NC0025381_wasteload allocation_19830728

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Facility Name:
Existing
Proposed
NPDES WASTE LOAD ALLOCATION
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Engineer
Date Rec.
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Permit No.: Coo Z J738 / Pipe No. • 9 County •
Date: G
Design Capacity (MGD): 0• 6.4DO __ Industrial (% of Flow): .Domestic (% of Flow):
Receiving Stream: Class: Sub -Basin: --OR —o /
Reference USGS Quad: (Please attach) Requestor: , Atr-!..j1 /�
Office /�E'ZS�c,•
(Guideline limitations, if applicable, are to be listed on the back of this forma
Design Temp.: p•: Drainage Area: Z Avg. Streamfl
7Q10• '� Winter 7Q10: � 30Q2: c
Location of D.O.minimu (miles below outfall): Slope: ! A .
Velocity (fps):. 01Kl (base e, per day, 200C
): K2 (base e, per day, 200C):
-7LI L.
Effluent
Characteristics
Monthly
Average
Comments
,• iD
/7
Effluent Monthly
Characteristics Average Comments
Original Allocation a
Revised Allocation Date(s) of Revision(s)
Confirmation (Please attach previous allocation)
Prepared By
Reviewed By: Date:

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MODEL RESULTS
DISCHARGER :LAKE LURE
RECEIVING STREAM :BROAD RIVER
THE END D.O. IS 7.96 MG/L
THE END CBOD IS 4.27 MC/L
THE. END NBOD IS 0.00 MG/L
THE D.O. MI.N. OF SEGMENT 1 IS 7.1.5 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MII._EPOTNT 0
WHICH IS LOCATED IN REACH NUMBER 1,
THE WLA FOR SEGMENT I REACH I IS 29.1.8 MCA/L OF CROD
THE WLA FOR SEGMENT 1. REACH 1 Tea 0 MG/I... OF NBOD
THE REQUIRED EFFLUENT D.O. IS 4 MG/I...
THE WASTEFLOW ENTERING SE:G I REACH i IS 0.5565 MOD

*** KODEL.. 'SUMMARY DATA ***
DISCHARGER
S LAKE
LURE.
SR.1E.RASiN .
030801.
RECEIVING STREAM
BROAD
RIVER
STREAM CLASS:
C
7010
. 6.61.
CFS
W.TN FR 701.0 .
CFS
DESIGN TEMPERATURE
25 DEGREES
C.
WA; T)" FLOW $
.437 MOD
I LENGTH 1 SL..OPE I VELOCITY I D PTH I KI I Kn I SOD I K2 I NetPS 1
I MILES I FT/MI I FPS I FT I /DAY I /DAY I M0/M2D ! .'PAY I Mtn/L/D I
! I I ! I ! ! ! I 1
SEGMENT 1 1 1.201 14,201 0.241 1 1.43 1 €).50 1 0.00 1 0.01 64861 0.001
REACH 1 I ! 1 I 1 1 ! I 1 1
SOC
ALL. RATES ARE AT 25 DEGREES C,
*** INPUT DATA SUMMARY ***
I
FLOW
I CBOD !
NBGD I
D.CI. 1
I
CFS
I MG/L., I
MC;/I.. I
MC/L. I
SEGMENT 1 REACH I I
I !
!
!
WASTE 1
0* 77
1 28.180 1
0.000 1
4.000 1
HEADWATERS 1
6,610 1
2.000 1
0. 000 1
7,560 1
TRIBUTARY I
0.000 1
0.000 1
0.000 1
0.000 1
RUNOFF 1
0.100 1
2.000 1
0.000 1
7.560 1
K RUNOFF FLOW IS JN CFS/MILE

MODEL.. RFSUL, TS
DISCHARGER !LAKE LURE
RECEIVING STREAM :BROAD RIVER
THE END D.O. IS 8.00 MG/L.
THE END CBOD IS 3.77 MG/L.
THE END NBOD IS 0.00 MG/L.
THE D.O. MIN. OF SEGMENT I IS 7.23 MG/L.
THIS MINIMUM IS LOCATED AT SEGMENT MIL.EF"OTNT 0
WHICH IS LOCATED IN REACH NUMBER 1.
THE WLA FOR SEGMENT I REACH I IS 26.18 MG/L OF CT:OD
THE WL.,A FOR SEGMENT I REACH I IS G MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 4 MG/L
THE WASTEFLOW ENTERING SF. G 1 REACH 1 IS 0.437 MGD