NC0083275_Wasterload Allocation_19930818

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: _NCO083275
PERMr= NAME: New Cherokee Corporation, Inc.
FACILITY NAME: Spindale Finishing Plant
Facility Status: Proposed
Permit Status: New
Major
Pipe No.: 001
Design Capacity:
Minor J
0.91 MGD
Domestic (% of Flow): 0 %*
Industrial (% of Flow): 100 %
Comments:
* Domestic disposed of by septic tank and infiltration See attached
effluent guideline calculations
RECEIVING STREAM:Bmad River
Class: C
Sub -Basin: 03-08-02
Reference USGS Quad: G11NW (please attach)
County Rutherford
Regional Office:_ Asheville Regional Office
Previous Exp. Date: 00/00/00 Treatment Plant Class: New
Classification changes within three miles:
9 - (25.5)
None
Requested by: Greg Nizich6 4 , Date: 4/16/93
PreparedbY: Date: 47 93
Reviewe ) Date: 1 cZ-
3oDw
Modeler
Date Rec.
I #
-�-/KAJ
4110 A3
1 7 L3
Drainage Area (mil ) S�$ Avg. Streamflow (cfs): Y543
7Q10 (cfs) /86 Winter 7Q10 (cfs) 215 30Q2 (cfs) 936
Toxicity Limits: IWC0, 75 % Acut hronic
Instream Monitoring:
Parameters
Upstream
Location
Downstream Location
Effluent
Characteristics
N
/�'%ni�/ i�u ,
��//
��/ r�l9X,
BOD5
/VO
277— PJ
NH3-N (mg/1)
D.O. (mg/1)
TSS (&I
32Z
77-4 rAn/J?J
F. Col. (/100 ml)
pH (SU)
A,s(�s��
2-
oil f (Sr Url
30
6o %Q 1
Comments:
K 4AV d ft, i4 1

New Cherokee
C rporation,
Inc - NC O083275
April 14, 1993
Effluent Characteristics
Monthly<-
Average
Daily
Maximum
Comments
BOD5
�, zq 272
l . 140
NSPS
COD
3440
2219
NSPS
TSS
$ • ,� 726
322
NSPS
Sulfide
16.5
8.2
NSPS
Phenols:
8.2
4.1
NSPS
Total Chromium
8.2
4.1
NSPS
H
6 to 9
Type of Product Produced
1000 Lbs/Day Produced
Effluent Guideline Reference
Cotten/Poly Woven Fabric
82.5
40 CFR 410.45 (NSPS-Simple)

25-57 - • •`
--� ` \ \ .
_
1120
i,. ram_
�-�-__'f \
- - _ �- `.` •\
% I
-`-- �
lin
J
771
Rfvw
:a4Fcicinney 8ridge '
Ha ;Lake
rl
1
�. 5 5 14
1 C3
-
tz
45112
�!v,
L261
1110
Af
'
�
� -
-= ��• lit -
r ;
_
-
_ _ -� ..
If
TAP
.7

Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Topo Quad:
FACT SHEET FOR WASTELOAD ALLOCATION
2 8 19M
Request # 7423
p�p
G
New Cherokee Corp. -
Spindale Finishing Plant
NCO083275
Industrial
Proposed
New
Broad River
C
030802
Rutherford
Stream Characteristic:
Asheville
USGS #
Low Flow
Procedure r)
Nizich
Date:
Est. June 1993
4116/93
Drainage Area (mi2):
548
G11NW
Summer 7Q10 (cfs):
186
Winter 7Q10 (cfs):
285
Average Flow (cfs):
943
30Q2 (cfs):
436
IWC (%):
0.75%
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Facility requesting new NPDES permit for proposed industrial discharge into Broad River.
Tech Support recommends issuance of NPDES permit th limits based on effluent guidelines and
additional monitoring uue ents. IUPI N- �naM ntiiBn, o�{ D�r��j pp�a61t., yyu.�
h(k cOla4 $4/�I�vlPenw,�to �w`t� ¢W •-f
Special Schedule Require ents and additional c mments from Reviewers:
Recommended by: ' v_ / `�Date: 7/19/93_
Reviewed by
Instream Assessment:
Regional Su or:
Permits & En ' neerin
RETURN TO TECHNICAL SERVICES BY: AUG 2 0 1993

