DEQ-CFW_00076118

NPDES WASTE LOAD ALLOCATION
003 con,bzn;,c( ,,,,1 ooz at
PERMIT NO.. NC0003573
PERNIITTEE NAME: E.I. DuPont de Nemours & Co., Inc.
FACILITY NAME: Fayetteville Works
Facility Status: Existing
Permit Status: Renewal
Major
Pipe No.: 001
Z vL-)7 F-ALLs
Minor
Design Capacity: 2 MGD
Domestic (% of Flow): 3 %
Industrial (% of Flow): 97
Comments:
OCPSF information attached. 001 flows into 002 before di charge to
river
RECEIVING STREAM: cape Fear River
Class: C
Sub -Basin: 03-06-16
Reference USGS Quad: H23SE (please attach)
County: Bladen
Regional Office: Fayetteville Regional Office
Previous Exp. Date: 5/31/96 Treatment Plant Class: III
Classification changes within three miles:
None
0
m
p
Requested by: Greg Nizich Date: 12/6/95
io Prepared by: Date:
0
J Reviewed by: Da (o
�PfDll
Modeler
Date Rec.
I #
Sqt>
I I
2391
Drainage Area (mizAvg. Streamflow (cfs): ,j6-7
7Q10 (cfs) :a/ Winter 7Q10 (cfs) 30Q2 (cfs)
Toxicity Limits: IWC Afl4 % Acute/Chronic
Instream Monitoring:
Parameters 4M --�o tems -/0 151,E*F01 tjp
Upstream Location
Downstream Location
OUTFALL 001 - Process Wastewater
Recommended Limits
Monthly Avg. Daily Max.
Flow (MGD): 2.0
BOD5 (lbs/day): 157.5 420.1
TSS (lbs/day): 262.5 853.3
DO (mg/l):
pH (SU): 6.0-9.0 6.0-9.0
Oil & Grease (lbs/day): monitor
OCPSF Parameters: **
** Please refer to wasteload allocation fact sheet for
attached list of OCPSF parameters and limits.
Comments:
ft
Ift

S
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DEQ-CFW 00076119

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12/7/95
EFFLUENT LIMITATIONS
DuPont - Bladen County
NC0003573 00 t
Outfa11001 .
Effluent Characteristics
Monthly
Average
Daily
Maximum
Comments
BOD5 (lbs/da)
157.5
420.1
_
I3PT
TSS (lbs/da)
262.5
853.3
_
BPT
H
6.0to9.0
6.0to9.0
BPT
�1U )vG 1111111J LILU UaDCU U11 a pluuGJS IuW ul V. 101 1VIULJ III dUCOWanCC wlln M-A gulaance �101-);,-term TVOg 11ow -
Small allocation also given for 6,000 gpd sanitary wastewater.
Type of Product Produced
Lbs/Day Produced
Effluent Guideline Reference
Plastic, Nylon, and Tape products
N/A
40 CFR 414 Subparts D & 1
Outfall 002 and 003 are not subject to CFR limits.

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NC0003573
PERN=E NAME: E.I. DuPont de Nemours & Co., Inc.
FACILITY NAME: Fayetteville Works
Facility Status: Existing
Permit Status: Renewal
Major I Minor
Pipe No.: 002
Design Capacity:
Domestic (% of Flow): 3
Industrial (% of Flow): 97
Comments:
Neutralized nitric acid from perfluorinated sheeting_ process BBD &
Condensate. CTBD, SW. NCCW. treated effluent from 001
RECEIVING STREAM: Cape Fear River
Class: C
Sub -Basin: 03-06-16
Reference USGS Quad: H23SE (please attach)
County: Bladen
Regional Office: Fayetteville Regional Office
Previous Exp. Date: 5/31/96
Treatment Plant Class:
Classification changes within three miles:
None
Requested by: Greg Nizich Dom: 12/6/95
Prepared by: on xQqY, Date:
Reviewed by: DaAJA
�D
Modeler
Date Rec.
t #
S
I
�iSI
R400
Drainage Area (mil) (j79b Avg. Streamflow (cfs):6(z2ea
7Q10 (cfs)_Winter 7Q10 (cfs) 30Q2 (cfs)
Toxicity Limits: IWC 3 % AcuteASD
Instream Monitoring: 4 17"'d
Parameters 7�_ o; t�„d.T,F7,aride,
Upstream VAS Location Jeo3
Downstream ,/c4 Locationtoa ha' 14;A�
OUTFALL 002 - Non -contact Cooling Water
Recommended Limits
Monthly Avg. Daily Max.
Flow (MGD): monitor
BOD5 (lbs/day): monitor quarterly
COD (lbs/day): monitor quarterly
pH (SU): 6.0-9.0 6.0-9.0
Flouride (lbs/day): 5000
TN (mg/1): monitor
TP (mg/1): monitor
Temperature The temperature of the effluent shall not cause ar
CQ increase in the temperature of the receiving
stream of more than 2.8°C and in no case cause
the ambient water temperature to exceed 3TC.
Comments:
eA/Liwni- m m l or-i , Tar .

FACT SHEET FOR WASTELOAD ALLOCATION
Request # 8399 & 8400
Facility Name:
E.I. DuPont de Nemours & Co.-
Fayetteville Works
NPDES No.:
NCO003573
Type of Waste:
97% Industrial, 3% Domestic
Facility Status:
Existing
Permit Status:
Renewal
Receiving Stream:
Cape Fear River
Stream Classification:
C
-
Subbasin:
03-06-16
County:
Bladen
Stream Characteristic:
Regulated
Regional Office:
Fayetteville
Source:
Jordan Dam
Requestor:
Greg Nizich
Date:
1989
Date of Request:
12/6/95
Drainage Area (mi2):
4790
Topo Quad:
H23SE
Summer 7Q10 (cfs):
791 9
Average Flow (cfs):
5676
IWC M:
3.2
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
The Fayetteville facility has two main process areas: 1) Butacite and PVB intermediates and 2)
Nafion and perfluoronated intermediates. Currently, both process waste streams go through the
treatment plant and are discharged via Outfall 001. DuPont is proposing to route the Nafion stream
around the waste treatment plant because the only significant pollutant in it is fluoride which is not
removed in the treatment process, so the Nafion stream only constitutes extra hydraulic loading that
lowers retention time in the plant for the treatable PVB waste stream. The Nafion stream would
have to re-enter the Outfall 001 stream prior to the OCPSF sampling and limitation point or such
requirements will have to be applied to it separately.
Only minor changes are recommended for this rengvv�,al. Updated application of federal
effluent guidelines will cause a slight reduction of BOnits for this renewal. TP/TN monitoring
requirement has been shifted to Outfall 002 in order to measure nutrient loading to the river. Please
also note the addition of instream monitoring requirements.
Special Schedule Requirements and additional comments from Reviewers:
Recommended by: Date:
Reviewed by
Instream Assessment: Date:
Date -
Regional Supervisor:
Permits &Engineering:-�`��-- � �(i+.c� Date:
�v �v
RETURN TO TECHNICAL SUPPORT BY: 1 E. 199
DEQ-CFW 00076122

