference USGS Quad: i'i �� �J (please attach)
County: G�`�
Regional Office: As Fa Mo Re Wa WI WS
(circle see)
Requested By: -1 e,� CLDate: v 8�
Prepared By: ^�/�^ Sao Date: I L 8$
Reviewed
Modeler
Date Rec.
s
r/D ✓
.S-a o �
��G
Drainage Area (mi ) . 00 7, Avg. Streamflow (cfs): I Z
7Q10 (cfs) 0,13 Winter 7Q10 (cfs) 0,35 30Q2 (cfs)
Toxicity Limits: IWC % (circle one) Acute / Chronic.
Instream Monitoring:
Parameters
_Tt.Hae�
��lurc Dc�/
Con
l cfi�
( fi.al
rol drn
i
Upstream
i
Location
/00
�f
kjg- r m
from LcEa e,
Downstream _-- Location A+ SK 2103 br;4e
Freyuerey: wet, ;O 44AA s... A Cdpr;(- 0'1- Li()'
rn nlat ly n +fin w:nkr M4rc4),
Effluent
Characteristics
Summer J
Winter
BOD5 (mg/1)
30
30
NHS N (mg/1)
17
NZ
D.O. (mg/1)
5
NK
TSS (mg/1)
30
3o
F. Col. (/100m1)
1000
low
pH (SU)
6-Cl
-
TP
2,0
2,0
�P[ OT
TEn
I LOU
Comments: 14v AOL-en Fs 1.4
-Flu wacit "r `
,accele "n Fkr Small lKl<e 3.5

Request No. :4664
--,------------------- WASTELOAD ALLOCATION APPROVAL FORM ------------
Permit Number :
NC2C00705
Facility Nam6 :
COUNTRYSIDE_ VILLAGE
RETIREMENT CENTER
Type of Waste :
DOMESTIC
Status :
PROPOSED
Receiving Stream :
'TROUBLESOME CREEK
Stream Class :
WSIII-NSW
Subbasin
030601
County
GUILFORD
Drainage Area
(sq mi)
: 1.7
Regional Office
WINSTON-SALEM
Average Flow
(cfs)
: 1.72
Requestor
7ULE SHANKLIN
Summer 7010
(cfs)
: 0.13
Date of Request
5/18/88
Winter 7010
(cfs)
: 0.35
Quad
C19NW
3002
(cfs)
:
RECOMMENDED EFFLUENT LIMITS
Summer Winter
Wasteflow
(mgd):
0.030
0.030
5-Day BOD
(mg/1):
30
30
Ammonia Nitrogen
(mg/l):
17
NR
Dissolved Oxygen
(mg/1):
5
NR
TSS
(mg/1):
30
30
Fecal Coliform (#/100ml):
1000
1000
pH
(SU).
6-9
6-9
TP
(mg/l)-
2.0
2.0
---------•------------------------
MONITORING -----------------------------------
Upstream (Y/N): Y Location: 100 FT UPSTREAM FROM POINT OF DISCHARGE.
Downstream (Y/N): Y Location: AT SR 2103 BRIDGE.
COMMENTS
THE NUTRIENTS IN THE WASTEWATER MAY ACCELERATE EUTROFICATION IN THE SMALL.
LAKE 3.5 MILES DOWNSTREAM FROM THE POINT OF DISCHARGE.
RECOMMEND INSTREAM MONITORING FOR TEMPERATURE, DO, CONDUCTIVITY, AND FECAL
COLIFORM. MONITORING SHOULD BE DONE WEEKLY IN THE SUMMER (APRIL-OCT.) AND
MONTHLY IN THE WINTER (NOV.-MARCH).
RECOMMEND QUARTERLY MONITORING OF 1-P
0#- 01-7 -1A+ w&_Ar ....5-z8-P7 ;;.A- oZ.SMGD Was
-Fev. S'b eoGPD Caw�a.- +w'� vywdj.oS JLkt w&5 Q i�_ sec wj u^M�SS.
