NC0020931_Wasteload Allocation_19830919

0
cZ
Facility Name:
Existing a
Proposed 0
NPDES WASTE LOAD ALLOCATION
Engineer Date Rec. #
Date:
Permit No.: 1JC0020u Pipe No. • to County: ��l) K/,✓ +
Design Capacity (MGD): 0.10 Industrial U of Flow): o
_ Domestic (/, of Flow) : 700 7,
Receiving Stream: �j►es,/C Class: Sub -Basin: -®
Reference USGS Quad: (Please attach) Requestor: r', !J� Office .
v� (Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.:0 r '
Drainage Area: Avg. Streamflow: _ 1 • �7 eS
7Q10: Winter 7Q10:
a; � Location of D.O.minimum (miles below outfall) : (`i�3 30Q2
Slope:—
Velocity (fps) : A Kl (base e, per day, 2 oC) : p
K2 (base e, per day, o �
5 Y C) -
0
Effluent
Characteristics
Monthly
Average
Comments
30
1r%000
Original Allocation
Revised. Allocation
Confirmation
Effluent Monthly
Characteristics Average Comments
Date(s) of Revision(s)
(Please attach previous allocation)
0).Prepared By Reviewed By:
�Date:
tiv

FACILITY NAME:
TYPE OF WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
7010 ; 0.25 CFS
DRAINAGE AREA
�^Y
WISTELC74D ALLOCATION r`tPPROVA- li�� ;?� Y�kaY��k'#�9s4iY�}`�k�=�k��.ik K�•� � # '
S I P 2 6 1983
3 TOWN OF BOONEVILL.E
DOMESTIC
YADKIN
WINSTON—,SAL.EM
TANYARD CF,EE
W7010
t
♦ ♦,.. SCa♦MI.
REQUE:STCF, 1 DAVE ADKINS
CFS 3002 CFS
STREAM CLASS $ C
RECOMMENDED EFFLUENT LIMITS
WASTEFLOW (S)
(MGD)
0.1
I:;OD--5
(MG/L)
30
R rI C E I �l D
NH3—N
(MGr L) t
D40.
(MG/L) 1
`a
SEP ? 9 083
pH
(SU)
6.-9
FECAL COLIFO M
(: IOOML) s
1000
, ,
WATER �+ titi.� � 3)RR�71(}Pi
TSS
(MG/L) 4
uf�
r���:��7��iE��-+'�'•�?��?��%�%'����jR����?K%{��fi`f�.���:?k���%1������'��fi:ht:�������:1�;�{:'iC:;:�{i;::i��;�����%i�?R�m�fi°�:i�:'�
FACILITY IS f F'F:OPOSED ( EXISTING & NEW
LIMITS ARE 3 REVISION Q ) CONFIRMATION ( ) OF THOSE FREYIOUSLY ISSUED
REVIEWED IEi ED AND RECOMMENDED BY:
MODELER
SUPERVISORfMODELING GROUP
REGIONAL SUPERVISOR
p,ECEiVED
PERMITS MANAGER North Piedmont
ikgional Offi ill
SEP 28 1983
.. _l L _ -._DATE
6 _
3
oly'

<6w F I-Lt,
R l • 3cvw, (,as
—?:wQ4A1LLCt DISC
DA-
-
Trc
dZ • !l3 i ,B�otS
fblo = o.
DA- - �>
On 7. 7!5,
esf CA I.511
estt 7-Q to = o. Z S 0-43
's (a�Q
god
.Lm�-
�SZz
P
966
S6,3
•3° �'
3S- 2
2 ,
�-_ 6-3-1
t,9
e ieV =
Zo
R�$to
� • � � d � 3
= , Cq e� vK t
/ f

:r** MODEL SUMMARY DATA ***
DISCHARGER TOWN BOONEVILLE SUBBASIN s 030. 02
RECEIVING STREAM TANYt=RD :REEK STREAM CLASS: C
DESIGN TEMPERATURE 24 DEGREES C. EF ; 0 i'
Wt�:�T'3...r LGW . 1 !':G..i
I LENGTH I SLOPE I VELOCITY I DE PTH 1 KI I Kn I ?L)D I K2 I NetPS !
I ,FILES ! FT/Ml I FPS I FT I /DAY 1 /D Y I yiG/M2D I °L'A I MG/L/D I
SEGMENT 1. 1 1.301 45.901 04 100 1 0.5 1 0.54 1 0.00 1 0.0! 9.01 ! 0.00i
REACH 1 I ! ! 1 I I I I l
ALL. RATES ARE AT 24 DEGREES C.
I
FLOW
I C OD I
NBOD I
D.U. I
I
CFS
1 MG/L I
MC/L I
MG/L I
I
SEGMENT 1 REACH 1 1
1 1
' 1
!
I
!
I
WASTE 1
0.155
1129.000 1
0.000 1
5.000 1
HEADWA ERSI
0.250
1 2.000 1
0.000 1
:.150 !
TRIBUTARY 1
0.000
1 0.000 1
0.000 !
V .+.:oo 1
RUNOFF 1
0.090
1 2,000 1
0.000 1
7.650 1
RUNOFF FLOW
IS
IN CFS/MI.LE.

********** MODEL RESULTS **********
DISCHARGER !TOWN OF BOONEVILLE
RECEIVING STREAM :TANYARD CREEK
THE END D.O. IS 6,82 MG/L
**********************************************************************
THE END CBOD IS 25^85 MG/L
THE END NBOD IS O^OO MG/L
**********************************************************************
THE D,O^ MIN. OF SEGMENT 1 IS 5^97 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0,3
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 O MG/L OF NBOD
THE REQUIRED EFFLUENT D.Q~ IS 5 MG/L
7HE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0^1 MGD
**********************************************************************