NC0024376_Wasteload Allocation_19861205

NPDES DOCUHENT SCANNING COVER SHEET
NPDES Permit:
NC0024376
The Wilds WWTP
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Technical Correction
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
December 5, 1986
Thies document iss printed on reuese paper — ignore any
contest on the resrersse'side

NPDES WASTE LOAD ALLOCATION i /G�r. 3s3
Facility Name: «egg �� Date /D� �j��,�
a
Existing
Proposed 0 Permit No.: NYC DQ,q5 '76 Pipe No.: • County: 6f. „/ y4,r .14
Design Capacity (MGD):49:404
Industrial (% of Flow):
,(//.41-
En ineer '
Date Rec.
Domestic (% of Flow) : /ate n)
Receiving Stream: f 00,040 rime Class: C%ro Sub -Basin: �7460,6
y
Reference USGS Quad: pe/k�/� q: (Please attach) Requestor : „1,14W/ 444.5' . Regional Office il)p
� �sE
(Guideline limitations, if applicable, are to be listed on the back of this form.)
0 M
Design amp.: C Drainage Area (mil):
7Q10 (cfs)
Winter 7Q10 (cfs)
Location of D.O. minimum (miles below outfall):
Velocity (fps) : (), ?95
e ock,oai
Avg _ Streamflow (cfs) : �,LJ
30Q2 (cfs)
Slope (fpm) L/Q
K.J. (base e, per day): (J.5 ( ) 2/°C., K2 (base e. per day): 029,01@ 02/ °e,
Effluent
Characteristics
Monthly
Average
T55
Origi
Revi
1
oca
Go rmation
Prepared By:
Ir
Comments
ion 0 Comments:
on 0
0
F
L-8Y
Effluent 'onthly
Characteristics i.verage
Comments
0.11
Reviewed By:
21-ple-e4
PLOTTED
Date: 0ec.5„12/

-
~
Request No. :9508
WASTELOAD ALLOCATION APPROVAL FOAM ------------------------
RECEIVED
wu°'°^ C^=|wv Division
Facility Name THE WILDS CAMP AND CONFERENCE CENTER
Type of Waste DOMESTIC NOV 24 N86
Status EXISTING
.___^ ^__ -_____
r=cw�vzny *^ream : /umnwM' Wxccx
� x6ww���Lof�wt� ��ramma
Stream Class� C-TROUT
--' -' -------~
Subbasin 031802
County TAANS~/LVAMIA Drainage Area (sq mi) 10.7
Regional Office ASHEVILLE Summer 7Q10 (cfs) 5.7
Requesxor MACK WIGGINS Winter 7Q10 (cfs) �
Date of Request 11/7/86 Average Flow (cfs) 33
Quad [7SE 90Q2 (cfs) �
RECOMMENDED EFFLUENT LIMITS
Wasteflow <mQd>: 0.02
5-DaV BOD (mg/l>: 30
Ammonia Nitrogen (mg/1):
Dissolved Oxygen (mg/1):
T55 (mg/1): 30
Fecal Coliform (*/100m1):
pH (SU): 6-9
COMMENTS
a�,
Recommended by
Reviewed by:
Tech. Support Supervisor _ ______
Regional Supe
Permits & Engineering _
'

•
MODEL RESULTS ----------
Discharger : THE WILDS CAMP AND CONFERENCE CENTER
Receiving Stream : TOXAWAY CPEEK
The End D.O. is 8.93
The End CBOD is 2.58 mg/i.
The End NBOD is 0.00 mg/i.
WL.A WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach * (mg/1) (mg/1) (mg/1) (mgd)
------
Segment 1 8.06 0.00 1.
Peach 1 15A 0.00 0.00 0.02000
Peach 2 0 0.00 0.00 0.00000
Peach 3 0 0.00 0.00 0.00000

*** MODEL S(JMMAkY DATA ***
Discharger : THE WILDS CAMP AND C:ONFI•. P :Subba!:.:i.n : 031302
I eac::c:::i.va.ng Stream : TOXAWAY CREEK :I< Stream Class: : (>-TPOLJT
Summer 7G1:I.() 5.7 Winter T( :I.0
Design Temperature: 21.
:LENGTH: SLOPE: VELOCITY I DEPTHI K1 I K1 I K2 I K2 I KN I KN 1 KNR I KNR I
I wile 1 ft/ai► fps 1 ft :design: 0200 :design: @20° :design: @20° :design! @20° 1
Segaent 1 1 0.301 40.001 0.395 1 0.99 1 0.59 1 0.56 129.07 1 28.451 0.00 1 0.00 1 0.00 1 0.00 1
Reach 1 1
Segment 1 1 0.301125.001 0.554 1 0.84 1 0.78 1 0.74 151.10 1 50.001 0.00 1 0.00 1 0.00 1 0.00 1
Reach 2 :
Segaent 1 1 0.301400.001 0.781 1 0.71 1 1.05 1 1.00 151.10 1 50.001 0.00 1 0.00 1 0.00 1 0.00 1
Reach 3 1
Flow CI3C)D NBo::) D.O.
I c •f' !ii mg/1 m rj / :1. mg/1
Segment 1 Peach 1
Waste : 0.031 1154.000 1 0.000 1 0.000
Headwaters: 5.700 ! 2.000 1 0.000 1 8.100
Tributary : 0.000 1 0.000 1 0.000 I 0,000
* Runoff I 0.330 : 2.000 1 0.000 I 8.:1.00
Segment 1 Peach 2
Waste I 0.000 I 0.000 I 0.000 1 0.000
Tr:i.lat.1tia.ry I 0.000 I 0.000 1 0.000 I 0.000
* Runoff 1 0.330 I 2.000 1 0.000 I 8.100
Segmen•t. 1 Peach
Waste to I 0.000 I 0.000 I 0.000 I 0.000
Tr:i.IDUtia.ry I 0.000 1 0.000 I 0.000 I 0.000
* l t.tno•f •f' 1 0.330 I 2.000 I 0.000 1 8.100
* Runoff flow :i.s in c::•V /m:i.1t::

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