NC0001899_permit issuance_20021230

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
December 30, 2002
Ms. Elin E. Gabriel, Plant Manager
Honeywell International, Incorporated
383 Pea Ridge Road
Moncure, North Carolina 27559
A/TritA
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL. RESOURCES
Subject: NPDES Permit Issuance
Honeywell International WWTP
NPDES Permit No. NC0001899
Chatham County
Dear Ms. Gabriel:
Attached to this letter is the final NPDES permit for Honeywell International, Incorporated,
NPDES Permit No. NC0001899. This permit is issued pursuant to the requirements of North
Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina
and the U.S. Environmental Protection Agency dated May 9, 1994.
Based on your letter dated December 4, 2002, the following changes (and clarifications) have been
made to the permit from the draft permit:
• Thank you for bringing up the minor errors (sampling types) in the draft permit. They have
now been corrected.
• The monitoring and sampling points have been clarified in the permit [refer to Condition
A.(6.)].
• Flexibility has been provided in the permit for the OCPSF analytical detection levels [refer to
Condition A.(7.)].
• After careful review of the previous permit, we cannot determine why hexachlorobenzene and
benzo(k)fluoranthene were Iimited as 0.300 and 0.440 lbs/day daily maximums, respectively.
Both the OCPSF value and the human health values were compared and reviewed again. The
limit listed in the draft permit and this final permit reflect the appropriate mass -based limit
using the OCPSF concentration and process flow. We regret the error in the previous permit.
• The daily maximum monitoring for polynuclear aromatic hydrocarbons (PAH's) was inserted
based on the North Carolina human health standard. Please note that because individual
parameters are limited via the OCPSF parameters, this limit has been changed to a monitoring
requirement. The values will be evaluated at the next permit renewal to determine if a limit
may be necessary.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 919 733-5083, extension 510 (fax) 919 733-0719
An Equal Opportunity Affirmative Action Employer [e-mail]

If any parts, measurement frequencies, or sampling requirements contained in this permit
are unacceptable to you, you have the right to an adjudicatory hearing upon written request
within thirty (30) days following receipt of this letter. This request must be in the form of a
written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
with the office of Administrative Hearings, Mail Service Center 6714, Raleigh, North Carolina
27699-6714. Unless such a demand is made, this permit shall be final and binding.
Please take notice that this permit is not transferable except after notice to the Division of
Water Quality. The Division of Water Quality may require modification or revocation and
reissuance of the permit.
This permit does not affect the legal requirements to obtain other permits which may be required
by the Division of Water Quality, the Division of Land Resources, the Coastal Area Management Act, or
any other federal or local governmental permit.
If you have any questions regarding the NPDES permit, please contact Susan Wilson at
(919) 733 - 5083, extension 510.
Sincerely,
Original Signed By
David A. Goodrich
Alan W. Klimek, P.E.
cc: Raleigh Regional Office/Water Quality Section
Central Files
NPDES Unit
Aquatic Toxicology Unit
EPA Region IV, Roosevelt Childress (Permit, Fact Sheet amendment)
W.L. Boyer, REM
Honeywell International,Inc.
338 Pea Ridge Road
Moncure, NC 27559

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Water Quality
Commission, and the Federal Water Pollution Control Act, as amended,
Honeywell International, Incorporated
is hereby authorized to discharge wastewater from a facility located at the
Honeywell International WWTP
East of Moncure off Pea Ridge Road
Chatham County
to receiving waters designated as the Haw River in the Cape Fear River Basin in accordance
with the discharge limitations, monitoring requirements, and other conditions set forth in
Parts I, II, III and IV hereof.
This permit shall become effective February 1, 2003.
This permit and the authorization to discharge shall expire at midnight on July 31, 2006.
Signed this day December 30, 2002.
Original Signed By
David A. Goodrich
Alan W. Klimek, P.E., Director
Division of Water Quality
By the Authority of the Environmental Management Commission
Permit NC0001899

