HomeMy WebLinkAboutNCG550121_Notice of Deficiency_20170713 40PLe-i- LC- 1 .10 "83--
Engineer Date Rec. #
NPDES WASTE LOAD ALLOCATION -, L 4--c4 58 E
:fli Facility Name: `- lJh11 C: C' ''!w $ Q Sr 71?- Date: -jf-Le
!JC-G-5501 Z
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0 Existing n t'J -S�Co 4-�_ � .+.
Permit No. : Nit Pipe No. : County: Cl -� �
0 Proposed n 1
._ Design Capacity (MOD) : �� Industrial (% of Flow) : �` Domestic (% of Flow) : lcro V
c
Receiving Stream: t T TA'((.JRS C rfC(L Class: �` Sub-Basin• 3 _ ® 8 - 3li
Reference USGS Quad: r I4S (Please attach) Requestor: )1_14t ALL" l Office / 4,
= (Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp. : q-5° Drainage Area: O 0� 2- Avg. Streamflow:. D,C t
..4s._________
7Q10:, 0.0 c,-s Winter 7Q10: Di b 30Q2: N
aLocation of D.O.min^i m (miles below outfall) : Slope: . 1 Q 1 ` 4M ,
E Velocity (fps) : Lill K1 (base e, per day, 20°C) : K2 (base e, per day, 20°C) :
0
c,
CO
�... %
H Effluent Monthly Effluent Monthly
0 Characteristics Average Comments Characteristics Average Comments
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Ill
ca
o c.› . r __,
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. . -4,4-c (-(40vm,- __,D
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. 6,97:* .
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Original Allocation FOr. ---PME11--
Revised Allocation I 1 Date(s) of Revision(s)
(Please attach previous allocation)
Confirmation
C
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�7 Prepared By: `-e /��A-reviewed By: fi,,,,,, adzdeArr-Date:P\ °11
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
j ^ • REQUEST NO . : 585
*:*'*******.************ WASTEL..OAD ALLOCATION APPROVAL FORM *********************
FACILITY NAME : DEESE SFR
TYPE OF WASTE : DOMESTIC
COUNTY : GASION
REGIONAL. OFFICE : MOORESVILLE REQUESTOR : DAVE ADKINS
RECEIVING STREAM : UT TAYLORS CR SUBBASIN : 030833
7Q10 : 0 . 0 CFS W7010 : 0 . 0 CFS 3002 : 0 .0 CFS
DRAINAGE AREA : 0 .00 SQ .MI . STREAM CLASS :C
*,*********************** RECOMMENDED EFFLUENT, LIMITS **************;**********
P— S P.F.O.
WASTEFLOW ( S) ( MGD) : 0 . 00045 JUN 30 1983
DOD-5 ( MG/L ) : 30 AIR QUALITY
D . O . (MG/L ) : 6 SECTION
F'H ( SU) : 6-8 . 5
FECAL COLIFORM ( /100ML ) : 1000 THIS ALLOCATION PROTECTS THE
TSS (MG/L ) : 30 WATER QUALITY OF THE POND
? *:*********************************.#..*************** *******4:********************
FACILITY IS : PROPOSED ( ) EXISTING (' : NEW
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY :
MODELER DATE : Jq(455
SUF'ERVISORrMODELING GROUP SATE
37>
REGIONAL SUPERVISOR DATE : 4 '5 -86-7
ff l
PERMITS MANAGER _cL _ _ _ _:--_-DATE : _/�/I
IFF'ROVED BY
DIVISION DIRECTOR DATE
�I�7/53
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'mu. o.o b.�n''
►�r=?. z GL"
tt+ o,o , r'r nn,�Deese SF(� - tto 0<-43
f�31so.a , 0.00045 ...a4 , o7�.,,, z
t J = 0.
(,ern-Fero o. d
East rex. 7;4 C
eeA"
o.ozS d
-t ►Moi -_- ...AL _._-- .zee-J-
'LC-c..v-- S24 s -e.. 700,
110( , cio,`D ..,,,,t, r,,p it. oc,„, (.050/
.T6,1,- Diro . -c ''
ifVO,02 ) b - 5
ZeLo- 3 1,,ncl - iED '
1 ,o '-'" pi i /Icy - ZW4
.1 = o, 1 al - Lve,1,)
r • = OD D.3 - K.1
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73 = K.2, -7- 0/ C, 7
'40-_ (ot0
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DID
•
********** MODEL RESULTS *******:***
DISCHARGER : DONNIE DEESE SFR
1 RECEIVING STREAM : UT TAYLORS SFR
***************************************************** k***********:**** ` pj,/,
THE END D . O . IS 5 . 35 MG/L.
****************:*********:*************************************:***$**.**. ' cJ
THE END CBOD IS 101 . 86 MG/L. w'"�
i;*********:******************:*****************:*:********** **************
.
THE END NBOD IS 0 .00 MG/L p ,
*****:**********************:*******************************:*****:*******
THE D . O . MIN . OF SEGMENT 1 IS 5 . 34 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEFOINT 0 . 09
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 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D . O . IS 6 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 4 . 5E-4 MGD
*:******************** K*******************: ****************************