NC0021601_Wasteload Allocation_19810327

NPDES DOCIMENT !;CANNING COVER SHEET
NPDES Permit:
NC0021601
Tryon WWTP
Document Type:
Permit Issuance
Wasteload Allocation --.
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
27
Document Date:
` '' , ' 1981
This document is printed on reuse paper - ignore any
content on the reirerse side

cv Facility Name:
0
0
4-0
a)
0
Co 9a4
I
Location of D.O.minimum (miles below outfall): a. Slope:.
/�. Z
Velocity (fps): 0 ' 3 / K1 (base e, per day, 200C): (f). W'y K2 (base e, per day, 20°C)• -3, Z_
0
Existing
Proposed
I1
NPDES WASTE LOAD ALLOCATION •
/ocJN ©F /� C04/ &)(..) r- Date • e-/2-t9 /
Permit No.: /1/C'402/60/ Pipe No.: OO/ County: �C K
Design Capacity (MGD): / 0
(7lJ/v/i/
Industrial (% of Flow) : �(O Domestic (% of Flow) : SQ! o
C,ed
Class: Sub -Basin:
Receiving Stream:
itetel�u�� LSGS Quad: (Please attach) Requestor•
(Guideline limitations, if applicable, are to be listed on the back of this form.)
D3-0606,
Regional Office
0
a?
ca
CO
.=
-=
a,
Design Temp.: Z- Z Drainage Area: 41/ Avg. Streamflow: e`S
7Q10: 5 ( F 5 Winter 7Q10 30Q2•
Effluent
Characteristics
Monthly
Average
Comments
b�5.-
3 0
-B
Tss
l//
3 a ,,, 1
'Peal Co I 4`0 rvIA-
J0 P4Ds4
I Yla ..._. 5�4
rte . r
tAx
da `k.
4.-
Effluent
Characteristics
Monthly
Average
Comments
/4- 7 J 7I5 1'7l4cl
,1e. /'hr;1-ei
GC.S 414 lea,
is how /oo?? 514, CS 1 c. /
-}�
Original Allocation 1 I /� / r-Onset( £o st--rt41..�f eVL
Rejr�sId Allocation 1.-/l Date(s) of Revision(s)
IlJJ (Please attach previous allocation)
epared By: 1/4( ,•
Reviewed By:
Date:
r/ //

1
MEMO.
TO:
e -FPO le Ms
6tiLjk S lk t•A oto
1 ,/I
a_<-4Cis-c-ajt,j
lbws -- '6 Vn4 f>1• "C /\1( G cuoyC(otA3 t, a s M GD
tx7 Ce,9//)°' ( ,?.)
p 31 -{��,s
„0, LA.
`/z)
6,211
atik North Carolina Department of Natural
41, Resources &Community Development
imor

Form doi
WASTE LOAD ALLOCATION APPROVAL FORM
#44
Facility Name:
County: Polk
Regional Office: Asheville
Type of Wastewater: Industrial
Domestic 100
If industrial, specify type(s) of industry:
industries, but for purpose of proposed expansion
Receiving stream: Vaughn Creek
Other stream(s) affected:
Sub -basin:03-Q$-Q6
Requestor: NO Qera4d
Town of Tryon
0
0
Note:
receiye.t - from sPVPra t
will consider all dourest -icy
Class: C
Class:
7Q10 flow at point of discharge: 5 cfs
30Q2 flow at point of discharge:
Natural stream drainage area at discharge point:
10 mi2
Recommended Effluent Limitations
Monthly Avg.
BOD5 = 30 mg/1
TSS = 30 mg/1
Fecal Coliform = 1000/100 ml
pH = 6-9 SU
Qw = 1 to 1.5 MGD
•
v•)
if*niPv
'"
This allocation is: /X/
Recommended and reviewed by:
Head, Techncial Services Branch
Reviewed by:
Regional Supervisor
Permits Manager
Approved by:
Division Director
for a proposed facility
for a new (existing) facility
a revision of existing limitations
a confirmation of existing limitations
Date:
Date
Date: 2 -
Date: r be/AI
Date: 9/../"44,-

