NCG550261_Wasteload Allocation_19831118

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NPDES WASTE LOAD ALLOCATION • I -
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Facility Name: 00k3 I-tlICI-k PA—t J Date: iA`t8\ 3 .
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0 Existing I Permit No. :/1"°0-1`f Pipe No. : County: `Yal�C.:P%
0 Proposed
Design Capacity (MGD) : 14-)C3 'S6 Industrial (% of Flow) : Domestic (% of Flow) : 1. 00
Receiving Stream: D0 +o.1.) cf._ Class: f� ^'T/c'uT b-Basin: O��'� -OZ
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E Reference USGS Quad:a Li i g" (Please attach) Requestor: l 1 \eL›,— l £� Regional Office /�I`7�
°C (Guideline limitations, if applicable, are to be listed on the back of this form.) •
Design Temp. : 22 o C- Drainage Area: S. / " z Avg. Streamflow: 7. 6 c-
7Q10: I'g`"1 c-s Winter 7Q10: 30Q2:
as
a Location of D.O.minimum (miles below outfall) : 0 Slope: 33 3 -9, -'
E Velocity (fps) : • 114 , K1 (base e, per day, 20 C) : - .47- K2 (base e, per day, 24°C) : 53. Yz
c.)
0
H I Effluent Monthly Effluent Monthly
0 Characteristics Average Comments 1.Characteristics Average Comments
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ev �, C -Q c- 4_,In f or r.. toes e # lloo ,,..A.c�
-rs5 30 f^11
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Original Allocation ✓I
Revised Allocation I 1 Date(s) of Revision(s)
(Please attach previous allocation)
Q. P 6 ( C , . w /( ;,_ U.1:2 ���
Prepared By: ti Reviewed By: Date: /�-7—g3

II
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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' REQUEST NO . � 7�3
`
WASTELOAD ALLOCATION APPROVAL FORM
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FACILITY NAME DON RIDDLE PROPERTY
TYPE OF WASTE D&vA"Ti 4
COUNTY BUNCOMBE
REGIONAL OFFICE ASHEVILLE REQUESTOR MAX HANER
^
RECEIVING STREAM + ROBINSON CREEK SUBBASIN 4O3O2
7Q1O � 1 , 34 US W7Q10 CFS 3OO2 � CFS
DRAINAGE AREA � 5 ^ 1 SQ ^ MI , STREAM CLASS � AII , TR ~.
************************ RECOMMENDED EFFLUENT LIMITS
WASTEFLOW ( S ) ( MGD ^ 00045
BOD-5 (MG/L 30
NH3-N ( MG/L. ) �
D , O ^ ( MG/L ) �
PH ( SU)
FECAL COLIFORM ( /100ML 1000
/
TSS ( MG/L) + 30
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FACILITY IS PROPOSED ( «' ) EXISTING ( ) NEW ( )
LIMITS ARE REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY }SSUED
REVIEWED AND RECOMMENDED BY �
10
MODELER TE
SUPERVISOR , MQDELING GROUP � - ` ^ ^r DATE � -�^�� � ��
REGIONAL SUPERVIS PIP--
OR � - V- ' - �� -----DATE
PERMITS MANAGER � -- -����%���-----DATE
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G. O 1983
CgRY ���T\Dp
'. . SECT IV
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MODEL RESULTS
DISCHARGER tDON RIDDLE PROP ^
RECEIVING STREAM : ROBINSON CREEK
**********************************************************************
THE END D . O. IS 8 ~ 55 MG/L
**********************************************************************
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THE END CBOD IS 2 . 65 MG/L~
THE END NBOD IS O ~OO MG/L
/
THE D . O . MIN. OF SEGMENT 1 IS 7 ^ 85 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT O
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 O MG/L OF NBOD
THE REQUIRED EFFLUENT D . O . IS O MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 4 . 5E-4 MSD
**********************************************************************
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