NC0039420_Wasteload Allocation_19820608

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E NPDES WASTE LOAD ALLOCATION
c,� :� _�, ne ' Date: !o Z
Facility Name: �--
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Existing r �
Permit No.:T IC_ (�f� 3�1 �•1.�0 Pipe No.: C7 d � County: r _
Proposed Q
Design Capacity (MGD) : 0,O;a Industrial (% of Flow) : Domestic (% of Flow) : 1 (l(> 6 �%
Receiving Stream: 4aI�rA /.,� Class: L Sub -Basin: Yct - 03 © �-O3
Reference USGS Quad: -/I ��-!�"'" (Please attach) Requestor: Reg.# Office
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: ©nn�"- Drainage Area: �.13 Mi Avg. Streamflow: ((��
7Q10: n a 4z Winter 7Q10: 30Q2: —c `{c jPs
Location of D.O.minimum (miles below outfall): Slope: �• 3 fvru
E Velocity (fps): G .( K1 (base e, per day, 200C): O `� K2 (base e, per day, 200C): �`{• 3
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Effluent
Characteristics
Monthly
Average
Comments
U O
r
Effluent
Characteristics
Monthly
Average
Comments
.o
Original Allocation a
Revised Allocation El Date(s) of Revision(s)
(Please attach previous allocation)
P pared By: <� t7t►7�( i)l)2-0r, Reviewed By: 'S- Date:

FACILITY NAME
TYPE OF WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
7010 : 0^2 CFS
DRAINAGE AREA
g
' REQUEST NO.
WASTELOAD ALLOCATION APPROVAL
� iscmvF0
� Worthnedw—'
� rAm*mmo*m
VA DOT I-77 NBL REST AREA 'JUN 9 lqg2
t DOMESTIC
� SURRY (CARROL CO. VA)
� WINSTON-SALEM REQUESTOR t
� NAKED RUN Q>Q SUBBASIN :
W7Q1O : CFS 30Q2 �
'
^
PM,
KITTY KRAMER
YADO3
0.4 CFS
� 1,13 SQ^MI, STREAM CLASS ;A -II TR
************************ RECOMMENDED EFFLUENT LIMITS
WASTEFLOW(S) (MGD) 0,02 RESIDUAL CHLCRINE LIMIT OFL£5S
BOD-5 (MG/L) 30 'T7W/w 0^012 KG/L,
NH3-N (MG/L) �
D^O^ (MG/L) v
PH (SU) 6-9 U��-
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FECAL COLIFORM (/100ML): 1000 jUL 6 1982
TSS (MG/L) : 30 _
nvn^E.^QUALITY
OPERATIONS BRANCH
FACILITY IS : PROPOSED ( ) EXISTING ),E
LIMITS ARE t REVISION ( ) CONFIRMATION �, OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER
SUPERVISOR,MODELING GROUP
REGIONAL SUPERVISOR
PERMITS MANAGER
APPROVED BY |
�- -DATE
�- AWIL-DATE
v
^ ATE |Ains--
� DATE -----
.�~
DIVISION DIRECTOR
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::**' VODEL ' SU MMARY DATA **'.f
DISCHARGER
RECEIVING STREAM
7p10
DESIGN TEMPERATURE:
YA DOT I-77 NBL REST AREA UBBASIN YAD0 3
NAKED RUN t'Rr STEED. CLASS: A -II TE:
I LE:P24 "! H i SLOPE I VELOCITY ! BEPTH ! K1 1 K r I Kra I K2 I Oro i
!MILES I FT/MI I FPS 1 FT 1 /LAY ! DAY I / LAY I /DAY I CFu/ Ml i
._._-_-_-__----'.-__._.._._...I.--_-__. � E i _-------_ - I -_. -_.._ -_. ----- - - _ !
SEGMENT 1 1 2.001 8 1 . 30 1 0.10 1 4.45 ! 0.46 ! 0.48 1 0.00 114.63 ! 0.01 1
REACH 1 I I I I I I ! I I I
---------------------------------------------------------------------------------
("LL RATES ARE AT 20 DEGREES C.
�oc�bl Rvn
For bAl NaA k
SdA
8oinc7.
Lain �_.
4s� rlacL
bin olhares .
(�w - 0.05 mC-1 v =
G . U -t
m c-TO
(tJ SL) 4
O. 03 1mC7u CSfb L)

-
~ ~°
^ ^ ` *******W MALL RESULTS
"
DISCHARGER :VA~ DOT I-77 NBL REST AREA
RECEIVING STREAM :NAKED RUN lmhk-.
THE END D,O~ IS 8^60 MG/L
THE END CBOD IS 17^35 MG/L
THE END NBOD IS O~OO MG/L
THE D°O, MIN~ OF SEGMENT 1 IS 5^98 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPGINT 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 O MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS O MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0.05 MOD
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