2
TOXICS/METALS/CONVENTIONAL PARAMETERS
Type of Toxicity Test:
Acute 48 hr Daphid Qrtrly
Existing Limit:
NA
Recommended Limit:
75%
Monitoring Schedule:
JUN SEP DEC MAR
Recommended Limit
�'� 1
�/ W
- Monthly Avg.
Daily Max.
WQ or EL
tOD5 (lbs/daY ): V
140
272
NSPS
COD Obs/day):
2219
3440
NSPS
TSS (lbs/day):
322
726
NSPS
Sulfide (lbs/day):
8.2
16.5
NSPS
Chromium (lbs/day):
4.1
8.2
NSPS
Phenols (lbs/day):
4.1
8.2
NSPS
Oil & Grease (m8/1)
AR36
5*60
WQ.
PH (SU)
6-9
6-9
NSPS
Copper (µg/1):
monitor
Lead (µg/1):
monitor
Zinc (µg/1):
monitor
MBAS (µg/1):
monitor
Chloride (mg/1):
monitor
Parameter(s) are water quality limited. For some parameters, the available load capacity of
the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
OR
X_ No parameters are water quality limited, but this discharge may affect future allocations.

C
INSTREAM MONITORING REQUIREMENTS
Upstream Location:
Downstream Location:
Parameters:
Special instream monitoring locations or monitoring frequencies:
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Special Instructions or Conditions
Wasteload sent to EPA? (Major) (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? (Y or N) If yes, explain with attachments.

Facility Name New Cherokee Corp: Spindale Finishing Permit # NC0083275_ Pipe # 001 _
ACUTE TOXICITY PERMIT LIMIT (QRTRLY)
The pemrittee shall conduct acute toxicity tests on a quarterly basis using protocols defined as definitive in E.P.A.
Document 600/4-85/013 entitled "The Acute Toxicity of Effluents to Freshwater and Marine Organisms." The
monitoring shall be performed as a Daphnia nulex or Ceriodaphnia 48 hour static test, using effluent collected as a
24 hour composite. The LC50 of this effluent using the previously stated methodology may at no time in any
toxicity test be less than 75 %. Effluent samples for self -monitoring purposes must be obtained during
representative effluent discharge below all waste treatment. The first test will be performed after thiM days from
the effective date of this permit during the months of _JUN SEP DEC MAR—.
The parameter code for this test if using DDphnia VaI.Qx is TAA3D. The parameter code for this test if using
Ceriodaphnia is TAA3B. All toxicity testing results required as part of this permit condition will be entered on the
Effluent Discharge Monitoring Form (MR-1) for the month in which it was performed, using the appropriate
parameter code. Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention: Environmental Sciences Branch
North Carolina Division of
Environmental Management
4401 Reedy Creek Road
Raleigh, N.C. 27607
Test data shall be complete and accurate and include all supporting chemical/physical measurements performed in
association with the toxicity tests, as well as all dose/response data Total residual chlorine of the effluent toxicity
sample must be measured and reported if chlorine is employed for disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly monitoring will
begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will
revert to quarterly in the months specified above.
Should any test data from either these monitoring requirements or tests performed by the North Carolina Division
of Environmental Management indicate potential impacts to the receiving stream, this permit may be re -opened and
modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism
survival and appropriate environmental controls, shall constitute an invalid test and will require immediate
retesting(within 30 days of initial monitoring event). Failure to submit suitable test results will constitute
noncompliance with monitoring requirements.
7Q10 186 cfs
Permitted Flow 0.91 MOD
IWC 0.75 %
Basin & Sub -basin BRD02
Receiving Stream Broad River
County Rutherford
Reco ended by:
ate 7/19/93
W Daphnid 48 Version 10191

