NC0065684_Wasteload Allocation_19880426

NPDES WASTE LOAD ALLOCATION
Jam/ Modeler Date Rec.
NCoo �
PERMIT NO.: lo�� I 5So tzj•E�87 435Z
FACILITY NAME:
r
Facility Status:
PROPOSED
(circle OM)
Permit Status:
Wrcie one)
Malor
RENEWA!, leoovWATION UNPERmrn-EO NEW
minor�
Pipe No: 420/
Design Capacity (MGD): 0
Domestic (X
,ee
of Flow): a0/&
Industrial (X of Flow): �✓
Comments: OG. oGr7 4/
-700 . o a a cod_ fN Af .PAAmV, /" pO�G�
RECEIVING STREAM: 1„f � (3�eek-
Class: — Cy
. , A
Sub -Basin: 5: 7 AL
Reference USSG/S_ Quad: 61&IP;F (please attach)
County: �, p -� ✓
Regional Office: As Fa i M, Re We Wi WS
(circle one)
Requested Byrn q/�S Date:
Prepared By ate:
Reviewed By: Date: (—ZS
l a& ASS --
Drainage Area (mid) � -271 Avg. Streamflow (cfs): .v-
7Q10 (cfs)).' Winter 7Q10 (cfs) 0.,S 30Q2 (cfs)
Toxicity Limits: IWC % (circle one) Acute / Chronic
Instream Monitoring:
Parameters n0—IDf�%�/� �f'v
Upstream Location � &114 ��/h - =
Downstream Location A) n- T 4y ' t2L L8 tk) �qch (-241�
Effluent
Characteristics
Summer
Winter
BODE (mg/I)
NHS N (mg/1)
'7
r5
D.O. (mg/0
5
TSS (mg/0
'30
j
F. Col. (/100ml)
(�'U
pH (SU)
Cp -

Request No. :4352
`---------'----~----- WASTELOAD ALLOCATION APPROVAL FORM
Permit Number
: NC0065684
Facility Name
: MID -SOUTH WATER SYSTEMS, INC.
Type of Waste
Status
: DOMESTIC
: EXISTING m -``
Receiving Stream
: GOOSE CRE@9ORw«ENVIRONMENTAL w^^^°~
Stream Class
: C
Suhbasin
: 030712 �J8M15 198'
County
: UNION Drainage Area
(sq mi)
Regional Office
: MRO erage Flow
(cfs)
Requestor
: MACK WIGGINS ~~—~~S0mer 7010
(cfs)
Date of Request
: 12/4/8%� Winter 7010
(cfs)
Quad
: G16NW ' 30Q2
(cfs)
~~--~----------~~`-------
RECOMMENDED EFFLUENT LIMITS
---'--
: SUMMER WINTER
Wasteflow
(mgd): 0.7
5-Day gOD
(mg/1): 10 18
Ammonia Nitrogen
(mg/1): 7 15
Dissolved Oxygen
(mg/l): 5 5
TSS
(mg/1): 30 3()
Fecal Coliform (#/100ml):
1000 1000
pH
(SU): 6-9 6-9
:
:
MONITORING
Upstream (Y/N): Y Location: ABOVE DISCHARGE POINT
Downstream (Y/N): Y Location: APPROX. 0.4 MILE BELOW DISCHARGE POINT
------------^--------------------- COMMENTS --^---`-------------^-------^~----
RECOMMEND TNSTRFAM MONITORING FOR: DO, TEMPERATURE, FECAL COiIFORM, AND
CONDUCTIVITY.
FREQUENCY: WEEKLY FOR SUMMER (APR-OCT) AND MONTHLY FOR WINTER (NOV-MAR).
THIS DISCHARGE WILL INTERACT WITH GOOSE CR UTILITIES, MID -SOUTH WATER SYSTEMS,
AND THE PROPOSED IDLEWILD ACRES.
Recommended by Date /~/`_~��~_
Reviewed by:
Tech, Support Supervisor
Regional Supervisor
Permits & Engineering
Date
Date
FEBRETURN TO TECHNICAL SERVICES BY 12 1988

