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NPDES WASTE LOAD ALLOCATION
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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
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
Requested by: Greg Nizich Date: 12/6/95
Prepared by: Date:
Reviewed by:CP/Ytt�LI '�Da (#-7n o
l
ModelerDate
Rec.
#
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Sd..
I c�,
5
2391
Drainage Area (mizAvg. Streamflow (cfs): ,, (6-7
7Q10 (cfs) :a/ Winter 7Q10 (cfs) 30Q2 (cfs)
Toxicity Limits: IWC Afl4 % Acute/Chronic
Instream Monitoring:
Parameters 4M --�o tmss -/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
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EFFLUENT LIMITATIONS
DuPont - Bladen County
NC0003573 00t
Outfall 041
Effluent Characteristics
Monthly
Average
Daily
Maximum Comments
BODS (lbs/da)
157.5
_
420.1 BPT
TSS (lbs/da)
262.5
_
853.3 BPT
H
6.0 to 9.0
6.0 to 9.0 BPT
)vc iiuuw ucc ua,)Uu uii a tnvuws IIuW k)i v.16/ ivivu iii accOruill IGC wi111 M -A gtllQance (101h, -term avg. 11ow - lJ1l-1JJ�).
Small allocation also given for 6,000 gpd sanitary wastewater.
Type of Product Produced
Lbs/Day Produced
Effluent Guideline Reference
Plastic, Nylon, and Tae products
N/A
40 CFR 414 Sub arts D & 1
Outfall 002 and 003 are not subject to CFR limits.

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NC0003573
PERMITTEE 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: Date:
Reviewed by: Da%: �D
Modeler Date Rec. t#
S I � 00
t Drainage Area (mi ) (17Mp Avg. Streamflow (cfs):6(z�7e,
7Q10 (cfs)_Winter 7Q10 (cfs) 30Q2 (cfs)
Toxicity Limits: IWC 3 % AcuteASD
Instream Monitoring: 'I 17""d
Parameters'7�_ p; tj&„d. I Maride,
Upstream VAS Location
Downstream4 Location dail
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- lar l w ri'A .

FACT SHEET FOR WASTELOAD ALLOCATION
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 rengv al. Updated application of federal
effluent guidelines will cause a slight reduction of BOLD„limits 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:
�i
Regional Supervisor: ° Date:
Permits & Engineering: = Date:
RETURN TO TECHNICAL SUPPORT BY: ' 1996
Request # 8399 & 8400
Facility Name:
E.I. DuPont de Nemours & Co.-
Fayetteville Works
NPDES No.:
NC0003573
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 -I
Requestor:
Greg Nizich
Date:
1989
Date of Request:
12/6/'95
Drainage Area (mi2):
4790
Topo Quad:
H23SE
Summer 7Q10 (cfs):
791 1?
Average Flow (cfs):
5676 N.)
IWC (%):
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 rengv al. Updated application of federal
effluent guidelines will cause a slight reduction of BOLD„limits 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:
�i
Regional Supervisor: ° Date:
Permits & Engineering: = Date:
RETURN TO TECHNICAL SUPPORT BY: ' 1996

0)
TOXICS/METALS/CONVENTIONAL PARAMETERS
OUTFALL 001 - Process Wastewater
Existing Limits
Monthly Avg. Daily Max. WQ or EL
Flow (MGD):
monitor
BOD5 (lbs/day):
Monthly Avg.
Daily Max.
monitor quarterly
Flow (MGD):
2.175.4
Flouride (lbs/day):
5000 EL
BOD5 (lbs/day):
monitor
467.7
monitor
TSS (lbs/day):
292.3
950.1
temperature of the receiving stream of more than 2.8°C and in no case
DO (mg/1): ; ,
.. o ,., ; w, t e—
�6.0-9.0
pH (SU):
6.0-9.0
Oil & Grease (lbs/day):
monitor
TN (mg/1):
monitor
TP (mg/1):
monitor
Recommended Limits
Monthly Avg.
Daily Max.
WQ or EL
Flow (MGD):
2.0
BOD5 (lbs/day):
157.5
420.1
EL
TSS (lbs/day):
262.5
853.3
EL
DO (mg/1):
pH (SU):
6.0-9.0
6.0-9.0
EL
Oil & Grease (lbs/day):
monitor
OCPSF Parameters:
See attached list
OUTFALL 002 - Non -contact Cooling Water
Existing Limits
Monthly Avg. Daily Max.
Flow (MGD): monitor
BODS (lbs/day): monitor quarterly
COD (lbs/day): monitor quarterly
pH (SU): 6.0-9.0 6.0-9.0
Flouride (lbs/day): 5000
Temperature (°C) 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.
Recommen Limi
Monthly Avg. Daily Max. WQ or EL
Flow (MGD):
monitor
BOD5 (lbs/day):
monitor quarterly
COD (lbs/day):
monitor quarterly
pH (SU):
6.0-9.0 6.0-9.0 EL
Flouride (lbs/day):
5000 EL
TN (mom)'� ^ _� ;
monitor
TP (mg/1):
monitor
Temperature (`C)
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.