Recommended by _�'�z%-5-----
Reviewed by:
_�(, Tech. Support Supervisor,
%,k `/OI Regional Supervisor
Permits & Engineering
Date
Date G^ro___
Date �L_.10-�
Date
RETURN TO 'TEL'HNICAL SERVICES BY __dUL 13 1988

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SUMMER
BOD5=30 N113
4
MODEL RESULTS
Discharger"
t
:
COUNTRYSIDE
VILL-AGE
RETIREMENT
CENTER
Receiving Stream :
-------------------------------------------------------------------------------
TROUBLESOME
CREEK
The End
D.O.
is 7.68
mg/1.
The End
CBOD
is 1.35
mg/1.
The End
----------------------------------------------------------------------
NBOD
is 0.43
mg/ l.
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste Flow
(mg/1)
Milepoint
---------
Reach
-------
Ong/1
(mg / 3.
----
(mg/1)
--
(mgd)
----------
Segment
1
5.04
0.55
2
Reach
1
145. 00
76.50
5.00
0.03000
Reach
2
0. 00
0.00
0.00
0. 00k1_)00
Reach
3
0. 00
0. 00
0. 00
0. 00000
Reach
4
0.00
01,00
0.00
0.00000
Reach
5
0.00
0. 00
0.00
0.00000

### MODEL' SUMMARY DATA #
Discharger COUNTRYSIDE VILLAGE RET I RESubbas i n : 030601
Receiving Stream TROUBLESOME_ CREEK Stream Class: WSIII--NSW
Summer 7010 : 0.13 Winter 7010 : 0.35
Design Temperature: 26.
ILENGTH1 SLOPEI VELOCITY I DEPTHI Kd I Kd I Ka I Ka I KN I KN I KNR I KNR I
I mile I ft/mil fps I ft Idesignl 3201 Idesignl 0201 Idesigni 0200 Idesignl 2201 1
-----------------------------------------------------------------------------------------------------
I I I I I I I I i I I I I
Segment 1 1 0.151 27 301 0.100 1 0.35 1 0.42 1 0.32 1 5.70 1 5.001 0.79 1 0.50 1 0.79 1 0.00 1
Reach 1 I I 1 I I I I I I. I I I I
-----------------------------------------------------------------------------------------------------
I I I I 1 I I I I I I I I
Segeent 1 1 2.001 20.001 0.100 1 0.42 1 0.37 1 0.28 1 4.10 I 3.601 0.79 1 0.50 1 0.79 1 0.00 1
Reach 2 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
Seg©ent 1 1 1.351 11.101 0.100 1 0.51 1 0.33 1 0.25 1 2.28 1 2.001 0.48 1 0.30 1 0.48 1 0.00 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 1 I I
Segment 1 1 0.451 1.001 0.010 1 1.75 1 0.26 1 0.20 1 0.23 1 0.201 0.48 1 0.30 1 0.48 1 0.00 1
Reach 4 1 1 1 1 1 I 1 1 1 1 1 1 1
-----------------------------------------------------------------------------------------------------
I I I I I I I I I I I I I
Segment 1 1 1.001 20.001 0.100 1 0.58 1 0.34 1 0.26 1 4.10 1 3.601 0.79 1 0.50 1 0.79 1 0.00 1
Reach 5 1 1 1 1 1 1 1 I 1 1 1 1 1
-----------------------------------------------------------------------------------------------------
I
Flow
I CLOD
I NBOD I
I
cfs
I mg/l
I mg/1 I
Segment 1 Reach 1
Waste 1
0.046
1 45 - f 00
1 76.500 1
Headwaters I
0.130
1 2.000
1 1.000 0 1
Tributary 1
0.000
1 2.000
1 1.000 0 1
* Runoff 1
0.080
1 2.000
1 1-000 0 1
Segment 1 Reach 2
Waste 1 0. 000 1
Tributary 1 0.000 1
* Runoff 1 0.080 1
Segment 1 Reach 3
Waste 1 0.000 1
Tributary 1 0.000 1
* Runoff 1 0.070 1
Segment 1 Reach 4
Waste 1 0.000 1
Tributary 1 0.000 1
* Runoff 1 0.070 1
0. c:)00
2. 000
2. (;)00
0. 000 0 1
2.000 1
0. 000 1
2.000 1
2.000 1
0. 000 1
1.000 1
1 . 000 1
0.f)00 1
1 .t_00 1
1.000 1
0. (;)00 1
1.000 1
1 . c:)E: 0 1
D.O.
