NC0001899_wasteload allocation_19910823

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NC0001899
PERMITTEE NAME: Allied-Signal, Inc.
FACILITY NAME: Allied Fibers
Facility Status: Existing
Permit Status: Renewal
Major '/
Pipe No.: 001
Minor
Design Capacity: 0.244 MGD
Domestic (% of Flow): 11.4 %
Industrial (% of Flow): 88.6 %
Comments:
Revised numbers for BOD5, TSS, and OCPSF parameters based on
revised flow data and influent/effluent data from Allied. Revised COD
based on RRO comments.
RECEIVING STREAM: Haw River
Class: C
Sub -Basin: 03-06-07
Reference USGS Quad: E 22 SE (please attach)
County: Chatham
Regional Office: Raleigh Regional Office
Previous Exp. Date: 10/31/90 Treatment Plant Class: Class 2
Classification changes within three miles:
Requested by:
Prepared by:
Reviewed by:
PLOTTED
Rosanne Barona
(29
31.5
Date: 7/8/91
Date: 000/
D'te: 2 ,
r Modeler
Date Rec.
#
'qc 4 t
4,34-5
Drainage Area (mi ) 0 Avg. Streamflow (cfs): IF Lt $
R +A-ta+eck c )
7Q10 (cfs) �1 Winter 7Q10 (cfs)
Toxicity Limits: IWC O.%,
Instream Monitoring:
Parameters -DO / Tevil Cc id
30Q2 (cfs)
hronic LC Sr, 941
, PrQ,e,
Upstream
Downstream / Location R ve- (
1j•;
✓ Location Haw (a S..1 O 11
Effluent
Characteristics
- '''
ti.,1 ty Av3_,
--
.1x1 1y MAIL
BOD5 (. Os/4e.;.,i)
3 a e 1
,
6 3. $
Coo Ms/day >
3 g, 5
i
5—
.Oe( Creaase 014
.1c
.
3o
TSS (1bs/day )
17.8
F. Col. (/100 ml)
00
(-1U O
pH (SU)
—
i RN lib sjc ..)
10
i s
j4 h L. id 3.-455 11:4,---
- de ad;
jt. 4-fi s h oa l
vtot- ek ce. d S-d
p'T`
ipCC (1.--
Comments: f 3xi cs hw.ci-s pe./
etre req,L,reci-- cPJ a Jiui list.
D
rPi
BP.)

FOR APPROPRIATE DISCHARGERS, LIST COMPLETE GUIDELINE LIMITATIONS BE
LOW
Effluent Characteristics
oD3
75S
C
Monthly #
Average f,
Daily
Maximum
3Z3
/oa,
Comments
COP :3 4o1 /,im',ed • $
%a C P C
a;de;y