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.)
BOD, TSS, OCPSF parameters oo ( o,:t�;V(
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.
CSTS
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{- P- sP tC.L"4;Cc-Q 01,r- c. s w-�'.p(c:s
Downstream Location: Prospect Hall Landing 4n Qom. *-4,k)e.,, 9: -? OP 6a)
Parameters: Temperature, Dissolved Oxygen, Conductivity, Fluoride 0.4.
x -LL -
Special instream monitoring locations or monitoring frequencies:
Instream monitoring for fluoride should occur monthly. -- s4� Mme' s kb L -E A 4--1( {C,,.*
*v- rAA-i%4L s OL —P (e. s l�
� bo r m, -
Pz)"Ck '.:o"L b4�,e, is 4" c,,,.. e-�

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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-
J�,,,� �-' a -gib\Ldp-a -z-
If
—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 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.

Facility Name �ui'on - � eel �/�� Ov r,Cs Permit # A 00373 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 ?`1l cfs
Permitted Flow 17 MGD
IWC 3. 2 %
Basin & Sub -basin 03-o('-1
Receiving Stream Ca e�
County Al adc k
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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
E. I. du Pont de Nemours and Company
Michael E. Johnson
Environmental Coordinator
® Printed on Recycled Paper
Z-544 Rev. 8/95

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
BOL
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-aichlorobenzidine
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 82708 (1) Rev. 041795

Jv�
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 IDs
LFN-182117
Date
Extracted:
02/12/96
Sample Identification:
E60206
Date
Analyzed:
02/18/96
Matrix:
Water
Analysis By•
Van Lare
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

