NCG550094_Wasteload Allocation_19820426

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NPDES WASTE LOAD ALLOCATION �o�acd � ,a `�`��
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a Facility Name: NO-AAja (C¢AJLQ ‘ .///) Date: Y"ZG '�Z
v Existing I i Permit No. : N Pipe No. : 0 0 I County: . -4V14 bN'
42 Proposed 1
Design Capacity (MGD) : Industrial (% of Flow) : Domestic (% of Flow) : /Oo
Lr
L t1 CrgL Sub-Basin: 03- O� ' 04
Receiving Stream: U.?� Al i 4d /'1 Class: f�j Q
7,3
o 11��L (Please attach) Requestor: �/4vid 1Qt-1; 7. Rwrie Office /
Reference USGS Quad: q
(Guideline limitations, if applicable, are to be listed on the back of this form.)
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Design Temp. : Drainage Area: 't �''„ Avg. Streamflow:
o c f Winter 7Q10: b. O l :_, 30Q2: ). (-3 c- ��
a)- 0• (a AAA- • 1` ' .
a, Location of D.O.minimum (miles below outa ) : S10 e:
n • I K (base e, per day, -200C) : i' ado K2 (base e, per day, -8°C) :
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E Velocity (fps) : 1
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Effluent Monthly Effluent Monthly
a) Characteristics Average Comments Characteristics Average Comments
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Original Al
location I '
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Revised Allocation ---1Date(s) of Revision(s) I
(Please attach previous allocation)
Confirmation r--1
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Prepared By•
K��c �- ,r > s • Reviewed By: (�il1 Date: /1-2''':) U 1/
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For Appropriate Dischargers, List Complete Guideline Limitations Below
MonthlyMaximumDaily
Characteristics Average Average Comments
Type of Product Produced Lbs/Day Produced Effluent Guideline Reference

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REQUEST NO . 1 446
• 4# # #:n4:#: .*..* *.*.*..# * # # #*4.#.4: WASTELOAD ALLOCATION APPROVAL FORM * #:4:*:*:* #**********'***
FACILITY NAME. : HARRIS RESIDENCE
TYPE OF WASTE DOMESTIC
COUNTYDAVIDSON
REGION/IL OFFICE WINSTON—SALEM REOUES;TOR : LAVE ADKINS
RECEIVING STREAM UT MILLER CREEK SUBBASIN 030704
7010 I 0 . 0 :_,FS W7010 : 0 . 0 CFS 3002 : 0 . 0 CFS
DRAINAGE AREA 0 . 04 SG . MI . STREAM CLASS : C:
4.*****:*:****.#*44***:*.**.*..# RECOMMENDED EFFLUENT LIMITS :4:**# #.*********: :K4**'K'****
WASTEFLOW ( S ) (MGD ) 0 . 0005
I'OD-5 (MG/L ) ,' 18
NH3 —N ( MG/L) 1 1
D . O . (MG/L ) �5
PH (SU) 6-8 . 5
FE:CAL COL I FORM ( /100ML ) : 1000
f5S ( MG/L ) 30
:4.*...#.*****# # #****4*.*.***.*.****:*****.*:4**.44.*...*.#*.**********4****:**:44:4**:**:*44:4:4444.4:4:#:4:4:
FACIE_.I'1"Y ISPROPOSED ( i EXISTING ( NEW ( )
I....IIMITS ARE: : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUE
REVIEWED AND RECOMMENDED B'1` `a
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irCil E:L 10—
ER ' _. LATE __.
SUPERVISORsMODELING GROUP _..._ __!�.__ _ . __ _ _.�` 1._._. :IATE f
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RE:GIONAL SUPERVISOR : __. A _ . __._ __ __—Irr=,TF. : 0AZ_._
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PERMITS MANAGER ___..._.._........... ._._.._ ____._DATE . __.... _ _.. �.
,; PROVED iT >
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.1J i V I:.i i�1�� DIRECTOR A 1 (::. i ._.

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MODEL RESULTS
. . . .
/ . .. .'. . .
DISCHARGER :HARRIS RESIDENCE
RECEIVING STREAM : UT MILLER CREEK
THE END D. O. IS 5 ^ 85 MG/L
THE END CBOD IS 14 ^ 45 MG/L
THE END NBOD IS O ^ OO MG/L
THE D . O. MIN . OF SEGMENT 1 IS 4 ~ 99 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0 ^ 6
WHICH IS LOCATED IN REACH NUMBER 2
THE WLA FOR SEGMENT 1 REACH 1 IS 34 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 5 ~ OE-4 MGD
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 2 IS O MG/L OF NBOD
THE REQUIRED EFFLUENT D . O . IS O MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 2 IS O MGD
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_ ..411kR ** MODEL. SUMMAR ( DATA ***
DISCHARGER 1 HARRIS RESIDENCE SJBBASIN 1 030701
RECEIVING STREAM 1 UT MILLER CREEK STREAM CLASS. C
7L210 : 0 .0 CFS WINTER 7010 ° C . 0 CFy
DESIGN TEMPERATURE:. : 25 DEGREES C . WASTEFLOW 1 0 . 0005 MGI.
! E..ENGTH I SLOPE I VELOCITY I DEPTH I K1 , I,.: ;• , Km 1 K2 1 Oro
( MILES 1 FT;MI ! FF 3 l F T . LAY I , DA1 1 . I1AY 1/DAY I CFS:!MI
SEGMENT 1 I 0 . 20 1 105 . 30 1 0 . 10 I 0. 0Y 11 . 26 i 1 . 26 I 0 . 00 1 21 . 13 I 0 . 00
REACH 1 1 1 ! 1 I l
SEGMENT 1 I 1 . 00 1 37 . 701 0 . 10 I 0 . 09 ! 1 . 15 I 1 . 15 I 0 .00 I 7 .57 I 0 . 00
REACH 2 I I I I ! I I
ALL RATES ARE AT 25 DEGREES C ,