NCG550280_Wasteload Allocation_19840410

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gineer Date Rec. I #
NPDES WASTE LOAD ALLOCATION _ - 4--IQ 4,4 �
Facility Name: I/i. ld T o� P peit>c'd-- Date: �-4O—.�/
tJ CGS So Z. o Ap•0S1/
v Existing n, Permit No. : --ld-C.&O at 1 r19 Pipe No. : / County: -
CD Proposed Rq.
4" Design Capacity (MGD) :C/•06e`( Industrial (% of Flow) : Domestic (% of Flow) : A�4 O
Receiving Stream:l vc�i�AJ5c'� Class: Sub-Basin: y,ilm",,,) (030 Plota-)—0-z..
ers
o - 17SW q ,I'/� • /4d6ZS�� Regional Office W$RC
Reference USGS Quad: (Please attach) Re uestor: g
°= (Guideline limitations, if applicable, are to be listed on the back of this form.)
T
Design Temp. : 2`5 /i5 % Drainage Area: ' 17 tiV".• 2 Avg. Streamflow: O. -; c-ES
7Q10: n C- c, Winter 7Q10: 4 c{ C . 30Q2: G (_-_-(c
15 Location of D.O.mini I ut[� (miles below outfall) : Z ''�: Z� / 1 Slope: o j y, ,r I(�3
— i 'ol 0 K (base e, per day, 20 C) : �
E Velocity (fps) : K1 (base e, per day, 20 C) : 2
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Effluent Monthly iMtov�` 1 1 Effluent Monthly
Characteristics Average Comments Characteristics Average Comments
4.0
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a �c Cc..Y Co� 100u �d0a l/oo
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Original Allocation 1-97
Revised Allocation I El
Dates) of Revision(s)
(Please attach previous allocation)
Jil
Confirmation
Prepared By: 7/�(.t/7.� Reviewed By: Date

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. : 1098
***************t***** WASTELOAD ALLOCATION APF'ROVAI.. FORM *********************
t EIVE
FACILITY NAME : TOMMY ANTHONY Rh`dc,,k,tc
APR 2 01984
TYPE_. OF WASTE : DOMESTIC wA,TER QUALITY SECTION
COUNTY : FORSYTH `i`>
REGIONAL OFFICE : WINSTON-SALEM REQUESTOR : L .L . ANDERSON
RECEIVING STREAM : UT JOHNSON CREEK SUBBAST.N : 030702
7010 : 0.0 CFS W7010 : 0 . 0 CFS 3002 : 00 CFS
DRAINAGE AREA : 0 .3 SO .MI . STREAM CLASS :A-II
************************ RECOMMENDED EFFLUENT LIMITS **:***:*t*****************
WASTEFLOW( S) ( MOD) : .00045.00045 INTERACTS WITH DISCHARGE FROM
BOD-5 (MG/L) : 17 29 STEWART RESIDENCE .
NH3-N ( MG/L) : 7 14
D . O. (MG/L ) : 6 6
PH (SU) : 6-8 .5 6-8 .5
FECAL COLIFORM ( /100ML) : 1000 1000
TSS ( MG/1.. ) : 30 30
*********************************************** :*** :******* :* :********* :***Mt*
FACILITY TS : PROPOSED ( ) EXISTING ( ) NFW ( )
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PRE.VIOUSI..Y ISSUED
REVIEWED AND RECOMMENDED BY :
(LD?
MODELER :_ , .__. DATE :../ /3 -get
._.._
SUPERVISOR , MODEL.ING GROUP :._ �/ __
REGIONAL SUPERVISOR S ____._.____.,_. . :__. _ DATE.
PERMITS MANAGER DATE :.22':.0.. _