�
^ . `
SUMMER
,
MID -SOUTH AT 0.7
MOD
AND OTHER
AT
THEIR EXIST
LIMITG
----------
MODEL
RESULTS ----------
Discharger
:
HUNTLEY
CREEK SUBDIVISION
Receiving Stream :
GOOSE CREEK
The End
D.O.
is 6.50
mg/l.
The End
CBOD
is 9.30
mg/l.
The End
. __________________________________________________________~___________
NBOD
is 9.58
mg/l.
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste Flow
(mg/1)
Milepoint
Reach
# (mg /l)
(mg /l)
(mg /l)
<mgd)
Segment
1
5.03
0.60'
2
. Reach
1
16.50
22.50
5.00
0.17500
' Reach'
2
24.00
22.50
5.00
0.70000
Reach
3
15.00
31.50
5.00
0.70000
Reach
4
25.50
36.00
5.00
1.00000
Reach
5
0.00
0.00
0.00
0.00000
Reach
6
0.00
0.00
0.00
0.00000
Reach
7
0.00
0.00
0.00
0.00000
Reach
8
0.00
0.00
0.00
0.00000
Segment
2
4.82
0.36
. 1
Reach
1
18.00
18.00
6.00
0.00400
Segment
3
6.23
0.00
1
` Reach
1
0.00
0.00
0.00
0.00000

Seg
Reach # |
Seg Mi
D.O.
| CBOD
1
1
0.00
5.62
12.59
1
1
0.06
5°44
12.43
1
1
0.12
5.31
12.26
1
1
0.18
5.21
12.10
1
1
0.24
5.15
11.94
1
1
0.30
5.10
11.78
1
1
0.36
5.08
11.62
1
1
0.42
5.08
11.46
1
1
0.48
5.08
11.31
1
1
0.54
5.10
11.16
1
1
0.60
5.13
11.01
1
2
0.60
5.03
20.69
1
2
0.65
5.04
20.56
1
2
0.70
5.05
20.43
1
2
0.75
5.06
20.30
1
2
0.80
5.07
20.17
1
2
0.85
5.03
20.04
1
3
0.85
17.89
1
3
0.89
5.12
17.77
1
3
0.93
5.18
17.66
1
3
0.97
5.25
17.54
1
3
1.01
5.30
17.43
1
8
1.05
5.36
17.32
1
3
1.09
5.41
17.20
1
3
1.13
5.46
17.09
1
3
1.17
5.51
16.98
1
3
1.21
5.55
16.87
1
3
1.25
5.59
16.77
1
4
1.25
5.37
20.01
1
4
1.31
5.47
19.92
1
4
1.37
5.56
19.83
1
4
1.43
5.64
19.74
1
4
1.49
5.71
19.65
1
4
1.55
5.78
19.56
1
4
1.61
5.84
19.48
1
4
1.67
5.89
19.89
1
4
1.73
5.94
19.30
1
4
1.79
5.98
19.21
1
4
1.85
6.02
19.13
1
5
1.85
6.02
19.13
1
5
1.87
6.13
19.09
1
5
1.89
6.22
19.06
1
5
1.91
6.31
19.02
1
5
1.93
6.39
18.99
1
5
1.95
6.47
18.96
1
5
1.97
6.53
18.92
1
5
1.99
6.59
18.89
1
5
2.01
6.65
18.85
1
5
2.03
6.70
18.82
1
5
2.05
6.74
18.79
1
5
2.07
6.79
18.75
1
5
2.09
6.82
18.72
1
5
2.11
6.86
18.68
1
6
2.11
6.86
18.68
1
6
2.20
6.77
18.55
1 `
6
2.29
6.70
18.41
1
6
2.38
6.66
18.28
.
,
" ^-,
/- �o
,o "^
SUMMER
MID -SOUTH
AT 0.7
MGD AND OTHER
AT THEIR
EXIST
LIMITS
NBOD 1 Flow
16.71
0.37y^"^^o��
| �J
�1,�`^^�
16.23
0.87
15.76
0.37
15.31
0.37
14.87
0.37
14.45
0.37
14.03
0.37
13.63
0.37
13.24
0.37
12.86
0.87
12.49
0.37
�=�� [�`09�u�
19.95
1.46
19.78
1.46
19.61
1.46
19.44
1.46
19.28
1.46
19.11
1.46
.���w14�h/�'..,
24.40
2.54��/L/w~°='-~
n
24.22
2.55
24.03
2.56
23.85
2.57
23.67
2.57
23.49
2.58
23.31
2.59
23.14
2.60
22.96
2.61
22.79
2.61
22.62
2.62�L
.)\���� }��,�
m/=~= ''
27.59
4.17'�mmU�
27.45
4.17
27.31
4.17
27.17
4.17
27.03
4.17
26.90
4.17
26.76
4.17
26.62
4.18
26.49
4.18
26.36
4.18
26.22
4.18
26.22
4.18
26.16
4.18
26.11
4.18
26.05
4.18
25.99
4.18
25.94
4.18
25.88
4.18
25.82
4.18
25.77
4.18
25.71
4.18
25.65
4.18
25.60
4.18
25.54
4.18
25.49
4.18
25.49
4.18
25.18
4.18
24.89
4.18
24.59
4.19
o^ 1:10
LL I