SUPPLEMENT TO PERMIT COVER SHEET
Honeywell International, Incorporated is hereby authorized to:
1. Continue to discharge process and domestic effluent at a permitted flow not
to exceed 0.244 MGD (outfall 001), from a wastewater treatment facility
consisting of an aeration basin with floating aerators, clarifier, sludge
drying bed, 2 alum settling ponds and polishing pond (for water treatment -
decant to chlorination basin), chlorination/chlorine contact basin, and
effluent flow measurement, and
2. Continue to discharge stormwater, condensate, and firepond overflow
(outfall 002) from facilities located at the Honeywell International
Wastewater Treatment Facility, off Pea Ridge Road east of Moncure in
Chatham County, and,
3. Discharge wastewater from said treatment works via outfall 001 at the
location specified on the attached map into the Haw River and via outfall
002 into an unnamed tributary to Shaddox Creek, both of which are
classified WS-IV waters in the Cape Fear. River Basin.
NPDES No. NC0001899

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A. (1) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (001)
During the period beginning on the effective date of the permit and lasting until expiration, the
Permittee is authorized to discharge 0.244 MGD of industrial and domestic wastewater from outfall
001. Such discharges shall be limited and monitored by the Permittee as specified below:
Effluent
Characteristics
Flow ,/
Limits
Monitoring Requirements
Monthly Average
0.244 MGD
Weekly
Average
Daily Maximum
Measurement
Frequency
Continuous
Sample
Type
Recording
Sample Locationl
Influent or Effluent
BOD, 5 day (202C) /
10.4 pounds/day
16.7 pounds/day
Weekly
Composite
Effluent
Total Suspended Solids
5.0 pounds/day
10.6 pounds/day
Weekly
Composite
Effluent
Oil and Grease
20 pounds/day
30 pounds/day
Weekly
Grab
Effluent
Fecal Coliform
Monthly
Grab
Effluent
Temperature (°C)
Conductivity
Monthly
Monthly
Grab
Grab
Effluent
Upstream & Downstream
Effluent
Upstream & Downstream
Dissolved Oxygen
Monthly
Grab
Effluent
Upstream & Downstream
Chronic Toxicity2
Quarterly
Composite
Effluent
Total Nitrogen
(NO2 + NO3 +TKN)
Monthly
Composite
Effluent
Total Phosphorus
Monthly
Composite
Effluent
OCPSF3
Annually
Grab
Effluent
pH4
6-9
Continuous
Recording
Effluent
Total Residual Chlorine5
Monthly
Grab
Effluent
Footnotes:
1. Upstream: valve at Permittee's river water pump house. Downstream: nearest accessible point at
least 100 yards below the outfall and above the confluence of the Deep and Haw Rivers. Instream
monitoring is provisionally waived due to the permittee's participation in the Lower Cape
Fear River Basin Association. Instream monitoring shall be conducted as stated in this
permit should the permittee end its participation in the Association.
2. Chronic Toxicity (Ceriodaphnia) Chronic P/F at 0.94%: January, April, July, and October [see
Condition A. (3)].
3. Refer to Conditions A. (7) and A. (8) regarding OCPSF monitoring. Where any compound is
detected, quarterly monitoring is required for that compound until not detected in twelve
consecutive samples. Honeywell may use EPA test method 524.2 to monitor OCPSF parameters
(provided the method allows a detection level at or below the permitted limit).
4. The pH shall be monitored continuously at the effluent. In accordance with 40 CFR 401.17, the
total time during which the pH values are allowed to be less than 6.0 standard units or greater
than 9.0 standard units shall not exceed 7 hours and 26 minutes in any calendar month, and no
individual excursion outside the 6 to 9 range shall exceed 60 minutes.
5. Chlorine monitoring is required if chlorine is used as a disinfectant or elsewhere in the treatment
process.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
NPDES No. NC0001899