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RECEIVER
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N.C. Dept.NRCD
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. APR 18 1984
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*** MODEL SUMMARY DATA *:**
DISCHARGER : T . ANTHONY RESIDENCE SUR AST : 030702
RECEIVING STREAM : UT JOHNSON CREEK STREAM CLASS : A-II
7010 : 0 .0 CFS WINTER 7010 : 0.0 CFS
DESIGN TEMPERATURE : 25 DEGREES C. WASTEFI..OW : . 00045 MOD
I L..ENGTH I SI...OPE 1 VELOCITY I DEPTH I K1. I Kn I SOD I K2 I NetPS I
I MILES I FT/MI I FPS I FT I /I►AY I /DAY I MG/M?D I /DAY I MG/I../I► 1
I I 1 1 I I I I I 1
SEGMENT 1 I 0 . 351 70 . 001 0. 1.00 10.09 11 . 26 10 .00 I 0.01 14 . 051 0.001
REACH 1 I I I I 1 I I 1 I 1
I i I I I I I I 1 I
SEGMENT 1 I 0 . 401 39.001 0. 100 0 .32 0.65 10 .00 I 0 .01 7 .831 0.001
REACH 2 I I I I I I I 1 I 1
ALL RATES ARE AT 25 DEGREES C .
*** INPUT DATA SUMMARY ***
I FLOW i CROD I NBOD I D .O. I
I CFS I MG/I I MG/I. I MO/L. I
i I 1 I I
SEGMENT 1 REACH 1 I I I I I
WASTE I 0 .001. 116. 000 1 0 .000 I 6.000 I
HEADWATERS I 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
RUNOFF * I 0. 000 I 0 .000 I 0 .000 I 0 .000 I
SEGMENT 1 REACH 2 I 1 I I 1
WASTE 1 0. 000 I 0 .000 I 0.000 I 0 .000 I
TRIBUTARY I 0 . 130 I 2.000 I 0.000 I 7 . 560 I
RUNOFF * I 0 . 1.00 I 2 .000 I 0.000 I 7 .960 I
* RUNOFF FLOW IS 1 CFS/MILE

********** MODEL. RESULTS **********
DISCHARGER IT . ANTHONY RESIDENCE
RECEIVING STREAM : UT JOHNSON CREEK
********* %************: **********************************************:
THE END D .O . IS 8 . 10 MG/L
*******************************************************k *:*******:***:***
THE END CBOD IS 1 .96 MG/L
****************************************** :************** :************
THE END NBOD IS 0 . 00 MG/L
**********************************************************************
THE D .O. MIN . OF SEGMENT 1 IS 4 . 90 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MIL. EF'OINT 0 . 2
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 46 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 9 . 0E-4 MGD
THE WLA FOR SEGMENT 1 REACH 2 TS 0 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 2 TS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D .O . IS 0 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 2 IS 0 MGD
*******************.**.**************-***:**********************4*********
L

•
*** MODEL SUMMARY DATA ***
1
DISCHARGER T . ANTHONY RESIDENCE SUBBASIN : 030702
RECEIVING STREAM 2 UT JOHNSON CREEK STREAM CI ASS: A-II
7010 0.0 CFS WINTER 7010 2 0. 0 CFS
DESIGN TEMPERATURE : 15 DEGREES C. WASTEFL.OW : .00015 MOD
I LENGTH I SLOPE I VEI..°CI TY ! DEPTH I K 1. I Kn I SOD I K2 I NetPS I 1
MILES I FT/MI I FPS I FT I /DAY I /DAY I MG/M2D I /DAY 1 MG/l./D I 1
I 1 I i I I I I 1
SEGMENT 1 I 0 .351 70.001 0. 100 10 .09 10. 79 10.00 I 0 . 01 1. 1 . 301 0.001
REACH 1 I I 1 I I I I I I 1
I I I I I I I I 1 1
SEGMENT 1 I 0 . 401 39 . 001 0. 100 10. 49 10.36 10.00 I 0 .01 6. 301 0.001
REACH 2 1 I I I I I I I I l
ALL RATES ARE AT 1.5 tIF.GREF.S C .
*** INPUT DATA SUMMARY ***
I FLOW I CRUD I NBOD I D.O . I
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 I
WASTE I 0 .001 185. 000 I 0. 000 I 6. 000 I
HEADWATERS I 0 .000 I 0 .000 I 0 .000 I 1 .800 I 1
TRIBUTARY I 0 . 000 1 0 . 000 I 0. 000 I 0.000 I
RUNOFF * I 0.000 I 0. 000 I 0 .000 1 0 .000 I
I I I I I
SEGMENT 1 REACH 2 1 I I I I
WASTE I 0.000 I 0 .000 I 0 .000 I 0.000 I
TRIBUTARY I 0. 300 1 2 .000 I 0.000 I 9. 200 1
RUNOFF * I 0 .300 I 2 .000 I 0.000 I 7 .560 I
___ __ _
_ _ *-_ � - � _RUNOFF FLOWISINCFS/MILE
1