NCG550108_Wasteload Allocation_19830209

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NPDES WASTE LOAD ALLOCATION 1 -a6- --
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g► Facility Name: Rv'1,) R. l?V,-(.(G SPA. ( i/1,,,i C �i4L7�d>j .T/ ) Date: l-2/-h
/ve. 5 'o !08 �/4
0 Existing D 7L
Permit No. : Pipe No. : � County:
o Proposed n
a) �/ _
'� Design Capacity (-Td ) : 7� 6X6 Industrial y (% of Flow) : Domestic (% of Flow) : /C
L
Receiving Stream: 1.4.7- Mat. Class: /¢'"zz Sub-Basin: to 3— 0 7 - 0 2— .
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g Reference USGS Quad: 0_,1-15kr (Please attach) Requestor: y4t/e Regional Office .14cti.
a)
°C (Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Tem c9 C� Drainage Area: P/I ' rn Z- Avg. S treamf low: Or ic-f
7Q10:, .D�G'S Winter 7Q10: 30Q2: 1
1••
f q. � ftptit,Location of D.O.minimum (miles below outfall) : Slope: . • -
' -ra -Q-Cat Wil-P114.t_ I ab f 6)) r;,--€. .
Velocity (fps) : 0 / I Kl (base e, per day, 200C) : K2 (base e, per day, 20 ) :
Effluent Monthly Effluent MonthlyCharacteristics Average Comments Characteristics Average CommentsOO ' o S�1.
'1S
. ► 1, - 1-1,c Sic( )
GI 1 /0 5 sOf---sSi ii-- '
4 Original Allocation 1-17r-.-
-PLOITED
Revised Allocation Date(s) of Revision(s)
El (Please attach previous allocation)
1.01
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Confirmation
Prepared By: eviewed By: �� L Date: SP515,-7-1 1
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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

REQUEST NO ♦
***:*****.****:*:*:*:* *:*:*:*:* WAS ! ELOAD ALLOCATION APPROVAL FORM :#*******:# . :i*:*:* *:#4:4,:
RECEIVED
North Piedmont
FACILITY NAME DAVID CURRIE SFR Regional Office
MAR 21 1983
.1.'rF''r= OF WASTE DOMESTIC3
COUNTY F ORSY T H WATER QUAtITy
DIVA
REGIONAL. OFFICE: WINSTON- SALEM REQU+ESTOR : DAVE ADFINE•
RECEIVING STREAM UT MILL :_:REEF SUBBASIN 03070
7010 : 0 . 0 CFS W7010 : CFS 3002
:.(RA.ENAGE AREA : O . :! 50 . MI . STREAM CLASS : A -I .!
:#:#*#.., #...#..#,l.:t: ::# # # 4:#:#:*4'#'#• RECOMMENUED EFFLUENT LIMITS ;#. kip*:#****:**:*************
WASTE.FLOW: S) ( MGD) : .00045
DOD-5 ( MG/L ) 30
�1H3 -Ed : MG/L )
D . O . ( MG/L ) + 1
PH (SU ) 6-8 . 5
FECAL. COL]:FORN ( /100ML ) : 1000
Tt S ( MG/L ) 30
A:::1::#:*:#:*:$:*::#:****..#.*..#.4..*.4.#4*****:#*4:#4*4:**4:*:*:#** 4:#:4*:#***:***;*.*:*;#:t::#::t gip;y:#:4*4 k*:**•#:*:#=*:#*•4**:44:*:
FACILITY IS : PROPOSED t• ) EF.ISTING i NEW k: V)
LIMITS ARE : REVISION ( ) CONFIRMATION , OF THOSE FREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY :
SUF'ER'VISOR , MODELING GROUP . ._/ L�'_ _._ __DATE t ..3A4 _ _..
REGIONAL. SUPERVISOR /z2 S3
7 'Ix
PERMITS MANAGER _..___._DATE
APPROVED s.•`r•
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:::<:f::# MODEL. SUMMARY DATA **:
DISCHARGER : DAVID CURRIE SFR SUBDASIN 030702
RECEIVING STREAM : UT MILL CREEK STREAM CLASS: A-II
7010 : 0 . 0 SF3 WINTER 701.0 : CFS
:DESIGN TEMPERATURE 25 DEGREES C . WASTEFLOW 0 .00045 MOD
I LENGTH I SLOPE I VELOCITY I DEPTH i K1 i Kr I Kn I K2 I Gro I
IMILES I FT/MI I FPS i FT I DAY I /UAY I /I1AY I /UAY I CFS/MI I
---------------------------------------------- ----------------------------------
i I I I I I I I i I
SEGMENT 1. I 0 . 201239 . 201 0 . 10 I 0 .09 i 1 . 26 i 1 . 26 I 0 . 00 148 . 01 I 0.00 I
REACH 1 I I I I i I I I I I
ALL RATES ARE AT 25 DEGREES C .

** INPUT DATA SUMMARY #.:m*
FLOW I CBOD I NBOII E D . O . I
CFS I MG/L I MG/L I I"G/L I
I I i I E
SEGMENT 1 REACH 1 I I E I I
WASTE I 0 , 00 E 110 . 00 I 0 .00 I 5 . 00 I
HEADWATERS I 0 . 00 I 0 . 00 f 0 . 00 I 0 .00
TRIBUTARY I 0 . 00 I 0 . 00 i 0 . 00 I 0 . 00
RUNOFF * I 0 .00 I 0 . 00 I 0 . 00 f 0 . 00 I
RUNOFF FLOW IS IN CFS/MILE

- ��-
. �
'
MODEL RESULTS **********
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DISCHARGER 0AVID CURRIE SFR
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RECEIVING STREAM : UT MILL CREEK
THE END D . O . IS 5 ^ 86 MG/L
THE END CBOD IS 94 , 32 MG/L
/
THE END NBOD IS O ^ OO MG/L
THE D . O . MIN . OF SEGMENT 1 IS 5 ^O0 MG/L
|
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT O
|
' WHICH IS LOCATED IN REACH NUMBER 1 �
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THE WLA FOR SEGMENT 1 REACH 1 IS 110 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS O MG/L OF NBOD
THE REQUIRED EFFLUENT D. O . IS 5 MG/L |
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 4 , 5E-4 MP-0
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