NC0060844_Wasteload Allocation_19850121

Engineer Date Rec.
NPDES WASTE LOAD ALLOCATION e-P i/-1--f
a Facility Name: ol airif Date:
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—+ Existing
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Permit No. Pipe No. ( County: _
CD Proposed
2 Design Capacity (MGD) : Q� Q� / Industrial (% of Flow) : Domestic (% of Flow) : l�
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_ Receiving Stream: o r 1- �a`I& W(/ 64 Class: Sub-Basin:
c Reference USGS Quad: 14 � _ NF (Please attach) Requestor:.., Regional Office
°= (Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp. : Z L L Drainage Area: U Avg. Streamflow:
7Q10: r Winter 7Q10: C' . 30Q2: r
Location of D.O.minimum (miles below outfall) : Slope: _ D -
Velocity (fps) : C^+: Kl (base e, per day, 200C) : K2 (base e, per day, 200C) :
0
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H Effluent Monthly Effluent Monthly
Characteristics Average Comments [Characteristics Average Comments
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)Re
ina o ion
ocation Date(s) of Revision(s)
(Please attach previous allocation)
ation
ared By: -1 - rc -r Reviewed By: Date: LIE
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~ Reouest No. 1114
--------------------- WASTELOAD ALLOCATION APPROVAL FORM ---------------------
Facility Name LAUREL HILLS, INC^
Type Of Waste DOMESTIC
Receiving Stream UT-LITTLE TENN ^
Stream Class C
Subbasin 040401
County MACON
Regional Office ASHEVILLE
Reouestor HELEN FOWLER
Drainage Area (so mi ) ^ 13
7010 (cfs) 0
Winter 7010 (cfs) O
3002 (cfs) ^05
------------------------- RECOMMENDED EFFLUENT LIMITS ---------------------------
LID I--Q;:,
Wasteflnw (mgd) � ^0O9 'u�� let-)
5-Day BOD (mg/1 ) 15 (�
Ammonia Nitrogen (mg/l ) � 10
Dissolved Oxygen (mA/l > � 6
PH (SU) 4 6-8^5
Fecal Coliform (/1OOml > � 10OO (on" " ~
TSS (mg/1 ) � 30 ? � "
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----------------------------------- COMMENTS ------ ---------------------
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FACILITY IS If PROPOSED ( ~/� EXISTING NEW ( )
LIMITS ARE � REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSiY JSSUED
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RECOMMENDED BY - -^�--�:�4�B��TF �
REVIEWED BY�
- SUPERVISOR, TEGH^ SUPPORT .--DATE h A�
REGIONAL SUPERVISOR -D ATF
Approval is ( ) preliminary final
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PERMITS MANAGER �__----�������',���-----DATE ��'�u� -

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MODEL RESULTS
DISCHARGER !LAUREL HII...LSP INC.
RECEIVING STREAM :UT-LITTLE TENN. RIVER
THE END D.O. IS 4.98 MG/L
THE END CBOD IS 46.01 MG/L
THE END NBOD IS 0.00 MG/I_
THE D.O . MIN , OF SEGMENT I IS 4 .95 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MIL.EPOINT 0.2
WHICH IS LOCATED IN REACH NUMBER :I.
THE WLA FOR SEGMENT I REACH I IS 55 MG/L OF CBOD
THE_. WKA FOR SEGMENT I REACH :I. IS 0 MG/L OF NSOD
THE REQUIRED EFFLUENT D. O. IS h MG/L
THE WASTEFLOW ENTERING SEC I REACH I IS 0. 009 MOD

MODEL RESULTS
DISCHARGER :LAUREL. HT.I..LS9 T.NG.
RECEIVING STREAM !UT-L. T . RIVER
THE END D.O . . IS 4 .91 MG/L
THE END CBOD IS 60. 43 MG/L
THE END NROD IS 0.00 MG/L
THE D,O. MIN, OF SEGMENT 1 IS 4 .91. MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0. 25
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT I REACH I IS 68 MG/L OF CBOD
•THE.. WLA FOR SEGMENT I REACH i IS 0 MG/k OF NBOD
THE REQUIRED EFFLUENT D. CI. IS h MG/L
THE WASTEFLOW ENTERING SF_.G I REACH I IS 0 . 009 MOD
i

>R MODEL SUMMARY DATA
DISCHARGER LAUREL_ HT1..1..7n INC - StJPRAST.N Y 040401.
RECEIVING STREAM UT—L.T.TTL.E TENN. RIVER STREAM CI..ASS: C
7Q10 i 0 CFS WT.NTFR 701.0 0 CFS
DESIGN TEMPERATURE t 24 DEGREES C. WASTEFLOW 8 . 009 MOT►
LENGTHISL.CIPF.. I VELOCITY IDEPTH I KI I K1 1 K2 1 K? 1 Kra I
MILES I FT/MI I FPS I FT I /DAY 1 @20 I /DAY I @20 I /DAY I
I 1 I I I I { I I I
SEGMENT 1 1 0.251 80.001 0. 1.00 1 0. :L0 1 1 . 1.7 1 0 .97 1 1. . 711 :1.4 . 401 0.001
REACH 1. 1 1 1 1 1 1 1 1 1 1
*fit INPUT DATA SUMMARY
I FLAW I CBOT.► I NROT► I C►.O . I
I CFS I MCi/I._ I Mr/I.. I MC.)/I.. I
I I I I !
SEGMENT I REACH I I
WASTE 1 0.01.4 1 55.000 1 0.000 1 6.000 1
HEADWATF..RS ! 0.000 1 0.000 1 0 .000 1 0.000 1
TRIBUTARY 1 0.000 1 0. 000 1 0.000 1 0.000 1
RUNOFF >k 1 0.000 1 0.000 1 0.000 1 0 .000 1
RUNOFF FLOW TS IN CFS/MILE