NC0065986_wasteload allocation_19860613

Ae,D
3/4/'fG a990 .
NPDES WASTE LOAD ALLO11 CATION
Facility Name:
Existing a J S969(p Permit No.;_ (,� Pipe No.:
Proposed
Date: 3 l0 8(
County:I�Q4—vuwo'
Design Capacity (MGD): %XX Industrial (% of Flow): Domestic (% of Flow): 106
Receiving Stream:. &486- ,� C_—'- CA-aS
U�N�ew�-
Class• ub-Basin: 0�'�Reference USGS Quad:N (Please attach) Requestor: 1Ct7G0
Regional Office
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: ---�1rZ Drainage Area:
Avg. Streamflow: a•�
7Q10: Winter 7Q10: n.5
• 30Q2:
Location of D.O.minimum (miles below outfall):
VelocitySlope: ' ;-3 t r
(fps): �c�� �� ��,
Kl (base e, per day, 20°C) : _ �� O
--.—___ K2 (base e, per day, 200C)
1 Effluent
Characteristics
Monthly
Average
Comments
00
100v
fas'—Z
_CA - - - I
0't>z)8
'-, -% /'P
Original 4C a
Rev A loraE
Effluent Monthly
Characteristics Avera a Comments
u
QDate(s) of Revision(s)
(Please attach previous allocation) --TME --
r /
Prepare By:
Reviewed By:—*Z — — —46 �G
Date: 11

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Request No. : 2990
--------------------- WA8TELOAD ALLOCATION APPROVAL FORM ----------------------
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Duad
: DOGWOOD TRAILS
: DOM
: PROPOSED
: UT EVANS BRANCH
: CTR
: 040305
: HAYWOOD
: ASHEVILLE
: HANER
:
: E6SE
Drainage Area (sq mi) : 1.07
7010 (cfs) : .4
Winter 7010 (cfs) : .5
30Q2 (cfs) :
Average Flow (cfs) : 2.48
------------------------- RECOMMENDED EFFLUENT LIMITS -------------------------
~~~~ ~^ E - it __ --
: S/W
Wasteflow (mgd) : .02 ��f�r{���/�vDivish�
5-Day DOD (mg/1) : 30
Ammonia Nitrogen (mg/1) : NR jUN b 1986
Dissolved Oxygen (mg/1) : NR
TSS (mg/1) : 30
Fecal Coliform (#/100ml): 1000 &heviUe.Ncirth[anclime
PH (SU) : 6-9
RES CHL. (mg/1) : .028
_______________________________________________________________________________
---------------------------------- COMMENTS -----------------------------------
0 ,— (Akvr
Recommended by Date_
Reviewed by:
Tech. Support Supervisor__Date_4
V"' Regional Supervisor Date

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122
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..... ..... -------- MODEL
RESULTS
----------
DISCHARGER : DOGWOOD TRAILS
RECEIVING STREAM : UT
EVAN8
BRANCH
______________________________________________________________________
THE
END D.O. IS 9.06 MG/L
______________________________________________________________________
THE
END CBOD IS 6.75 MG/L
______________________________________________________________________
THE
END NBOD IS 0.00 MG/L
______________________________________________________________________
THE
D.O. MIN. OF SEGMENT 1
IS 7.70
MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT
0.00
WHICH IS LOCATED IN REACH NUMBER 1
THE
WLA FOR SEGMENT 1 REACH
1 IS
154 MG/L
OF CBOD
THE
WLA FOR SEGMENT 1 REACH
1 IS
O MG/L
OF NBOD
THE
REQUIRED EFFLUENT D.O. IS
0 MG/L
THE
WASTEFLOW ENTERING SEG 1
REACH
1 IS
.02 MGD
THE
WLA FOR SEGMENT 1 REACH
2 IS
0 MG/L
OF CBOD
THE
WLA FOR SEGMENT 1 REACH
2 IS
0 MG/L
OF NBOD
THE
REQUIRED EFFLUENT D.O. IS
0 MG/L
THE
WASTEFLOW ENTERING SEG 1
REACH
2 IS 0 MGD

or.
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DJ.-,(:::1i1e.f- ger-. , 1.)t)t:/W(.3(-)D `T'FR lL..S
e(--- e i i rigi EVANS L-",R 1N(:Fi
i' t.E 10 ) .4
13
�.'3'i:i'"(•::?.i:1fTt t..:.1.r.'.2(ri'i � i,T-!':
13i it
:LEN8THISLDPE VELOCITY !DEPTH 1 K1 1 K1 1 K2 ! K2 1 KN 1 KN 1 KNR 1 KNR !
1 mile 1ft/mi ! fps 1 ft 1 /dap ! D20* ! /day 1 3201 1 /day 1 @200 1 /day ! B201 1
Segment 1 1 0.131731.00! 0.325 ! 0.30 ! 1.00 1 1.00 150.00 ! 50.001 0.00 1 0.00 1 0.00 ! 0.00 !
Reach 1 1 1 ! ! ! 1 ! ! ! ! ! ! 11
-----------------------------------------------------------------------------------------------------
1
Segment 1 ! 0.701385.001 0.328 1 0.39 1 0.85 ! 0.86 150.00 1 50.00! 0.00 1 0.00.! 0.00 ! 0.00 1
Reach 2
-----------------------------------------------------------------------------------------------------
-V-** 1'1\kf-'t_1T r)A'T'A SUMMARY *-I-x-
1 Flow 1 CBGD 1 NBDD 1 D.O. !
1 cfs 1 mg/1 ! mg/l 1 mg/1 1
Segment 1 Reach 1 1 ! ! 1 1
Waste 1 0.031 1154.000 1 0.000 ! 0.000 !
Headwaters! 0.400 ! 2.000 1 0.000 1 8.300 !
Tributary 1 0.000 1 0.000 1 0.000 1 0.000 1
* Runoff 1 0.000 ! 0.000 ! 0.000 1 0.000 1
---------------------------------------------------------
Segment 1 Reach 2 1 1 1 1 1
Waste 1 0.000 ! 0.000 ! 0.000 1 0.000 !
Tributary 1 0.200 ! 2.000 1 0.000 1 8.300 1
* Runoff 1 0.290 1 2.000 1 0.000 ! 8.300 !
---------------------------------------------------------
* Runoff flow is in cfs/mile