E
w
0
N
CD
C.)
Facility Name:
Existing
Proposed
Permit No.:
NPDES WASTE LOAD ALLOCATION
,7ON C�Jc(JT� Date e /e - cP/
yC oo 2 /6o/
Pipe No.:
©c7/ County -
Design Capacity (MGD): l s Industrial (% of Flow): v/a Domestic (% of Flow): V7 /o
Receiving Stream: f' )6y4/ `;U-7e,e. Class: Sub -Basin: en3 -ea",M
C
Reteie.u�, USGS Quad: (Please attach) Requester-
/�Q�2��
eu
-- (Guideline limitations, if applicable, are to be listed on the back of this form.)
Regional Office
/J D
Design Temp.: 2 2- Drainage Area: 41 Z Avg. Streamflow: /.>C,‘",s
j 7Q10: �er-s Winter 7Q10: 30Q2
a>l d a vw� / Z,
Location of D.O.minimum (miles below outfall): / SlopellLL
Velocity (fps): 0 , 3 ! K1 (base e, per day, 200C): 1 `� ` K2 (base e, per day, 20°C)• 3, /
Effluent
' Characteristics
$065--
Monthly
Average
Comments
3o vet ik.
— SS
..30
feccJ Co(;f rot-
/000
I N de .' et4 s ue-
�'u.L?- �a
i tl
wasic, c.f..)a_ l l
Original Allocation
Revised Allocation
rotoSe
o arm e
aolf fie.
Date(s) of evision(s)
(Please attach previous allocation)
Effluent
Characteristics
Monthly
Average
Comments
Atn(n,,rA,
- 4/Y0,0
Reviewed By: Date:
i

Facility Name
o Existing
c.�
go Proposed
aw
0
I<l
1 l
Design Capacity (MCD): z Industrial (% of Flow): N..52)% Domestic (% of Flow): S40A
NPDES WASTE LOAD ALLOCATION
7;fr-o kJ 7-7—
Permit No.: 4/e o02/60/
Pipe No.: 00/
Date • e-/2-8-
County: O C K
IReceiving Stream: k. ) GHy C EK Class: e Sub -Basin: 03 - 0806
• ��✓• C �� Regional Office /� v
iteteceLa�. USGS Quad: (Please attach) Requestor
°C (Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: Drainage Area:
Winter 7Q10: 30Q2'
4
Location of D.O.minimum (miles below outfall):
Velocity (fps) : 0, 3l
+K1 (base e, per day, 20°C) : _Q • Y'sq K2 (base e, per day, 20°C) • 3, /
710M Avg. Streamflow: C'i`"�S
7Q10: A --
co
c.)
0
a)
ca
CLa
Slope • . I ram(. ;Z..
Effluent
Characteristics
Monthly
Average
Comments
p0Os
30 is.
Tss
o
re c al C.eV 6 rig.,
/040k 0 041.
i iu 04..., e So Ole
edit ref 64 A.
6 741A— p v//a ?4
Effluent
Characteristics
Monthly
Average
Comments
Tyra q de / PP( r
t a_S
604.-c 4'4.)a /'s
/o0 9e a i-we
Original Allocation ' &7 SPI 2..l�4Goca elk
Revised Allocation .l Date(s) of Revision(s)
(Please attach previous allocation)
r
epared By: 734. •'�.t�t> t�
Reviewed By:
Date:

Facility Name:
Existing
Proposed
[ >d
NPDES WASTE LOAD ALLOCATION
// wN ©FZe— c) 0 / U 7?
Permit No.:
Design Capacity (MGD): //' /
eo
c,
teteLeuLc USGS Quad: (Please attach) Requestor
/reooe/Go/
Industrial (% of
Date • lZ 6P//
�
Pipe No.: D O/ County O c K
Flow) : SD "a Domestic
(%
of Flow) : SD%
Class • Sub -Basin: 63- 6866
CD
-- (Guideline limitations, if applicable, are to be listed on the back of this form.)
Receiving Stream:
:I0 AIN C, qeeAs-
15
m
Location of D.O.minimum (miles
as
Velocity (fps): C 3 ( v
,4'2i �E/4FIL,%
Regional Office
Design Temp.: Drainage Area:
7Q10: _1-"er5
0
a)
C.)
eCI
C.)
C.)
t—
Avg. Streamflow:
Winter 7Q10: 30Q2•
below outfall):
K1 (base e, per day, 20°C):
cv
Slope:. / 2-
K2 (base e, per day, 20°C)•
Effluent
Characteristics
Monthly
Average
Comments
/3 OP s
3o f
rss
�n
1 l/t t 'C. ,2. S o Gat - 7 0A-A
rgt. 644, -
15 hb /uV
Original Allocation
oRevised Allocation
li`A +l
Prepared By: y4_ .._c,�sz
Effluent
Characteristics
Monthly
Average
Comments
1
I
ilia y jt /' `t
/del
cas- too s7"e ct a
rosec� et h-n
s;c.
Date(s) of Revision(s)
(Please attach previous allocation)
Reviewed By:
Date:

Reauest No. t 11.19
Facility Name
Type Of Waste
Receiving Stream
Stream Class
Subhasin
County
Reai.onai Office
Reoues>tor
Draina5e Area (sa mi)
701.0 (cfs)
Winter 7010 (cfs)
3002 (cfs)
WASTELOAD ALLOCATION APPROVAL FORM
.
•
i
2
•
•
Wasteflow (mSd)
--Davy BOD (mA/1 )
pH (SU)
Fecal Coliform (/100m1)2
TSS (mA/1)
TRYON
POTW C,00
VAUGHN CREEK
C
030806
POLK
ASHEVILLE
JIM REID
10
RECOMMENDED EFFLUENT LIMITS
1' ti•
a'\4.
1.5
30
6-9
1000
30
po sc,( gx�0/1 s/ n' )4h/s
COM ENTS 201 I Icca,� _� r� d_uD
RECOMMEND EFFLUENT MONITORING FOR FECAL COLIFORMS,
PHENOLS, CU, AND ZN BASED ON INDIRECT TEXTILE
DISCHARGERS. FECAL LIMIT WARRANTED BECAUSE OF
DILUTION RATIO, RECENT MONITORING RECORDS DO NOT
CONTAIN EFFLUENT FECAL DATA.
LIMITS FOR PROPOSED EXPANSION.
FACILITY IS : PROPOSED ( ) EXISTING (✓) NEW ( )
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
RECOMMENDED BY:
REVIEWED BY
SUPERVISOR, TECH. SUPPORT a
ibtitii
04)
A proval is (X) preliminary (
REGIONAL.. SUPERVISOR
PERMITS MANAGER
.
I 1
C_ ._ i A T E
1
6'\ . _ iiet . _. __DATE _.
-('
._._..._DATE
) final

********** MODEL. RESULTS **********
DISCHARGER :TRYON
RECEIVING STREAM :VAUGHN CREEK
*********************************************************:************
THE END D.Q. IS 7.40 MG/L
******************************************************************* **
THE END CBOD IS 13.20 MG/L
**********************************************************************
THE END NBOD IS 0.00 MG/L
**********************************************************************
THE D.O. MIN. OF SEGMENT 1 IS 5.39 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEF'OINT 0
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
THE REQUIRED EFFLUENT D.O. IS 0 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 1.5 MOD
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 MOD
**********************************************************************

*** MODEL SUMMARY DATA ***
DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMPERATURE
.
.
•
.
•
TRYON
VAUGHN CREEK
5 CFS
22 DEGREES C.
SUBBASIN : 030806
STREAM CLASS: C
WINTER 7010 : CFS
WASTEFLOW : 1.5 MID
ILENGTHISLOPE I VELOCITY 'DEPTH I K1 I K1 1 K2 I K2 I Kn I
(MILES IFT/MI I FPS I FT I /DAY I @20 I/DAY I @20 I/DAY I
SEGMENT 1
REACH 1
I I
0,201 12,201
I I
I I 1 I 1 I
0,407 11.10 10.49 10.45 1 9.331 8.941 0.001
I I I 1 1 1
SEGMENT I
REACH 2
I I
0.501 10.001
I I
I 1 I I 1 I
0.465 I 1.75 1 0.45 I 0.41 I 6.311 6.041 0.001
I I 1 I 1 I
SEGMENT
*** INPUT DATA SUMMARY ***
1 REACH 1
WASTE
HEADWATERS
TRIBUTARY
RUNOFF *
FLOW I CBOD I NBOD
CFS i MG/I I MG/L.
D.O.
MG/L
=:=
2.325 1110.000
5.000 I 2.000
0.000 I 0.000
0.000 I 0.000
0.000
0.000
0.000
0.000
SEGMENT
1 REACH 2
WASTE
TRIBUTARY
RUNOFF *
0.000
14.000
0,000
0.000
7.900
0.000
0.000
= == ====== ===
0.000 I 0.000 1 0.000
2.000 1 0.000 1 7.900
0.000 I 0.000 I 0.000
* RUNOFF FLOW IS TN CFS/MILE

upL. A-
USre \ 444 c w..
6.2.4
,2_( J
ZLCA
'44
644-)

DIVISION OF ENVIRONMENTAL MANAGEMENT
DECEMBER 10, 1984
MEMORANDUM
TO:
FROM:
THRU:
Lee Fleming
Randy Dodd ' f7)
Trevor Clements
Steve Tedder .( (. -
C
SUBJECT: Town of Tryon Permit Requirements
A wasteload allocation request has recently come through for the
Town of Tryon for a proposed expansion from 0.8 mgd to 1.5 mgd. The
Town currently has secondary limits for BOD and TSS, with no pH limit
or fecal coliform limit. I recommend that both parameters be limited
in the new permit based on the limited dilution available in the re-
ceiving waters (5.0 cfs). The Town is currently monitoring instream
fecal levels, but have not been monitoring effluent fecal levels. It
is therefore difficult to determine if instream standard violations
have occurred because of the plant. The Town should be required to
monitor effluent fecal levels. A pH limit is necessary because of high
influent pH from a textile company. It is also recommended that the
Town be required to monitor for phenols, copper, and zinc, since roughly
500 of their waste is generated by indirect textile dischargers. Please
advise if you have any questions.
RD:mlt
cc: Forrest Westall
Doug Finan