Ill
TOXICS/METALS/CONVENTIONAL PARAMETERS
OUTFALL 001 - Process Wastewater
Existing Limits
Flow (MGD):
BOD5 (lbs/day):
TSS (lbs/day):
DO (mg/1): " 1
pH (SU):
Oil & Grease (lbs/day):
TN (mg/1):
TP (mg/1):
Recommended Limits
Flow (MGD):
BOD5 (lbs/day):
TSS (lbs/day):
DO (mg/1):
pH (SU):
Oil & Grease (lbs/day):
OCPSF Parameters:
Monthly Avg. Daily Max.
2.0
175.4 467.7
292.3 950.1
6.0-9.0 6.0-9.0
monitor
monitor
monitor
Monthly Avg.
2.0
157.5
262.5
6.0-9.0
monitor
See attached list
Daily Max.
420.1
853.3
6.0-9.0
OUTFALL 002 - Non -contact Cooling Water
ExistingLs
Flow (MGD):
BOD5 (lbs/day):
COD (lbs/day):
pH (SU):
Flouride (lbs/day):
Temperature (°C)
Recommended Limits
Flow (MGD):
BOD5 (lbs/day):
COD (lbs/day):
pH (SU):
Flouride (lbs/day):
TN (mg/1): ( ,
TP (mg/1):
Temperature (`C)
WQ or EL
I�I�
lap
Monthly Avg. Daily Max.
monitor
monitor quarterly
monitor quarterly
6.0-9.0 6.0-9.0
5000
The temperature of the effluent shall not cause an increase in the
temperature of the receiving stream of more than 2.8°C and in no case
cause the ambient water temperature to exceed 32°C.
Monthly Avg. Daily Max. WQ or EL
monitor
monitor quarterly
monitor quarterly
6.0-9.0 6.0-9.0 EL
5000 EL
monitor
monitor
The temperature of the effluent shall not cause an increase in the
temperature of the receiving stream of more than 2.8°C and in no case
cause the ambient water temperature to exceed 32°C.
DEQ-CFW 00076123

WHOLE EFFLUENT TOXICITY TEST
Type of Toxicity Test: Chronic (Ceriodanhnial Quarterly P/F @ IWC
Existing Limit: P/F @ 3.3% (applied to combined final outfall)
Recommended Limit: Renew with existing limit.
Monitoring Schedule: Feb., May, Aug., Nov.
Limits Changes Due To:
Change in 7Q10 data
Change in stream classification
Relocation of discharge
Updated application of fed. effluent guidelines X
New pretreatment information
Other (onsite toxicity study, interaction, etc.)
s: u - k -_�
BOD, TSS, OCPSF parameters o4 f ovt�,-kf
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.
C#is
X No parameters are water quality limited, but this discharge may affect future allocations.
INSTREAM MONITORING REQUIREMENTS
Upstream Location: U.S. Army Corps Lock & Dam #3 s{- e, sP '4;' Q 0 s 4—.p( :s
Downstream Location: Prospect Hall Landing -6 �t.�_- k �.1��� �x . yp s ay, - OP E CL)
Parameters: Temperature, Dissolved Oxygen, Conductivity, Fluoride
Special instream monitoring locations or monitoring frequencies:
Instream monitoring for fluoride should occur monthly. -- me—Ar s 4„b uk A 4e (( +e,,.*
OL —P (e- S �a c e r- m, -
�U,-.*- ubc A-LL
DEQ-CFW 00076124

' 5 t
4
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
AAd Quacy of Existing Treatment
Has the facility demonstratedAe ability to meet the proposed new limits with existing treatment
facilities? Yes No ✓✓ k`,k- `Z-
If no, which parameters cannot be met? - �` \
Would a "phasing in" of the new limits be appropriate? Yes No,,.,t.,�
If yes, please provide a schedule (and basis for that schedule) with the regional
office recommendations:
�f `C`l� er '\. c{{, `y �{{ �•r— < _., +_. _.�- '�"t-c". lc I a a t..1t' ,; 7� G'• :...,_?
�� < i ' f7 `". T _ ^C- s,.c,. _ \+A•.e..e. a '� "yL.,. 'a._.- :'O'er e / '-
-� [: T'.�K��M. ()\_r.Jl 'Ne.-�t`�,� �s1'\.ial'• ` i=A�LVi-�.e\ a. :.-�Lv N
If no, why not?
Wasteload sent to EPA? (Major) Y (Y or N)
(If yes, then attach updated evaluation of facility, including toxics analysis, modeling analysis if
modeled at renewal, and description of how it fits into basinwide plan)
Additional Information attached? Y (Y or N) If yes, explain with attachments.
1. List of OCPSF parameters and limits.
2. Summary of federal effluent Guidelines applied to WLA.
3. Toxicity test fact sheets.
DEQ-CFW 00076125

Facility Name �ui'on - � eel �/�� Ov r,Cs Permit # A 003�73 Pipe # 00
CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in
1.) The North Carolina Cerigdahnia chronic effluent bioassay procedure (North Carolina Chronic Bioassay
Procedure - Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or significant mortality
is a._a_% (defined as treatment two in the North Carolina procedure document). The permit holder shall perform
gy r monitoring using this procedure to establish compliance with the permit condition. The first test will be
performed after thirty days from the effective date of this permit during the months of
A-11, _ _ Effluent sampling for this testing shall be performed at the NPDES
permi�al efifient discharge below all treatment processes.
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 parameter code TGP3B.
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 this monitoring requirement 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 'W I cfs
Permitted Flow 17 MGD
lWC 3. 2 %
Basin & Sub -basin 03-o('- 1
Receiving Stream Ca e�
County Al adc k
QCL PIF Version 9191
Recommended by:
DEQ-CFW 00076126

FAauN Dupont - Fayetteville
OCPSF Flow 0.787 MGD Flow is based on processes only
7010s 791 cis
Qavg 5676 cis
PF
2 MGD
Human Hlth
Human HIM
Allowable
Allowable
Limit
Limit
Fed
Standard
Standard
Allowable
Allowable
Aquatic Us
Human Hhh
Limit
Daily
Monthly
Daily Monddy
Daily Monthly
State
Aquatic
Organisms
conc. Aquatic
no
Organisms
Based
Max
Avg.
max
avg
max
avg
Lift
Lift
Organisms
on:
Parameter
ugn
u04
Wd
Wd
stdrd
µfill
µg/l
µfill
µfill
#/day
#/day
Wday
Acenaphthene
59
22
0.387
0.144
FC
no stdrd
2700.00
no stdrd
601635.48
no stdrd
11527.258
OCPSF
0.387 Wday
0.144
Acrylonitrile (c)
242
96
1.568
0.630
FC
no stdrd
0.66
no stdrd
1209.10
no stdrd
20.152
OCPSF
1.588 Wday
0.630
Benzene (c)
136
37
0.893
0.243
SS
no stdrd
71.40
no stdrd
130802.50
no stdrd
2180.042
OCPSF
0.893 Wday
0.243
Carbon Tetrachloride (c)
38
18
0.249
0.118
SS
no stdrd
4.42
no stdrd
8097.30
no stdrd
134.955
OCPSF
0.249 Wday
0.118
Chlorobenzene
28
15
0.184
0.098
FC
no stdrd
21000.00
no stdrd
5379387.10
no stdrd
89656.452
OCPSF
0.184 Wday
0.098
1,2,4-Tdchlombenzene
140
68
0.919
0.446
FC
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
OCPSF
0.919 Wday
0.446
Hexachiorobenzene (c)
28
15
0.184
0.098
FC
no stdrd
7.70E-04
no stdrd
1.411
no stdrd
2.35E-02
CHRONIC
1.411 µg/I
1,2-Dichloroethare (c)
211
68
1.385
0.446
FC
no stdrd
99.00
no stdrd
181364.81
no stdrd
3022.747
OCPSF
1.385 Wday
0.446
1,10-Trichbroethane
54
21
0.354
0.138
FC
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
OCPSF
0.354 Wday
0.138
Hexachloroethane (c)
54
21
0.354
0.138
FC
no stdrd
8.90
no stdrd
16304.51
no stdrd
271.742
OCPSF
0.354 Wday
0.138
1,1-Dichloroethane (c)
59
22
0.387
0.144
FC
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
OCPSF
0.387 Wday
0.144
1,1,2-trichloroethane (c)
54
21
0.354
0.138
FC
no stdrd
42-00
no stdrd
76042.65
no stdrd
1282.377
OCPSF
0.354 Wday
0.138
Chloroethane
268
104
1.759
0.683
FC
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
OCPSF
1.759 Wday
0.683
Chloroform (c)
46
21
0.302
0.138
FC
no stdrd
470.00
no stdrd
861024.84
no stdrd
14350.414
OCPSF
0.302 Wday
0.138
2-Chlorophenol
98
31
0.643
0.203
FC
no stdrd
400.00
no stdrd
102464.52
no stdrd
1707.742
OCPSF
0.643 Wday
0.203
1,2-Dichlorobenzene
163
77
1.070
0.505
FC
no stdrd
17000.00
no stdrd
4364741.94
no stdrd
72579.032
OCPSF
1.070 Wday
0.505
1,3-Dichlorobenzene
44
31
0.289
0.203
FC
no stdrd
2800.00
no stdrd
666019.35
no stdrd
11100.323
OCPSF
0.289 Wday
0.203
1,4-Dichiorobenzens
28
15
0.184
0.098
FC
no stdrd
2800.00
no stdrd
666019.35
no stdrd
11100.323
OCPSF
0.184 #/day
0.098
1,1-Dichioroethylens (c)
25
is
0.164
0.105
FC
no stdrd
3.20
no stdrd
5862-30
no stdrd
97.705
OCPSF
0.164 #/day
0.105
1,2-bwwDichloroethylene
54
21
0.354
0.138
FC
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
OCPSF
0.354 #/day
0.138
2,4-Dichlorophenol
112
39
0.735
0.256
FC
no stdrd
790.00
no stdrd
202367.42
no stdrd
3372.790
OCPSF
0.735 Wday
0.256
1,2-Dichloropropane
230
153
1.510
1.004
FC
no stdrd
39.00
no stdrd
9990.29
no sWrd
166.505
OCPSF
1.510 Wday
1.004
1,3-Dichloropropylene (c)
44
29
0.289
0.190
FC
no stdrd
1700.00
no stdrd
3114345.16
no stdrd
51905.753
OCPSF
0.289 Wday
0.190
2,4-Dimethylphenol
36
16
0.236
0.118
FC
no stdrd
2300.00
no stdrd
589170.97
no stdrd
9819.516
OCPSF
0.236 Wday
0.118
2,4-Dinitrotoluene (c)
285
113
1.971
0.742
FC
no stdrd
9.10
no stdrd
16670.91
no stdrd
277.848
OCPSF
1.871 Wday
0.742
2,6-Dinitrotoluene (c)
641
255
4.207
1.674
FC
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
OCPSF
4.207 #/day
1.674
Ethyibenzene
108
32
0.709
0.210\O/NOE(
325.000
29000.00
83252.42
7428677.42
1387.540
123811.290
OCPSF
0.709 Wday
0.210
Flourenthene
68
25
0.446
0.164
FC
no stdrd
370.00
no stdrd
94779.68
no stdrd
1579.661
OCPSF
0.446 Vday
0.164
Methylene Chloride (c)
89
40
0.584
0.263
FC
no stdrd
1600.00
no stdrd
2931148.39
no shard
488SZ473
OCPSF
0.584 #/day
0.263
Methyl Chloride
190
8s
1.247
0.564
FC
no shard
no shard
no stdrd
no stdrd
no stdrd
no stdrd
OCPSF
1.247 #/day
0.564
Hexachlorobutadiene (c)
49
20
0.322
0.131
FC
no stdrd
49.70
no shard
91048.80
no shard
1517.480
OCPSF
0.322 Wday
0.131
Naphthalene
59
22
0.387
0.144
FC
no shard
no stdrd
no shard
no stdrd
no shard
no shard
OCPSF
0.367 Wday
0.144
Nitrobenzene
68
27
0.446
0.177
FC
no stdrd
1900.00
no shard
486706.45
no stdrd
8111.774
OCPSF
0.446 Wday
0.177
2-Nitrophenol
69
41
0.453
0.269
FC
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
OCPSF
0.453 11/day
0.269
4-Nitrophenol
124
72
0.814
0.473
FC
no stdrd
no shard
no stdrd
no shard
no shard
no stdrd
OCPSF
0.814 Wday
0.473
2,4-Dinitrophenol
123
71
0.807
0.466
FC
no shard
14000.00
no stdrd
3586258.06
no stdrd
59770.968
OCPSF
0.807 Wday
0.466
4,6-Dinitro-o-cresol
277
78
1.818
0.512
FC
no shin!
765.00
no stdrd
195963.39
no shard
3256.056
OCPSF
1.818 Wday
0.512
Phenol
26
15
0.171
0.098
FC
no stdrd
4600000.00
no stdrd
#rblgt#NfgWfN##
no stdrd
19639032.258
OCPSF
0.171 Wday
0.098
3/5/96

FACILITY DuPont -Fayetteville
OCPSF Flow
0.787 MGD
Flow is based on processes only
7010a
791 cfs
Covg
5676 cfs
PF
2 MGD
Human Hhh
Human Hhh
Allowable
Allowable
Limit
Limit
Fedl
Standard
Standard
Allowable
Allowable
Aquatic Life
Human Hhh
Limit
Dally
Monthly
Daily Monthly
Daily Monthly
State
Aquatic
Organisms
conc. Aquatic
conc
Organisms
Based
Max
Avg.
max avg
max
no
Life
Life
Organisms
on:
Parameter
u9n ugA
Ofd
d/d
stdrd
µg/l
44
µoil
µgA
Vday
Vday
Vday
Bis(2-ethylhexyl) phthalate (c)
279
103
1.831
0.676
FC
no stdrd
5.90
no stdrd
10806.61
no stdrd
1BOA 43
OCPSF
1.831 Wday
0.676
Dibutyl phthalate
57
27
0.374
0.177
FC
no stdrd
12000.00
no stdrd
3073935.48
no stdrd
51232.258
OCPSF
0.374 Wday
0.177
Diethyl phthalate
203
81
1.332
0.532
FC
no stdrd
120000.00
no stdrd
30739354.84
no stdrd
512322.581
OCPSF
1.332 Vday
0.632
Dimethyl phthalate
47
19
0.308
0.125
FC
no stdrd
2900000.00
no stdrd
742867741.94
no stdrd
12381129.032
OCPSF
0.308 Wday
0.125
Benzo(a)anthracene (c, PAH)
59
22
0.387
0.144
FC
no atdrd
0.05
no atdrd
89.77
no stdrd
1.496
OCPSF
0.387 Vday
0.144
Benzo(a)pyrene (c, PAH)
61
23
0.400
0.151
FC
no stdrd
0.05
no stdrd
89.77
no stdrd
1.496
OCPSF
0.400 Wday
0.151
3,4-Benzofluoranthene (c, PAH)
61
23
0.400
0.151
FC
no stdrd
0.05
no stdrd
89.77
no stdrd
1.496
OCPSF
0.400 Wday
0.151
Benzo(k)fluorenthene (c,PAH)
59
22
0.387
0.144
FC
no stdrd
0.05
no stdrd
89.77
no stdrd
1.496
OCPSF
0.387 Wday
0.144
Chrysene (c, PAH)
59
22
0.387
0.144
FC
no stdrd
0.05
no stdrd
89.77
no stdrd
1.496
OCPSF
0.387 Wday
0.144
Ac enaphthylene
59
22
0.387
0.144
FC
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
OCPSF
0.387 Wday
0.144
Anthracene
59
22
0.387
0.144
FC
no stdrd
110000.00
no stdrd
28177741.94
no stdrd
469629.032
OCPSF
0.387 Wday
0.144
Fluorene
59
22
0.387
0.144
FC
no stdrd
14000.00
no stdrd
3586258.06
no stdrd
59770.968
OCPSF
0.387 Wday
0.144
Phenanthrene
59
22
0.387
0.144
FC
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
no stdrd
OCPSF
0.387 Wday
0.144
Pyrene
67
25
0.440
0.164
FC
no stdrd
11000.00
no stdrd
2817774.19
no stdrd
46962.909
OCPSF
0.440 Wday
0.164
Tetrachloroethylene (c)
56
22
0.368
0.144
FC
no stdrd
8.85
no stdrd
16212.91
no stdrd
270.215
OCPSF
0.368 Wday
0.144
Toluene
80
26
0.525
0.171
SS/AO
11.000
200000.00
2817.77
51232258.06
46.963
853870.968
OCPSF
0.526 Vday
0.171
Trichlororethylene (c)
54
21
0.354
0.138
SS
no stdrd
92.40
no stdrd
169273.82
no stdrd
2821.230
OCPSF
0.354 Vday
0.138
Vinyl Chloride (c)
268
104
1.759
0.683
SS
no stdrd
525.00
no stdrd
961783.06
no stdrd
16029.718
OCPSF
1.759 Wday
0.683
PAH (total -µoil) (c) aromatic hydrocarbons
SS
no stdrd
0.0311
no stdrd
56.97
no stdrd
0.950
CHRONIC
56.974 µg/I
" Total Chromium
2770
1110
0.000
0.000
SS
50.000
no stdrd
12808.06
no stdrd
213.468
no stdrd
OCPSF
0.000 Wday
~0.000
"' Total Copper
3380
1450
0.000
0.000
SS -AL
7.000
no stdrd
1793.13
no stdrd
29.885
no stdrd
OCPSF
0.000 Wday
0.000
" Total Cyanide
1200
420
0.000
0.000
SS
5.000
no stdrd
1280.81
no stdrd
21.347
no stdrd
OCPSF
0.000 Wday
0.000
" Total Lead
690
32D
0.000
O.D00
SS
25.000
no stdrd
6404.03
no stdrd
106.734
no stdrd
OCPSF
0.000 Wday
0.000
" Total Nickel
3980
1690
0.000
0.000
SS
88.000
no stdrd
22542.19
no stdrd
375.703
no stdrd
OCPSF
0.000 Wday
0.000
"Total Zirx'
2610
1050
0.000
0.000
SS -AL
50.000
50.00
12808.06
12808.06
213.468
213.468
OCPSF
0.000 Wday
0.000
'Total Zinc for Rayon Fiber Manufacture
"' Metal should only be limited if
Total metal bearing wasteflow:
that uses the viscose process and Acrylic
process contains metal bearing
wasteflow.
Fiber Manufacture that uses zinc
Cyanide should only be limited if
Total cyanide bearing wasteflow:
chloride/solvent process is 6,796 ug/L and
process contains cyanide bearing wastaflow.
3,325 ug/L for maximum for any one day
and maximum for monthly average, respectively.
3/5/96 2

0
m
p
C�
I
0
0
0
14
rn
N
co
12/7/95
EFFLUENT LIMITATIONS
DuPont - Bladen County
NC0003573 Dn I
Outfall 001
Effluent Characteristics
Monthly
Average
Daily
Maximum
Comments
B0135 (lbs/da)
157.5
420.1
BPT
TSS (lbs/da)
262.5
853.3
BPT
H
6.0to9.0
6.0to9.0
BPT
Hnove nnu1s are Daseu on a process iiow or t). iisi ivitiu in accoraance witn GrA gulaance (long-term avg. now- 1992-1Jys).
Small allocation also given for 6,000 gpd sanitary wastewater.
Type of Product Produced
Lbs/Day Produced
Effluent Guideline Reference
Plastic, Nylon, and Tape products
N/A
40 CFR 414 Subparts D & I
Outfall 002 and 003 are not subject to CFR limits.

GSo
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TS S 2G2.5t �, 5 853,3 i Z.ZS• �.5_S 21oy• D �29(._.____ _._...__.-../9R _ .. __._.__.
DEQ-CFW 00076130

DEQ-CFW 00076131

m
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Flo
DEQ—CFW-00076133

DEQ-CFW 00076134

Aoce+,j
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DEQ-CFW-00076135

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DEQ-CFW 00076138

DEQ-CFW 00076139

DuPont Automotive
P.O. Drawer
Fayetteville, NC 28302
DuPont Automotive
March 22, 1996
Mr. Jason C. Doll
NC DEHNR - DEM
Water Quality Section
P. O. Box 29535
Raleigh, NC 27626-0535
RE: Renewal of NPDES Permit No. NC0003573
Analysis for bis(2-Ethylhexyl) phthalate at Outfall 001
Dear Mr. Doll,
Enclosed are the analytical results from the two most recent Outfall 001 analyses for
bis(2-Ethylhexyl) phthalate which shows that this compound was below the method's
detection limit.
These results should verify that the analysis of 81 µg/L bis(2-Ethylhexyl) phthalate at
Outfall 001, as reported for the 1995 OCPSF Priority Pollutants annual monitoring, was
probably from cross -contamination of the sampler's synthetic rubber gloves.
As we have discussed, this site has never purchased nor manufactured, as products or
by-products, any of the phthalates.
If you have any questions, please feel free to call me at [phone].
Enclosures
Michael E. Johnson
Environmental Coordinator
E. I. du Pont de Nemours and Company
® Printed on Recycled Paper
Z-544 Rev. 8/95
DEQ-CFW 00076140

Industrial & Environmental Analysts, Inc. (IEA)
BASE/NEUTRAL EXTRACTABLES SW-846 METHOD 8270
IEA Project Number:
IEA Sample Number:
Client Name:
Client Project ID:
Sample Identification:
Matrix:
Number
Compound
2101-071
951176-05 Date Received: 11/29/95
Dupont Date Sampled: 11/29/95
Waste Water Treatment Date Extracted: 12/04/95
EFF (001) Date Analyzed: 12/07/95
Water Analysis By: Van Lare
Dilution Factor: 1.0
Quantitation Results
Limit Concentration
(ug/L) (ug/L)
1
Acenaphthene
10
BQL
2
Acenaphthylene
10
BQL
3
Anthracene
10
BQL
4
Benzo(a)anthracene
10
BQL
5
Benzo(b)fluoranthene
10
BQL
6
Benzo(k)fluoranthene
10
BQL
7
Benzo(g,h,i)perylene
10
BQL
8
Benzo(a)pyrene
10
BQL
9
Benzyl alcohol
20
BQL
10
bis(2-Chloroethoxy)methane
10
BQL
11
bis(2-Chloroethyl)ether
10
BQL
12
bis(2-Chloroisopropyl)ether
10
BQL.
13
bis(2-Ethylhexyl)phthalate
10
14
4-Bromophenyl phenyl ether
10
_BQL
BQL
15
Benzyl butyl phthalate
10
BQL
16
4-Chloroaniline
20
BQL
17
2-Chloronaphthalene
10
BQL
18
4-Chlorophenyl phenyl ether
10
BQL
19
Chrysene
10
BQL
20
Dibenzo(a,h)anthracene
10
BQL
21
Dibenzofuran
10
BQL
22
Di-n-butylphthalate
10
BQL
23
1,3-Dichlorobenzene
10
BQL
24
1,4-Dichlorobenzene
10
BQL
25
1,2-Dichlorobenzene
10
BQL
26
3,31-D.ichlorobenzidine
20
BQL
27
Diethyl phthalate
10
BQL
28
Dimethyl phthalate
10
BQL
29
2,4-Dinitrotoluene
10
BQL
30
2,6-Dinitrotoluene
10
BQL
31
Di-n-octylphthalate
10
BQL
32
Fluoranthene
10
BQL
33
Fluorene
10
BQL
34
Hexachlorobenzene
10
BQL
35
Hexachlorobutadiene
10
BQL
36
Hexachlorocyclopentadiene (3)
10
BQL
37
Hexachloroethane
10
BQL
38
Indeno(1,2,3-cd)pyrene
10
BQL
39
Isophorone
10
BQL
FORM 8270B (1) Rev. 041795
DEQ-CFW 00076141

