NCG550229_Wasteload Allocation_19891016

S7/io �'G Engineer Date Rec. #
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NPDE WASTE LOAD ALLOCATION -,30a •�.:
Facility Name:z.
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o Existing ri /t g goo s-4. Os� 4®- :�i 4070
Permit No. : Pipe No. : County
(0 Proposed }/j 40 6Pj _
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Design Capacity ) : Jo496.421.) Industrial (% of Flow) : Domestic (% of Flow) : fti'f4
4 7 4� O3 70 ?
Receiving Stream:"9-7 Class: C Sub-Basin: -��'
® Reference USGS Quad: _big (Please attach) Requestor:acrl - - Reg=i- na-1 Office 17c7/‘
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C (Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp. : 44-° -/ Drainage Area: 0. 0 01 72— Avg. Streamflow:.
7Q10 ODD Lf. Winter 7Q10: 30Q2:
a Location of D.O.minimum (miles below outfall) : Slope: - �D ,`" -1,bt `
1 f
E Velocity (fps) : (0 i ( K1 (base e, per day, 20°C) : K2 (base e, per day, 20°C) :
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c.,
y Effluent Monthly Effluent Monthly
aU Characteristics Average Comments Characteristics Average Comments
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Original Allocation I
Revised Allocation I 1 Date(s) of Revision(s)
r::1 (Please attach previous allocation)
Co firmation
60
Prepared By: —vr A./1 " 3---C--.6%4P-e4c--4-4----- Reviewed By:_ / Date: 01 5 83

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For Appropriate Dischargers, List Complete Guideline Limitations Below
Effluent Monthly Maximum Daily
Characteristics Average Average Comments
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Type of Product Produced Lbs/Day Produced Effluent Guideline Reference

REQUEST NO. 802
WASTELOAD ALLOCATION APPROVAL FORM
FACILITY NAME EDDINGER RESIDENCE ^
TYPE OF WASTE i DOMESTIC
COUNTY : DAVIDSON
REGIONAL OFF CE i WINSTON-SALEM REQUESTOR ! DAVE ADKINS
RECEIVING STREAM UT RICH FORK CREEK. SUBBASIN : 030704
7Q10 CFS W7010 CFS 3002 CFS
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DRAINAGE AREA 0^ 02 SQ ^ MI ^ STREAM CLASS !C
************************ RECOMMENDED EFFLUENT LIMITS ************************
WASTEFLOW(S) (MGD) 1 ^00045
BOD-5 AG/L) | 30
NH3-N (MG/L) �
D . O. (MG/L) 6
PH (SU) 6-8 ^5
FECAL COLIFORM (/100ML) l 1000
TSS (MG/L) 30
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FACILITY IS 1 PROPOSED ( ) EXISTING ( ) NEW
LIMITS ARE 1 REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY :
'
MODELER DATE �
SUPERVISOR,MODELING GROUP DATE �
REGIONAL SUPERVISOR DATE �
PERMITS MANAGER --------------- --DATE � --
APPROVED BY
DIVISION DIRECTOR ---DATE I
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{ * INPUT DATA SUMMARY ***Z
I FLOW 1 CBOD I NBOD I D .O .
I CF'S 1 MG/L I MG/L l iiiGIL
I 1 I I E
SEGMENT I REACH 1 I I I I I
WASTE 0 . 001 1131 . 000 I 0 . 000 I 6 . 000
HEADWATERS l 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
RUNOFF * 1 0 .000 I 0 .000 1 0 .000 i 0 .000
* RUNOFF FLOW IS IN CF8/MILE

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MODEL RESULTS **********
DISCHARGER � EDDINGER RESIDENCE
RECEIVING STREAM � UT RICH FORK CREEK
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********************** ***********************************************
THE END D. O . IS 5 . 49 MG/L
***********
THE END CBOD IS 104 ^ 02 MG/L.
********************************************************************** `
THE END NBOD IS 0^00 MG/L
*****************************************************************�****
THE D ^O, MIN ^ OF SEGMENT 1 IS 5 ^ 08 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 131 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS O 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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