�. N.G.
C*t"A KEE CA

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-

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- /zV/ fGP z, /3,a ryJ/e
(G.G.) c,�•
vp --
�304 -tj ) —
D =,y0, 310 ,Pile4- 1A 3 )} 4-G. 9 / /.yC�ij = .7. 335 ��aL
4'li/ �l ivru ST✓in„ L,.�7 /N�7+v �•Cr.` {�Gi-�£r!w �^-;,/ �i��r1 ✓Y7
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gg4 C
»yL
0, 7
3oQL
67s c
S�8
� 5/z,�
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o
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0. l7 S MCGc

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,Pau /db c4-

SUMMER
---------- MODEL RESULTS ----------
'Discharger : NEW CHEROKEE - SPINDALE FINISHING
Receiving Stream : BROAD RIVER
----------------------------------------------------------------------
The End D.O. is 7.44 mg/l.
The End CBOD is 2.94 mg/l.
The End NBOD is 1.00 mg/l.
----------------------------------------------------------------------
WLA
WLA
WLA
DO Min CBOD
NBOD
DO
Waste Flow
(mg/1) Milepoint Reach # (mg/1)
(mg/1)
(mg/1)
(mgd)
--------------- --- /--- ----
----
--
----------
Segment
1
7.38 0.00 1
Reach
1
111.00
0.00
0.00
0.91000
Reach
2
0.00
0.00
0.00
0.00000
Reach
3
0.00
0.00
0.00
0.00000
Reach
4
256.80
90.00
0.00
0.17500

*** MODEL SUMMARY DATA ***
Discharger : NEW CHEROKEE - SPINDALE FINISHING Subbasin 030802
. Receiving Stream : BROAD RIVER Stream Class: C
Summer 700 : 186.0 Winter 7Q10 : 285.0
Design Temperature: 25.0
(LENGTH)
SLOPEI
VELOCITY
I DEPTHI Kd I
Kd
I Ka I
Ka I
KN I
--------------------------------------------------------------------------------
I mile I
ft/mil
fps
I ft
Idesignl
@20;1
Idesignl
@20;1 Idesignl
Segment
1
I I
1 0.851
I
2.401
0.737
I
1 4.12
I I
1 0.27 1
0.22
I I
1 1.73 I
I
1.561
I
0.44 1
Reach
--------------------------------------------------------------------------------
1
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 0.101
I
2.401
0.740
I
1 4.14
I I
1 0.27 1
0.22
I I
1 1.74 1
I
1.561
0.44 1
Reach
--------------------------------------------------------------------------------
2
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 0.501
I
2.401
0.743
I
1 4.16
I I
1 0.27 1
0.22
I I
1 1.75 1
I
1.571
I
0.44 1
Reach
--------------------------------------------------------------------------------
3
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 1.901
I
2.401
0.744
I
1 4.16
I I
10.27 1
0.22
I I
1 1.75 1
I
1.571
0.44 1
Reach
--------------------------------------------------------------------------------
4
1 1
1
1
1 1
1 1
1
1
I Flow
I CBOD 1
NBOD 1
D.O. I
I cfs
I mg/l I
mg/1 I
mg/l I
Segment 1
Reach 1
Waste
1 1.411
1111.000 1
0.000 1
0.000
Headwaters1186.000
I 2.000 1
1.000 1
7.440
Tributary
1 0.000
1 2.000 I
1.000 1
7.440
* Runoff
1 0.000
1 2.000 I
1.000 I
7.440
Segment 1
Reach 2
Waste
I 0.000
I 0.000 I
0.000 I
0.000
Tributary
I 2.400
1 2.000 1
1.000 1
7.440
* Runoff
1 0.000
1 2.000 I
1.000 I
7.440
Segment 1 Reach 3
Waste
I 0.000
1 0.000 1
0.000 1
0.000
Tributary
I 3.000
1 2.000 1
1.000 1
7.440
* Runoff
( 0.000
1 2.000
1 1.000 I
7.440
Segment 1
Reach 4
Waste
I 0.271
1256.800
190.000 I
0.000
Tributary
1 0.000
1 2.000
1 1.000 I
7.440
* Runoff
1 0.000
1 2.000
1 1.000 1
7.440

