NCG550243_Wasteload Allocation_19830929

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NPDES WASTE LOAD ALLOCATION g° 1 • •' .
a Facility Name: (. _;70F6z.E. -9t/-i-- g�S/(It-2(�'E^ Date: ,= -/daY z? /7B:j_
E r--1 nlCt55 ://1360441441sv Existing Permit. No. : T\OE .5 ? . Pipe No. : 00/ County:
c) • Proposed
Design Capacity (MGD) :
.0003 Industrial (% of Flow) : Domestic (% of Flow) : ('OO
_
//,, / �=� Sub-Basin: �� 0t�sxs� 03-o7- 1/
7. Receiving Stream: Q. T � Z"�N/�Ll� /�[ "iPi�f� Class:
e (D/ /�'L/NSF �•!°6 Regional Office `J
� Reference USGS Quad: (Please attach) Requestor: ``// // g
.a) ie,4-490 /4;;;<.) E "J C�.4/.E�.lc •eEi& ,4/ o r�E'
° (Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp. : 2 • e'C • Drainage Area: ; ..%,:, Z Avg. Streamflow: r 7 C t`s
• 7Q10: 0.0 C ES . Winter 7Q10: . 30Q2: ��I t
°' Slope.w Location of D.O.minimum (miles below outfall) : ' Z ,\,' P ('
E Velocity (fps) : if . Kl (base e, per day, 20C) : I'2 K2 (base e, per day, 2$'(2"C) : 1S K
c.
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Effluent Monthly Effluent Monthly
a) Characteristics Average Comments Characteristics Average Comments
3bb5 --- (gl F .
N -I) & 4 Q
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rc) �.+.l f OC /(co a� ec Co
-- �____e (p_e.C. SV ,
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Original Allocation li . v"
Revised Allocation I l Date(s) of Revision(s)00
(Please attach previous allocation)
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7 01 ____Prepared By: Reviewed By: ____ Da Le : /o 17-
ee

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

FtE:GUES T NO . : Qr 0 i%
't.**aM::YX**:#.41iF44*i4:::}:;} 4: WASTELOAD ALLOCATION APPROVAL FORM 4;**:**:*:*:*****::#::******V
F lCILITY NAME GAZE:L.EY RESIIDENCE.
TYPE OF WASTE : DOMESTIC
COUNTY CABARRUS j
%h'
REGIONAL. OFF ICE. : MOORESVILLE REQUESTOR MIKE PARKER
0301 UU
F:ECEIVING STREAM UT AFTLIN RUN SUBBASIN C;307 1'2
'010 : O . 0 CFS W701.0 : CFS 3002 : CFO
I:!RAINAGE AREA : 0 . 3 S0 . MI . STREAM CLASS : A -II
::**:***:#*:**:# t*** **.** t # t t t RECOMMENDED EFFLUENT LIMIT'S :1c;#t*:#:*;u*:#**** ***14:#*'k: * :*:
WASTEFLOW ( S) ( MOD) : . 0003
( MG/L) : 18
NH3 --N ( MG/L) : S
D . O . ( MG/L) : 6
PH (SU ) : 6-3 .5
FECAL. COLIFORM ( /100ML ) : 1000
TOG ( MG/L') : 30
f*** ;t *#.: :#:.#..#..#..*#.*::#*: ***:*#:*:********.:# ***# k s**? :# k t** g t**#4#:ik#:*:# # # #:**`k t**1S;# t is :t`K*#:
FACILITY IS PROPOSED ( ✓7 EXISTING ( ) NEW (
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
II REYIEWE::! AND RECOMMENDED BY :
MODELER : .__ = liltU111_. 6e4^4 ._DATE : _�� 8?4
SUPERVISOR F MODELING GROUP : ___ i/JDATE ; _ l° 243
REGIONAL SUPERVISOR: ._ 4 _i .__.__DATE : 16
PERMITS MANAGER : _. _.. t I!ATE : /94l .__..
RECEIVED
OCT 13 4:3
WATER QUALITY SECTION
OPERl;T!CNS 3RANCH

;��5 o'o = Pr!h Q)O
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577 Q'i _ Q) N701
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********** MODEL RESULTS
DISCHARGER : GAZELEY RESIDENCE
RECEIVING STREAM : UT AFTUN RUN �
/
THE END D . O . IS 5 ^ 19 MG/L '
�
' THE END CBOD IS 36 ^ 76 MG/L
THE END NBOD IS O ^ OO MG/L
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THE D . O . MIN . OF SEGMENT 1 IS 4 ^ 91 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0~ 2
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WHICH IS LOCATED IN REACH NUMBER 1
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THE WLA FOR SEGMENT 1 REACH 1 IS 50 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
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' THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 3 , 0E-4 MGD
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** MODEL SUMMARY DATA
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DISCHARGER GAZELEY RESIDENCE SUBBASIN 03071-
RECEIVING STREAM UT AFTUN RUN STREAM CLASS : A—II
7010 0 . 0 CFS WINTER 7010 CFS
DESIGN TEMPERATURE 25 DEGREES C . WASTEFLOW : . 0003 MGD
I LENGTH I SLOPE 1 VELOCITY ! DEPTH I I':1 I her, 1 STD 1 K2 1 NetPS 1
( MILES IFT/MI 1 FPS 1 FT I /DAY ! /DAY IMG/M2DI /DAY IMG/L/D1
! 1 ! I I 1 ! 1
SEGMENT 1 I 0 . 401 77 . 101 0 . 100 1 0 , 09 11 . 26 0 .00 1 0 .01 15 . 471 0 . 001 'I
REACH 1 I I 1 I I I I I I !
- ------ - ------ --
ALL RATES ARE AT 25 DEGREES C .
*** INPUT DATA SUMMARY * * *
I FLOW I CBOD ! NIOD! I D . O . I
S i M MG/L I CFS � MG/ L I MG/L i G L
I I I ! I
SEGMENT 1 REACH 1 ; 1 I I I
WASTE I 0 . 000 ! 50 . 000 I 0 . 000 I 6 . 000 1
HEADWATERS ! 0 . 000 ! 0 . 000 1 0 . 000 I 0 .000 I
TRIBUTARY I 0 . 000 1 0 . 000 1 0 , 000 I 0 . 000 I
RUNOFF * I 0 . 000 I 0 . 000 I 0 . 000 I 0 . 000 1
.}. RUNOFF FLOW IS IN CFS/MILE
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