OCPSF Subpart I
A
B
C
D
E
F
1
OCPSF Regulations Subpart I
2
Daily Max
Monthly Avg
Flow
Daily Max
Monthly Avg
3
Effluent Characteristics
(ug/l)
(ug/I)
(MGD) (lb/day)
(lb/day)
4
5 Acenapthene
59
22
0.007
0.003
0.001
6 Acrylonitrile
242
96
0.014
0.006
7 Benzene
136
37
0.008
0.002
8 Carbon Tetrachloride
38
18
0.002
0.001
9 Chlorobenzene
28
15
0.002
0.001
1 0 1 ,2,4-Trichlorobenzene
1 1 Hexachlorobenzene
140
28
68
15
0.008
0.002
0.004
0.001
1 2 1,2-Dichloroethane
211
68
0.012
0.004
1 3 1 ,1,1-Trichloroethane
54
21
0.003
0.001
1 4 Hexachloroethane
54
21
0.003
0.001
1 5 1,1-Dichloroethane
59
22
0.003
0.001
1 6 1,1,2-Trichloroethane
1 7 Chloroethane
54
268
21
104
0.003
0.016
0.001
0.006
1 8 Chloroform
46
21
0.003
0.001
1 9 2-Chlorophenol
98
31
0.006
0.002
2 0 1,2-Dichlorobenzene
163
77
0.010
0.004
2 1 1,3-Dichlorobenzene
44
31
0.003
0.002
2 2 1,4-Dichlorobenzene
2 3 1,1-Dichioroethylene
28
25
15
16
0.002
0.001
0.001
0.001
2 4 1,2-trans-Dichloroethylene
54
21
0.003
0.001
2 5 2,4-Dichlorophenol
2 6 1,2-Dichloropropane
2 7 1,3-Dichloropropylene
112
230
44
39
153
26-
0.007
0.013
0.003
0.002
0.009
0.002
2 8 2,4-Dimethylphenol
2 9 2,4-Dinitrotoluene
36
285
18
113
0.002
0.017
0.001
0.007
3 0 2,6-Dinitrotoluene
641
255
0.037
0.015
31 Ethylbenzene
108
32
0.006
0.002
3 2 Fluoranthene
68
25
0.004
0.001
3 3 Methylene Chloride
89
40
0.005
0.002
3 4 Methyl Chloride
190
86
0.011
0.005
3 5 Hexachlorobutadiene
3 6 Naphthalene
49
59
20
22
0.003
0.003
0.001
0.001
3 7 Nitrobenzene
68
27
0.004
0.002
3 8 2-Nitrophenol
69
41
0.004
0.002
3 9 4-Nitrophenol
4 0 2,4-Dintrophenol
124
123
72
71
0.007
0.007
0.004
0.004
4 1 4,6-Dintro-o-cresol
277
78
0.016
0.005
4 2 Phenol
26
15
0.002
0.001
4 3 Bis(2-ethylhexyl)phthalate
4 4 Di-n-butyl phthalate
4 5 Diethyl phthalate
279
57
203
103
27
81
0.016
0.003
0.012
0.006
0.002
0.005
4 6 Dimethyl phthalate
4 7 Benzo(a)anthracene
47
59
19
22
0.003
0.003
0.001
0.001
4 8 Benzo(a)pyrene
61
23
0.004
0.001
Page 1

OCPSF Subpart 1
A
B
C
D
E
F
4 9
3,4-Benzofluoranthene
61
23
0.004
0.001
5 0
Benzo(k)fluoranthene
59
22
0.003
0.001
51
Chrysene
59
22
0.003
0.001
5 2
Acenaphthylene
59
22
0.003
0.001
5 3
Anthracene
59
22
0.003
0.001
5 4
Fluorene
59
22
0.003
0.001
5 5
Phenanthrene
59
22
0.003
5 6
Pyrene
67
25
0.004
_0.001
0.001
5 7
Tetrachloroethylene
56
22
0.003
0.001
5 8
Toluene
80
26
0.005
0.002
5 9
Trichloroethylene
54
21
0.003
0.001
6 0
Vinyl Chloride
268
104
0.016
0.006
6 1
Total Chromium
2770
1 110
0.162
0.065
6 2
Total Copper
3380
1 450
0.197
0.085
6 3
Total Cyanide
1200
420
0.070
0.025
6 4
Total Lead
690
320
0.040
0.019
6 5
Total Nickel
3980
1 690
0.232
0.099
6 6
Total Zinc
2610
1 050
0.152
0.061
rit/C sTA
oc
Page 2

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-1-
Facility Name
NPDES No.
Type of Waste
Facility Status
Permit Status
Receiving Stream
Stream Classification:C
Subbasin
County
Regional Office
Requestor
Date of Request
Topo Quad
:03-06-07
:Chatham
:Raleigh
:Rosanne Barona
:6/26/90
:E22SE
Wasteload Allocation Summary
Request No. 6345
FACT SHEET FOR WASTELOAD ALLOCATIONS
:Allied Fibers - Outfall 001
:NC0001899
:11.4% Domestic/88.6% Industrial
:Existing
:Renewal
:Haw River
(
RECEIVED
JUI._ 221991
Stream Characteristics:
USGS # regulated flow
Drainage Area:1680 sq.mi.
Summer 7Q10: 40 cfs
Winter 7Q10:
Average Flow:1848
30Q2:
cfs
cfs
cfs
Revised WLA based on request from region and facility. Process flow has
been revised. Complex wastewater consisting of process wastewater (.007
MGD), sanitary sewage (.01 MGD), cooling water, boiler blowdown, HVAC
condensate, and filter backwash (.069 MGD). Permit limits were derived
from the OCPSF guidelines for the production of polyester fiber. The BOD5
and TSS limits are BPJ limits determined by the facility and permits and
engineering. The OCPSF limits for toxics are more stringent than the
water quality limits. All limits must be met at the end -of -pipe.
WASTELOAD SENT TO EPA?(Major) _Y_ (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 fits into basinwide plan)
Recommended by:
Reviewed by
Instream Assessment: / �' ,. 3ei
C Regional Supervisor -
Permits & Engineering:
Date:
Date: 7
is
Date : f/4'9,
-4 Date:
RETURN TO TECHNICAL SERVICES BY:
AUG 16 1991
•w
•
Po
t-'E(;rf)NNA1. t