SUMMER
I Seg #
( Reach #
I Seg Mi I
D.O. I
CBOD I
NBOD I
Flow I
1
1
0.00
7.38
2.82
0.99
187.41
' 1
1
0.05
7.39
2.82
0.99
187.41
1
1
0.10
7.39
2.81
0.99
187.41
1
1
0.15
7.39
2.81
0.99
187.41
1
1
0.20
7.39
2.81
0.99
187.41
1
1
0.25
7.39
2.80
0.98
187.41
1
1
0.30
7.39
2.80
0.98
187.41
1
1
0.35
7.39
2.80
0.98
187.41
1
1
0.40
7.39
2.79
0.98
187.41
1
1
0.45
7.40
2.79
0.98
187.41
1
1
0.50
7.40
2.79
0.97
187.41
1
1
0.55
7.40
2.79
0.97
187.41
1
1
0.60
7.40
2.78
0.97
187.41
1
1
0.65
7.40
2.78
0.97
187.41
1
1
0.70
7.40
2.78
0.97
187.41
1
1
0.75
7.40
2.77
0.97
187.41
1
1
0.80
7.40
2.77
0.96
187.41
1
1
0.85
7.41
2.77
0.96
187.41
1
2
0.85
7.41
2.76
0.96
189.81
1
2
0.86
7.41
2.76
0.96
189.81
1
2
0.87
7.41
2.76
0.96
189.81
1
2
0.88
7.41
2.75
0.96
189.81
1
2
0.89
7.41
2.75
0.96
189.81
1
2
0.90
7.41
2.75
0.96
189.81
1
2
0.91
7.41
2.75
0.96
189.81
1
2
0.92
7.41
2.75
0.96
189.81
1
2
0.93
7.41
2.75
0.96
189.81
1
2
0.94
7.41
2.75
0.96
189.81
1
2
0.95
7.41
2.75
0.96
189.81
1
3
0.95
7.41
2.74
0.96
192.81
1
3
1.00
7.41
2.74
0.96
192.81
1
3
1.05
7.41
2.73
0.96
192.81
1
3
1.10
7.41
2.73
0.95
192.81
1
3
1.15
7.41
2.73
0.95
192.81
1
3
1.20
7.42
2.72
0.95
192.81
1
3
1.25
7.42
2.72
0.95
192.81
1
3
1.30
7.42
2.72
0.95
192.81
1
3
1.35
7.42
2.71
0.95
192.81
1
3
1.40
7.42
2.71
0.94
192.81
1
3
1.45
7.42
2.71
0.94
192.81
1
4
1.45
7.41
3.07
1.07
193.08
1
4
1.55
7.41
3.06
1.06
193.08
1
4
1.65
7.41
3.05
1.06
193.08
1
4
1.75
7.42
3.04
1.06
193.08
1
4
1.85
7.42
3.04
1.05
193.08
1
4
1.95
7.42
3.03
1.05
193.08
1
4
2.05
7.42
3.02
1.04
193.08
1
4
2.15
7.42
3.02
1.04
193.08
1
4
2.25
7.42
3.01
1.04
193.08
1
4
2.35
7.42
3.00
1.03
193.08
1
4
2.45
7.43
3.00
1.03
193.08
1
4
2.55
7.43
2.99
1.03
193.08
1
4
2.65
7.43
2.98
1.02
193.08
1
4
2.75
7.43
2.98
1.02
193.08
1
4
2.85
7.43
2.97
1.01
193.08
1
4
2.95
7.43
2.96
1.01
193.08

Y
i 4
1
4
3.05
7.44
2.96
1.01
193.08
1
4
3.15
7.44
2.95
1.00
193.08
1
4
3.25
7.44
2.94
1.00
193.08
1
4
3.35
7.44
2.94
1.00
193.08
• Seg #
I Reach #
I Seg Mi
D.O.
CBOD I
NBOD
Flow