Industrial & Environmental Analysts, Inc. (IEA)
GC/MS BASE/NEUTRAL EXTRACTABLES EPA 625 COMPOUND LIST
IEA Project Numbers 2101-104
IEA Sample Number:
-
9602195-02
Date
Received:
02/07/96
Client Name:
Dupont
Date
Sampled:
02/07/96
Client Project ID:
LFN-182117
Date
Extracted:
02/12/96
Sample Identification:
E60206
Date
Analyzed:
02/18/96
Matrix:
Water
Analysis By•
Van T..-
Number Compound
1 bis(2-Ethylhexyl)phthalate
I
Dilution Factor: 1.0
Quantitation Results
Limit Concentration
(ug/L) (ug/L)
10 BQL
Comments:
*This compound is no longer provided as a normal target deliverable for
Method 625. Please contact your account representative for further
information.
Sample specific quantitation limits may be calculated by multiplying
the quantitation limit by the dilution factor.
BQL - Below Quantitation Limit
FORM 625B (1) Rev. 081792
DEQ-CFW 00076142

WIIOLBGhFLIII:N'l"fUXIC'I'!'Y"I'liCCINCi O�Slil.l:-MUNI'1'O{tlNGtiIIMMAItI'� f�ri,Fch Ib, 199h
u rev ucnutn ul..11fni'r
0
m
p
(
0 2 ronscrutivr fail Vn = signifieam noncuny,li;uue Y I'm 1992 Dam Available,
Duke Power -Lincoln Turbine I'2TE.RM C M LIM: 6.011• (GRAB)
92 --
--•
--
--
--
---
—
...
.--
._.
...
N
NCOO80781/OOI Begin:9/I/92 I"mitiency: Q I'll: Mar Jun Sep DV
Non<'utnp:Avg ChV
93 -.
..-
N
.•_
.__
N
__
_.
N
_.
...
N
Couruy:l.incolo Region: MRO Subbasin: CI'633
94 --_
._
N
.._
__
N
—
___
N
.._
._-
Pass
PF:O.(M5 Special
95 -..
_..
Pass
---
---
B1
•--
Pass
Pass
---
-••
Pass
7010:2.4 I1MCCA- S.8 Order:
96
Duke Power -Marshall 002 Perm chr lint: 12 X,(Grab)
92 --
--•
---
--
Pass
--
—
Pass
---
---
Pass
-•-
N('(X)04987/(X)2 Bcgitc 10/1/95 Fnqua•ncy: Q P/F A Feb May Aug Nov
NonCf %p:Siaglc
93 ---
Pass
---
---
Pass
---
--
Pass
---
---
Pass
---
Comuy: Calaw1,a Rcgio v MICO Subbasin: ('PB32
94 ---
Pass
---
--
Pass
---
---
Pass
---
---
Pass
---
11V:5.3 Special
95 .-_
Pass
__-
.__
Pass
_.
Pass
Pass
'--
7QM 60.0 l\VCI`1d: 12.0 Onlec
96
Dukc Power -McGuire 001 Tarot 24hr p/I'ac lint: 909-(Oaph or Cerio)
92 •--
Pass
---
---
Pass
---
---
Pass
---
---
Pass
---
NCOO-1439JOOt Bcgin:811195 Fm11ucncy: 0 ' A Fah May Aug Nov
NonCouil0ingle
93 ---
Pass
---
---
Pass
--•
--•
Pass
---
---
Pass
---
Counly: Mecklenburg Region: MRO Subbasin: ('I B32
94 •--
Pass
--
---
Pass
---
---
Pass
---
---
Puss
---
PI^ NA Special
95 ---
Pass
---
---
Pass
---
—
Pass
---
---
Pass
---
7Q10:80 IWC(`%):90 Order:
96
Duke Power -McGuire 002 Pemt48hr I.CSO ac lilts: 8(YL, (Grab)
92 Pass'
N'
.-
__
>100'
--
---
>100'
--
-.-
>100'
--
NCO(Q4392AX)2 Begin:8/I/95 Fmgrlancy:Q A Feb Mary Aug Nov
NonC'omp:Single
93 --
>t00'
•-•
---
>100'
---
---
>100'
---
---
>100'
Counly:Wcklmll.rg Region: MRO Subb:uiu:('1'B33
94 ---
>100'
---
--
>100'
---
---
>100'
---
_--
>100'
>100'
PF:0.4I Special
95 >100'
>100'
•--
---
>100
--
---
>100
---
•--
>100
---
7Q10:80.0 IWC(1Sd:0.79 Ordcc
96
Duke Power-McCufre 005 I'erntda lima l2`4. ira6)
92 Pass
---
---
Pass
---
•--
Poss
---
--•
Pass
---
---
ISICM24'192/(X)S Begin:X/I/'15 Firquency:0J,/F A Jan Apr Jul Or(
NuuCouil0ingly
93 Pass
-••
--•
Pnss
---
---
Fail
Pass
---
Pass
--
---
(',it ly. McAlcoburg Region: MRO Subbasin: ('I'll.l3
94 Pass
__.
_..
Puss
---
---
Pass
.--
---
Pass
...
__
IT -NA Spreiai
95 110"
-..
-_.
Pass
_._
___
Pass
.__
_._
Pass
/()m 800 I(\'(V( 1 120 1hdr,
nil
Duke Power -River Bend 1102 I'ITM Cl IR LIM: IO7.. (CRA13)
Y 92 Ness
•--
---
Pass
---
---
Pass
•--
---
Fall
---
---
NC(XX)4')6UOO.l Ilegin:8/1/94 FngiA•my: Q P1F A Lan Apr Jul Wl
No Wou,p:
93 Pass
---
---
Pass
•--
---
Pass
---
-•-
Pass
---
---
Couoty: iamon Region: MRO Suhba.,in:('IB33
94 Pass
•--
---
Pass
---
---
Pass
---
---
Puss
---
---
