NC0046809_Wasteload Allocation_19900820

Refer : Basinwide / Streamline WLA File
Completed By Permits & Engineering
At Front Of Subbasin
PERMIT NO.: NC0046809
NPDES WASTE LOAD ALLOCATION
PERMITTEE NAME: The Pentecostal Holiness Church / Pentecostal
Facility Status: Existing
Permit Status: _Renewal /'
Major Minor
Pipe No.: 001
Design Capacity: .004 & .020
Domestic (% of Flow): 100 %
Industrial (% of Flow):
Comments:
This is a waste load allocation request for both 0,004MGD
and 0.020MGD.
RECEIVING STREAM: an unnamed tributary to Benaja Creek
Class: WS-III NSW
Sub -Basin: 03-06-01
Reference USGS Quad: C2ONW
County: Guilford
Regional Office: Winston-Salem Regional Office
Previous Exp. Date: 11/30/90 Treatment Plant Class: 1
Classification changes within three miles:
No change within three miles.
(please attach)
Requested by: Mack Wiggins Date: 6/14/90
Prepared by: v ., _ / Date: 8 u 40
Reviewed by: �)UiL6,- l '-y' - Date: / ^ ()
off .a.. 0....-�J GG
Modeler
Date Rec.
#
ikon
‘(Is 9(3
51ss(A,a
Drainage Area (mi2 ) O. S? Avg. Streamflow (cfs): p.
7Q10 (cfs) b n? Winter 7Q10 (cfs) o , 17 30Q2 (cfs) o. j 7
Toxicity Limits: IWC 3 % Acute/(hronic
Instream Monitoring:
Parameters -P.o. , t%Fc4L coLi, conoDucri%/a?y
Upstream 1 Location AT LEAST 100 W'
Location AT LA5T Loa / po w„4
0•004 /KGb O.OZo
Downstream
Effluent
Characteristics
A(Wil4Tr2.
B(sui iCig)
BOD5 (mg/1)
3 0
30
NH3-N (mg/1)
D.O. (mg/1)
TSS (mg/1)
3 0
30
F. Col. (/100 ml)
Zoo
Zoo
pH (SU)
( _ q
_ 9
PLOTLD
Comments: kcit.rry t5 A 5>rASoM,4t. t5ct-1A2ztC2 . A (wLAJTeR)
L5 0- 004- n14 b AND $ CsuMM.61L) is 0. OZ ,rv1G D • FAcn u Ty
50oi.&LD moNtToR- roA.. OLL CREASE AND MIMS. /4ofz�
sr24!' AJr un,uTS old ANT/UE - 1'vpui . AtAy g6REqui/WI)
rnr Tat Radice.

nGVCJ V U
N.C. Dept. NRCD
AN101990
Winston-Sa!Am
Regional Otzice
WASTELOAD ALLOCATION APPROVAL FORM
Facility Name:
NPDES No.:
Type of Waste:
Status:
Receiving Stream:
Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Quad:
Pentecostal Holiness Church
NC0046809
100% Domestic
Existing/Modif
UT Benaja Creek
WS-III,NSW
030601 Drainage
Guilford Summer
WSRO Winter
M. Wiggins Average
6/14/90
C2ONW
RECOMMENDED EFFLUENT LIMITS
Wasteflow (mgd) :
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1) :
TSS (mg/1) :
Fecal coliform (#/100m1):
pH (su) :
Toxicity Testing:
EXISTING
sum/win
0.025
13/18
4/10
6
30
1000
6-9
Chronic Q P/F
MONITORING
Request No.: 5755
area:
7Q10:
7Q10:
flow:
30Q2:
0.870 sq mi
0.07 cfs
0.17 cfs
0.96 cfs
0.17 cfs
PROPOSED
A (win)
0.004
30
B (sum)
0.020
30
30
200
6-9
at 31 % NAR RowV) -61/
30
200
6-9
Monitoring parameters: D.O., Fecal coli, Spec. cond
Upstream (Y/N):.Y Location: at least 100 ft. upstream
Downstream (Y/N): Y Location: at least 100 ft. down
COMMENTS
This facility is a seasonal discharger. They wish to modify their permit
to take into account their low winter flow of 0.004 MGD and summer flow
of 0.02 MGD. The BOD5 limit will be less stringent. OVIIPS WRS KRp /Mos)
Compliance data indicates BOD5, TSS, Fecal, and NH3 violations. This could
be due to seasonal/intermittent discharge. The permittee is currently
pursuing an SOC.
Facility should monitor for Oil & Grease and MBAS.
Chlorine toxicity may be a problem, so letter will be sent. If modifi-
cation to the facility occurs, then permittee should dechlorinate.
More stringent limits on nutrient inputs may be required in the future.
Recommended by:
Reviewed by
Tech Support Supervisor:
Regional Supervisor:
Permits & Engineering:
RETURN TO TECHNICAL SUPPORT BY: SEP 07 1990
Date:
Date:
Date:
Date:

10/89
Facility Name /a,-p.cp52-4L ilow ES5 coacii Permit # NC,a 444 Y
CHRONIC TOXICITY TESTING REQUIREMENT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity in any two consecutive toxicity tests,
using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is 31 % (defined as treatment two in the North Carolina procedure
document). ..The permit holder shall perform guarterry monitoring using this procedure to establish
compliance with the permit condition.. The. first test will be performed after thirty days from
issuance of this permit during the n onths of , tn., NoY, �, AMY . Effluent
sampling°.for.this testing shatfl be performed at the NPDES permitted final effluent discharge below
all treatmentprocesses.
•
x-:
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge onto ring Form (MR-1),for the month in which it was performed,using the parameter
code T P3B•:,Additionally;=DFMForm AT-1 (original) is to be sent to the following address:
ttentioii: Environmental Sciences Branch
North Carolina Division of
Environmental Management
P.O. Box 27687
Raleigh, N.C. 27611
Test data shall. be complete and accurate and include all st.gPporting chemical/physical measurements
performed in -association with the toxicity tests, as well as all dose/response data. Total residual
chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina
Division of Environmental Management indicate potential impacts to the receiving stream, this
permit may be re -opened and modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum
control organism survival and appropriate environmental controls, shall constitute an invalid test
and will require immediate retesting(within 30 days of initial monitoring event). Failure to submit
suitable test results will constitute noncompliance with monitoring requirements.
7Q10 O.Orl cfs
Permited Flow D•O2. MGD Recommended by:
IWC% 30. C*
Basin & Sub -basin 030601
Receiving Stream UT leEAt4SA C&EK
County Chuqv/Lb
4efade;.4.
Date livtiqo
**Chronic Toxicity (Ceriodaphnia) P/F at 31 %, �i�Nov See Part 3 , Condition 44. .

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AMMONIA ANALYSIS:
SUMMER
7Q10: 0.07 cfs
NH3-N Effl. Conc: 22.70 mg/1
Standard (1 mg/1): 1000 ug/1
Upstream NH3-N Conc.: 220.00 ug/1
Design Flow: 0.0200 MGD
Predicted NH3-N Instream: 7119.8 ug/1
7.1198 mg/1
NH3-N Limit: 2761.2 ug/1
2.7612 mg/1
WINTER
7Q10: 0.17 cfs
NH3-N Effl. Conc: 22.70 mg/1
Standard (1.8 mg/1): 1800 ug/1
Upstream NH3-N Conc.: 220.00 ug/1
Design Flow: 0.0040 MGD
Predicted NH3-N Instream: 1011.0 ug/1
1.0110 mg/1
NH3-N Limit: 45122. ug/1
45.122 mg/1

INSTREAM SELF -MONITORING DATA
MONTHLY AVERAGES
Discharger: s-r-A C-futzcrf Permit No.: NCH
Receiving Stream: O t.)A-fik- Cfg- Sub -basin:
Upstream Location:
Upstream r' t-1
DATE TEMP D.0. COND
-90 G �
NOV- 90
OCT-90
SEP-90
AUG-90
JUL-90
JUN-90
MAY-90
APR-90 LorJ - p&• i.tpi J4 k5 OeuVED
MAR- 90
FEB-90
JAN-90 11
DEC-89
NOV-89 w - ()LAM" Log�0/81
OCT-89
SEP-89,
AUG-89 ' t- �.rv(9- 4i i 414-��no) 6,9 -7. 9
JUL-8 9 o�pD"�' i 4).44 A G3261100) co ,°1
JUN- 8 9, UA5 AD_
MAY-8 9 c1°°!t i So
APR-89
MAR-89
FEB-89
AN- 8 9
DEC-88
000 NOV- 8 8 9 (40 $.2(8.1 Zs 7. a - 7. 3
`°° 1bCT-88 1( (poi '. I (1.1 -lc
SEP-88
Downstream Location
,1
NO Flo VJ
I
AUG-88
JUL-88
JUN-88
MAY-88
APR- 8 8
MAR- 88
FEB-88
JAN-88
DEC-87
NOV-87
OCT-87
SEP-87
AUG-87
JUL-87
JUN-87
MAY-8 7
APR-87
MAR- 87
FEB-87
JAN-87
7
Downstream
TEMP D.O. BOD5 COND
14-6 b) 1.4( )
7o(o)
4 7(.oc2)
o /Zo)
g.o(7.e) 2-70 52
_112_ 7.5 ') 46
G.4-7.2

(F2oM M1) S
iktv E1- FOR iouiT J M f-► P )
CJ
C 71D
0
-N 700
d
m0
6g0
`,70
GGO
C0
it ac n St C. m
Br0.elck
Slope Calcu 4tian S
To- 06
700 - 610 . --
33.33 4/,.ic
U "0 q — 660 {t
232.
(ICv
113
7 0'J
(''10
6`6u
L(00
0
,10
Z,gz
d i st S l oy'-
,
Sk
1 9;d�ns
r;k D,J
:13 13,70
1,31 I-I,39
((��e �1`t( c
onftPoecl
rtY- e�`C
(\f :411 )v1 (\at
It
I,U
Z D I + 3 0
0, C-
�f, i, `,)

