NC0056201_Wasteload Allocation_19830909

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0
c.)
0
440
N
CIA
V)
Facility Name:
Existing
Proposed
Design Capacity
Receiving Strea
NPDES WASTE LOAD ALLOCATION
AhLF PAW/EL /LF 42X
Engineer
(46
Permit No /Vr©05-‘Z5(
• 0/4 4
(MGD) : ' 02/ Industrial (% of
m: i/. f i &fINJAY L,,76wx.
Reference USGS Quad:
44574440449,
(Please attach) Requestor• J /y k/A754)PJ Regional Office 5D
Date Rec.
Date:
-ICo
Pipe No.: 00County • q(1/LP--OuPD
s57
Flow): Domestic (% of Flow): )0 C Vo
Class: A1L Sub -Basin: 03 — 01 — 01
/9SW
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.:
7Q10:
Drainage Area:
Winter 7Q10:
Location of D.O.minimum (miles below outfall): •�s
Velocity (fps):
Avg. Streamflow:
30Q2•
Slope.
K1 (base e, per day, 2,4C) :
2
O7-
K2 (base e, per day, t°C) • '�, ZQ
/61 M6-rj
Effluent
Characteristics
Monthly
Average
Comments
':‘';
NN
1�
k
TS
30
1606
P
/tob w 1
ca l of t-C '
P t
,-'g ,c
su
Original Allocation
Revised Allocation
Confirmation
Prepared By:
1
LJ
9[C
' 0 21 1,A 6-b
Effluent
Characteristics
Monthly
Average
Comments
b
o
1
63
Date(s) of Revision(s)
(Please attach previous allocation)
Reviewed By:

**n *******'*•**********
FACILITY NAME
TYPE OF WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
7Q10 : 0.0 CFS
DRAINAGE AREA
a
8 .09
WASTELOAD ALLOCATION
REQUEST NO. . 857
APPROVAL ram w ;. i. .r :. *** „;; ***
North Ptsdnwl
ppienad Office
WALT DANIEL TRAILER PARK
DOMESTIC
GUILFORD
WINSTON-•SALEM
UT CARAWAY CREEK SUBBASIN
W7010 ; CFS
SQ.MI.
3002
STREAM CLASS
AUr 251983
WATER QUALITY DIV.
RE:oUESTOR : JIM WATSON
030709
:A —II
CFS
******* * ********fit***** RECOMMENDED EFFLUENT LIMITS **Yak*****) :******,,* *****:
WASTEF LOW ('S )
Ei0D--5
NH3—N
D.O.
PH
FECAL COLIFORM
TS S
(MGD)
(MG/L) .
(MG/L) a
(MG/L)
(SU)
(/100ML):
(MG/L) a
.014
16
6
6
1000
30
.021
16
5
6
6-8.5
1000
30
.li% Ekt[!
E P 7 1983
l' r,'iTE QUALITY TY SECTION
old RATii_1'6:.. ,171TC('.
*** *****M**** * X<************* *****r*j 5*******iti *M**.**,P**********$****$*****i **
FACILITY IS F PROPOSED ( ) EXISTING ( ) NEW ( ) LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER
SUPERVISOR9MODELING GROUP
REGIONAL SUPERVISOR
PERMITS MANAGER
DATE
_DATE
.__DATE
DATE
4, _912421_
tV4/11._

ItLr 1MNviL RfFLaZ,
� ear Crtet
[sagote. tor.44--41:on a-S au-e„.„0
4 :''L
r. 3 .$ sg
OA, = 3,k e4S
:o to 4 Ail .. $
Rb.q,a , o I C4-S7
se.
1,2 NA
Pz
.S
0,01 -1.vd. o:,,
— 3f z3/8zj
Waif i v:eZ T P

DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMPERATURE
*c* MODEL SUMMARY DATA ***
WALT DANIEL TRAILER PARK
UT CARAWAY CREEK
0.0 CFS
25 DEGREES C.
SUBBASIN
STREAM CLASS:
WINTER 7310 :
WASTEFLOW
ILENGTHISLOPE 1 VELOCITY !DEPTH 1 K1
'MILES I FT/MI 1 FPS 1 FT I /DAY
SEGMENT 1
REACH 1
03070'.
PelE
CFS
.014 MGD
Krt I SOD 1 N2 1 NetP8I
/DAY IMG/M2DI/DAY 1MG/L/DI
I 1 1 1 I
0.351 85.701 0.100 1 0.12 1 1.07 1 0.00
I 1 1 1 !
SEGMENT 1
REACH
1 1 I
0.0! 17.201 0.001
! ! !
1
0.501 14.301
I I
0.100 1 0.15 1 0.69 1 0.00
SEGMENT 1
REACH 3
1
1.201 21.101
I I
0.100 1 0.23 1 0.63
0.00
ALL RATES ARE AT 25 DEGREES C.
1 1 I
0.01 2.87I 0.001
I I 1
I I 1
0.01 4.23! 0.001
I I 1

*** INPUT DATA SUMMARY * *
FLOW ! CBOD► 1 NBOD 1 I.O.
CFS 1 SSG/L 1 MG/L I MG/L
SEGMENT 1 REACH 1
WASTE
HEAIDWATERS
TRIBUTARY
RUNOFF *
0.022 1 40.000
0.000 1 0.000
0.000 I 0.000
0.000 1 0.000
SEGMENT 1 REACH 2
WASTE
TRIBUTARY
RUNOFF *
0.000 1 0.000
0.010 1" 2.000
0.000 I 0.000
SEGMENT 1 REACH 3
WASTE
TRIBUTARY
RUNOFF
0.000
0.040
0.017
0.000
0.000
0.000
0.000
6.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
2.000
2.000
0.000
0.000
0.000
0.000
7.560
0.000
0.000
7.560
7.560
* RUNOFF FLOW IS IN CFS/MILE

********** MODEL RESULTS **********
DISCHARGER tWAKT DANIEL TRAILER PARK
RECEIVING STREAM :UT CARAWAY CREEK
**********************************************************************
THE END D.O. IS 7^51 MG/L
**********************************************************************
THE END CBOD IS 4^83 MG/1-
THE END NBOD IS O^OO MG/L
**********************************************************************
THE D.O. MIN. OF SEGMENT 1 IS 4^91 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 005
WHICH IS LOCATED IN REACH NUMBER 2
THE WLA FOR SEGMENT 1 REACH 1 IS 40 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 SEG 1 REACH 1 IS 04014 MGD
THE WLA FOR SEGMENT 1 REACH 2 IS O MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 2 IS O MG/L OF NBOD
THE REQUIRED EFFLUENT D^O^ IS O MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 2 IS O MGD
THE WLA FOR SEGMENT 1 REACH 3 IS O MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 3 IS O MG/L OF NBOD
THE REQUIRED EFFLUENT D^O^ IS O MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 3 IS O MOD '
**********************************************************************

DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMPERATURE
*** MODEL SUMMARY DATA ***
WALT DANIEL TRAILER PARK
UT CARAWAY CREEK
0.0 CFS
25 DEGREES C.
I LENGTH l SLOPE
!MILES IFT/MI
SEGMENT 1
REACH 1
SUBBi SIN
STREAM CLASS:
WINTER 7010
WASTEFLOW
1 VELOCITY (DEPTH I K1
1 FPS 1 FT 1 /DAY
030709
A -II
CFS
.021 MGU
Kri 1 SOU 1 K2 1 NetPS 1
!DAY 1MG./M2DI/DAY 1MG/L!D1
1
0.351 85.701
1
SEGMENT
REACH
1
0.501 14.301
1
0.100 1 0.12 1 1.07 1 0.00
1 1
0.01 17.201
!
0.100 1 0.15 1 0.69 1 0.00
•
0.01
I I 1
SEGMENT 1 1 1.201 21.101
REACH 3 1 I I
2.871
1
0.001
1
0.001
1
0.100 1 0.23 1 0.63 1 0.00
0.01
ALL RATES ARE AT 25 DEGREES C.
1 1
4.231 0.001
1 1

