NCG550130_Wasteload Allocation_19830927

d-11111.17
Engineer Date Rec. c
O CttvktiGetz. "1": GE47e-t Qc i a 41‘ 3 NPDES WASTE LOAD ALLOCATION n r) q - Q 8 -115
Facility Name: DU. d r\CQYI pc ,c'ff e✓2C f, Date: i 3
A/CC 5-5-4 /30 : ...
o Existing 616 C 'O Pipe No. : ,Do/ County: /A;1:4)-7
v Permit No. :
0 Proposed EE
`) Design Capacity (MGD) : 6, O 0() 3 Industrial (% of Flow) : Domestic (% of Flow) : .
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Receiving Stream: 13a a Creel( Class: L-` Sub-Basin: 04 -n 3 --0
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o Reference USGS Quad: 4 N11/0 (Please attach) Requestor: / l Regional Office CYO ,1-.
a)
°= (Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp. : �-i o C Drainage Area: 12. H w.� 2 Avg. S treamf low: I I eIc
7Q10:, L/ o Winter 7Q10: S` cf-s 30Q2: -4 c�,
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a Location of D.O.minimum (miles below outfall) : Slope: -
E Velocity (fps) 5�1 K1 (base e, per day, 2�°C) : .S j K2 (base e, per day, 20°C) : 2?: (/
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H Effluent - MonthlyEffluent Monthly
a) Characteristics Average Comments Characteristics Average Comments
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Original Allocation ✓
Revised Allocation I I Date(s) of Revision(s)
(Please attach previous allocation) PLOTTED
;Y) Confirmation 1..73
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C� Prepared By.: " Ka,�..d(r,� id C �.�k4� Reviewed By: ieafe, Date. ��/ZVe3
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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

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:::** MODEL- SUMMARY DATA ***
DISCHARGER DUNCAN RESIDENCE SUBBASIN : 040307
RECEIVING STREAM : BALD CREEK STREAM CLASS : C
71110 : 4 CFS WINTER 7010 : 5 CFS
DESIGN TEMPERATURE : 21 DEGREES C . WASTEFLOW : . 0003 MGD
! LENGTH I SLOPE ! VELOCITY ! DEPTH K . i t:n 1 SOD I K2 ! NetPS !
IMILES IFT/MI 1 FPS I FT I /DAY 1 /DAY IMG/M?DI /DAY IMG/L/DI
1 ! I i I 1 I ! I I
SEGMENT 1 I 2 . 001 57 . 001 0 . 259 I 1 . 10 i 0 . 51 I 0 .00 1 0 . 01 27 . 111 0 . 001
REACH 1 I f 1 I I 1 1 ! I
ALL RATES ARE AT 21. DEGREES. C .
*** INPUT DATA SUMMARY ***
FLOW I CBOD ! NBOD I D . O . I
CFS I MG/L ! MG/L I MG/L 1
! I 1 I !
SEGMENT 1 REACH 1 I I ! I I
WASTE I 0 . 000 1110 . 000 I 0 .000 I 0 . 000 I
HEADWATERS I 4 .000 I 2 . 000 I 0 . 000 I 8 . 100 I
TRIBUTARY I 0 . 000 I 0 . 000 1 0. 000 I 0 . 0000 I
RUNOFF * I 0 . 710 1 2 . 000 1 0 . 000 1 8 . 1.00 I
* RUNOFF FLOW IS IN CFS/MILE

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