A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (002)
During the period beginning on the effective date of the permit and lasting until expiration, the
Permittee is authorized to discharge stormwater, steam condensate, and firepond overflow
wastewater from Outfall 002. Such discharges shall be limited and monitored by the Permittee as
specified below:
Effluent Characteristics
Limits
Monitoring onitoring Requirements
Monthly
Average
Weekly
Average
Daily
Maximum
Measurement
Frequency
Sample Type
Sample
Location
Flow
Weekly
Instantaneous
Effluent
Temperature (2C)1
Weekly
Grab
Effluent
Total Residual Chlorine2
Weekly
Grab
Effluent
Total Fluoride
Annually
Composite
Effluent
Total Zinc
Annually
Composite
Effluent
Acute Toxicity3
Annually
Grab
Effluent
pH4
6-9
Weekly
Grab
Effluent
Footnotes:
1. The temperature of the effluent shall be such as not to 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.
2. Chlorine monitoring is required only if chlorine is added in the wastewater contributors stated
above.
3. Acute Toxicity (Fathead Minnow) Annual Monitoring [see Condition A. (4)].
4. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
A. (3) CHRONIC TOXICITY PERMIT LIMIT (Quarterly)
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant
mortality to Ceriodaphnia dubia at an effluent concentration of 0.94 %.
The permit holder shall perform at a minimum, quarterlu monitoring using test procedures outlined in
the "North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998, or
subsequent versions or "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure"
(Revised -February 1998) or subsequent versions. The tests will be performed during the months of
January, April, July, and October. Effluent sampling for this testing shall be performed at the
NPDES permitted final effluent discharge below all treatment processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV
below the permit limit, then multiple -concentration testing shall be performed at a minimum, in
each of the two following months as described in "North Carolina Phase II Chronic Whole
Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions.
The chronic value for multiple concentration tests will be determined using the geometric mean of the
highest concentration having no detectable impairment of reproduction or survival and the lowest
concentration that does have a detectable impairment of reproduction or survival. The definition of
"detectable impairment," collection methods, exposure regimes, and further statistical methods are
specified in the "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -
February 1998) or subsequent versions.
NPDES No. NC0001899

A. (3) CHRONIC TOXICITY PERMIT LIMIT (Quarterly)
(continued)
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the months in which tests were performed, using the parameter
code TGP3B for the pass/fail results and THP3B for the Chronic Value. Additionally, DWQ Form AT-3
(original) is to be sent to the following address:
Attention: NC DENR / DWQ / Environmental Sciences Branch
1621 Mail .Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Branch no later
than 30 days after the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and all
concentration/response data, and be certified by laboratory supervisor and ORC or approved designate
signature. Total residual chlorine of the effluent toxicity sample must be measured and reported if
chlorine is employed for disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is
required, the permittee will complete the information located at the top of the aquatic toxicity (AT) test
form indicating the facility name, permit number, pipe number, county, and the month/year of the
report with the notation of "No Flow" in the comment area of the form. The report shall be submitted to
the Environmental Sciences Branch at the address cited above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required,
monitoring will be required during the following month.
Should any test data from this monitoring requirement or tests performed by the North Carolina
Division of Water Quality 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, minimum control organism reproduction, and appropriate environmental controls,
shall constitute an invalid test and will require immediate follow-up testing to be completed no later
than the last day of the month following the month of the initial monitoring.
A. (4) ACUTE TOXICITY MONITORING (ANNUAL)
The permittee shall conduct annual toxicity tests using protocols defined as definitive in E.P.A.
Document EPA/600/4-90/027 entitled "Methods for Measuring the Acute Toxicity of Effluents to
Freshwater and Marine Organisms." The monitoring shall be performed as a Fathead Minnow
(Pimeph.ales promelas) 24-hour static test. Effluent samples for self -monitoring purposes must be
obtained below all waste treatment. The permittee will conduct one test annually, with the annual
period beginning in January of the calendar year of the effective date of the permit. The annual test
requirement must be performed and reported by June 30. If no discharge occurs by June 30,
notification will be made to the Division by this date. Toxicity testing will be performed on the next
discharge event for the annual test requirement.
The parameter code for this test is TAE6C. All toxicity testing results required as part of this permit
condition will be entered on the Effluent Discharge Form (MR-1) for the month in which it was
performed, using the appropriate parameter code. Additionally, DWQ Form AT-1 (original) is to be sent
to the following address:
Attention: NC DENR / DWQ / Environmental Sciences Branch
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
NPDES No. NC0001899