mg/l
5. 000
7.300
7.3c:0
7.300
0.000
7.300
7.300
0. t_)00
7. 300
7.300
0. 000
7.300
7.300
Segment 1 Reach 5

waste I vnuvv I U U VVV I. V a VkjV I V ak.A.I'd
Tributary 1 0.000' 1- &.000.1 1.000 1 7.300
Run�,f f 1 0. 070 1• 2.000 1 1.000 1 7.300
4 Runoff flow is in cfs/mile
A

I Seg #
I Reach #
I Seg Ili I
01.00
1
1
0.01
i
1
0.02
1
1
0.03
1
1
0.04
1
1
0.05
1
1
0.06
1
1
0.07
1.
1
0.08
1
1
0.09
1
1
0. 10
1
1
0.1.1
1
1
0.12
1
1
0.13
1.
1
0.14
1
1
0. 15
1
2
0. 15
1
2
0.25
1
2
0.35
i.
2
0.45
1
2
0.55
i
2
0.65
1
2
0. 75
1
2
0.85
1
2
(--).95
1
2
1.05
1.
2
1.15
1
2
1.25
1
2
1.35
1
2
1.45
1
2
1.55
1
2
1.65
1
2
1.75
1
2
1.85
1
2
1.95
1
2
2.05
1
2
2.1.E
1
3
2.15
1
3^�
2.20
1
3
2.25
i
3
2.30
1
3
2.35
i
3
2.40
i
3
2.45
1
3
2.50
1
3
2.55
1
3
2.60
i
3
2.65
1
3
2.70
1
3
2.75
i
3
2.80
i
3
2.90
1
3
2.95
1
3
3.00
1
3
3.05
1
3
3.10
1
3
3.15
i
3
3.20
1
3
3.25
i
3
3.30
D.O. 1
6.69
6.61
6.54
6.46
6.39
6.33
6.27
6.21
6.15
6.10
6.05
6.00
5.96
5.92
5.88
5.85
5.85
5.43
5.19
5.07
5.04
5.07
5.14
5.23
5.34
5. A.6
5.59
5.71
5.84
5.95
6.0 7
6.18
6.28
6.38
6.47
6.56
6.64
6.64
6.64
6.65
6.65
6.66
6.67
6.68
6.69
6.70
6.71
6.72
6.73
6.75
6.76
6.78
6.79
6.81
6.82
6.84
6.85J
6.8';
6.88
6.90
6.91
SUMMER
BOD5=30 NH3--N =17
CBOD I
NBOD I
Flow 1
13.33
20.89
0.18
13.24
20.70
0.18
13.16
20.51
C).18
13.07
20.33
0.18
12.99
20.14
0.18
12.91
19.96
0.18
12.83
19�78
C).18
12.75
19.60
0.18
12.67
19.43
0.18
12.59
19.25
0.18
12.51
19.08
0. 18
12.43
18.91
0.19
12.36
18.74
0.19
12.28
16.58
0.19
12.20
18.41
0.19
12.13
18.25
0.19
12.13
18.2,E
0.19
11.45
16.72
0.20
10.84
15.34
0.20
10.27
14. 10
0.21
9.74
12.98
0.22
9.26
11.97
0.23
8.81
11 .05
0.24
8.40
1 t_, . 21
0. 2 A.
/} `
B. 01
9. 45
0. 25
7.65
8.75
0.26
7.31
8.12
0.27
7.0 ?