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l �Lr,� *- � f . pos tt, Ck, . u.Ile ;,a
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6, ,U-
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4 �j o u W., Zi.t� -
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w.l.Q cp-Q.P ltk- .,P— kww h.o 4�
C,

SUMMER
MODEL RESULTS
Discharger
:
NEW CHEROKEE
- SPINDALE FINISHING
Receiving Stream :
BROAD RIVER
----------------------------------------------------------------------
The End D.O.
is 7.44
mg/l.
The End CBOD
is 2.91
mg/l.
The End NBOD
----------------------------------------------------------------------
is 1.00
mg/l.
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste Flow
(mg/1)
Milepoint
Reach # (mg/1)
(mg/1)
(mg/1)
--
(mgd)
----------
Segment 1
------
7.38
---------
0.00
------- ----
1
----
Reach 1
107.40
0.00
0.00
0.91000
Reach 2
0.00
0.00
0.00
0.00000
Reach 3
0.00
0.00
0.00
0.00000
Reach 4
256.80
90.00
0.00
0.17500

*** MODEL SUMMARY DATA ***
Discharger
:
NEW CHEROKEE - SPINDALE
FINISHINGSubbasin
030802
• Receiving Stream :
BROAD RIVER
Stream
Class: C
' Summer 7Q10
:
186.0
Winter
7Q10
: 285.0
Design Temperature:
25.0
ILENGTHI
SLOPEI
VELOCITY
I DEPTHI Kd I
Kd
I Ka I
Ka I
KN I
--------------------------------------------------------------------------------
I mile I
ft/mil
fps
I ft.
Idesignl
@20;1
Idesignl
@20;� Idesignl
Segment 1
I I
1 0.851
I
2.401
0.737
I
1 4.12
I I
1 0.27 1
0.22
I I
1 1.73 1
I
1.561
I
0.44 1
Reach 1
--------------------------------------------------------------------------------
1 1
1
1
1 1
1 1
1
1
Segment 1
I I
1 0.101
I
2.401
0.740
I
1 4.14
I I
1 0.27 1
0.22
I I
1 1.74 1
I
1.561
0.44 1
Reach 2
--------------------------------------------------------------------------------
1 1
1
1
1 1
1 1
1
1
Segment 1
I I
1 0.501
I
2.401
0.743
I
1 4.16
I I
10.27 1
0.22
I I
1 1.75 1
I
1.571
I
0.44 1
Reach 3
--------------------------------------------------------------------------------
1 1
1
1
1 1
1 1
1
1
Segment 1
I I
1 1.901
I
2.401
0.744
I
1 4.16
I I
1 0.27 1
0.22
I I
1 1.75 1
I
1.571
I
0.44 1
Reach 4
--------------------------------------------------------------------------------
1 1
1
1
1 1
1 1
1
1
I Flow
I CBOD I
I cfs
I mg/l
Segment 1
Reach 1
Waste
I 1.411
1107.400 1
Headwaters1186.000
1 2.000 I
Tributary
I 0.000
1 2.000 I
* Runoff
I 0.000
( 2.000 I
Segment 1
Reach 2
Waste
1 0.000
I 0.000 I
Tributary
I 2.400
( 2.000 I
* Runoff
I 0.000
( 2.000 I
Segment 1 Reach 3
NBOD I D.O. I
mg/l I mg/l I
0.000 I
0.000
1.000 I
7.440
1.000 I
7.440
1.000 I
7.440
0.000 I 0.000
1.000 I 7.440
1.000 I 7.440
Waste
I 0.000
I 0.000 I
0.000 I
0.000
Tributary
I 3.000
I 2.000 I
1.000 I
7.440
* Runoff
1 0.000
I 2.000
I 1.000 I
7.440
Segment 1
Reach 4
Waste
I 0.271
1256.800
1 90.000 1
0.000
Tributary
1 0.000
1 2.000
1 1.000 1
7.440
* Runoff
1 0.000
1 2.000
1 1.000 1
7.440