6 ^
.56
6.60
18.01
24.02
4.19
l
6
2.65
6.59
17.88
23.73
4.19
_
' ` 1 '
6
2.74
6.58
17.75
23.45
4.19
1
6
2.83
6.58
17.62
23.18
4.19
. 1
6
2.92
6.58
17.49
22.90
4.20
1
6
3.01
6.59
17.36
22.63
4.20
1
7
3.01
6.59
17.36
22.63
4.20
1
7
8.11
6.46
17.23
22.40
4.20
1
7
3.21
6.35
17.09
22.18
4.20
1
7
3.31
6.26
16.96
21.95
4.20
1
7
3.41
6.18
16.88
21.73
4.21
1
7
3.51
6.12
16.70
21.51
4.21
1
7
3.61
6.07
16.57
21.29
4.21
1
7
3.71
6.02
16.44
21.07
4.21
1
7
3.81
5.99
16.31
20.86
4.21
1
7
3.91
5.96
16.18
20"65
4.22
1
7
4.01
5.94
16.06
20.44
4.22
1
7
4.11
5.92
15.93
20.23
4.22
1
7
4.21
5.91
15.81
20.03
4.22
1
7
4.81
5.91
15.68
19.82
4.22
1
7
4.41
5.90
15.56
19.62
4.23
1
7
4.51
5.90
15.44
19.42
4.23
1
7
4.61
5.91
15.82
19.23
4.23
1
7
4.71
5.91
15.20
19.03
4.23
1
8
4.71
5.92
15.11
18.90
4.26
1
8
4.91
5.84
14.86
18.48
4.26
1
8
5.11
5.80
14.62
18.07
4.27
1
8
5.31
5.77
14.39
17.66
4.27
1
8
5.51
5.76
14.15
17.27
4.27
1
8
5.71
5.77
13.93
16.88
4.27
1 '
8
5.91
5.78
13.70
16.50
4.27
1
8
6.11
5.80
18.48
16.13
4.28
1
8
6.31
5.83
13.26
15.77
4.28
1
8
6.51
5.86
13.05
15.42
4.28
1
8
6.71
5.89
12.84
15.07
4.28
1
8
6.91
5.98
12.63
14.74
4.2q
1
8
7.11
5.97
12.43
14.41
4.29
1
8
7.31
6.00
12.23
14.09
4.29
1
8
7.51
6.04
12.03
13.77
4.29
1
8
7.71
6.08
11.83
13.46
4.29
1
8
7.91
6.12
11.64
13.16
4.29
1
8
8.11
6.16
11.46
12.87
4.30
1
8
8.31
6.19
11.27
12.58
4.80
1
8
8.51
6.23
11.09
12.30
4.30
2
1
0.00
6.00
18.00
18.00
0.01
2
1
0.09
5.35
17.01
17.23
0.01
2
1
0.18
5.01
16.07
16.50
0.01
2
1
0.27
4.86
15.18
15.79
0.01
2
1
0.36
4.82
14.35
15.12
0.01
2
1
0.45
4.86
13.55
14.47
0.01
2
1
0.54
4.95
12.81
13.85
0.01
2
1
0.63
5.05
12.10
13.26
0.01
2
1
0.72
5.17
11.43
12.70
0.01
2
1
0.81
5.30
10.80
12.15
0.01
2
1
0.90
5.42
10.21
11.63
0.01
3
1
0.00
6.23
11.09
12.30
4.31
3
1
0.10
6.23
10.99
12.14.
4.31
3
1
0~20
6.24
10.89
11.99
4.31
3
1
0.30
6.25
10.80
11.84
4.3l
3
1
0.40
6.26
10.70
11.70
4.32
3
1
0.50
6.27
10.61
11.55
4.32
3
1
0.60
6.28
10.52
11.41
4.82
3
1
0.70
6.30
10.43�
11.27
4.32
3
1
0.80
6.81
10.33
11.13
4.33
3
1
0.90
6.82
10.24
10.99
4.33
o
,
, oo
4. o^
I o , "n
i o n/-
/` 1�1-4

1
1.10
6.35
10.06
10.72
4.83
.8
3
1
1.20
6.37
9.98
10.59
4~34
^ 3 `
1
1.30
6.89
9.89
10.46
4.34
3
1
1.40
6.40
9.80
10.33
4.34
3
1
1.50
6.42
9.72
10.20
4.34
8
1
1.60
6.43
9.63
10.07
4.35
3
1
1.70
6.45
9.55
9.95
4.35
3
1
1.80
6.47
9.46
9.83
4.35
3
1
1.90
6.4B
9.38
9.70
4.35
8
1
2.00
6.50
9.30
9.58
4.86
| Seg # |
Reach #
Seg Mi |
D.O. |
CBOD |
NBOD |
Flow (
^ I.