7.54
0.28
6.70
7.01
0.28
6.43
6.52
0.29
6.17
6.07
0.30
5.92
5.66
0.31
5.70
5.28
0.32
5.48
4.93
0.32
5.27
4.60
0.33
5.08
4.31
0.34
4.90
4.03
i3.35
4.90
4.03
0.35
4.82
3.94
0.35
4.74
3.86
o.36
4.67
3.77
0.36
4.60
3.69
0.36
4.53
3.61
0.37
4.46
3.54
0.37
4.39
3.46
0.37
4.33
3.39
0.38
4.26
3.32
0.38
4.20
3.25
0.38
4.14
3.18
0.39
4.08
3.12
0.39
4.02
3.05
0.39
3.96
2.99
0.40
3.91
2.93
0.40
3.85
2.87
0.40
3.80
2.82
0.41
3.75
2.76
0.41
3.69
2.71
0.42
3.64
2.6,E
0.42
3.59
2.60
0.42
3.54
2.55
0.43
3.50
2.50
0.43

Is
j
d.dn
.?a`Y%:�
0a".hD
r-a"+s.)
;..�a`t%D
i
3
3.40
6.9.4
3.40
2.41
0.44
3
3.45
6.96
3.36
2.36
0.4.4
1
3
3.50
6.97'
3.32
2.32
0.44
1
4
3.50
6.97
3.32
2.32
0.44
1
4
3 . 5t)
6.92
3.29
2.28
0.44
1
'4
3.51
6.87
3.26
2.25
0.44
i
4
3.51
6.82
3.23
2.21
0.44
1
4
3.52
6.77
3.21
2.18
0.44
i
4
3.52
6.73
3.18
2.15
0.44
1
4
3.53
6.68
3.15
2.12
(_) . 45
i
4
3.53
6.63
3.13
2.09
0.45
1
4
3.54
6.59
3.10
2.05
C-) . 4 5
i
4
3.54
6.55
3.09
2.02
0.45
1
4
3.55
6.50
3.05
1.99
0.45
i
4
3.55
6.46
3.02
1.96
0.45
i
4
3.56
6.42
3.00
1.94
0.45
i
4
3.56
6.38
2.97
1.91
0.45
1
4
3.57
6.34
2.95
1.88
0.45
1
4
3.57
6.31
2.93
1.85
0.45
1
4
3.58
6.27
2.90
1 .82
0.45
i
4
3.59
6.23
2.88
1.80
0.45
1
4
3.59
6.20
2.85
1.77
t-f . 45
1
4
3.59
6.17
2.83
1.74
0.45
1
A.
3.60
6.13
2.81
1.72
0.45
1
4
3.60
6.10
2.78
1.69
0.45
1
4
3.61
6.07
2.76
1.67
0.45
i
4
3.61
6.04
2.74
1.64
0.45
1
4
3.62
6.01
2.71
1.62
0.45
1
4
3.62
5.98
2.69
1.59
0.45
i
4
3.63
5.95
2.67
1.57
0.45
1
4
3.63
5.92
2.65
1.55
0.45
1
4.
3.64
5.89
2.63
1.53
0.45
1
4
3.64
5.87
2.60
1.50
0.45
1
4
3.6,E
5.84
2.58
1.48
O . A.5
1
4
3.65
5.82
2.56
1.46
0.45
1
4
3.66
5.79
2.54
1.44
0.45
1
4
3.66
5.77
2.52
1.42
0.45
1
4
3.67
5.74
2.50
1.40
0.45
1
4
3.67
5.72
2.48
1.38
0.46
1
4
3.68
5.70
2.46
1.36
t y. 46
1
4
3.68
5.68
2.44
1.34
0.46
1
4
3.69
5.66
2.42
1.32
0.46
1
4
3.69
5.64
2.40
1.30
0.46
1
4
3.70
5.62
2.38
1.28
0.46
.46
i
4
3.70
5.60
2.36
1.26
0.46
1
4
3.71
5.59
2.34
1.24
0.46
1
4
3.71
5.56
2.32
1.22
0.46
1
4
3.72
5.55
2.30
1.20
0.46
1
4
3.72
5.53
2.28
1.19
0.46
1
4
3.73
5.51
2.27
1.17
0.4.6
1
4
3.73
5.5C-)
2.2,E
1.15
0.46
1
4
3.74
5.48
2.23
1.14
0.46
i
4
3.74
5.47
2.21
1.12
0.46
1
4
3.75
5.45
2.19
1.10
0.46
1
4
3.75
5.44
2.18
1.09
0.46
1
4
3.76
5.43
2.16
1.07
0.46
i
4
3.76
5.41
2.14
1.06
0.46
1
4
3.77
5.40
2.12
1.04
0.46
i
4
3.77
5.39
2.11
1.03
46
0.46
1
4
3.78
5.3E3
2.09
1.01
0.46
1
4
3.78
5.37
2.07
1 . 00
0. . 46
1
4
3.79
5.36
2.05
0.98
0.46
1
4
3.79
5.35
2.04
0.97
0.46
1
4
3.8i �
5.34
2.02
0.95
0.46
i
4
3.80
5.33
2.01
0.94
0.46

�
�
u"o^
^^""`-
^,,,
,,'~
,,._
4
3.81
5.31 .
. 1.97
0.91
0.47
3.82 '
5.30
1.96
0.90
0.47
4
3.82
5.30'
' 1.94
0.89
0.47
1
4
3.83
5°29
1.93
0.87
0.47
/ 1
4
3.83
5.28
1.91
0.86
0.47
1
14 ~
3.84
5.28
1.90
0"85
0.47 '
1
4
3.84
5.27
1.88
0.84
0.47
1
4
3.85
5.26
1.87
0.83
0.47
1
4
3.85
5.26
1.85
0.81
0.47
1
4
8.86
5.25
1.84
0.80
0.47
1
4
3.86
5.25
1.82
0.79
0.47
1
4
3.87
5.24
1.81
0.78
0.47
1
4
3.87
5.24
1.79
0.77
0.47
1
4
8.88
5.23
1.78
0.76
0"47
1
A.
3.88
5.23
1.76
0.75
0.47
1
4
3.89
5.23
1.75
0.74
0.47
1
4
3.89
5.22
1.74
0.73
0.47
1
4
3.90
5.22
1.72
0.72
0.47
1
4
3.90
5.22
1.71
0.70
0.47
1
4
3.91
5.22
1.70
0.70
0.47
1
4
3.91
5.21
1.68
0.69
0.47
1
4
8.92
5.21
1.67
0.68
0.47
1
4
3.92
5.21
1.66
0.67
0.47
1
4
3.98
5.21
1.64
0.66
0.47
1
4
3.93
5.21
1.63
0.65
0.47
1
4
8.94
5.21
1.62
0.64
0.47
1
4
8"94
5.21
1.60
0.68
0.47
1
4
3.95
5.21
1"59
0.62
0.47
1
5
3.95
5.21
1.59
0.62
0.47
1
5
4.05
5.82
1.56
0"60
0.48
1
5
4.15
6.29
1.54
0"57
0.49
1
5
4.25
6.65
1.51
0.55
0"50
1
5
4.35
6"93
1.49
0.53
0.50
1
5
4.45
7.15
1.46
0.51
0.51
1
5
4.55
7.31
1.44
0.50
0.52
1
5
4.65
7.44
1.42
0.48
0.52
1
5
4.75
7"54
1.40
0"46
0.53
1
5
4.85
7.62
1.88
0.45
0.54
1
5
4.95
7.68
1.35
0.43
0.54
| Seg #
| Reach #
| Seg Ili
| D.O. |
OBOD |
NBOD |
Flow |

WINTER
BOD5=30 NH8�N=20
�~~~ -- '''- '' -'
----����--
MODEL RESULTS ----------
Disoharger
~ = x COUNTRYSIDE
VILLAGE
RETIREMENT
CENTER
Receiving Stream :
TROUBLESOME
CREEK
The End
D.O.
is 9.65
mg/l.
The End
CBOD
is 2.05
mg/l.
The End
_________--__---~-~~^-------~--------------~----------r-----------------------
NBOD
is 2.06
mg/1.
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste Flow
(mg/1)
Milepoint
Reach #
(mg/1)
(mg/1.)
----
(mg/1)
--
(mgd)
-----------
Segment
1
7.47
8.95
4
Reach
1
45.00
90.00
0.00
0.03000
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
01.00
0.00000
Reach
5
0"00
0.00
0"00
0.00000
/
`

## MODEL -SUMMARY DATA #�#
Discharger o COUNTRYSIDE VILLAGE RETIRESubbasin : 030601
Receiving Stream p TROUBLESOME CREEKStream Class: WS I I I -NSW
Summer 7010 . . e 0. 13 Winter 7010 3 0.35
Design Temperatures 14.
ILENGTHI SLOPEI VELOCITY I DEPTHI Kd I Kd 1 Ka I Ka I KN I KN I KNR I KNR I
I mile I ft/mil fps I ft Idesignl 9201 Idesigni 3201 Idesignl 3201 Idesigni 3201 I
-----------------------------------------------------------------------------------------------------
I I I I I I i I I I I I I
Segment 1 1 0.151 27.801 0.133 1 0.45 1 0.25 1 0.33 1 5.86 1 6.671 0.32 1 0.50 1 0.32 1 0.00 1
Reach 1 I I I I I I I I I I I I I
-----------------------------------------------------------------------------------------------------
I 1 I I I 1 I I I I I I I
Segment 1 1 2.001 20.001 0.117 1 0.53 1 0.21 1 0.28 1 3.71 I 4.231 0.32 1 0.50 1 0.32 1 0.00 1
Reach 2 1 1 1 1 1 1 1 1 1 1 1 1 1
-----------------------------------------------------------------------------------------------------
i 1 i I I I I I I 1 I I I
Segment 1 1 1.351 11.101 0.100 1 0.64 1 0.19 1 0.24 1 1.75 1 2.001 0.19 1 0.30 1 0.19 1 0.00 1
Reach 3 1 1 1 1 1 1 1 1 1 1 1 1 1
-----------------------------------------------------------------------------------------------------
1 I I I I I I I I 1 1 I I
Segment 1 1 0.451 1.001 0.010 1 2.13 1 0.15 1 0.20 1 0.18 1 0.201 0.19 1 0.30 1 0.19 1 0.00 1
Reach 4 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
Segment 1 1 1.001 20.001 0.120 1 0.64 1 0.20 1 0.27 1 3.00 1 4.331 0.32 1 0.50 1 0.32 1 0.00 1
Reach 5 1 1 1 1 1 1 1 1 1 1 1 1 1
-----------------------------------------------------------------------------------------------------
I
Flow
I CDOD
I NBOD 1
I
cfs I
mg/1 I
mg/1 I
Segment 1 Reach 1
Waste 1
0.046 1
45.000
1 90. 000 1
Headwaters I
0.350
1 2.000
1 1.000 1
Tributary 1
0.000 0 1
2.000 0
1 1.000 1
* Runoff 1
0.080
1 2.000
1 1- 000 1
Segment 1 Reach 2
Waste 1 0.000 1
Tributary 1 0.000 1
* Runoff 1 0.080 1
Segment i Reach 3
Waste 1 0.000 1
Tributary 1 0.000 1
* Runoff 1 0.070 1
Segment 1 Reach 4
Waste 1 0. 000 1
Tributary 1 0.000 1
* Runoff 1 0.070 1
0.000 1 0.000
2. 000 1
1.000 1
2. 000 1
1.000 1
0. 000 1
0. 000 1
2.000 1
1.000 00 1
2.000 1
1.000 1
0.000 1
0.000 1
2. 000 1
1. t_i00 1
2. 000 I
1.000 1
D.O.
mg/i
0.000
9.280
9.280
9.280
0.0 c)
9.280
9.290
0.000
9.280
9.280
C) . (w) I„) C)
9.280
9.280
Segment 1 Reach 5

W C15 U te gg V V V I
T ' ributary 1 0.000. 1 a.. 000. 1, 1.000 1 9.280
Run6f f 1 0.070 1 2.000 1 1.000 1 9.280
Runoff flow is in afs/mile
(I