NC0046809_Wasteload Allocation_19850528

Facility Name:
Existing
Proposed O
1A1(«Od(
t r NPDES WASTE LOAD ALLOCATION
('�v'r w e SS CL utc &
thgineer ud Le het.-
MK . l 51 85 1 8a_.1
Date li/30/Pf
Permit Mo.: NC O° Wg0
Design Capacity (MOD): D. O23 Industrial (% of Flow) :
Pipe No.: 00(
County:
Gui /rent
Domestic (% of Flow) : (Uv%,
Receiving Stream: 0. 61. 1 eje. Z'e BE„ IAA Ck K Class: AZ.. Sub -Basin: Q 3 -- 0 (Q - 0 /
Reference USGS Quad: ( 2.6/V (Please attach) Requestor: .4a(e 0deecas( Regional Office cJ
4/2i(.v& #)$ $ sylj fr.-
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design 'Damp.: 025 oC
Drainage Area (mi2): ,
Avg_ Streamflow (cfs):
7Q10 (cfs) Winter 7Q10 (cfs) •�- 30Q2 (cfs)
Location of D.O. minimum (miles below outfall) :
Velocity (fps):
Kl (base e, per day) : (p /
Slope (fpm) (p , (F
K2 (base e. per day): ' 7 )
Effluent
Characteristics
Monthly
Average
Cl3nment-
150f s (vn )
0/
N H3n( (k a)
4/
/0
no ltn ./J)
(9
5
p )-I (5)
is - GJ
6 9
Fec. l'o I. (//Ovid)
/
/01-6
T5S (vvcj LP)
40
_ 3o
on O
location O
0
Prepared By: ,0,-1, ‘k_
Cbmnents :
i-8V
Effluent
Characteristics
:•tenthly
Lverage
Cbmments
1
& r -' Reviewed By:
_ye-t/t
Date :/ g/SYS

Reauest No.
2282
Facility Name
T JPe Of Waste
Receiv:in Stream
Stream Class
Suhbasin
County
Reslion l Office
Reauestor
f r: ina.e Area (sa mi)
7010
Winter 701.0 (cfs)
.' n 2 (cfs)
WASTEL.OAD AI..I...00ATION APPROVAL FORM
Wastefl.ow
"-Day BOD ({71's' /l)
Ammonia Nitro eri (m./1.) ;
Dissolved d O: y•Aen (mo;/1) ;
.'H (SU)
Fecal Co.lifcarm (/1.00m1) %
TSS (ri /1. )
P.F..NTECOST HOLINESS CHURCH
DOMESTIC
UT TO RENAJA CREEK
A• -II
030601
GUII_.FORD
WSRO
DALE OVERCASH
.87
0
.2
RECOMMENDED
Ammer
C
13
4
6
6-9
1000
30
EFFLUENT LIMITS
.025
13
10
5
6-9
1000
30
COMMENTS
FACILITY IS ; PROPOSEL! ( ) EXISTING (✓) NEW ( )
LIMITS ARE ; REVISION (
RECEIVED
N.C. Dept. NRCD
JUL 1985
L. i Jf
Environmental Management
Winston-Salem Reg. Office
) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
RECOMMENDED BY:
REVIEWED BY:
aUPERVISORr TECH. SUPPORT
rEGIONAL SUPERVISOR
Approval is ( ) Preliminary (✓) f
PERMITS MANAGER
(1'20-
JAILL,04441,14---/ DATE: 7
_. _ _DATE Th.
rDATi..'�. =fr=S
z7�P.�
_DATE :.... ..

•
• •
•
•
0-4244
J I 6/6/ g9k5-
03060 i
Pe4t6 eAet 115-64t-f2AZA 0 • „.0)‘_c_0(- e 0 iYoJ
ALL) ---; , Oa 5 rei3d
er,-,113-1015-: IA5
k g
1-1/10,: ,5 c-fs
1,45/c5nci.33 1 an --= tAg c.f.5 , 0 -fs
:--- -4-.cts ,79/4
DA nn-a 403=0 cfs
J-140= . 3 C-Cs
5tAN-Pu6/1--
0 600:---;cA
Iliour-= 1.0 -c_.
Luv,vt,,
oys= 13
rm3 :- ci
1)6---
)'' ,0 50 c
--ro
/.,(,-ppg.0,r(3
16,,
'-= f? • --------i
5------
0
0A , vri
aq = ,qc-is
6
1-0„,)a,C-f5
)9/9-:--, 7 ZLI- &2--
0
00 = q067 v OGiag------ C0(1 0 6/i -7. .2. IC
iLex F-- rili OBOD 7 (00 CD = <,
00 = (40 p_o :..- q Oa'? 0
16, / .3 .
---1-124-i3_
(/'; 5-.3
- /A," -/.0

IELL0Q, al) _ Eko_
Eiik) c PO-A4-
6/0
an±
offret .09
/)
l)q) :--c3C6-Lp
Lo
lb. 10 6lop
Ewe) g Ze1-)--- 41-3 qtyl-
Wow 1%si-)(ii43) 33
(
/04= 6,a ry(A
gior= Vicou (3)-7 (P, 5' CTES
/5Afit.1 (6,30 .21-P- CfS_
/OW 115.0c1 (CP.30 1‘ ds_

S
`
`
********** MODEL RESULTS
DISCHARGER �PENTECOST HOLINESS CHURCH
RECEIVING STREAM �OT TO BENAJA CREEK
THE END D^O^ IS 7^70 MG/L
THE END CBOD IS 2^99 MG/L
THE END NBOD IS 04-00 MG/L
**********************************************************************
THE D^O^ MIN. OF SEGMENT 1 IS 5^05 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MJLEPOINT 045
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 29 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS O MG/L OF NBOD
THE REQUIRED EFFLUENT D+O^ IS 6 MG/L
THE WASTEFLOW ENTERING SE8 1 REACH 1 IS 0.025 MGD
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 2 IS O MG/L OF NBOD
THE REQUIRED EFFLUENT D,O^ IS 0 MG/L
THE WASTEFLOW ENTERING GEG 1 REACH 2 IS 0 MOD

*** MOTDEL. SUMMARY DATA ***
DISCHARGER
RECEIVING STREAM
701.0
DESIGN TEMPERATURE
PENTECOST HOLINESS CHURCH
UT TO BENAJA CREEK
0 CFS
25 DEGREES C.
SUBBASIN
STREAM CLASS:
WINTER 7010
WASTFFL.0W o
030601
41A-U
.2 CFS
.025 MGT+
I LENGTH 1 SLQPE 1 VELOCITY I DEPTH 1 KI ! Ni. 1 K2 I K2 1 Kn 1
!MILES I FT/MI 1 FF'S 1 FT 1 / 'DAY ! (20 I /DDAY 1 &20 I /IDAY 1
SEGMENT 1.
REACH ?.
SEGMENT 1
REACH
2
0+90
26.601
1
0.62
1 1 1
0.100 1 0.16 1 0.76 1 0.61
1 1 1
I ! 1
5 + 34 1 4.79 ! 0.001
1 1 !
0.100
1
0.50 1 0.52
1
I ! ! 1
0.41 1 3.24 ! 2.90 ! 0.001
1 1 ! 1
SEGMENT
*** INPUT :DATA SUMMARY ***
FLOW
CFS
I REACH 1
WASTE
HEADWATERS
TRIBUTARY
RUNOFF
SEGMENT
C80F.E
MC/L
NS0I'
MG/L
0.039 1 29 + 000
0.000 1 0.000
0+000 1 0.000
0.000 1 0.000
0.000
0.000
0.000
0.000
D.O.
MC/1.
6+000
0.000
0.000
0.000
1. REACH 2 1 1 1
WASTE 1 0.000 1 0.000 I 0.000
TRIBUTARY 1 0.300 1 2+000 1 0.000
RUNOFF * 1 0.130 1 2.000 1 0.000
0+000
7.560
7.560
* RUNOFF FI...DW TS TNN CFS/MILE
0.1

ti
********** MODEL RESULTS **********
DISCHARGER 1 PENTECOST HOLINESS CHURCH
RECEIVING STREAM :UT TO BENAJA CREEK
*********************************************************************
THE END D.O. IS 9.59 MG/L
**********************************************************************
THE END CBOT:: IS 4.24 MG/L.
******************:****************************************************
THE END NBor+ IS 0.00 MG/L
:*********************************************************************
THE D.O. MIN. OF SEGMENT 1 IS 7.7:I. MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEF'OTNT 0
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1. REACH 1. IS 129 MG/L. OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOLt
THE REQUIRED EFFLUENT D.G. IS 0 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0.025 MOD
THE WL.A FOR SEGMENT 1 REACH 2 TS 0 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 0 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 2 TS 0 MOD
***************:4**:**********::k****************************************

•
1 ♦ L
/.•
•
**)K MODEL. SUMMARY DATA ***
DISCHr•"RGER.
RECEIVING STREAM
70:1.0
DESIGN TEMPERATURE t
F'ENTECOST HOLINESS CHURCH 811BDASIN
UT TO 8ENAJA CREEK STREAM CLASS:
0 CFS WINTER 7010 f
15 DEGREES C. WASTEFLOW
030601
.2 CFS
.025 MOD
I LENGTH I SLOPE 1 VELOCITY 1 DEPTH ! 1(1 1 K1 1 K2 1 K2 1 Kri 1
IMILES I FT/MI 1 FF'S 1 FT 1 /DAY 1 1420 1 /T+AY 1 @20 I /DAY 1
I I 1
SEGMENT 1 1 0.901 26.601
REACH 1 1 1 I
SEGMENT 1
REACH 7.
I !
0.62 16+131
1
0+123
0.40 1 0.38 1 0.48 1 5.29
5.89
0.001
0.185 1 0.73 1 0.34 1 0.43 1 4.83
SEGMENT
5.38
0.001
1
**:* INPUT DATA SUMMARY ***
FLOW 1 CBOCI ! NBOD 1. D.O.
CFS 1 MG/L 1 MG/L 1 MG/1_
1. REACH 1
WASTE
HEADWATERS
TRIBUTARY
RUNOFF *
0.039 1129.000
0.200 1 2.000
0.000 1 0.000
0.140 1 2.000
0.000
(/
0 . 0 0 0
0.000
0.000
0.000
9.200
0.000
9.200
SEGMENT
1 REACH
WASTE
TRIBUTARY
RUNOFF
0.000
1.000
0.400
0.000
2.000
2.000
0.000
0.000
0.000
0.000
9.200
9.200
.: RUNOFF FLOW IS IN CFS/MILE