-2- Request No. 6345
O 1U
CONVENTIONAL PARAMETERS
Existing Limits
Monthly Average Daily Maximum
Wasteflow (MGD): .244
BOD5 (lbs/day): 359 644
TSS (lbs/day): 239 437
COD (lbs/day): 5382 9890
Fecal Coliform (/100 ml): 1000 2000
pH (SU): 6-9
Oil & Grease (lbs/day): 20 30
TKN (lbs/day): 10 15
Recommended Limits
Monthly Average Daily Maximum
Wasteflow (MGD): .244
BOD5 (lbs/day): 32.1 63.8 BPJ
TSS (lbs/day): 17.8 37.3 BPJ
COD (lbs/day): 38.5 100.5 BPJ
Fecal Coliform (/100 ml): 200 400
pH (SU) : 6-9
Oil & Grease (lbs/day): 20 30
TKN (lbs/day): 10 15
Limits Changes Due To: Parameter(s) Affected
OCPFS guidelines BOD5, TSS, COD
New standard
Toxicty Limit: Acute, quarterly
LCi$a @ 95190
IWC = 0,14 °ft
Fecal Coliform
TOXICS
Monitoring Schedule:
JAN, APR, JUL, OCT
Toxics or metals limits
Toxics limits based on the OCPSF guidelines are required. Since OCPSF
parameters were below detectable levels on the annual pollutant analysis,
the OCPSF guidelines should be sufficient to protect water quality. See
attachment for limits.
Annual gross beta particle activity shall not exceed 50 pCi/L.

-3- Request No. 6345
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Miscellaneous information pertinent to the renewal or new permit for this
discharge. Include relationship to the Basinwide management plan.
INSTREAM MONITORING REQUIRMENTS:
Upstream: Y
Donwstream: Y
Location: Haw River at SR 1011
Location: Haw River, 1 mile below discharge,
above confluence with Deep River
SPECIAL INSTRUCTIONS OR CONDITIONS
SCHEDULE REQUIREMENTS:
(for P&E or region to recommend time frame for implementing new limits)
ADDITIONAL "REVIEWER" COMMENTS:
Additional Information attached? (yes or no) If yes, explain attachments.
1. Toxicity testing requirement.
2. OCPSF guidelines.

