NCG550120_Wasteload Allocation_19840713

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ff3I , . Engineer Date Rec. #
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MU-WASTE LOAD ALLOCATI r r (744 7 -C-° ,1q7
;.. Facility Name: DkVir) . 'RevEI.t.— 4".IDE '�- - lies_co4 3` 1 Date: 7-3 _ g+ .
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Permit No. : Pipe No. : ©o t County:
0 Proposed
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Design Capacity (MGD) : Industrial (% of Flow) : Domestic (% of Flow) : 0Q /O
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Receiving Stream: U•7. O SAgD' l� AIL Class: . Sub-Basin: O 3— 04 -- al
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Reference USGS Quad: M�K (Please attach) Reguestor: YL Ti1ti-�-1 Regional Office 614C)
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-- (Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp. : Drainage Area: O l. (O1 Z Avg. Streamflow: O. 5 o,fS
7Q10:, Di `� V ' O C'flp Winter 7Q10: 010 ( 30Q2:
15 Location of D.O.minimum (miles below outfall) : Slope: _ 7 �- I ,,,u
E Velocity (fps) : n. I K1 (base e, per day, 200C) : K2 (base e, per day, 20°C) :
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H Effluent Monthly` t Effluent Monthly
a) Characteristics Average Comments Characteristics Average Comments
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Original Allocation
\ Revised Allocation l I Date(s) of Revision(s) PLOTTED—
(Please attach previous allocation)
. Confirmation ,
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Prepared By: 0 �i e�1Ji Reviewed By: )4 _ Date: _ 10 1 iH
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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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�y.�e. REQUEST NO . : 797
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********************* WASTEI...OAD AI...I..00( TION APPROVAL. FORM *********************
FACILITY NAME : DAVID REVEL.L. RESIDENCE
TYPE OF WASTE : DOMESTIC
COUNTY : RANDOI...PH
REGIONAL OFFICE. : WINSTON- SAI...EM REQUESTOR : CHERYI.. BYERLY
P:ECEIV.ING STREAM : UT SANDY CREEL; SI.!BBASTN : 030609
7010 : 0. 0 CFS W7010 : 0 . 0 CFS 3002 : CFS
DRAINAGE AREA : .6 SQ . MI . STREAM CI ASS :C
********************* *-*:*: RECOMMENDED EFFLUENT !TM-Ts :******************f*****
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WASTEFI...OW( S ) ( MGD) : .00045
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DOD- ( MG/L ) : 15 ` , , '0��
NH3•-N ( MG/L )
D . O. ( MG/L ) : 6 -st f,.
Ili ( SU) : 6-8 . 5
FECAL COLIFORM ( /100ML) : 1000
T'SS ( MG/I.. ) : 30
' 1f***************:**************;******************* ***** :*:f.***;i4***********:****
FACILITY IS : FROF'OSED ( ) EXISTING ( ) NFW ( ;
I...IM:I:TS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
PE:VIEWED AND RECOMMENDED BY :
MODELER : .._...._.._ _._ _._ _ .. .. .. DATE : .. Ie
SUPERVISOR s MODEL..T NG GROUP : 44.4. .. .. .. .. ... ... ...DATE : .. ;74D/`=)
REGIONAL SUPERVISOR : ._.... ._. ... ... . . 4 __._._ ... _ DATE : 7/2VI7
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F'L:.RM.T.TS MANAGER : . /fix=�'z .. . 42 _ _ __DATE 2:4 /-A

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• • *** MODEL SUMMARY DATA ***
DISCHARGER DAVID REVEL.L SUBBASIN : 030609
RECEIVING SlREAM : UT SANDY CREEK STREAM CI.. ASS: C
/010 : 0 . 0 CFS WINTER 7010 : 0 .0 CFS
DESIGN TEMPERATURE : 25 DEGREES C . WASTEFL OW : . 00045 MGD
I LENGTH I SLOPE I VELOCITY 1 DEPTH I Kt I Kn I SOD I K2 I NetPSI
! MILES IFT/MI I FPS I FT 1 /DAY I /DAY IMG/M2DI /DAY IMG/L /DI
I I I I I I I I I I
SEGMENT 1 1 0 . 801 72 . 501 0 . 100 10 .09 11 . 26 10 . 00 I 0 . 01 1.4 . 551 0 .001
REACH 1 I I 1 I 1 I 1 I I I
AL..L_ RATES ARE AT 25 DEGREES C .
*** INPUT DATA SUMMARY * l*
I FLOW I CBOD I NBOD I D . G. I
CFS I MG/L. I MG/L i MG/L. I
I i I I i
SEGMENT 1. REACH 1 I I I I I
WASTE I 0 .001 47 .000 I 0 . 000 I 6. 000 I
HEADWATERS ! 0 .000 I 0 .000 I 0 . 000 I 0 .000 I
TRIBUTARY I 0 . 000 I 0. 000 I 0. 000 I 0. 000 I 1
RUNOFF * I 0 .000 I 0 .000 I 0.000 I 0.000 I
* RUNOFF FLOW IS IN CFS/M1:L.E:

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********** MODEL RESULTS **********
DISCHARGER : DAV.I.D REVELL.
RECEIVING STREAM : UT SANDY CREEK
:** 1 :#****:**:***:****** :*4:*4:*****4***4*******:***************4************
THE END D . O . IS 6 . 00 MG/L
***4::*4:********************:*********************;**********4:****:********
THE END CBOD IS 25 . 41 MG/L.
**:********************************** k**************:****4**************
THE END NBOD IS 0 . 00 MG/L.
:***:#***:****a**:**:*4:*******:**********:*`K*********************************
THE D . O . MIN . OF SEGMENT 1 IS 4 . 93 MG/L.
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0 . 2
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 47 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D . O. IS 6 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 4 .5E-4 MGD
*******;*:*********:*:************:********:******:**" **:********************
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