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bs/day
GREENSBORO UPST
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514/95
16.6
7.7
79.0
17.1
7.7
79.9
61
14.5
2.9
5.4
53.0
519/95
20.8
8.0
89.4
19.9
7.3
80.2
62
1 17.9
2.2
40.1
5116/95-
23.1
6.4
74.8
23.1
6.4
74.8
64
20.9
2.3
34.7
5/23/95
24.2
6.5
77.5
23.5
6.7
78.9
58
20.1
1.5
32.0
6/5/95
24.0
6.4
76.1
24.0
6.4
76.1
19
20.7
1.7
6.9
77.0
6/6/95
24.0
6.8
80.8
24.0
7.1
84.4
17
21.0
4.0
6.9
77.4
6120/95
24.0
6.3
74.9
24.0
6.6
78.4
18
20.6
2.1
5.4
60.1
6/22/95
25.0
7.0
84.7
25.0
6.8
82.3
20
23.6
2.4
5.9
69.6
6/26/95
25.0
6.7
81.1
24.0
7.0
83.2
26
23.1
2.7
5.7
66.6
6/27/95
25.0
6.2
75.1
24.0
6.7
79.6
11
24.0
2.4-"-
58.2
6/29/95
24.0
6.3
74.9
24.0
6.3
74.9
49
22.4
3.4
6.3
72.6
7/5/95
26.0
7.3
90.0
26.0
7.2
88.8
15
24.8
1.7
5.4
65.1
7/6195
26.0
7.0
86.3
26.0
7.0
86.3
30
25.8
2.2
5.9
72.5
7/7/95
26.5
6.7
83.4
27.0
6.6
82.9
34
23.6
3.5
6.2
73.1
7/10/95
25.0
7.0
84.7
27.0
7.0
87.9
48
23.5
1.5
5.6
65.9
7/11/95
25.0
7.4
89.6
26.0
7.0
86.3
31
24.6
1.4
5.5
66.1
7/13195
25.0
6.7
81.1
26.0
6.7
82.6
35
24.7
1.3
5.8
69.8
7/17/95
26.0
6.6
81.4
26.5
6.7
83.4
44
24.5
3.2
6.2
74.4
7/18/95
26.0
7.0
86.3
27.5
6.7
84.9
30
25.6
1.8
5.5
67.3
7/20/95
25.0
7.0
84.7
26.5
7.0
87.1
33
25.4
1.6
6.4
78.0
7/24/95
24.5
7.2
86.4
6
26.0
6.8
83 .8
60
27.1
2.0
7
5 .9
7/25/95
25.0
6.3
76.3
26.0
6.2
76.4
39
26.4
4.6
48.4
7/27/95
27.5
6.6
83.6
27.0
6.6
82 .9
46
26.7
3.8
51 .2
7/31/95
26.0
6.9
85.1
27.0
6.8
85.4
40
27.2
2.7
5.4
68.0
8/1/95
25.5
6.6
80.6
27.5
6.4
81.1
45
26.8
2.4
5.3
66.3
813/95
25.0
7.1
85.9
27.0
6.7
84.1
45
26.3
1.9
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52.1
817/95
24.0
6.3
74.9
26.5
6.8
84.6
38
25.6
1.2
5.9
72.2
8095
25.0
6.4
77.5
27.0
6.6
82.9
39
23.5
1.2
6.0
70.6
8/9/95
24.0
6.8
80.8
25.5
6.5
79.4
44
22.7
1.2
6.5
75.4
8/14/95
26.0
6.7
82.6
27.0
6.6
82.9
44
26.6
1.8
58.6
8/15/95
26.0
6.4
78.9
26.0
6.5
80.1
45
27.7
1.8
52.1
8/17/95
27.0
7.0
87.9
27.0
7.0
87.9
37
27.0
2.3
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56.5
8/21/95
27.0
6.6
82.9
27.0
7.1
89.1
55
24.2
1.6
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1.9
8/22195
27.0
6.7
84.1
27.0
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84.1
46
25.3
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8/24/95
26.0
6.2
76.4
27.0
7.0
87.9
67
24.8
1.7
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60.3
8/29/95
26.5
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84.6
27.0
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85.4
38
23.2
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49.2
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25.5
6.4
78.2
26.0
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44
24.3
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1
03/01/96 16:07 ENUIRONMENTAL SERUICES DEPT 919 733 5519 HO. 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 armouncement for the position of monitoring technician, Please
circulate, The position will be posted March 6, 1996 acid will be advertised in the News &
Observer. Interested applicants can call me for more information and/or fax me a resume,
Phone: [phone]
Fax: [phone]
s

SAN 10 '96 11:29
r + +
ENvIRONII CmTAL PROTECTION AGENCY
REPORT ON OPERATION AND MAINTENANCE
OF WASTEWATER TREATMENT PLANT
A. 0P1ARAL
1. PLANT
OA
M
A.) NAME (b.) OWN910 / (t.) LOCA
1. TYPE OF PLANT S_ PROJECT NO. S AVG. Rfi100 FLOW (w.04
1. COLLECTION SYSTEM DATE ►RESENT PLANT/REGAN OPISRATIN
ComalWrFp sEPARATC BOTH ( 97D
►. IN THE SPACE PROVIDE& 111ELOW. FURNISH A SI LI f FLOW DIA01m 041 A Willli:ygm O
CI
FLOW SEQUENCE.
Pre JJesl- 'c r4ie vs
�jt9�xh
615 P02
S. ROufVAL& CATION
S. STATE PERMIT NO.
NCD 000 3S' 7 3
4 OF HE PLANT UNITS IN
CZVZ-INGr AJ47 IL
I X H AIscNh24C
$0. IDENTIFY RECEIVING WATERS
� l�C FC4lC �CI V, L_
I1. 10gNTIFY FbWRT)N$N'► STREAM STANDAR)
ES
W
12. G)VE TME EFFLUENT STANDARD$ AND:OR REOUIREMENTS FOR STAT; OPCOAT4919 FL�I
I. ANNUAL AvvG�DAILY FLOW RATE f
A. ANNUAL AVG SODSOFRAW $EWAIS
6. PRINCIPAL TYPES OF 1NDUSTRfAL
MUNICIPAL. SYSTEM
iQ. INFILTRATION PROaL.lM$
1. cumagmt PLANT La Mfi
2. PEAK FLOW RATE fm#* !' POP
nov WCAT"c" w=T WCATMfZR
uN/�Natd�f' u�,<y�/ouJ
ANNUAL. AVG
/S,U�SlPIEENDE
E OISCMARGiD To 17. ►O V4 N EQUIVALC
ATION Stir
73 F