PF: 5 9N Special
95 Pass
---
---
Lale,Lale
Pass
---
Pass
---
---
Pass
---
---
7Q10:80.0 IW('(9:,): 10.36 Ord-
96
Dunn/Black river 1VW1'1' PERM: 48IIR A(' LIM 79Z-: 01 >3MG1) CIIR LlM 1 %
92 •--
_.
29.1
37.4
>100
>100
---
---
>100
---
---
>100'
N('(X)•I1176MOI Begin: l2/1r)3 Fnqua•ncy:0 A Ma. Jun Sop Ih-c
NoW 1,:SIN(il.I:
93 _..
._.
45
>100
---
>100
-•
---
>100
-•-
---
>100'
("n ly Ili n,cu Rep 1: FRO Subha"..: l•I'I;I(
iM ---
.--
>fOO,
.__
._.
61.21
731
>100'
>100'
.-.
>I(M'
1'F:I,U ,pedal
95 __
--
>10U'
...
_-_
>100
___
.._
>100
___
_..
>1W
7Q1(1'.586.E IWC(`&.):Wl1) Onler.
96 .
Dupont De Nemours 001&002 PERM CIIR LIM:.1.3`Yc•
92 ---
Pass
---
---
Pass
---
---
Pass
•--
Pass
Pass
---
NC(XX)35731001 Ilcgin: l2/1193 Fnepxncy: Q I'll; A Fd, May Aug Nov
N.... 1,:SINGI.I:
93 ---
Pass
---
--•
Pass
---
---
Pass
.--
---
Pa"
-•-
Comity: Iik,ilen Region: FRO Suhbasin.(THIS
94 ...
tale
Lalo,Pass
---
Pass
---
•--
Pass
---
-•-
Puss
••-
IT: 17 Spca•ial
95 ___
Pass
---
---
Pass
...
---
Pass
-_
-__
Pass
---
7Q10:79L0 IWO17.:3.3 order.
96
Dupont-Ilrevard PERM CIIR LIM: IS`K, ('2/t/90 New permit)
92 Pass
---
---
Pass
---
--
Pass
...
---
Pass
---
---
NC(XXX)137/())I Begin: l(VI/89 Firijoem 0 II/F A J:ul Apt Jul Oct
NoaCunrp:
03 Pass
--.
--_
Pass
--
---
Pass
---
---
Pass
---
---
Count y:'I'culsylvania Region: ARO Subba.,in: FRBOI
94 Pass
--•
---
Pass
---
---
Pass
---
---
Lalo
Fail
Pass
IT: 2 W Special
95 NR/Pass
---
--
Fail
Fail
Fail
Fail
NR/Pass
Pass
Pass
---
---
7010: 18.0 IWQ17,,) M.66 Order:
96
h,rhnm Co. -'Triangle \V\V•1'1' PERM CIIR I.IM: 90%
Y 92 --
Pass
---
---
Pass
--•
---
Pass
---
---
I
--•
NCOO26051/U01 Wgut:4130/93 Fmlumey: Q I'/F A IM, May Aug Nov
No lCony,:SIN(d,1•:
03 ---
Pass
---
---
NI VFail
N(
Nt
I r,it
Pass
---
t on,
Fntl,Pnss
Counly:Dudl:un Region: RRO Subbasin: CI'FOS
94 ---
Fall
Pass
__-
131,Pass
___
...
Pass
__
__.
Pass
...
IT:6.O l'p"Wl
uS ---
Lalo
Pass
--•
full
Pass
---
Puss
•••
•-
Pass
...
7Q1(1'. 00 IWC(174: 1(X) Onlm
96
utrrlrurtt-Furrlugtuu flit. \VN" l'l' 1'11011 ClOt LINT 901;,
Y n7 Pow,
Ilona
14um
I'ann
I'uun
Fnnn
Ilona
I'nnn
I'unu
Ilene
Po!,.,
Ill
NCOO-175971001 Ikg,w4/U1)I I'milmocy: Q P/I; A Jan Apr Jul Oo
NunContp;
93 Puss
Pass
Pass
I -all
NI1/>99
Pass
>99
46.6/
>99
>99
.!19
foss
County:Durk:on Region:RRO Subb:uI CPFOS
94 BOB
60.8
00.6
>99
>99
>99
Fail
Pass
Lalo,Lala
Pass
Pass
Pass,Pass
PI+:20.0 SP''c'i:'I
95 Fail
Pass
Pass
Pass
---
---
Pass
---
•--
Pass
--
---
7QIIP(LIS I\\'('(!&, ):99,5 Ihrlrc
9(i
1.I�iliNl):
IO
1'IiRM = I'crn»t Itrquircnn•ni
LEI' = Ado a,ualivr LoOcr f a,go(
hell i y Muul1 It ra•qurury: 0 Qumirrly; M Munlhly: OM Ilinruwhly: SA- Semiannually: A- Annually: OW I )- Only wha•u discluu'I;ing; D. Uiscuulinued numitorinl; nv p,ircua•oq IS ('ou I ling inJel-al I
Be¢in = Firxl numdi n•unind
7O10 =Receiving stn•:un low Ik,w e,i(rrun,
(arsl A = qum Wity 11 linn'ing int•masex to Inonthly ul on single ladum. Months shot Icsling oast occur - ex. JAN,APR,)I11.,U(. I NonCon 1, = Cuneal Coniplimrrc R quur oil
O
I'F= Penaiucd Ilow (M(W)
IWC`18 = Instreanl waste concentnilion
I'/F = hiss/Fail chronic la•.e( AC = Arm,. CIIR = (At, is
O
Data Notation: f - V.0mid Minnow:
• - Ccriodlmhnia sit.: niv - Mvsid shrinm:
(11V - ilvnnie value: P - Mo lalily of staled ncrceala" m hichexl comenlration: al - Perforated by DFM'I'ox l ival Gana: Ili - Bad lest
Reporting Notnion: --- = Data
not required: NR • Not mponed; ( ) - Beginning
of Qumlor facility Activity Status: I - Inactive, N - Ncwly I.—wd('l'o consrno); 11 - Aeiivc but not 1isehargiag;'l-Mort data nvail:lhlc for month in question J = ORC Apria(un•. needed
�
IS
W
c