A. (4) ACUTE TOXICITY MONITORING (ANNUAL)
(continued)
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 test data from either these monitoring requirements or tests performed by the North
Carolina Division of Water Quality 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 follow-up testing to be completed no later than the last day of the month following
the month of the initial monitoring.
A. (5) WASTEWATER TREATMENT PONDS
The wastewater treatment ponds at the facility shall maintain a freeboard height of 2 feet.
A. (6) SAMPLING POINTS
The permittee may perform sampling after the chlorine contact chamber, for all parameters except
those listed below:
> Toxicity sampling may be conducted near the end -of -pipe prior to discharge into the Haw River.
> In order to avoid interference with chlorine addition, sampling for chloroform may be collected
after the clarifier.
A. (7) ANALYTICAL DETECTION LEVELS
When an approved analytical protocol with the appropriate minimum detection level is followed and a
result of "non -detectable" or "below quantitation limit" is obtained, the permittee will be considered to
be in compliance with the numerical permit limit for that pollutant.
[This condition is inserted to acknowledge that the low equivalent concentration limits imposed by the
OCPSF guidelines, combined with the additional non-OCPSF process flows, will result in situations
where the detection limit of the EPA approved analytical protocols will not be sufficiently low enough to
verify that a particular pollutant is in compliance with the permit limits.]
NPDES No. NC0001899

A. (8) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (001/OCPSF)
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to
discharge OCPSF related process wastewater from outfall serial number 001.
Such discharges shall be limited and monitored by the Permittee as specified below:
Effluent Characteristic
Drily Maximum
pounds/day
Monthly Average
pounds/day
Measurement
Frequency
Sample
Type
Sample
Location`
Acenaphthene
0.004
0.001
Annually
Grab
Effluent
Acenaphthylene
0.004
0.001
Annually
Grab
Effluent
Acrylonitrile
0.015
0.006
Annually
Grab
Effluent
Anthracene
0.004
0.001
Annually
Grab
Effluent
Benzene
0.008
0.002
Annually
Grab
Effluent
Benzo(a)anthracenel
0.004
0.001
Annually
Grab
Effluent
3,4-Benzofluoranthene
0.004
0.001
Annually
Grab
Effluent
Benzo(k)fluoranthenel
0.004
0.001
Annually
Grab
Effluent
Benzo(a)pyrene'
0.004
0.001
Annually
Grab
Effluent
Bis (2-ethylhexyl) phthalate
Carbon Tetrachloride
Chlorobenzene
Chloroethane
Chloroform
2-Chlorophenol
Chrysener
Di-n-butyl phthalate
1,2-Dichlorobenzene
0.017
0.002
0.002
0.006
0.001
0.001
Annually
Grab
Annually Grab
Annually Grab
Effluent
Effluent
Effluent
0.016 0.006 Annually Grab Effluent
0.003 0.001 Annually Grab Effluent
0.006 0.002 Annually Grab Effluent
0.004 0.001 Annually Grab Effluent
0.003 0.002 Annually Grab Effluent
0.010 0.005 Annually Grab Effluent
1,3-Dichlorobenzene 0.003
1,4-Dichlorobenzene 0.002
1,1-Dichloroethane 0.004
1,2-Dichloroethane 0.013
0.002 Annually Grab Effluent
0.001 Annually Grab Effluent
0.001 Annually Grab Effluent
0.004 Annually Grab Effluent
1,1-Dichloroethylene 0.002 0.001 Annually Grab Effluent
12-trans-Dichloroethylene 0.003 0.001 Annually Grab Effluent
2,4-Dichlorophenol 0.007 0.002 Annually Grab Effluent
1,2-Dichloropropane 0.014 0.009 Annually Grab Effluent
1,3-Dichloropropylene 0.003 0.002 Annually Grab Effluent
Diethyl ahthalate 0.012 0.005 Annually Grab Effluent
2,4-Dimethylphenol 0.002 0.001 Annually Grab Effluent
Dimethyl phthalate 0.003 0.001 Annually Grab Effluent
4,6-Dinitro-o-cresol 0.017 0.005 Annually Grab Effluent
2,4-Dinitrophenol 0.007 0.004 Annually Grab Effluent
2,4-Dinitrotoluene
2,6-Dinitrotoluene
Ethylbenzene
Fluoranthene
Fluorene
Hexachlorobenzene
Hexachlorobutadiene
Hexachloroethane
0.017 0.007 Annually Grab Effluent
0.039 0.016 Annually Grab Effluent
0.007 0.002 Annually Grab Effluent
0.004 0.002 Annually Grab Effluent
0.004 0.001 Annually Grab Effluent
0.002 0.001 Annually Grab Effluent
0.003 0.001 Annually Grab Effluent
0.003 0.001 Annually Grab Effluent
Methyl Chloride 0.012 0.005 Annually Grab Effluent
Methylene Chloride 0.005 0.002 Annual Grab Effluent
Naphthalene 0.004 0.001 Annually Grab Effluent
Nitrobenzene 0.004 0.002 Annually Grab Effluent
2-Nitrophenol 0.004
4-Nitrophenol 0.008
Phenanthrene
Phenol
Pyrene
Tetrachloroethylene
Toluene
1,2,4-Trich lorobenzene
0.002 Annually Grab Effluent
0.004 Annually Grab Effluent
0.004 0.001 Annually Grab Effluent
0.002 0.001 Annually Grab Effluent
0.004 0.002 Annually Grab Effluent
0.003 0.001 Annually Grab .Effluent
0.005 0.002 Annually Grab Effluent
0.009 0.004 Annually Grab Effluent
1,1,1-Trichloroethane 0.003 0.001 Annually Grab Effluent
1,1,2-Trichloroethane 0.003 0.001 Annually Grab Effluent
Trichloroethylene 0.003 0.001 Annually Grab Effluent
Vinyl Chloride 0.016 0.006 Annually Grab Effluent
Total PAH' Annually Grab Effluent
PART = Polynuclear aromatic hydrocarbons; benzo(a)anthracene, benzo(a)pyrene, 3,4-benzofluoranthene,
benzo(k)fluoranthene, chrysene, dibenz(a,h)anthracene, indeno(1,2,3 - cd)pyrene
NPDES No. NC0001899

DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NC0001899, Honeywell International, Inc.
AMENDMENT
Facility Information
Applicant/Facility Name:
Honeywell International, Inc./ Honeywell WWTP
Applicant Address:
338 Pea Ridge Road, Moncure, NC 27559
Facility Address:
(same as above)
Permitted Flow
Outfall 001 - .244 MGD; 002 - Variable
Type of Waste:
96 % Industrial; 4% domestic (001); 100% non -process
industrial (002)
Facility/Permit Status:
Renewal
County:
Chatham
Miscellaneous
Receiving Stream:
Haw River (001)
UT Shaddox
Creek (002)
Regional Office:
RRO
Stream Classification:
WS-IV (001)
SI: 16-(42)
Quad
E22SE
,d
303(d) Listed?:
No
Permit Writer:
S. Wilson;,
Subbasin:
030607 (CPF)
Date:
October 1`6, 2002
l) c,
Drainage Area (mi2):
980
•
Summer 7Q10 (cfs)
Minimum
release (40 cfs)
30Q2 (cfs):
Average Flow (cfs):
1848
1WC (%):
0.94% (001)
Primary SIC Code:
2821
TP for outfall 001 was changed to composite (in error - it had been listed as grab)
Acute toxicity sampling for outfall 002 was changed from composite to grab (same as the
previous permit)
Monitoring points were clarified. Chloroform can be monitored prior to any chlorine
interference (this meets the spirit of the OCPSF limit - as this limit must be met from the
OCPSF flow).
PAH was inadvertently inserted as a limit. Monitoring is appropriate, as the specific
compounds are limited via OCPSF parameters. PAH will be evaluated upon the next renewal.
Sampling levels were explained. See Part A.7. This is appropriate, as the dilution from other
non-OCPSF sources is so great that achieving a detection level below the mass based limit
would be difficult to impossible.
Honeywell WWTP
NPDES Renewal
Page t