SUMMER
I Seg #
I Reach #
I Seg Mi I
D.O. I
CBOD I
NBOD (
Flow
1
1
0.00
7.38
2.79
0.99
187.41
' 1
1
0.05
7.39
2.79
0.99
187.41
1
1
0.10
7.39
2.79
0.99
187.41
1
1
0.15
7.39
2.78
0.99
187.41
1
1
0.20
7.39
2.78
0.99
187.41
1
1
0.25
7.39
2.78
0.98
187.41
1
1
0.30
7.39
2.77
0.98
187.41
1
1
0.35
7.39
2.77
0.98
187.41
1
1
0.40
7.39
2.77
0.98
187.41
1
1
0.45
7.40
2.76
0.98
187.41
1
1
0.50
7.40
2.76
0.97
187.41
1
1
0.55
7.40
2.76
0.97
187.41
1
1
0.60
7.40
2.76
0.97
187.41
1
1
0.65
7.40
2.75
0.97
187.41
1
1
0.70
7.40
2.75
0.97
187.41
1
1
0.75
7.40
2.75
0.97
187.41
1
1
0.80
7.40
2.74
0.96
187.41
1
1
0.85
7.41
2.74
0.96
187.41
1
2
0.85
7.41
2.73
0.96
189.81
1
2
0.86
7.41
2.73
0.96
189.81
1
2
0.87
7.41
2.73
0.96
189.81
1
2
0.88
7.41
2.73
0.96
189.81
1
2
0.89
7.41
2.73
0.96
189.81
1
2
0.90
7.41
2.73
0.96
189.81
1
2
0.91
7.41
2.73
0.96
189.81
1
2
0.92
7.41
2.73
0.96
189.81
1
2
0.93
7.41
2.73
0.96
189.81
1
2
0.94
7.41
2.72
0.96
189.81
1
2
0.95
7.41
2.72
0.96
.189.81
1
3
0.95
7.41
2.71
0.96
192.81
1
3
1.00
7.41
2.71
0.96
192.81
1
3
1.05
7.41
2.71
0.96
192.81
1
3
1.10
7.41
2.70
0.95
192.81
1
3
1.15
7.41
2.70
0.95
192.81
1
3
1.20
7.42
2.70
0.95
192.81
1
3
1.25
7.42
2.69
0.95
192.81
1
3
1.30
7.42
2.69
0.95
192.81
1
3
1.35
7.42
2.69
0.95
192.81
1
3
1.40
7.42
2.69
0.94
192.81
1
3
1.45
7.42
2.68
0.94
192.81
1
4
1.45
7.41
3.04
1.07
193.08
1
4
1.55
7.41
3.03
1.06
193.08
1
4
1.65
7.42
3.03
1.06
193.08
1
4
1.75
7.42
3.02
1.06
193.08
1
4
1.85
7.42
3.01
1.05
193.08
1
4
1.95
7.42
3.01
1.05
193.08
1
4
2.05
7.42
3.00
1.04
193.08
1
4
2.15
7.42
2.99
1.04
193.08
1
4
2.25
7.42
2.99
1.04
193.08
1
4
2.35
7.43
2.98
1.03
193.08
1
4
2.45
7.43
2.97
1.03
193.08
1
4
2.55
7.43
2.97
1.03
193.08
1
4
2.65
7.43
2.96
1.02
193.08
1
4
2.75
7.43
2.95
1.02
193.08
1
4
2.85
7.43
2.95
1.01
193.08
1
4
2.95
7.44
2.94
1.01
193.08

1 4 3.05
1 4 3.15
1 4 3.25
1 4 3.35
r I Seg # I Reach # I Seg Mi I
7.44
2.93
1.01
193.08
7.44
2.93
1.00
193.08
7.44
2.92
1.00
193.08
7.44
2.91
1.00
193.08
D.O. I
CBOD (
NBOD I
Flow I