St r c c CV r
CI a; st c re, A -
era C
Calculation S
----
6C 0 - 4,L10
11. 0
LI. 1 3
cum
kv dist
0
st s
(>1:1' 0 + 6
o
l'(-
t,,,z;
le 5I
6 flt.
at
Cl
re ci
1,...
-f-'
I
cf
>
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o
1
tfi
c's
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i
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A
L
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en
::
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tif
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i
-
-1 —
-
-
. — -

MODEL RESULTS
SUMMER
BOD5=30, NH3-N=2.76
( Aro Povsrm mop,NcwcEc
Discharger : PENTECOSTAL HOLINESS CHURCH
Receiving Stream : UT BENAJA CREEK
The End D.O. is 7.28 mg/1.
The End CBOD is 1.87 mg/1.
The End NBOD is 0.96 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 5.06 0.00 1
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Reach 7
Reach 8
Reach 9
Segment 2 7.12 0.15 1
Reach 1
Reach 2
Ct C oS'TAL Ci-lukC ri
3) r 2 5P,e-1 TI)
I) 45.00 12.42
0.00 0.00
0.00 0.00
0.00 0.00
2) 45.00 90.00
0.00 ' 0.00
0.00 0.00
0.00 0.00
3) 45.00 90.00
0.00
0.00
0.00
0.00
0.00 0.02000
0.00 0.00000
0.00 0.00000
0.00 0.00000
0.00 0.03000
0.00 0.00000
0.00 0.00000
0.00 0.00000
0.00 0.00100
0.00 0.00000
0.00 0.00000

SUMMER
BOD5=30, NH3-N=2.76
I Seg #
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
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
•1
1
1
1
1
1
1
I Reach #
1
1
1
1
1
1
1
1
1
2
2
2
2
2
2
2
3
3
3
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
5
5
5
5
5
5
5
5
5
5
5
5
5
5
6
6
6
6
6
6
6
I Seg Mi 1
0.00
0.05
0.10
0.15
0.20
0.25
0.30
0.35
0:40
0.40
0.45
0.50
0.55
0.60
0.65
0.70
0.68
0.73
0.78
0.76
0.81
0.86
0.91
0.96
1.01
1.06
1.11
1.16
1.21
1.26
1.31
1.36
1.41
1.46
1.51
1.47
1.52
1.57
1.62
1.67
1.72
1.77
1.82
1.87
1.92
1.97
2.02
2.07
2.12
2.08
2.13
2.18
2.23
2.28
2.33
2.38
D.O.
5.06
5.29
5.49
5.67
5.83
5.96
6.09
6.20
6.30
6.30
6.46
6.60
6.72
6.82
6.90
6.97
6.97
6.95
6.94
7.17
7.19
7.21
7.23
7.25
7.27
7.28
7.30
7.31
7.33
7.34
7.36
7.37
7.38
7.39
7.40
6.80
6.74
6.69
6.65
6.62
6.59
6.57
6.55
6.54
6.53
6.53
6.53
6.53
6.54
6.62
6.62
6.63
6.63
6.64
6.65
6.66
I CBOD
15.20
14.49
13.84
13.24
12.68
12.16
11.67
11.22
10.79
10.79
10.39
10.01
9.65
9:31
8.99
8.69
8.69
8.42
8.17
4.19
4.13
4.07
4.01
3.96
3.90
3.85
3.79
3.74
3.69
3.64
3.59
3.54
3.50
3.45
3.41
6.79
6.66
6.54
6.42
6.31
6.19
6.09
5.98
5.88
5.77
5.68
5.58
5.49
5.40
5.05
5.00
4.95
4.89
4.84
4.79
4.74
I NBOD
4.51
4.27
4.05
3.85
3.66
3.48
3.32
3.17
3.03
3.03
2.90
2.78
2.67
2.56
2.46
2.36
2.36
2.30
2.23
1.44
1.41
1.39
1.37
1.34
1.32
1.30
1.28
1.26
1.24
1.22
1.20
1.18
1.16
1.14
1.13
8.36
8.14
7.94
7.74
7.55
7.36
7.18
7.01
6.84
6.68
6.52
6.36
6.21
6.07
5.55
5.47
5.38
5.30
5.21
5.13
5.05
Flow I
0.10
0.11
0.11
0.11
0.12
0.12
0.13
0.13
0.13
0.13
0.14
0.14
0.15
0.15
0.15
0.16
0.16
0.16
0.17
0.47
0.47
0.47
0.48
0.48
0.49
0.49
0.49
0.50
0.50
0.51
0.51
0.51
0.52
0.52
0.53
0.57
0.58
0.59
0.59
0.60
0.61
0.61
0.62
0.63
0.64
0.64
0.65
0.66
0.67
0.74
0.74
0.74
0.74
0.75
0.75
0.75

