NCG550250_Wasteload Allocation_19831011

�, Engineer Date Rec. , # '
NPDES WASTE LOAD ALLOCATION Ta to-i3 cw.
a Facility Name: POTrs Z Date: /6 ",l—at3 ,
o Existing n P7�
v Permit No. : Pipe No. : County: � �ca Proposed
23 Design Capacity (MGD) : 'i c) Industrial (% of Flow) : Domestic (% of Flow) :
ww
4 'NNi4Ai?7 , , '/A9,lQ 7•�i�lass: Sub-Basin: Y / ( 3G70z
Receiving Stream: � ��� l
=76
/�S 1[/ �C �.0 /Ti�/9�IrS®1/ kV S IBC O
Reference USGS Quad: s / (Please attach) Requester: Regional Office
a)
- (Guideline limitations, if applicable, are to be listed on the back of this form.) .
Design Temp. : �g� Drainage Area: , (Yj Avg. Streamflow:. 1 oS c(5
7Q10:e 0,0 (=k`; Winter 7Q10: 0 `0 _30Q2: e), O e_cc
aLocation of D.O.minimum (miles below outfall) : ,ct5- V.A. Slope:.. (7-(o '4-
E Velocity (fps) : /I Kl (base e, per day, 20°C) : K2 (base e, per day, 20°C) :
0
v
4
H Effluent . MonthlyEffluent Monthly
a) Characteristics Average Comments Characteristics Average Comments
a.
. .
a)
ev DO Co lk
-- � Cot -jr0 li,
i
Original Allocation 1 1
Revised Allocation I 1 Date(s) of Revision(s)
(Please attach previous allocation)
Confirmation .
00
7 L4
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Prepared By: U1 Reviewed By:_ .,at&4"d- Date: /3/2/ r 3

.S
For Appropriate Dischargers, List Complete Guideline Limitations Below
Effluent Monthly Maximum Daily
Characteristics Average Average Comments
Type of Product Produced Lbs/Day Produced Effluent Guideline Reference
_J

REQUEST NO . ?2CD
WASTELOAD ALLOCATION APPROVAL FORM
FACILITY NAME POTTS PLACE
TYPE OF WAS7E DOMESTIC
COUNTY 1 DAVIE
REGIONAL OFFICE WINSTON-SALEM REQUESTOR L , L , AN0ERSOH
RECEIVING STREAM UT YADKIN RIVER SUBDASIN 030702
7010 0 , 0 CFS W7010 0 . 0 CFS 3002 3 0 . 0 CFS
DRAINAGE AREA L��
� /� A� SQ , MI , STREAM CLASS Q-II
RECOMMENDED EFFLUENT LIMITS
WASTEFLOW ( S ) ( }iGD ) ! ^ 00045
BOD-5 QG/L ) | 15 [� K�
i�H3-N ( MG/L) t 5 [7^ [� ��
V . O ^ & MG/L ) | 6
PH ( SU ) t 6-80 - -D�~ /lXl83
-
FECAL COLIFORM ( /100MLI : 100O
TSS ( MG/L ) ; 30 WATER QUALITY SECOON
�F lC!-!S 9RANCU
FACILITY IS ! PROPOSED ( =) EXISTING ( ) NEW ( )
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREYIOUSLY ISSUE-E!
REVIEWED AND RECOMMENDED BY ;
J � - -�
MODELER � ATE , ----------
zaSUPEKVISOR , MODELI/�G GROUP � 1L �TE Z
REGIONAL SUPERYISOR TE
PERMITS MANAGEI:;! ---AUG. E

FaH4 ' .ram 1 9
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304 t o- C-A a-45
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� , o2 w.: z
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_ t �66 Z:aa , 2, 2
Qs LJ = .000 litto
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J am '61 G6 ,6
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S(Dm- _ 2 2,Z -1 -- -- -

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MODEL RESULTS
DISCHARGER ! POTTS PLACE
RECEIVING STREAM ! UT YADKIN RIVER
THE END D ^ O , IS 4 ^ 94 MG/L
THE END CBOD IS 18 ^32 MG/L
THE END NBOD IS O ,OO MG/L
THE D . O . MIN . OF SEGMENT 1 IS 4 ^ 94 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0 ^ 95
WHICH IS LOCATED IN REACH NUMBER 2
THE WLA FOR SEGMENT 1 REACH 1 IS 35 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS O MG/L OF NBOD
THE REQUIRED EFFLUENT D .D . IS 6 MG/L
THE WASTEFLOW ENTERING BEG 1 REACH 1 IS 4^ 5E-4 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