NCG550125_Wasteload Allocation_19930901

Engineer Date Rec. # •
�� ; �OG�� � �N t�L Pam- 0 P �1��VPDES WASTELOAD ALLOCATION r°�� g=�� � �9 • ~ ' . �I
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Facility Name: 6"; iAe1'�J � ; w; RP5rCPi7C C' C ,30,,, �.e, �nl lop,. SC^2) Date: 9- 02O , 8'.3
. Ad_cs-s-o / 2o gav Existin Permit No. 1-5 O 0 V Pipe No. : • 00 / County: . J7 tier/ . .
ct Proposed n
=' Design Capacity (MGD) : 0�� 3 Industrial (% of Flow) :
v Domestic (% of Flow) : J ()
�o T k C ( e-kClass: O4-- ©3 .-C'�C�
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Receiving Stream: u T X�v) u(' Tt Sub-Basin: _
e- 1 k 5 �,fl J ��"7 Regional Office L42... zl1-c&
Reference USGS Quad: (Please attach) Requestor: !"�'�'' g
°C (Guideline limitations, if applicable, are to be listed on the back of this form.)
.
Design Temp. : 22e C., z Drainage Area: en IS v.: Avg. Streamflow: . go
7Q10:, ®. D Winter 7Q10: 30Q2:
a Location of D.O.minimum (miles below outfall) : • OS' MA; Slope: . 1Lis / A41
E Velocity (fps) : d.. , cps Kl (base e, per day, 20°C) : I. 1 K2 (base e, per (lday, 20°C) : 27. 26
0
c.,
0
h Effluent Monthly Effluent Monthly
Characteristics Average Comments Characteristics Average Comments
a. -goD S' 23 «mi t- f`er G 1 - 2 1 Q
CO,CU
)4 44;14 1 S 1t.6f L .
74 Q - 6--4.s . ' ! L .
s F C.141.re rut t566 /Oa%Kt
ca
Original Allocation
s
Revised Allocation I l Date(s) of Revision(s)
Confirmation
lJ (Please attach previous allocation)
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ti Prepared By: (104+--0 C (D C Reviewed By: 4,,,/7._ 71/6e1.4,4„,_ Date: /0'/,5 E �5

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` a 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

REQUEST NO . 712
WASTELOAD ALLOCATION APPROVAL FORM
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FACILITY NAME GILBERT RESIDENCE
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TYPE OF WASTE i DOMESTIC
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COUNTY AVERY
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� REGIONAL OFFICE ASHEVILLE REQUESTOR : HELEN FOWLER |
RECEIVING STREAM UT-KENTUCKY CREEyl SUBBASIN : 040306
7Q10 1 O CFS W7010 : CFS 3002 CFS
DRAINAGE AREA ^ 18 SQ ^ MI ~ STREAM CLASS : C-TR
RECOMMENDED EFFLUENT LIMITS
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~*�� K� 8� �� = ~
�p- 1 /1 m��3
WASTEFLOW ( S ) ( MGD) � ~ 0003 `'» ' ^ ^ --
BOD 5 (MG/L ) � 23 g �y ���TION
- \q���� ' ~�`
NH3-N ( MG/L) � 13 �F^' =!�v8IRAN&
D ~ O. ( MG/L) 6 . 0
PH ( SU) 6-8 , 5
FECAL COLIFORM ( /100ML ) : 1000
TSS ( MG/L ) t 30
FACILITY IS : PROPOSED ( ) EXISTING (*~ ) NEW ( '~) �
LIMITS ARE : REVISION (lb ) CONFIRMATION ( > OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY :
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MODELER JOADATE � -��/���/s-�- �
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SUPERVISORrMODELING GRO --DATE t -^/ -- �
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REGIONAL SUPERVISOR '# .. .... ------DATE
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� PERMITS MANAGER -- '� �--� ----DATE � -�-"
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1
•
•
• • *** MODEL SUMMAF.'Y DATA ***
1 DISCHARGER GI1 ERT RESIDENCE SUBBASIN : 040306
RECEIVING STREAM Ul KENTUCKY CREEK STREAM CLASS: C-TR
/010 : 0 CFS WINTER 7010 CFS
DE SIGN TEMPERATURE : 22 DEGREES C . WASTEFLOW : . 0003 MOD
ILENGTHISLOPE I VELOCITY ( DEPTH 1 K1 I t:r; I SOD 1 K2 1 NetFSI
! MILES IFT/MI I FPS 1 FT I /DAY 1 /DAY IMG/M2DI /DAY 1MG/L/D !
_ _ ___ ____ i I I ! I 1 I I I
SEGMENT 1 1 0. 301145 . 001 0 . 100 1 0 .09 11 . 10 10.00 I 0 . 01 27 . 261 0 . 001
REACH I I I 1 1 1 I 1 I I I
ALL RATES ARE AT 22 UEGREES C .
*** INPUT DATA SUMMARY **:*:
1 FLOW 1 CBOD I NBOD 1 U .O. 1
I CFS 1 MG/L 1 MG/L 1 MG/L 1
1 1 I I 1
SEGMENT 1 REACH 1 I 1 1 1 1
WASTE 1 0 . 00031 75 . 000 1 0 .000 I 6 . 000 1
HEADWATERS ! 0 . 000 1 0 . 000 1 0 .000 1 0 . 000 I
TRIBUTARY I 0 .000 1 0 . 000 I 0. 000 ! 0 .000 I
RUNOFF * I 0 .000 I 0 . 000 I 0 .000 I 0 . 000 I
L: RUNOFF FLOW IE IN CFS/MILE

*****:*:*** MODEL RESULTS **********
DISCHARGER : GILBERT RESIDENCE:
RECEIVING STREAM : UT KENTUCK'Y CREEK
$:*::*******************::4*44***';'.4.44:*44:4'**:********4**********:**44:********.
THE. END U . O . IS 6 . 23 MG/L
**:.***.***:4************:*********:**4:**:#.************:.:.**:4**:4.*.:4:*:#4******
THE END CBOU IS 61 . 35 MG/L
:*:4* * *************:***4**:.*** k*********.****4.:4:*:********.*4*.**4**.44**4*4***
THE END NBOD IS 0 . 00 MG/L
* *:.*:***********.i.*.**********:4*****:4*****:*******4**:****:******4*********
THE U . O . MIN . OF SEGMENT 1 IS 5 . 91 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEF'OINT 0 . 05
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 75 MG/L OF CBOD
THE WLA FOR SEGMENT .1 REACH 1 IS 0 MG/L OF NBOD
THE:: REQUIRED EFFLUENT U . G . IS 6 MG/L.
THE WAS1'EFLOW ENTERING SEG 1 REACH 1 IS 3 . 0E-4 MGD
*************************:4****************4*************4*************
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