ALLIED FIBERS
Water Quality
Federal Guidelines Limits
(Ibs/day) (Ibs/day) Ibs/day ug/I Ibs/day ug/I
PARAMETER Day Max. Mo. Avg. C C WS WS
Acenaphthene 0.003 0.001
Acrylonitrile C 0.014 0.006
Benzene C 0.008 0.002 683.98 336115.5 11.40 3597.0
Carbon Tetrachloride C 0.002 0.001 42.34 20807.2 2.43 767.8
Chlorobenzene 0.002 0.001
1,2,4-Trichlorobenzene 0.008 0.004
Hexachlorobenzene C 0.002 0.001
1,2-Dichloroethane C 0.012 0.004
1,1,1-Trichloroethane 0.003 0.001
Hexachloroethane C 0.003 0.001
1,1-Dichloroethane C 0.003 0.001
1,1,2-Trichloroethane C 0.003 0.001
Chloroethane 0.016 0.006
Chloroform C 0.003 0.001
2-Chlorophenol 0.006 0.002
1,2-Dichlorobenzene 0.010 0.004
1,3-Dichlorobenzene 0.003 0.002
1,4-Dichlorobenzene 0.002 0.001
1,1-Dichloroethylene C 0.001 0.001
1,2-transDichloroethylene 0.003 0.001
2,4-Dichlorophenol 0.007 0.002
1,2-Dichloropropane 0.013 0.009
1,3-Dichloropropylene C 0.003 0.002
2,4-Dimethylphenol 0.002 0.001
2,4-Dinitrotoluene C 0.017 0.007
2,6-Dinitrotoluene 0.037 0.015
Ethylbenzene 0.006 0.002
Fluoranthene 0.004 0.001
Methylene Chloride C 0.005 0.002
Methyl Chloride C 0.011 0.005
Hexachlorobutadiene C 0.003 0.001 476.10 233962.8 4.26 1345.1
Napthalene 0.003 0.001
Nitrobenzene 0.004 0.002
2-Nitrophenol 0.004 0.002
4-Nitrophenol 0.007 0.004
2,4-Dinitrophenol 0.007 0.004
4,6-Dinitro-o-cresol 0.016 0.005
Phenol 0.002 0.001
Bis(2-ethylhexyl)phthalate C 0.016 0.006
Di-n-butyl Phthalate 0.003 0.002
Diethyl phthalate 0.012 0.005
Dimethyl Phthalate 0.003 0.001
Benzo(a)anthracene C, PAH 0.003 0.001
Benzo(a)pyrene C, PAH 0.004 0.001
3,4-Benzofluoranthene C, PAH 0.004 0.001
Benzo(k)fluoranthene 0.003 0.001
Chrysene C, PAH 0.003 0.001
Acenaphthylene C, PAH 0.003 0.001
Anthracene C, PAH 0.003 0.001
Fluorene C, PAH 0.003 0.001
Phenanthrene C, PAH 0.003 0.001

Pyrene C, PAH 0.004 0.001
Tetrachloroethylene C 0.003 0.001
Toluene 0.005 0.002 105.38 51782.5
Trichloroethylene C 0.003 0.001 885.15 434973.0 29.51 9309.9
Vinyl Chloride C 0.016 0.006 5029.28 2471438 19.16 6045.4
Total Chromium 0.162 0.065 478.98 235375.0
Total Copper 0.197 0.085 67.06 32952.5
Total Cyanide 0.070 0.025 47.90 23537.5
Total Lead 0.040 0.019 239.49 117687.5
Total Nickel 0.232 0.099 843.00 414260.0 239.49 75567.8
Total Zinc 0.152 0.061 478.98 235375.0
Total PAHs nlg) C 297.92 146403.3 8463.6
Federal Guidelines Water Quality Limits
(lbs/day) (lbs/day) Ibs/day ugA
Day Max. Mo. Avg. C C
C - Carcinogen
PAH - Polynuclear Aromatic Hydrocarbons
7Q10= 40 cfs Average Flow=
Dilution = 106.76
Dilution = 4707.5
1780
Federal, u:,,del`,nr.s ar¢ �0%Q si .e.�� lt.a� L.-)
"4-s .
Ibs/day
ws
ugA
WS

•
Facility Name 4 /1 fe c( of s Permit # /VC 00 0/ 89 9' Pipe # bO /
ACUTE TOXICITY PERMIT LIMIT (QRTRLY)
The permittee 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 pulex 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 94/ %. Effluent samples for self -monitoring purposes must be obtained during
representative effluent discharge below all waste treatment. The first test will be performed cater thirty days from
the effective date of this permit during the months of k.1,4N, 14Pr? , J u L
The parameter code for this test if using Daphnia pulex 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 Monitoriig 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: Environnental 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.
"!c
7Q10 cfs
'ya
Permitted Flow D. „v./9 MGD
iwC 9
Basin &Sub -basin 03 - OG — 4 7
Receiving Stream {{Qu- )=?;,.Pr
County C h ti-41,
QAL Daphnid 48 Version 10/91
Recommended by: