HomeMy WebLinkAboutNC0025909_Wasteload Allocation_19851001NPDES DOCUMENT SCANNING COVER SHEET
NPDES Permit:
NC0025909
Rutherfordton WWTP
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Correspondence
Speculative Limits
Instream Assessment (67b)
Environmental Assessment (EA)
Permit
History
Document Date:
October 1, 1985
This document is printed on reuse paper - igrzore any
content on the reYerse side
R.� -qIz/ss" 262
Existing
Proposed
NPDES WASTE LOAD ALLOCATION
Facility Name: Tu:t..� 474- -)-1LbN2tG le -CI 40A1 //, t
Date. �e`) T�-V1�!]Lf 12
Permit No.: 60 2Pipe No : d0 ( County •%J I/ler �dfC�
Design Capacity (MGD): to D f Industrial (% of Flow):
II Domestic (% of Flow) : �w/v
Receiving Stream: C iec 1wvKZn� CZee k. Class: Sub -Basin: 03 OSF �Z (1 ! O�)
Reference USGS Quad• So �Y-A (Please attach) Requestor 1V1 ke (G! Regional Office(--
ffice (C C�
(Guideline limitations, if applicable, are to be listed on the back of this form.)
a.)
a Location of D.O.minimum (miles below outfall)• Slope: 21 7-
E Velocity (fps) : c,21'1K1 (base e, per day, 20°C) : S K2 (base e, per day, 20°C) :_fig
0
C3
0
H
CI)
a-
a�
vs
ivfr
Design Temp.:e
g 2-3 e_-- Drainage Area: `;,45Cs' Avg. Streamflow:
7Q10: l• Winter 7Q10• 2.3 30Q2:
Effluent
Characteristics
Monthly
Average
Comments
30
7,v,
2-
mow__ rt.—
1 t D
\
cI-7)
Original Al
Revised Allc
P4�epared By:
Effluent
Characteristics
Monthly
Average.
Comments
d l li le7e cY.j4_4 ... C
Date(s) of Revision(s) O
(Please attach previous allocation)
ca,T14
Reviewed By:
y
Date:
/o/4C-
5eot.iest: No:
�' a i. 1. }. L. Name
Tl:..p Of Waste
Recei.vi_n�� Stream
Stream Class
Subh<asin
Count,.-3
Rea°i.onal. Office
Reeuc stor
tIr„inae Area (so mi )
7010 (cfs)
Winter 7010 (cfs)
3002 (cfs)
WASTEI..DAD ALLOCATION APPROVAL FORM
•
•
:
b
Wast:ef low
5_..BIa.2 DOLT
Dissolved
pH (EU)
Fecal Coliforn
Y S L
1
RUTHERFORDTON!
MUNICIPAL
CLEGHORN CREEK
030802
RUTHERFORD
ARO
J I M RE:[ D
3.88
1 b J
2.3
RECOMMENDED EFFLUENT LIMITS
30 T�
lRoMer1A'cM' n s Ww7' is i w4S
d, El -flue -Pi ' I.4i f
t 1000 2 �S,fCa�b.'l; 7 a- J��r,%o el i� �'1�y � s �% -fir
l tri ri / �.) 30 1-4. 5 ns. u it r e f- b ei 92) ASS ,,ii /-C i
COMMENTS --------._.____.___._._.._.
(ntid) :
(m/1) :
Oxytert (nt ti/ 1 ) :
(/100nt1):
FACILITY IS : PROPOSED ( ) EXISTING (- ) NEW ( )
LIMITS ARE : REVISION CONFIRMATION ( ) OF THOSE PREVIOtUSI Y ISSUED
RECOMMENDED BY:
REVIEWED BY:
SUPERV.T.SOR7 TECH. SUPPORT
REGIONAL SUFERVIS
APProva1 is
PERMITS MANAGER
P elintinary
(A-- a_ C (;) „CA ATE:
/6 A
1/r/4--
/2 (7':(
RECE!vFp
DEC }O1985
1 1?rSA
U -� ! in
,rl
State of North Carolina
Department of Natural Resources and Community Development
Asheville Regional Office
lanes G. Martin, Governor
Mr. John W. Condrey, Town Administrator
Town of Rutherfordton
110 North Washington Street
Rutherfordton, North Carolina 28139
Dear Mr. Condrey:
S. Thomas Rhodes, Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SE.,CTION
December 6, 1985
Subject: Proposed Outboard Marine(OMC)
Corporation Plant
Town of Rutherfordton
Rutherford County, North Carolina
Information was obtained by telephone on December 4, 1985, from Mr. Glenn M.
Rhodes, Assistant Manager of the Isothermal Planning and Development Commission,
concerning the manufacturing activities at Outboard Marine Corporation's (OMC)
proposed Rutherford County facility. The information was that OMC would not dis-
charge any process wastewaters to the Town of Rutherfordton's municipal sewage
collection and treatment system other than from a completed engine test operation.
If there will be no other process wastewaters discharged from OMC's plant, the Town
will not at this time be required to operated a formal Pretreatment Program as
descrihed in Federal and State regulations (40 CFR 403 and 15 NCAC 2H). Should the
nature of manufacturing processes which contribute wastes to the Town's treatment
system change, a Pretreatment Program may need to be implemented in the future.
Mr Thomas C. Sweet, OMC's Corporate Environmental Engineer, has supplied a
sketch of a Model 400-s, 400 gallon per minute capacity Corrugated Plate Inter-
ceptor oil and water separator proposed as a control device for the wastewater
stream from the engine test operation. Mr. Sweet stated in a letter of November
25, 1985, that the device would remove sufficient oil and hydrocardons from the
engine test operation's wastestream so that compliance with the Town of Rutherfordton's
Sewer Use Ordinance will be maintained and adverse impacts on the Town of
Rutherfordton's wastewater treatment facility will be prevented.
Based upon the currently available information, OMC's proposed operation should
be in compliance with Federal and State water pollution control laws and regula-
tions. The Division of Environmental Management will be finalizing the Town of
Rutherfordton's application for expansion of the municipal wastewater treatment
Interchange Building, 59 'odfin Place, P.O. Box 370, Asheville, N.C. 28802-0370 • Telephone 704-253-3341
An Equal Opportunity Affirmative Action Employer
Mr. John W. Condrey
December 6, 1985
Page 2
facility on the assumption that CNC will only be assetbling and testing engines.
Also, a copy of this letter will be sent to Ms. Pat Thompson, with the Division
of Community Assistance in response to a contingency in the Town's Community
Development Block Grant requiring a statement from the Division of Environmental
Management concerning pretreatment of wastewaters.
If there are questions or a need for additional assistnce, please contact
Mr. James R. Reid at telephone number 704/253-3341.
Sincerely,
1402_ Forrest R. Westall
Water Quality Regional Supervisor
FRW:ls
xc: Randy Dodd
Glenn Rhodes
Bill Lapsley
Pat Thompson
Rick Hiers
8
a
H
w
O
8
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2
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Facility Name: ,
Existing
Proposed O
Permit No.:
NPDES WASTE LOAD ALLOCATION
,L J rI)e ¢otid Tbry
iv c, b o 2S'�d q
Engineer
Da e Rec.
015'
bate'-I8'•r
Pipe No .: &q / County: eon,,(��,,.f
Design Capacity (MGD) : d• G Y Industrial (% of Flow) : b Domestic (% of Flow) : tOa
Receiving Stream: C z- %f Class: Sub -Basin: 3 � O'.2--
Reference USGS Quad: f e/ . (Please attach) Requestor: J71"0�'-' Regional Office /94"0
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: ,..:2,45°('.
7Q10 (cfs) Jo
Drainage Area (mil): Avg. Streamflow (cfs): 5.8
Winter 7Q10 (cfs)
Location of D.O. minimum (miles below outfall):
Velocity (fps) :
.3'
07.3
30Q2 (cfs)
slope (fpm) 2 J. 7
K1 (base e, per day): • 2. K2 (base e. ner day): 13. y{e
s Effluent
Characteristics
Monthly
Average
Comments
f310&) ( )
30
00 (ni1)
1
,
(sti��
to- 1 ,
pN
Fe['. Col. (/%oolt}
i Ott
-T55 (n Li)
/0
Orig
evis
on O
�:i u► - on: ��(O
pared B �,C�l
par Y
Comments:
nal Allocation
oc
4-8V
Effluent
Characteristics
T
'3nthly
Iverage
Comments
Reviewed By:
Date: ryfc,
I
1
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i
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eitcL PA, =91 -5' &to= ,cou, tiny'
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Reouest No
2250
Facility Name
Type Of Waste
Receiving Stream
Stream Class
Subbas in
County
Regional Office
Recauestor
Drainage Area (see mi)
701.0 (cfs)
Winter 7010 (cfs)
3007 (cfs)
Wasteflow (mgd)
-flag BOLT (mg/l. )
Dissolved Oxygen
rH (SU)
Fecal. Coliform
TSS (mg/1)
WASTEI...OATI ALLOCATION APPROVAL FORM
TOWN OF RUTHERFORCITON
DOMESTIC
CLEGHORN CREEK
C
030802
RUTHERFORD
ARO
FIN A N
3.88
1.7
2.3
RECOMMENDED EFFLUENT LIMITS
. 64
30
6-9
:1000
---- COMMENTS
• . rk
4-
FACILITY TS : PROPOSED ( ) EXISTING ( ) NEW ( )
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE
RECOMMENDEU BY:
REVIEWED BY:
SUPERVISOR, TECH. SUPPORT
REGIONAL SUPERVISOR
Approval. is ( ) preliminarY
PERMITS MANAGER
9'a
r r.
%3s ?Red °,; r,�m'T 7Z.yes
PREVIOUSI Y
aqI 64._} 1 67 ...... TIATF I
:_ .. DATE
DATE
fi.n..a1
. .. DATE
ISSUED