52.
521
OEQ-CFVV_00076144

BODuit LOADING
UPPER CAPE FEAR RIVER
FACILITY
NPDES#
FLOW
BODS
SODS
MOLT CBODu
CBODu
NH3N
NH3N
NBOD
BODu
%TOT
COMMENTS
MGD
mg/I
Ibs/day
ratio
mg/I
Ibs/day
mg/I
Ibs/day
Ibs/day
Ibs/day
Lillington WWTP
NCO021636
0.6
12.0
60.0
2.7
32.4
162.1
2.0
10.0
45.0
207.2
1
UNCHANGED
Angler WWTP
NCO082597
0.5
12.0
50.0
1.5
18.0
75.1
2.0
8.3
37.5
112.6
0
New facility, In previous runs
Bules Creek WWTP
NCO030091
0.5
30.0
125.1
4.4
132.0
550.4
20.0
83.4
375.3
925.7
4
UNCHANGED
Swift Textiles
NC0001406
3.3
30.9
850.0
9.7
299.6
8245.0
NS
0.0
0.0
8245.0
31
Will reduce upon expansion
Erwin WWTP
NCO064521
1.2
30.0
300.2
3.3
99.0
990.8
20.0
200.2
900.7
1891.5
7
UNCHANGED
Dunn WWTP
NCO043176
3.8
12.0
375.3
2.3
27.6
863.2
2.0
62.6
281.5
1144.7
4
UNCHANGED
Cross Creek WWTP
NCO023957
25.0
5.0
1042.5
2.5
12.5
2606.3
2.0
417.0
1876.5
4482.8
17
Upon Expansion
Rockfish Creek WWTP NCO050105
14.0
5.0
583.8
4.6
23.0
2685.5
1.0
116.8
525.4
3210.9
12
Upon Expansion
Monsanto
NC0003719
1.3
18.4
200.0
8.3
153.1
1660.0
3.2
35.0
157.5
1817.5
7
Expanded
Dupont -Fayetteville
NC0003573
2.0
9.4
157.5
7.7
72.7
1212.8
1.4
24.0
108.0
1320.8
5
UNCHANGED
Carolina Foods
NCO078344
4.5
6.9
259.0
4.0
27.6
1035.8
0.8
30.0
135.1
1170.9
4
PLUS Org N = 2.0 mg/I
West Point Pepperell
NC0003522
2.5
10.9
227.0
6.8
74.0
1543.6
NL
0.0
0.0
1543.6
6
UNCHANGED
Elizabethtown WWTP
NCO026671
1.2
12.0
122.6
2.0
24.0
245.2
2.0
20.4
91.9
337.1
1
UNCHANGED
TOTAL LOAD 60.4 4353.1 21875.7 1007.7 4534.5 26410.3 100.0
0
m
p
C�
m
I
0
0
0
rn
cn

1
03/01/96 16:07 ENUIRONMENTAL SERUICES DEPT y 919 733 9919 N0.646 901
1' AX
To: JASON DOLL
DEM, WATER QUALITY SECTION
From: BETSY JOHNSON
CITY OF GREENSBORO
Subject; Job .Announ.ceme.Dt
Attached is a job a mouncement far the position of monitoring technician. Please
circulate, The position will be posted March 6, 1996 and will be advertisod in the News &
Observer. Interested applicants can call me for more information and/or fax me a resume,
Phone: [phone]
Fax: [phone]
DEQ-CFW 00076146

TAN 10 '96 11:29
615 P02
ENVIRONIIIENTAL ►ROTECYION AGENCY
DAT[ OF IMAPECTIOOO
REPORT ON OPERATION AND MAINTENANCE
OF WASTEWATER TREATMENT PLANT
A. GtMtRAL IMPOWAiWO
1. PLANT
r.l NAME
(b.) OWNER
(t.) LO
1. TYPE OF PLANT
S. PROJECT NO.
A AVG. 161ON FLOW (nMI
S. WtOlk1.771IULATION
1. COLLECTION SYSTEM ). DATE ►RESENT PLANT SFOAM OPERATING S. STATE PERMIT NO.
1 2 7D 1 Nc.D 000-3s73
CaM1A1NrFp sEPARATL 90TH
►. IN THE SPACE PRQVIDEa BELOW, FURNISH A SIMPLIVIlWFLOW DIA4 RITTEM OCiClittIPTION OF THE PLANT UNITS IN
FLOW SEQUENCE.
NW �,umu-r
/ 1 r►°�e vs
& d. erlw- � ) CZVLINGr k/472
l
. & H DIscN't,e4C-
ourf,�zL
rtkk
R/vEIZ
b�F rZ PZ 5 DRYERS
$0. IDENTIFY RECEIVING WATERS
11. IDENTIFY FbWRTINEM'► STREAM STANDARDS AND. OR USES OF THE RRCrIVINO WATERIE
12. GIVE THE EFFLUENT STANDARDS AND:QR PICOU1949MENTS FOR STATItOF—CAXTIMG PERMIT
a. CURRINt PLAMT Lo Mf
!• POP
1. ANNUAL AVG DAILY FLOW RATE ra1114t) j, PEAK FLOW RATE MIND ULATION SE VE4
CfAY 1MjATMi1;N iM=T wIjA 7Mtil
73F
A, ANNUAL AVG SODS OF RAW SEWAGE (M#Vt) S. ANNUAL. AVGSt)SPIENDED SOLID OF A S IMAGE !by/I)
1�0�. 7&-26 1/WILI
6. PRINCIPAL TYPES OF tNDUSTRfAL WASTE DOSCHAMOCD T. ►O V4 I M EgUlVwLEN !B D! F I DUS IAL
MUNICIPAL SYSTEM
S. O UL I N EQUIVAtEN ASS) INDUS I L I VOL UA9INL
10. INFILTRATION PROaL.lMS
DEQ-CFW 00076147