1 6 2.43 6.67 4.69 4.97 0.75
1 6 2.48 6.68 4.64 4.90 0.75
1 6 2.53 6.69 4.60 4.82 0.75
1 6 2.58 6.71 4.55 4.74 0.75
1 7 2.55 6.71 4.55 4.74 0.75
1 7 2.60 6.64 4.50 4.67 0.75
1 7 2.65 6.57 4.46 4.60 0.75
1 7 2.70 6.50 4.42 4.53 0.76
1 7 2.75 6.44 4.38 4.46 0.76
1 7 2.80 6.38 4.33 4.39 0.76
1 7 2.85 6.33 4.29 4.32 0.76
1 7 2.90 6.28 4.25 4.25 0.76
1 7 2.95 6.23 4.21 4.18 0.76
1 7 3.00 6.18 4.17 4.12 0.76
1 7 3.05 6.14 4.13 4.06 0.76
1 7 3.10 6.09 4.09 3.99 0.76
1 8 3.10 7.13 2.29 1.41 5.56
1 8 3.15 7.13 2.27 1.40 5.56
1 8 3.20 7.13 2.26 1.38 5.56
1 8 3.25 7.13 2.25 1.37 5.56
1 8 3.30 7.12 2.23 1.35 5.56
1 8 3.35 7.12 2.22 1.34 5.56
1 8 3.40 7.12 2.21 1.33 5.56
1 8 3.45 7.12 2.19 1.31 5.56
1 8 3.50 7.12 2.18 1.30 5.56
1 9 3.48 7.12 2.19 1.33 5.57
1 9 3.53 7.11 2.18 1.31 5.57
1 9 3.58 7.11 2.17 1.30 5.57
2 1 0.00 7.12 2.16 1.29 5.77
2 1 0.05 7.12 2.15 1.28 5.77
2 1 0.10 7.12 2.14 1.26 5.77
2 1 0.15 7.12 2.12 1.25 5.77
2 1 0.20 7.12 2.11 1.24 5.77
2 1 0.25 7.12 2.10 1.22 5.77
2 1 0.30 7.12 2.09 1.21 5.77
2 2 0.30 7.19 2.05 1.13 9.67
2 2 0.35 7.20 2.04 1.12 9.67
2 2 0.40 7.20 2.03 1.11 9.67
2 2 0.45 7.21 2.02 1.10 9.67
2 2 0.50 7.21 2.01 1.09 9.67
2 2 0.55 7.22 2.00 1.08 9.67
2 2 0.60 7.22 1.99 1.07 9.67
2 2 0.65 7.22 1.98 1.06 9.67
2 2 0.70 7.23 1.97 1.06 9.67
2 2 0.75 7.23 1.97 1.05 9.67
2 2 0.80 7.24 1.96 1.04 9.67
2 2 0.85 7.24 1.95 1.03 9.67
2 2 0.90 7.25 1.94 1.02 9.67
2 2 0.95 7.25 1.93 1.01 9.67
2 2 1.00 7.26 1.92 1.01 9.67
2 2 1.05 7.26 1.91 1.00 9.67
2 2 1.10 7.26 1.90 0.99 9.67
2 2 1.15 7.27 1.89 0.98 9.67
2 2 1.20 7.27 1.88 0.97 9.67
2 2 1.25 7.28 1.87 0.97 9.67
2 2 1.30 7.28 1.87 0.96 9.67
I Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow I

*** MODEL SUMMARY DATA ***
Discharger : PENTECOSTAL HOLINESS CHURCH Subbasin : 030601
Receiving Stream : UT BENAJA CREEK Stream Class: WSIII-
Summer 7Q10 : 0.07 Winter 7Q10 : 0.17
Design Temperature: 26.0
!LENGTH' SLOPE' VELOCITY 1 DEPTH' Kd 1 Kd 1 Ka 1 Ka 1 KN I
I mile I ft/mil fps 1 ft Idesign l @201/2 Idesign l @20' Idesign'
1 I 1 1 1 1 1 1 I
Segment 1 1 0.401 25.001 0.100 1 0.28 10.45 1 0.34 1 5.13 1 4.501 0.79
Reach 1 1 1 1 1 1 1 1 1 I
1 1 1 1 1 1 1 1 I
Segment 1 1 0.301 33.331 0.100 1 0.31 1 0.46 1 0.35 1 6.84 1 6.001 0.79
Reach 2 1 1 1 1 1 1 1 1 I
Segment 1
Reach 3
1 1 1 1 1 1 1 I
0.121 14.151 0.100 10.33 1 0.38 10.29 1 2.90 I 2.551 0.48
1 1 1 1 1 1 1 I
1 1 1 1 1 1 1 1 I
Segment 1 1 0.771 14.151 0.100 10.58 1 0.33 1 0.25 1 2.90 1 2.551 0.48
Reach 4 1 1 1 1 1 1 1 1 I
Segment 1
Reach 5
1 1 1 1 1 1 1 1
0.691 14.151 0.100 10.65 1 0.32 1 0.24 1 2.90 I 2.551 0.48
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 I
Segment 1 1 0.541 14.151 0.100 1 0.71 1 0.32 1 0.24 1 2.90 I 2.551 0.48
Reach 6 1 1 1 1 1 1 1 1 I
Segment 1
Reach 7
I I 1 1 1 1 1 I
0.58I 4.061 0.100 10.72 1 0.29 1 0.22 1 0.83 1 0.73I 0.48
1 1 1 1 1 1 1 I
1 1 1 1 1 1 1 1 I
Segment 1 1 0.401 4.06I 0.143 1 1.61 1 0.28 10.21 1 1.19 I 1.041 0.48
Reach 8 1 1 1 1 1 1 1 1 I
Segment 1
Reach 9
1 1 1 1 1 1 1 I
0.121 4.061 0.142 1 1.62 1 0.28 1 0.21 1 1.18 I 1.041 0.48
1 1 1 1 1 1 1 I
1 1 1 1 1 1 1 1 I
Segment 2 1 0.341 4.061 0.144 1 1.64 1 0.28 1 0.21 1 1.20 I 1.051 0.48
Reach 1 1 1 I 1 1 1 1 1 I
1 1 1 1 1 1 1 1 I
Segment 2 1 1.001 4.061 0.180 1 1.89 1 0.28 10.21 1 1.50 1 1.321 0.48
Reach 2 1 1 1 1 1 1 1 1 I

I Flow I CBOD 1 NBOD 1 D.O. I
I cfs I mg/1 1 mg/1 1 mg/1 I
Segment 1 Reach 1
Waste I. 0.031 145.000 1 12.420 1 0.000
Headwaters) 0.070 1 2.000 1 1.000 1 7.300
Tributary I 0.000 1 2.000 1 1.000 1 7.300
* Runoff I 0.080 1 2.000 1 1.000 I 7.300
Segment 1 Reach 2
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 0.000 I 2.000 I 1.000 I 7.300
* Runoff I 0.080 I 2.000 1 1.000 I 7.300
Segment 1 Reach 3
Waste I 0.000 I 0.000 I 0.000 1 0.000
Tributary I 0.000 1 2.000 I 1.000 1 7.300
* Runoff I 0.080 I 2.000 I 1.000 I 7.300
Segment 1 Reach 4
Waste I 0.000 1 0.000 I 0.000 1 0.000
Tributary I 0.300 I 2.000 1 1.000 1 7.300
* Runoff I 0.080 1 2.000 1 1.000 I 7.300
Segment 1 Reach 5
Waste I 0.046 1 45.000 190.000 I 0.000
Tributary I 0.000 I 2.000 I 1.000 I 7.300
* Runoff I 0.145 I 2.000 I 1.000 1 7.300
Segment 1 Reach 6
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 0.075 I 2.000 I 1.000 I 7.300
* Runoff I 0.022 1 2.000 I 1.000 I 7.300
Segment 1 Reach 7
Waste I 0.000 1 0.000 1 0.000 I 0.000
Tributary I 0.000 I 2.000 I 1.000 1 7.300
* Runoff I 0.022 1 2.000 I 1.000 1 7.300
Segment 1 Reach 8
Waste I 0.000 I 0.000 1 0.000 I 0.000
Tributary I 4.800 1 2.000 I 1.000 I 7.300
* Runoff I 0.000 I 2.000 1 1.000 I 7.300
Segment 1 Reach 9
Waste I 0.002 145.000 190.000 I 0.000
Tributary I 0.000 I 2.000 1 1.000 I 7.300
* Runoff I 0.000 I 2.000 I 1.000 I 7.300
Segment 2 Reach 1
Waste I 0.000 I 0.000 I 0.000 1 0.000

Headwaters) 0.000 I 2.000 I 1.000 I 7.300
Tributary I 0.200 I 2.000 I 1.000 I 7.300
* Runoff I 0.000 I 2.000 I 1.000 1 7.300
Segment 2 Reach 2
Waste I 0.000 I 0.000 i 0.000 I 0.000
Tributary I 3.900 I 2.000 I 1.000 I 7.300
* Runoff I 0.000 I 2.000 I 1.000 I 7.300
* Runoff flow is in cfs/mile

MODEL RESULTS
WINTER
BOD5=30, NH3-N=20
(ToTERAcito0 virf- 1)ovrs t4 gip
Discharger : PENTECOSTAL HOLINESS CHURCH
Receiving Stream : UT BENEJA CREEK
The End D.O. is 9.47 mg/1.
The End CBOD is 1.97 mg/l.
The End NBOD is 1.09 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 8.95 0.00 1
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Reach 7
Reach 8
Reach 9
Segment 2 9.38 0.30 2
Reach 1
Reach 2
45.00
0.00
0.00
0.00
45.00
0.00
0.00
0.00
45.00
0.00
0.00
90.00
0.00
0.00
0.00
90.00
0.00
0.00
0.00
90.00
0.00
0.00
0.00 0.00400
0.00 0.00000
0.00 0.00000
0.00 0.00000
0.00 0.03000
0.00 0.00000
0.00 0.00000
0.00 0.00000
0.00 0.00100
0.00 0.00000
0.00 0.00000