*•*< INPUT DATA SUMMARY * :*
FLOW I CBOD ! NBOII 1 3.0.
CFS 1 MG/L 1 MG/L 1 MG/L
SEGMENT 1 REACH 1
WASTE
1•1EAUWATERS
TRIBUTARY
RUNOFF
0.033 1 36.000
0.000 1 0.000
0+000 1 0+000
0.000 1 0.000
SEGMENT 1 REACH ' 1
WASTE ! 0.000
TRIBUTARY 1 0.010
RUNOFF * 1 0.000
SEGMENT 1 REACH 3 1
WASTE. 1 0.000
.TRIBUTARY 1 0.040
RUNOFF * ! 0.017
0+000
2.0 0 0
0+000
0+000
0.000
0.000
0.000
0.000
0.000
0+000
64000
0+000
0.000
0.000
0.000
7.560
0.000
0.000
24000
2. 0 0 0
r0.000
0.000
04000
jJJ
0.000
0.000
7+560
7.560
* RUNOFF FLOW IS IN CFS/MILE:

*********:* MODEL RESULTS ********:r: ;<
DISCHARGER :WALT DANIEL TRAILER PARK
RECEIVING STREAM :UT CARAWAY CREEK
*:L *. ,,r. �,.Z .y ww * r*. ,•w ** o* -** .*. dr. * a•*• w* ;y*:1.
.,,�„r:i ��n:s;:�tfl,�i�;,,.r,�:'3.1•��=���r•�'��•�3,ta•�%�'�'r•�•��<•��fp•�:��`n�'h•�(h:.,.�:7;:�;h..,.�;�:i�.,,r(�s;:�.�.,.�:�.,,.�, .�..r.�: „J;,{,,
THE END D.O. IS 7.39 MG/L yj {y1 j
*Y. S•yl *,1. ,r J{ :dew* ire*-L •� \I L { 1 :J 1 :l * ** **** w• :1•***w J
.,, ., !,, t }�,'' { .,, :1, h, n, r;, „+1 :,.:,t .,t �. �: # .;t X. i, :� :� � �: � �::�: �::� � it ;i ;t :� :;' �: � ;� � •1,C � :,t .,< Y,t � >Y �t :� :,, .,t �;;'1,t .T t� �P , �. 3`ij' .;t
THE END CBOD IS 5.52 PSG/L.
*: *fit****** **;t ********** t*X<:#% **.********:*************** **************
THE END NBOD IS 0.00 MG/L.
*** d * ** B d� •y d 3- » * :fir 1 1., *:*
.,rvn•��:�•It���.��°<�t�:•n�•��•��'t•��i�4�-..,c�tit�k,,t:��X�:�:.%��i�:��:k�k�:��{:��::���h�K�d:��%X.�:Y.i�.�;t!�,,.�;Y.:$i;t:Y>,t:{t>,c,�:,t{,�..,,
THE D.O. MIN. OF SEGMENT 1 IS 4.94 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0.85
WHICH IS LOCATED IN REACH NUMBER 2
THE WLA FOR SEGMENT 1 REACH 1 IS 36 iMG/L. OF CBOT
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 6 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0.021 MGD
THE WLA FOR SEGMENT 1 REACH 2 IS 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/I...
THE WASTEFLOW ENTERING SEG 1 REACH 2 IS 0 Mt3D
THE WLA FOR SEGMENT 1 REACH 3 IS 0 MG/L OF C1i0I:i
THE WLA FOR SEGMENT 1 REACH 3 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT I.O. IS 0 MG/L.
THE WASTEFLOW ENTERING SEG 1 REACH 3 IS 0 MGD
{***: n**********************:***`i"*' *** r k** **********:** * **********:r *r