The Chatham News
DEC - 3 2002
f`t..N 'iz Fs' R �i:� 3 7/
ot
x
NORTH CAROLINA
CHATHAM COUNTY
AFFIDAVIT OF PUBLICATION
Before the undersigned, a Notary Public of said County and State, duly
commissioned, qualified, and authorized by law to administer oaths, person -
appeared
Florence Turner
, who being
first duly sworn, deposes and says: that he (she) is
Accounts Receivable Clerk
(Owner, partner, publisher, or other officer or employee
authorized to make this affidavit)
of The Chatham News Publishing Co., Inc., engaged in the publication of a
newspaper known as, The Chatham News, published, issued, and entered as
second class mail in the Town of Siler City, in said County and State; that
he (she) is authorized to make this affidavit and sworn statement; that the
notice or legal advertisement, a true copy of which is attached hereto, was
published in The Chatham News on the following dates:
and that the said newspaper in which such notice, paper, document, or
legal advertisement was published was, at the time of each and every such
publication, a newspaper meeting all of the requirements and qualifications
of Section 1-597 of the General Statutes of North Carolina and was a quali-
fied newspaper within the meaning of Section 1-597 of the General Statues
of North Carolina.
4�
This
day of
1..
(Signature of person making affidavit)
Sworn to and subscribed before me, this
day of
o.
Notary Public
6 C
PUBLIC N0 OE
STATE OP NOR # ri0,11 JA
ENVIRONMEN A
oMMtsS"`
• 161I AIL
NOTIFICATION 1 �' . SUS
A NPDES WASTE AT R P ANT
On On the basis of thorough staff review
and appplicatiori of NC General Statute
143.21, Public law 92 5O0: tend-athpr,
lawful standard and te�f 1 1is, the:
North Carolina vironm i anage-
ment Commission prppeees to issue a
National Pollutant Discharge Etiinina-
lion System (NPDES) wastewater dis-
charge permit to the 'person(s) .listed
below effective 45 days front the pub-
lish date of this notice.
NPDES Permit Number NC0001899,
Honeywell International h1 orpooratedi,
338 Pea Ridge Road, Morlcure, NC
27559 has applied for a -permit renewal
for a.facitity located in Chatham County
discharging treated industrial and sani-
tary wastewater into the Haw River
(001) and an unnamed tributary to
Shaddox Creek (002) in the Cape Fear
River Basin. Currently rio parameters
are water quality limited. This discharge
may affect future allocations In this por-
tion of the receiving strearn,
NPDES Permit Niimber'NC0026441,
Siler City WWTP, NCSR 1363/U.S.
Highway 64, Siler City, NC 27344 has
applied for a modification for a facility
located in Chatham County discharging
treated wastewater into Loves Creek in
the Cape Fear River Basin. Currently
BOD5, ammonia, Total Suspended
Residue, fecal coliform, Total Residual
Chlorine, ,ail & Grease„ Total Phosphe-
rous (summer). Totri Chromium, Flue
ride, MBAs=:and Tc i Mercu as
ter. qualiiyttlmited s isch
affect fuuture afind4fi ` ,in this;
the receivingg $trean
Written' cofi'rmt.ents �ardling ttir =
posed permit will be 2 cepfed unTi ,3o
days aff#ter the publish date 'of this; nd-
tire. All comments received prier to that
date are considered in the final deterrni-
nations regarding the pn:4)0S d'oermit:.
The Director of the NC Division of Wa-
ter Quality may decide to hold a public
meeting for the proposed permit should
the Division receive a significant degree
of public interest.
Copies of the draft permit and other
supporting information on file used to
determine conditions present in the
draft permit are available upon request
and payment of the costs of reproduc-
tion. Mail comments and/or requests for
information to the NC Division of Water
Quality at the above address or call Ms.
Valery Stephens at [phone],
extension 520. Please include the
NPDES permit number in any commu-
nication. Interested persons may also
visit the Division of Water Quality at 512
N. Salisbury Street, Raleigh, NC 27604-
1148 between the hours of 8:00 a.m.
and 5:00 p.m. to review information on
file. N7-1 tc
My r :nmmiccinn pxnirpc'

.) c srq s'
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY
elk i
� yw REGION 4
o " ATLANTA FEDERAL CENTER
o= 61 FORSYTH STREET
'Fp'( egad`- ATLANTA, GEORGIA 30303-8960
December 5, 2002
Ms. Susan A. Wilson
North Carolina Department of Environment
and Natural Resources
Division of Water Quality
NPDES Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
SUBJ: Honeywell International, Inc. WWTP - NPDES No. NC0001899
Dear Ms. Wilson:
In accordance with the EPA/NCDENR MOA, we have completed review of the permit
referenced above and have no objections to the draft permit conditions. We request that we be
afforded an additional review opportunity only if significant changes are made to the permit prior
to issuance, or if significant comments regarding the draft permit are received. Otherwise, please
send us one copy of the final permit when issued.
If you have any questions, please call me at [phone].
Sir1cerely,
Madolyn S. D y ' ) , Engineer
1 viiiln , Envilviu'12:,nta. En�iu�.�.r
Permits, Grants and Technical Assistance Branch
Water Management Division
ZOO/ 6 - 33 fl
Internet Address (URL) • http://www.epa.gov
Recycled/Recyclable • Printed with Vegetable OR Based Inks on Recycled Paper (Minimum 30% Posiconsumer)

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
MEMORANDUM
To:
From:
November 1, 2002
Michael L. Douglas
NC DENR / DEH / Regional Engineer
Raleigh Regional Office
Susan Wilson
NPDES Unit
Subject: Review of Draft NPDES Permit NC0001899
Honeywell International WWTP
Chatham County
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Please indicate below your agency's position or viewpoint on the draft permit and return this form by
November 29, 2002. If you have any questions on the draft permit, please contact me at the telephone
number or e-mail address listed at the bottom of this page.
'w'V' AN/VV'N'Av�inVw//WINIµiv/ew/vVIVV nV NVAAInNVAN/Vv�v�iIWANNVIVVA NVAIVIV/vVIWANnAN/w^"'Ai
RESPONSE: (Check one)
Concur with the issuance of this permit provided the facility is operated and maintained properly, the stated
effluent limits are met prior to discharge, and the discharge does not contravene the designated water quality
standards.
Concurs with issuance of the above permit, provided the following conditions are met:
Opposes the issuance of the above permit, based on reasons stated below, or attached:
Signed it4te--11
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 919 733-5083, extension 510 (fax) 919 733-0719
VISIT US ON THE INTERNET @ http://h2o.enr.state.nc.us/NPDES
Susan.A.Wilson@ ncmail.net

Honeywell Int'1. Inc. NC0001899
Subject: Honeywell Int'l. Inc. NC0001899
Date: Thu, 05 Dec 2002 10:52:08 -0500
From: [e-mail]
To: [e-mail]
Susan,
I am sending you a no comment letter on the Honeywell International,
Inc. (NC0001899) permit.
I only had one (minor) comment regarding the draft permit package. I
noticed that the application is not our Standard Form 2C for industrial
facilities. The regulations allow the states to have at least an
equivalent application and I know the NCDENR is preparing its own
equivalent NPDES permit application(s). Also, the date of this
application is 1/29/01, prior to the 8/01 agreement with EPA regarding
permit application equivalency. It appears that the application by
Honeywell is complete with appropriate testing results, etc. So, the
application is not an issue with this permit. However, all applications
received since the 8/01 agreement should be in accordance with federal
application requirements.
Thanks, and please call me if you have any questions or concerns.
Madolyn Dominy
[phone]
1 of 1 12/9/02 9:41 AM

Honeywell
Performance Polymers
Honeywell
P.O. Box 166
338 Pea Ridge Road
Moncure, NC 27559
919 542-2200
919 542-1258 Fax
DEC - 9 2002
December 4, 2002
Ms. Susan Wilson
NPDES Group
Division of Water Quality
NC Department of Environment and
Natural Resources
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Subject: Comments on draft NPDES Permit NC0001899
Honeywell International Inc.
Dear Ms. Wilson:
Honeywell International Inc. is submitting the following comments on the draft NPDES
permit that it received for its facility in Moncure, North Carolina (NC0001899). Overall
Honeywell agrees with the limits, monitoring and conditions proposed during this
renewal cycle. The following comments and questions are submitted for your
consideration and response.
Outfall 001
1. The monitoring point for composite most grab samples is the discharge from the
chlorine contact chamber. The exceptions are the chronic toxicity sample, which
is collected near the end of the pipe at the Haw River, and the OCPSF chloroform
sample, which is a grab sample collected from the clarifier overflow. Should these
sample points be identified in the permit?
2. Reference is made to the OCPSF compound list. Reduced monthly averages are
proposed for hexachlorobenzene and benzo(k)fluoranthene. What was the reason
for these changes?
There is a new Daily Maximum limit for Total PAH. Total PAH isn't identified for
sampling and analysis in the list of effluent characteristics under 40 CFR
§414.91. What is the regulatory reference or basis for this characteristic and how
was the limitation determined?
3. Total phosphorus sampling method has been changed from a composite sample
to a grab sample. Was this an intended change?
4. Honeywell requests that the wording in the present permit (Part III, item I. be
included in the new NPDES permit. This item pertains to analytical results
reported as "non -detectable" or "below quantitation limit".
?t T 14
rr

December 4, 2002
Ms. Susan Wilson
Page 2 of 2
Outfall 002
1. The sample method for the annual acute toxicity test has changed from grab to
composite. There appears to be no change in the type of test required or the
organism used. Was the change from grab to a composite sample intended?
Honeywell appreciates the opportunity to comment on the draft NPDES permit for the
Moncure facility. Please call me if you have any questions at [phone].
Sincerely,
%), 67"-
W. L. Boyer, REM
Leader Environmental & Industrial Hygiene
cc: E. E. Gabriel
S. D. Shelton
R. J. Smith

Draft permit reviews
Subject: Draft permit reviews
Date: Wed, 13 Nov 2002 09:57:54 -0500
From: John Giorgino <[e-mail]>
To: Susan A Wilson <[e-mail]>
Hi Susan,
I am back in the tox group (Kristie's old job) and get to review permits
(yeah). I just looked at CP&L Sutton WWTP (0001422) and Honeywell
International WWTP (0001899) that you sent to our unit. At this time, I
do not have any comments regarding the draft.
Best Regards,
-John
John Giorgino
Aquatic Toxicology Unit
Office: 919 733-2136
Fax: [phone]
1 of 1 1 '1/14/02 10:41 AN

RE: NPDES permit renewal
Subject: RE: NPDES permit renewal
Date: Fri, 25 Oct 2002 05:21:29 -0700
From: "Boyer, Bill (Polymers)" <[e-mail]>
To: "'Susan A Wilson'" <[e-mail]>
Good morning Susan,
I did have to go back to the 1/29/01 letter to refresh my memory of our requested chan,
renewal.
In response to your questions:
1) Ms. Elin E. Gabriel is the present Moncure Plant Manager.
2) Honeywell rescinds the request to run Method 524.2
Honeywell changed contract analytical labs in April 2002 and now uses TriTest Labs. Tr.
discussed permit limits and PQLs with TriTest and were told that the lab routinely run;
volatiles
The practical quantification level (PQL) for Method 8260B is 1 ug/L. Considering Honeys
parameter came back at 1 ug/L the calculated discharge using the facility's typical di:
mass that is below both the Daily Max. and the Monthly Average limitations. One except.
(clarifier overflow) using Method 8260B is 5.0 ug/L. Assuming a 5.0 ug/L result the ca.
discharge rate would be above the Limit Daily Maximum.
TriTest runs EPA Method 625 for SVOCs (PQL for most compounds at 10 ug/L; 50 ug/L for
reports a 10 ug/L value for any of the SVOC parameters the calculated mass at normal d.
Limit Daily Max.
When going out for quotes earlier this year we found very few labs certified to run EP.
this in your review of the above comments.
Regards,
Bill Boyer
Honeywell
Performance Fibers
Bill Boyer
Leader, Environmental
338 Pea Ridge Road
Moncure, NC 27559
Phone [phone]
Fax [phone]
[e-mail]
Original Message
From: Susan A Wilson [mailto:[e-mail]]
Sent: Tuesday, October 22, 2002 8:13 PM
To: [e-mail]
Subject: NPDES permit renewal
Bill,
I am finally getting Honeywell's NPDES permit (NC0001899) out to public
notice (hopefully this week). