NCG550105_Wasteload Allocation_19830317

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O-E : Cff-A. AC.C. n,,,_b TO P o N ,,\`.,3 NPDES WASTE LOAD ALLOCATION L 1 - 5 1534- 4 *
;4 Facility Name: / 1✓ . 6Atc.,: IJ1 £.€4_ Date: l 1 C-'1-/
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Permit No. : Pipe No. : dPo/ County: /'9 1 e—'-f .
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Design Capacity (1 } : ������ Industrial (% of Flow) : Domestic (% of Flow) : /0 0
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Receiving Stream: p4,vU� C�/l<<< Class: C"//f• Sub-Basin: 0 03 d6 .
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Reference USGS Quad: C.- 1D IJW (Please attach) Requestor: ..:!.;%>47"/t Rom-Office Rile
°C (Guideline limitations, if applicable, are to be listed on the back of this form.)
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Design Temp. : 0 Drainage Area: `+' `i'M "7-"° Avg. Streamflow: 7, 0 Lf 5 ,
7Q10:, l ' Winter 7Q10: ry , 1 1) '4 30Q2: .2. 5 C
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15 Location of D.O.minimum (miles below outfall) : Slope: .. /� f'IJM..l .
E Velocity (fps) : . Kl (base e, per day, 20°C) : K2 (base e, per day, 20°C) :
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H Effluent Monthly Effluent Monthly
0 Characteristics Average Comments Characteristics Average Comments
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Original Allocation
Revised Allocation 1 1 Date(s) of Revision(s)
(Please attach previous allocation) _
Confirmation /� r---1
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` Prepared By: j:WIA..,(L, Ueviewed By: (1.46. 40100,04—,4Date: 3/30/63"
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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, 4 ML
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WASTELOAD ALLOCATION APPROVAL FORM *********************
' RECEIVED
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Water Quality Division
FACILITY NAME + LARRY GARLAND SFR
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TYPE OF WASTE � DOMESTIC ��� ----
| Western Regional Office
COUNTY | MITCHELL
Asheville, North Carolina
REGIONAL OFFICE | ASHEVILLE REQUESTOR DAVE ADKINS
RECEIVING STREAM | SPRING CREEK SUBBASIN � O4O3C6
~
7Q1O � 1 ^ 6 CF� W7Q1O � 2 ^ 1 CFS 3OQ2 � 2 , 9 CFS
DRAINAGE AREA 4 ^ 40 SQ ~MI , STREAM CLASS * C-TR
************************ RECOMMENDED EFFLUENT LIMITS
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WASTEFLOW ( S ) ( MGD ) 40 ~ 0003
BOD-5 (6G/L ) + 30
NH3---N ( MG/L ) |
D , O , (MG/L) �
PH ( SU ) �
FECAL COLIFORM ( /100ML ) |
TSS (MG/L ) � 30
FACILITY IS � PROPOSED ( w^` EXISTING ( ) i�EW ( )
LIMITS ARE REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY �
MODELER
SUPERVISOR , MODELING GRAUP DATE
REGIONAL SUPERVISOR "' -----DATE
PERMITS MANAGER ����-���-------DATE
APPROVED BY �
DIVISION DIRECTOR
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::#* INPUT DATA SUMMARY ***
• 1 FLOW I CBOD i NBOIi I D . D .
I CFS f MG/L I MG/L ! MG/L
1 i I I I
SEGMENT j. REACH 1 i I I I
WASTE 1 0 . 00 1 110 . 00 I 0 .00 I 0 . 00
HEAtIWATERS i 1 . 60 I 2 .00 I 0 . 00 I 8 ..30
TRIBUTARY TRIBHTARY 1 0 . 00 1 0 . 00 I 0 . 00 I 0 . 00 1
RUNOFF * 1 0 . 00 I 0 .00 1 0 .00 I 0 . 00 1
* RUNOFF FLOW IS Ind CFS/M]:L.E:
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********** MODEL RESULTS
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DISCHARGER :LARRY GARLAND SFR
RECEIVING STREAM : SPRING CREEK
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THE END D . O . IS 8 ^ 30 MG/L
THE END CBOD IS 2 ^ 03 MG/L
THE END NBOD IS O ^ OO MG/L
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THE D . O . MIN ~ OF SEGMENT 1 IS 8 ~ 30 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 NB3D �
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THE REQUIRED EFFLUENT D . O . IS O MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 3 ~ OE-4 MGD
**********************************************************************
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** MODE.L. SUMMARY DATA ***
DISCHARGER t LARRY GARLAND SFR SUBDASIN 040306
RECEIVING STREAM SPRING CREEK STREAM CLASS: C-i R
7010 : : . L CFS WINTER 7010 : 2 . 1 CFS
DESIGN TEMPERATURE 2 20 DEGREES C . WASTEFLOW : 0 . 0003 MGD
1 LENGz T H I SLOPE 1 VELOCITY I DEPTH 1 K1 I Kr i Kri 1 K2 i Oro i
i MILES I FT/MI 1 FPS; 1 FT i /DAY 1 / DAY 1/DAY I /IiAY I CFS/MI I
1 I 1 1 1 I I 1 1 1
SEGMENT 1 I 0. 201 227 . 81 0 . 19 10 .75 i 0 . 50 1 0 . 50 1 0 . 00 150 .00 10 . 00 i
REACH 1 1 I 1 I 1 i 1 1 i I
ALL RATES ARE AT 20 DEGREES _ .