*** MODEL SUMMARY DATA ***
Discharger : PENTECOSTAL HOLINESS CHURCH Subbasin : 030601
.:Receiving Stream : UT BENEJA CREEK Stream Class: WSIII-
Summer 7Q10 : 0.07 Winter 7Q10 : 0.17
Design Temperature: 14.0
ILENGTHI SLOPE' VELOCITY 1 DEPTH' Kd 1 Kd 1 Ka 1 Ka 1 KN 1
I mile I ft/mil fps 1 ft Idesign l @204 Idesign l @204 Idesignl
1 1 1 1 1 1 1 1 I
Segment 1 1 0.401 25.001 0.094 1 0.39 1 0.22 10.30 13.73 1 4.251 0.32
Reach 1 1 1 1 1 1 1 1 1 I
1 1 1 1 1 1 1 1 I
Segment 1 1 0.301 33.331 0.115 10.41 1 0.25 1 0.33 1 6.04 1 6.881 0.32
Reach 2 I 1 1 1 1 1 1 1 I
1 1 1 1 1 1 1 1 I
Segment 1 1 0.121 14.151 0.094 1 0.49 1 0.19 1 0.25 1 2.11 1 2.411 0.19
Reach 3 1 1 1 1 1 1 1 1 I
1 1 1 1 1 1 1 1 I
Segment 1 1 0.771 14.151 0.171 1 0.75 1 0.20 10.26 1 3.82 1 4.35I 0.19
Reach 4 1 1 1 1 1 1 1 1 I
1 1 1 1 1 1 1 1 I
Segment 1 1 0.691 14.151 0.184 1 0.78 10.20 10.27 1 4.11 1 4.681 0.19
Reach 5 1 1 1 1 1 1 1 1 I
Segment 1
Reach 6
1 1 1 1 1 1 1 I
0.541 14.151 0.201 1 0.82 1 0.20 1 0.27 1 4.48 1 5.11I 0.19
1 1 1 1 1 1 1 1 I
Segment 1 1 0.581 4.061 0.145 1 0.98 1 0.17 1 0.22 1 0.93 1 1.061 0.19
Reach 7 1 1 1 1 1 1 1 1 I
1 1 1 1 1 1 1 1 I
Segment 1 1 0.401 4.061 0.318 1 1.84 1 0.17 1 0.22 1 1.47 1 1.681 0.19
Reach 8 1 1 1 1 1 1 1 1 I
1 1 1 1 1 1 1 1 I
Segment 1 1 0.121 4.061 0.318 1 1.85 1 0.17 1 0.22 1 1.47 I 1.681 0.19
Reach 9 1 1 1 1 1 1 1 1 I
1 1 1 1 1 1 1 1 I
Segment 2 1 0.341 4.061 0.323 1 1.87 1 0.17 1 0.22 1 1.49 1 1.701 0.19
Reach 1 1 1 1 1 1 1 1 1 I
Segment 2
Reach 2
1 1 1 1 1 1 1 I
1.001 4.061 0.401 1 2.16 1 0.17 1 0.22 1 1.26 1 1.431 0.19
1 1 1 1 1 1 1 I

I Flow I CBOD I NBOD I D.O. I
I cfs 1 mg/1 1 mg/1 1 mg/1 I
Segment 1 Reach 1
Waste I 0.006 145.000 1 90.000 1 0.000
Headwaters) 0.170 I 2.000 I 1.000 1 9.280
Tributary I 0.000 1 2.000 1 1.000 1 9.280
* Runoff I 0.210 1 2.000 1 1.000 I 9.280
Segment 1 Reach 2
Waste I 0.000 I 0.000 1 0.000 I 0.000
Tributary I 0.000 I 2.000 I 1.000 I 9.280
* Runoff I 0.210 I 2.000 I 1.000 I 9.280
Segment 1 Reach 3
Waste I 0.000 1 0.000 1 0.000 1 0.000
Tributary I 0.000 1 2.000 1 1.000 1 9.280
* Runoff I 0.210 I 2.000 1 1.000 I 9.280
Segment 1 Reach 4
Waste I 0.000 I 0.000 1 0.000 I 0.000
Tributary I 1.000 I 2.000 1 1.000 I 9.280
* Runoff .I 0.210 I 2.000 I 1.000 I 9.280
Segment 1 Reach 5
Waste I 0.046 145.000 190.000 I 0.000
Tributary I 0.000 I 2.000 I 1.000 I 9.280
* Runoff I 0.290 I 2.000 I 1.000 I 9.280
Segment 1 Reach 6
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 0.200 I 2.000 1 1.000 I 9.280
* Runoff I 0.179 I 2.000 I 1.000 I 9.280
Segment 1 Reach 7
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 0.000 I 2.000 I 1.000 I 9.280
* Runoff I 0.179 1 2.000 I 1.000 I 9.280
Segment 1 Reach 8
Waste I 0.000 I 0.000 I 0.000 1 0.000
Tributary 114.000 I 2.000 1 1.000 I 9.280
* Runoff I 0.250 I 2.000 I 1.000 I 9.280
Segment 1 Reach 9
Waste I 0.002 1 45.000 1 90.000 I 0.000
Tributary I 0.000 I 2.000 1 1.000 I 9.280
* Runoff I 0.250 I 2.000 I 1.000 I 9.280
Segment 2 Reach 1
Waste I 0.000 I 0.000 I 0.000 I 0.000

Headwaters) 0.000 I 2.000 I 1.000 I 9.280
Tributary I 0.600 I 2.000 1 1.000 I 9.280
* Runoff I 0.250 1 2.000 1 1.000 I 9.280
Segment 2 Reach 2
Waste I 0.000 1 0.0,00 I 0.000 I 0.000
Tributary 111.000 1 2.000 I 1.000 I 9.280
* Runoff I 0.250 1 2.000 I 1.000 1 9.280
* Runoff flow is in cfs/mile

WINTER
BOD5=30, NH3-N=20
Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD
1 1 0.00 8.95 3.51 4.13
1 1 0.05 9.06 3.40 3.92
1 1 0.10 9.16 3.30 3.72
1 1 0.15 9.24 3.22 3.55
1 1 0.20 9.31 3.13 3.39
1 1 0.25 9.37 3.06 3.25
1 1 0.30 9.42 2.99 3.12
1 1 0.35 9.47 2.93 3.00
1 1 0.40 9.51 2.87 2.89
1 2 0.40 9.51 2.87 2.89
1 2 0.45 9.58 2.82 2.79
1 2 0.50 9.64 2.77 2.70
1 2 0.55 9.69 2.72 2.62
1 2 0.60 9.74 2.68 2.54
1 2 0.65 9.77 2.64 2.47
1 2 0.70 9.80 2.60 2.40
1 3 0.68 9.80 2.60 2.40
1 3 0.73 9.79 2.57 2.34
1 3 0.78 9.78 2.53 2.29
1 4 0.76 9.41 2.14 1.33
1 4 0.81 9.46 2.13 1.32
1 4 0.86 9.50 2.12 1.32
1 4 0.91 9.54 2.11 1.31
1 4 0.96 9.58 2.10 1.30•
1 4 1.01 9.61 2.09 1.30
1 4 1.06 9.64 2.09 1.29
1 4 1.11 9.67 2.08 1.28
1 4 1.16 9.70 2.07 1.28
1 4 1.21 9.73 2.06 1.27
1 4 1.26 9.75 2.05 1.26
1 4 1.31 9.77 2.05 1.26
1 4 1.36 9.80 2.04 1.25
1 4 1.41 9.81 2.03 1.24
1 4 1.46 9.83 2.02 1.24
1 4 1.51 9.85 2.02 1.23
1 5 1.47 9.55 3.31 3.90
1 5 1.52 9.58 3.28 3.86
1 5 1.57 9.60 3.26 3.82
1 5 1.62 9.62 3.24 3.78
1 5 1.67 9.64 3.22 3.75
1 5 1.72 9.66 3.19 3.71
1 5 1.77 9.68 3.17 3.68
1 5 1.82 9.70 3.15 3.64
1 5 1.87 9.71 3.13 3.61
1 5 1.92 9.73 3.11 3.57
1 5 1.97 9.74 3.09 3.54
1 5 2.02 9.76 3.07 3.51
1 5 2.07 9.77 3.05 3.47
1 5 2.12 9.78 3.03 3.44
1 6 2.08 9.73 2.93 3.19
1 6 2.13 9.75 2.91 3.17
1 6 2.18 9.76 2.90 3.15
1 6 2.23 9.78 2.89 3.13
1 6 2.28 9.80 2.87 3.12
1 6 2.33 9.81 2.86 3.10
1 6 2.38 9.82 2.85 3.08
Flow I
0.18
0.19
0.20
0.21
0.22
0.23
0.24
0.25
0.26
0.26
0.27
0.28
0.29
0.30
0.31
0.32
0.32
0.33
0.34
1.34
1.35
1.37
1.38
1.39
1.40
1.41
1.42
1.43
1.44
1.45
1.46
1.47
1.48
1.49
1.50
1.55
1.56
1.58
1.59
1.61
1.62
1.64
1.65
1.66
1.68
1.69
1.71
1.72
1.74
1.94
1.95
1.95
1.96
1.97
1.98
1.99

1 6 2.43 9.84 2.84 3.06 2.00
1 6 2.48 9.85 2.82 3.04 2.01
1 6 2.53 9.86 2.81 3.02 2.02
1 6 2.58 9.87 2.80 3.01 2.03
1 7 2.55 9.87 2.80 3.01 2.03
1 7 2.60 9.86 2.79 2.99 2.04
1 7 2.65 9.84 2.77 2.97 2.04
1 7 2.70 9.83 2.76 2.95 2.05
1 7 2.75 9.81 2.75 2.92 2.06
1 7 2.80 9.80 2.73 2.91 2.07
1 7 2.85 9.78 2.72 2.89 2.08
1 7 2.90 9.77 2.71 2.87 2.09
1 7 2.95 9.76 2.70 2.85 2.10
1 7 3.00 9.75 2.68 2.83 2.11
1 7 3.05 9.74 2.67 2.81 2.12
1 7 3.10 9.73 2.66 2.79 2.12
1 8 3.10 9.34 2.09 1.24 16.12
1 8 3.15 9.35 2.08 1.23 16.14
1 8 3.20 9.35 2.08 1.23 16.15
1 8 3.25 9.36 2.08 1.23 16.16
1 8 3.30 9.37 2.07 1.23 16.17
1 8 3.35 9.38 2.07 1.22 16.19
1 8 3.40 9.39 2.07 1.22 16.20
1 8 3.45 9.39 2.06 1.22 16.21
1 8 3.50 9.40 2.06 1.22 16.22
1 9 3.48 9.40 2.06 1.23 16.23
1 9 3.53 9.41 2.06 1.22 16.24
1 9 3.58 9.41 2.06 1.22 16.25
2 1 0.00 9.41 2.05 1.21 16.85
2 1 0.05 9.42 2.05 1.21 16.86
2 1 0.10 9.42 2.05 1.21 16.88
2 1 0.15 9.43 2.04 1.21 16.89
2 1 0.20 9.44 2.04 1.20 16.90
2 1 0.25 9.44 2.04 1.20 16.91
2 1 0.30 9.45 2.03 1.20 16.93
2 2 0.30 9.38 2.02 1.12 27.93
2 2 0.35 9.39 2.02 1.12 27.94
2 2 0.40 9.39 2.02 1.12 27.95
2 2 0.45 9.40 2.01 1.12 27.96
2 2 0.50 9.40 2.01 1.11 27.98
2 2 0.55 9.41 2.01 1.11 27.99
2 2 0.60 9.41 2.01 1.11 28.00
2 2 0.65 9.41 2.00 1.11 28.01
2 2 0.70 9.42 2.00 1.11 28.03
2 2 0.75 9.42 2.00 1.11 28.04
2 2 0.80 9.43 1.99 1.10 28.05
2 2 0.85 9.43 1.99 1.10 28.06
2 2 0.90 9.44 1.99 1.10 28.08
2 2 0.95 9.44 1.99 1.10 28.09
2 2 1.00 9.44 1.98 1.10 28.10
2 2 1.05 9.45 1.98 1.10 28.11
2 2 1.10 9.45 1.98 1.09 28.13
2 2 1.15 9.46 1.98 1.09 28.14
2 2 1.20 9.46 1.97 1.09 28.15
2 2 1.25 9.46 1.97 1.09 28.16
2 2 1.30 9.47 1.97 1.09 28.18
I Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow I

MODEL RESULTS
SUMMER
BOD5=30, NH3-N=2.76
NO INTERACTION WITH DOWTIN MHP
Lim ITS As w,TI o JTIN
Discharger : PENTECOSTAL HOLINESS CHURCH
Receiving Stream : UT BENAJA CREEK
The End D.O. is 7.38 mg/l.
The End CBOD is 1.75 mg/1.
The End NBOD is 0.77 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 5.06 0.00 1
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Reach 7
Reach 8
Reach 9
Segment 2 7.30 0.05 1
Reach 1
Reach 2
54.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
45.00
0.00
0.00
12.42
0.00
0.00
0.00
0.00
0.00
0.00
0.00
90.00
0.00
0.00
0.00 0.02000
0.00 0.00000
0.00 0.00000
0.00 0.00000
0.00 0.00000
0.00 0.00000
0.00 0.00000
0.00 0.00000
0.00 0.00100
0.00 0.00000
0.00 0.00000

Office of the Superintendent
The Pentecostal Holiness Church
Western North Carolina Conference
Rev. Tommy D. Fuquay
Mailing Address:
P.O. Box 150
Brown Summitt, NC 27214-0150
RA-
&t4 4-(4
• r/
7545 Highway 29 North
Greensboro, NC 27214
Phone [phone]
June 12, 1990
Mr. George T. Everrett, Director
N.C. Department of Environment, Health and Nat
Division of Environmental Management
PO Box 27687
Raleigh, NC 27611
Subject: Request for reissuance of
NPDES Permit No. NC 0046809
Dear Mr. Everrett:
ral Resources
J�N
Please find enclosed an application for Permit (reissuance
of the subject NPDES Permit). I have enclosed a check for
$200.00 to pay the permit processing fee.
I want to call your attention to our request in the
application for permit for two (2) separate sets of
discharge limitations. Operations and attendance at our
conference center are seasonal, resulting in relatively high
wastewater flows during the peak summer months of June, July
and August. Based upon water meter readings, our
consultant, Mr. Russell Radford, has determined that the
monthly average discharge rate from the conference center
does not exceed 4,000 gallons per day during the period,
September 1 through May 31. Additionally, the monthly
average discharge rate during our peak season (June 1
through August 31) will nbt exceed 20,000 gallons per day.
Therefore. it is requested that our NPDES Permit be reissued
containing seasonal discharge limitations for domestic type
wastewater based upon:
(1)
(2)
Period
June 1 thru August 31
September 1 thru May 31
Monthly Average
Discharge Rate
0.02 MGD
0.004 MGD
Seasonal discharge limitations would reflect assimalative
capacity in the receiving stream for each flow condition.
If reissued based upon the preceeding rationale and
discharge rates, our permit would protect water quality in
the receiving stream and would also account for our actual,
seasonal discharge conditions.
1

page 2
I have also asked that Mr. Radford schedule a meeting with
your staff to present our data and information in more
detail.
If you have questions concerning this request, or if
additional information is needed, please contact Mr.
Radford at [phone], or me.
Thank you very much.
Sincerely,
Tommy D. Fuquay
TDF:jp
Enclosures
CC:
Winston-Salem Regional Office
Mr. Russell D. Radford (935 East Mountain St., Suite I.
Kernersville, N.C. 27284)
I
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