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q\1:3k3 Engineer Date Rec. # ,Nl• 141j yy ,�,,,�,,� I�rut� WASTE LOAD ALLOCATION �(3 -3En .
a Facility ill Name: eO 44�'�` Date: Z-Z�f
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Permit No. : Yil. �� T7 1 Pipe No. : 007 County: �
o Proposed
! Design Capacity (� : Oro Q h Industrial (% of Flow) : Domestic (% of Flow) : �+/a
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L OwsA,� 7`!L Sub-Basin: O3-O 1--0_ ReceivingStream: lnT /`1.1f CrC/ts/G Class
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C � 8 1�w (Please attach) Re uestor: lFVty � Office
� Reference USGS Quad: q
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-- (Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp. : lid°C. Drainage Area: U, 13 rn Z Avg. S treamf low: al C[5
7Q10:. 0. 0 C FS Winter 7Q10: 30Q2:
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� Location of D.O.minimu (miles below outfall) : Slope:.. � '
E Velocity (fps) : DI i K1 (base e, per day, 20°C) : K2 (base e, per day, 20°C) :
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co) Effluent Monthly Effluent Monthly
a) Characteristics Average Comments Characteristics Average Comments
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Original Allocation 1 ( ;
Revised Allocation I Date(s) of Revision(s)
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/ Confirmation()
r::1 (Please attach previous allocation)
Prepared By: \.16 V A' it/1M `r" Reviewed By: 4vetal":_iae-al), --Date: t 3
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For Appropriate Dischargers, List Complete Guideline Limitations Below
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Effluent Monthly Maximum Daily
Characteristics Average Average Comments
Type of Product Produced Lbs/Day Produced Effluent Guideline Reference
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57I 12•30• 572 (WINS TON-SALE EAST) 5]4 10� try•,v TON-FALEM!COURTHOUSE;6.6 MI 5]]
w:NST0'Y SALEM (COURTHOUSE 4956 II SW W'N�r aLc '�THOIJSE, b7h11. PFAFFTOWN 15 MI.
vr" , I. SCALE 1:24 000 e'AMON5 , Al/
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REQUEST NO . : 656
***?k***************** WASTELOAD ALLOCATION AF'PROVIL FORM *********************
RECEIVED
North Piedmont
1 '-' '^')al Off/a
I FACILITY NAME : MEACHAM RESIDENCE
1333
TYPE OF WASTE : DOMESTIC
I COUNTY : FORSYTH _11, Logi
REGIONAL OFFICE : WINSTON-SALEM REQUESTOR : RAVE ADKINS
RECEIVING STREAM : UT LOWERY MILL CREEKSUBBASIN : 030704
7010 : 0. 0 CFS W7010 : CFS 3002 : CFS
DRAINAGE AREA : 0 . 13 SO .MI . STREAM CLASS : A-II
************************ RECOMMENDED EFFLUENT LIMITS ********************* :**
I
WASTEFLOW (S ) ( MGD) : .00045
DOD-5 ( MG/L) : 30
NH3--N (MG/L ) :
D . O. ( MG/L) : 6 I
FECAL COLIFORM ( /100ML ) : 1000
TSS ( MG/L ) : 30
**********************************************:**********************************
I / I
FACILITY IS : PROPOSED ( ) EXISTING ( ) NEW ( v)
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY :
0 MODELER :-_ _._-__DATE A ! 1 E3
SUPERVISOR ►MODELING GROUP : _-- __ vV_ __._._tIATE : .D
REGIONAL SUPERVISOR : i /• I DATE : ../1..g.3__-
RECEIVED PERMITS MANAGER " . ��a _. DATE : _ _ALAS ___..
I )1P 1� lvra I
APPROVED BY :
WATER QUALITY SECTION
OPERATIONS BRANCH
DIVISION DIRECTOR : ____.._____DATE : .. _._
r
64414
3/25 03
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*** INPUT UATA SUMMARY ***
� I
f FLOW I CBOD I NBOD I D . O . 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 0.00 110 . 00 I 0 . 00 I 6 . 00 I
HEAI1WATERSI 0.00 I 0 . 00 I 0 . 00 I 0 .00 I
TRIBUTARY I 0 . 00 I 0 . 00 I 0 . 00 I 0 . 00 I
RUNOFF * I 0 .00 I 0 . 00 I 0 .00 I 0 .00 I
* RUNOFF FLOW IS IN CFS/MILE
I �
•
********** MODEL RESULTS **********
DISCHARGER :MEACHAM RESIDENCE
RECEIVING STREAM :UT LOWERY MILL CREEK
**********************************************4:***************:********
THE END D . O. IS 6 . 60 MG/L
*********************** .**************************:********************
THE END CBOD IS 50 . 99 MG/L
**********************************************************************
THE END NBOD IS 0. 00 MG/L
**************************************:*******************4:***4***:*****
THE D. O . MIN . OF SEGMENT 1 IS 4 . 97 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0 . 1
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 110 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
.****************************4:***********4.444.44**:****4:*4.4.4*.*:****4.******
*** MODEL SUMMARY DATA ***
DISCHARGER « MEACHAM RESIDENCE SUBBASIN : 030704
RECEIVING STREAM UT LOWERY MILL CREEK STREAM CLASS : A—II
7010 0 .0 CFS WINTER 7010 : CFS
DESIGN TEMPERATURE 25 DEGREES C. WASTEFLOW « 0 . 0009 MGD
1LENGTHISLOPE I VELOCITY IDEPTH I KI 1 Kr 1 Kra 1 K2 I Oro I
( MILES IFT/MI 1 FPS I FT I /DAY I /DAY 1 /DAY I /DAY 1CFS/MII
I I I I I I I I I 1
SEGMENT 1 I 1 . 001184 . 201 0 . 10 10 . 09 11 . 26 11 . 26 10. 00 136 .97 10.00 1
REACH 1 1 1 I I I 1 I 1 I I
ALL RATES ARE AT 25 DEGREES C .