HomeMy WebLinkAboutNC0030996_wasteload allocation_19860819NPDES DOCYNEMT SCANNINK COVER SHEET
NPDES Permit:
NC0030996
The Switzerland Inn WWTP
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
August 19, 1986
ThiON document ig printed on reuse paper -ignore any
contest on the resrerse aide
s
Facility Name: TEA-NtL. PKOPEP-T/ES
THE CNA/-t= T
MIS WASTE LOAD ALLOCATION
C- (PorAer(q 5WI55 c(2c51
Engineer Datp R c.
�co �
s� Date r
Existing U
Proposed O Permit No.: N C \ 0 36 c(q G Pipe Ab .: 0 G ( County:
Design Capacity (MGD): 0.01D Industrial (% of Flow):
d
lbmestic (% of Flow) : (C� C�
Receiving Stream: IA I -> `13(AC(+AN A N CRE�K Class: Gt S-Z!i Sub -Basin: 03 - 03 - 3c)
Reference USGS Quad: -1), 10. 5C- (Please attach) Requestor: R>R IDCi F75 Regional Office AP-
LITTLE sWIT�i ER L.4'N� _
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Ibmp.:
7Q10 (cfs)
Drainage Area (mi2):
Avg. Streamf low (cfs):
Winter 7Q10 (cfs) 30Q2 (cfs)
Location of D.C. minimum (miles below outfall):
Velocity (fps):
Slope (fpm)
Kl (base N, per day): K2 (base e. oer day):
Effluent
Characteristics
bbnthly
Average
Comments
s oo�
'-jw �-
0
6 r►t �-
Ss
.►f
fµ
u
Comments:
4-8Y
Effluent I :'onthly
Characteristics Lverage Comments
z �60� i
vi 1�1 tion O
tin O
Prepared By: Reviewed By: Date
l�en—N� P�n�Ier�res� Tn�
UT -f-0 n�' VCnC�rl. a.✓� CC2C.V
M C. Io w e Q� Co , <1T,(\\ p
C. ( a S S �J $- 1 1 �-✓�C e fs
03-0g-ao
cle,= 37sti-4� t
If-o2•13 rG. S-&t(
-DA= o.o9
570 /o = o
w7Yrp = o
3047- = 6.06 C- s
Sle
vvk
IS7 �7�D
�I
o•a7CFS,nr�2
0.37 VoIle,
Qh 20
(.70 cFs/iir��e
r
-jU
S-r(.-F-(,
n —S7gIn = o S/Z
`¢ 3O Q z a n .}
I .> r lS
I
r Request No. :3187
WASTELOAD ALLOCATION APPROVAL FORM
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
RECEIVE"
wator Quality Dlvi,ion
: JEN-NEL PROPERTIES
: DOMESTIC
: EXISTING
: UT TO BUCHANAN CREEK:
C
030830
MCDOWELL
: ASHEVILLE Drainage Area (sq mi) : 0.09
: S. BRIDGES Summer 7Q10 (cfs) .
: 5-15-86 Winter 7010 (cfs) :
: D 10 SE Average Flow (cfs) : 0.2
-- RECOMMENDED EFFLUENT LIMITS
Wasteflow
(mgd):
0.010
5-Day BOD
(mg/1):
30
Ammonia Nitrogen
(mg/1):
Dissolved Oxygen
(mg/1):
6
TSS
(mg/1):
30
Fecal Coliform (#/100ml):
1000
pH
(SU):
6-9
(ug/1):
AUG 5 1986
Yd trstsrn ,�'s¢;w;�el O'I+cf
6sb"11s, Norton carolirif
---------------------------------- COMMENTS -------------------------
EXISTING DISCHARGER (PREVIOUSLY PERMITTED AS THE CHALET MOTOR LODGE).
FLOWS: S7010=0, 3002=0.06,, THEREFORE, GIVING PREVIOUS LIMITS.
Recommended by
Reviewed by:
Tech. Support Supervis r �/
Regional Su s r
Permits & Engi Bering
Date 7-36 -%
Date _1�1
Date1 _14)"6
Date _�/ /K---