.'IUMME:Ei fW 56oil ,
e f�4
---------- MODEL. RESULTS --.._.....--------._..
Discharger : HUNTLEY CREEK: SUBDIVISION
Receiving Stream : GOOSE CREEK;
---------------------------------------------------------------------
The End D.O. is 6.47 mg/l.
The End CBOD is S.9F_' mg/l.
The End NBOD is 7.85 mg/l.
Segment I
Reach 1
Reach 2
Reachl
Reach 4
Reach S
React- 6
Reach 7
Reach 8
Segment 2
Reach 1
Segment 3
Reach i
DO Min
(mg/1) Milepoint Reach 4
5.03 0.60 2
4.82 0.36
6.14 0.00
WLA
CBOD
(mg/I)
16.50
24.00
15.00
25.50
0.00
0.00
0.00
0.00
1
1
0.00
WLA
WLA
NBOD
DO
Waste Flow
(mg/1)
(mgd)
P2.. J£_)
5.00
0.17500
22.50
5.00
0.70000
11.50
5.00
0.20400
36.00
5.00
1.00000
0.00
0.00
0. (?i 0oo
0.00
0.00
0.00000
0.00
0.00
0.00000
0.00
0.00
0.0000r)
18.00
6.00
0.0040.)

mg#:
Reach l;sGM::
cc ;moo
I
!
wm
5.62
1239
!
!
0.06
5.
12.43
I
!
«!e
wy
1236
!
!
0.18
wm
mxo
!
!
034
5.15
11.94
!
!
0.30
5.10
lnve
I
!
0.
5.08
11,
!
!
_ '
S. m\
•�
!
!
48
s m
11.31
I
!
0.54
GIo
11.16
!
0.60
5.13
11.01
!
\
mm
20.69
!
e
0.65
5.04
20.56
!
e
0.70
Gr
m&a
!
a
m,!
5.06
20.30
!
e
«m
5.07
20a9
!
e
0.85
5.08
20.04
!
a
0.e5
19.16
!
s
o.m
5.10
±.q
!
e
0.93
5.14
18.83
!
a
0.97
5.18
Ism
!
a
co!
yc
!Ey
!
a
!.m
GG
18353
!
e
1.09
5 8
18.20
!
a
!aa
G@
±3«
!
a
&!v
G m
i7.89
I
a
131
5.37
17.74
!
a
1.25
17.59
!
I. ns
.22
21.20
!
\
cy
w 30
ecm
!
4
wp
Gk
2039
!
4
1.43
5.45
20.88
I
4
!me
5.51
20.78
!
4
1.55
yq
ma?
I
4
1.61
5.62
20.57
I
4
1.67
5.67
20.46
!
4
Iwa
5.71
20.36
I
4
i.79
5.75
20.26
!
4
1.85
5.79
20.16
!
s
Res
5.79
20.16
!
s
1.87
5.90
20.12
!
s
1.e9
6.01
20.08
!
s
1a1
6.11
20.04
!
s
1.93
6.20
20.00
!
s
1.95
6.28
19.96
!
,
c97
6.35
19.92
!
s
1&9
6.41
19.38
!
s
±o!
6.43
19.84
!
!
603
cq
19.80
!
s
wm
658
19.E
!
s
2x7
6.63
19.73
!
:
2.09
6.67
19.69
!
t
eat
6.71
19.65
!
6
2x1
6.71
!mom
!
6
620
sq
Gag
!
6
2.29
6.53
19.33
1
6 '
2138
6.47
!Rw
SUMMER
MID -SOUTH
AND ALL OTHER DISCH
7 THEIR
EXIST
wm.
mm ; mow
:
a3!
0.37
guar/
16.23
0.37
15.76
ogy
15.31
0.37
14.87
,a9
14.45
0.37
14.03
0.
G as
0. q
13.24
oa,
12.86
0.37
12.49
037
G oV-2.
19.95
1.46
193e
!»a
19.61
1.46
19.44
1.46
19.29
cab
19.11
1.46
21.29
1.77
&ate "Y
21.07
!w7
m W
!&e
20.64
1.79
20.43
1.90
20.22
1.81
m »!
1.81
19.81
1.92
19.61
1.83
19.41
1.94
19.21
1.3
yy Rm3
26.87
3. 40
:wg
3.40
26.56
3.40
.40
3.40
ama
±m
26.09
3.40
25.93
3.40
q.m
3.40
25.63
3.40
25.47
ym
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