HomeMy WebLinkAboutNCG550171_Wasteload Allocation_19820413 /'1 J h-t. I I lr-2 Now . So�� (A . Etk. cw-� Qe�;,1�,_ ?'v� ////0 ,
J NPDES WASTE LOAD ALLOCATION 4/r5 l"'
as Bec-/
/ Gin,, / �/ 0.rFacility Name• -�rii PS, OAP,-✓« ( 0c-0 ) 1/C�lv O /
Date: 1
c /f/eG$-o/ 7/
a, Existing ElPermit No. : r4eQO S_0 /4,1 Pipe No. : County: !✓G")2y •
o Proposed
Design Capacity (MGD) : O. O vI Industrial (% of Flow) : 0 Domestic (% of Flow) : /O c_: '
Receiving Stream: Lk..f /,.w>//e /Crve/C Class: `— f r Sub-Basin: 0•s-e' e - .
21
'I Reference USGS Quad: (Please attach) Requestor: Afix) /C/ gam-1 Office ! ✓ (1
(Guideline limitations, if applicable, are to be listed on th€ back of this form.)
a
Design Temp. : �0 d Drainage Area: b ' Z 1(r z.' Avg. Streamflow: e) ' S L
7Q10:. 01 . Winter 7 10: 0 , 0 4 L.e _ 30Q2: 0, ( C_
iEft Location of D.O.minitaum (miles below outfall) : k ( 6^''‘'' Slope. . �0� �'S (04.,
0
E Velocity (fps) . D I Kl (base e, per day, 200C) : __ O��C K2 (base e, per day, 20 C) : 2?. i
ca
H Effluent Monthly Effluent • Monthly
as Characteristics Average Comments Characteristics Average Comments
v ,
.a- lj0O7 atiI
W' ,S .
�= Cam"- ip - c4tA ) _ .
\\...)13
cs
Original Allocation rvi- / __PLOTTED__Revised Allocation Date(s) of Revision(s)
(Please attach previous allocation)
repared By: OjOAI\Al" Reviewed By: 0,// Date: (J
1, r
For Appropriate Dischargers, List Complete Guideline Limitations Below
Effluent Monthly Maximum Daily
• Characteristics Average Average Comments
I
Type of Product Produced Lbs/Day Produced Effluent Guideline Reference
r
L. , *
REQUEST NO. : 183
********************* WASTELOAD ALLOCATION APPROVAL FORM *********************
FACIL.I.TY NAME : BECK RESIDENCE
TYPE OF WASTE : DOMESTIC
COUNTY : AVERY
REGIONAL OFFICE : ASHEVILLE REQUESTOR : DAVID ADKINS
RECEIVING STREAM : UT LINVILLE RIVER SUBBASIN : 030830
7(410 : 0. 02 CFS W7010 : 0 . 04 CFS 30Q2 : 0 . 1 CFS
DRAINAGE AREA : 0 . 21 S0. MI . STREAM CLASS : ' C-TR '
1
************* ********** RECOMMENDED EFFLUENT LIMITS ************************
WASTEFLOW(S ) ( MGD) : 0 .001 MIXING ZONE IS LONGER THAN THE
BOD- 5 (MG/L ) : 30 DISTANCE FROM THE DISCHARGER
NH3-N (MG/L ) : NR ON UT LINVILLE RIVER TO LIN-
D. O . (MG/L ) : NR VILLE RIVER. THEREFORE THE
PH (SU ) : 6-9 FECAL AND RESIDUAL CHLORINE
FECAL COLIFORM ( /100ML ) : NR LIMITS WILL BE OMITTED .
TSS (MG/L) : 30
1
1
**�aQp
******************************************************************************
FACILITY IS : PROPOSED ( V) EXISTING ( ) NEW ( )
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY :
MOI:DELE.Ft : _ ATE 431151(2gf
HEADrTECHNICAL SERVICES BRANCH : _ /Iiik728 "RATE : 7-31-K- J
�
REGIONAL SUF'ERV] /
:SGR U �' DATE : 0_ .51 e....
PERMITS MANAGER : __G��'�;�C--�Z9 'y'.. `cr:1'GDAT E : ,L 9.,/�.�
APPROVED BY :
DIVISION DIRECTOR : 1/__ __. ATE 4,711v(L-
•
********** MODEL RESULTS **********
DISCHARGER : BECK RESIDENCE
RECEIVING STREAM : UT LINVILLE RIVER
**********************************************************************
THE END D . O . IS 9.00 MG/L
*::********************:*******:******************************************
THE END CBOD IS 5 .98 MG/L
*:****:*******: *********************************************************
THE END NBOD IS 0 .00 MG/L
** *: : . :: . *. :* **:** ** ** ***********************************
THE D .O . MIN . OF SEGMENT 1 IS 3 . 74 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEFOINT 0 . 1
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
<:4*:**:*.*****:********►K****:********************************************
1
1
1
*** MODEL SUMMARY DATA ***
DISCHARGER : BECK RESIDENCE SUBBASIN : 030830
RECEIVING STREAM : UT LINVILLE RIVER STREAM CLASS : 'C-TR'
7010 : 0 . 02 CFS WINTER 7 010 : 0 . 04 CFS
DESIGN TEMPERATURE : 20 DEGREES C . WASTEFLOW : 0 . 001 MOD
I L..ENGTH I SLOPE i VELOCITY I I EF'TH I K1 I Kr I Kn i K2 I Oro I
( MILES IFT/MI I FPS 1 FT I /DAY I /DAY I /DAY I /DAY ICFS/MIL
I I I I I I 1
SEGMENT 1 I 0 . 401364 . 501 0. 10 1 0 . 12 0. 85 10 . 85 1 0 . 00 128 .80 10. 03 I
REACH 1 I 1 1 I I I I 1 1
ALL RATES ARE AT 20 DEGREES C .
THE MODEL RUNS FROM THE DISCHARGE ON UT LINVILL.E
RIVER DOWN TO THE LINVILLE: RIVER .
Foxm g0441 #183
WASTE LOAD ALLOCATION APPROVAL FORM
Facility Name: Beck Residence
County: Avery Sub-basin: 03-08-30
Regional Office: Asheville Requestor: Dave Adkins
Type of Wastewater: Industrial %
Domestic 100
If industrial, specify type(s) of industry:
Receiving stream: UT Linville River Class: C-TR
Other stream(s) affected: Class:
7Q10 flow at point of discharge: 0.0acfs
30Q2 flow at point of discharge: 0.1 cfs
Natural stream drainage area at discharge point: 0.2] m2
Recommended Effluent Limitations
Monthly Avg.
BOD5 = 24 mg/1
NH3N = 18 mg/1
DO = 6.0 mg/1
TSS = 30 mg/1
Fecal Coli = 1000/100 ml
pH = 6-8.5 (SU) •
Residual Chlorine = 0 .135 mg/1
Qw = 0.001 MGD
1z,44-c-1-$1P"a P_n,-i-es's 1,i,,A.,r l 6., / ,I.• e_,? 4,u r L,.., ...'C(9 t ds e rel/s tow/Le-,
r,L,is1' • rd- ,_s R f tc w+Mt.,-1 r.cL f tom.-.:.. / /,,;, fs b e #27,a,C:/—ci_
Md e K2)
to
This allocation is: /X/ for a proposed facility
%/ for a new (existing) facility
/ / a revision of existing limitations
/_/ a confirmation of existing limitations
Recommended and revie d by:
0-1 ._,(.)Z./ ( i'_...41.--A--eA..k_A -- Date: - `i;;; 2-
Head, Techncial Services Branch N Date: Z ! ��--
Reviewed by:
Q
RegionalSupervisor " Date: - /"CN.
Permits Manager Date:
Approved by:
Division Director Date:
--3C-Frr . --7 I t..-__ --VrF-: . —
.5-7,00 j Gl I ; 6")-c
cicog-t- 1- 1 -.z) ::-. __ _.„,„_."._)_,T-3 , ,0_ 01 z :-r%1,
Q Q ' t.
- GL rar- n
,_,...r.z---., ,„4.-.1t, ta oCcj fro _f
/\T/^_
ITO - Ida
0 r0 0 -r
1
' be-p
I S °l �L _--. Arit7 -0q)
, v ci 6g1) " bU I ,o i, I I V la")
/09Lc _Z .o t I )
.3 �. a91
, �� � '') I ' o q o'0 1.-11 )O)0 ,Q9c
4 '')L 0 ' O C irc Ia)
As g � V
--frar —v )(7. r2 ---ris
f. .
4--,),a .-...100 ,
c... . .
i . - -
2sJ s -- l a�+nys1� it"'14'0-bq. D �O'
r a' L VI
28s0b�8'Z ��1 ZQ. .1 :011i
_1 ___�. z s, I S 1 '2 4#
C
ZXl Bi k:'
r►.Tr7 . • • :. ' '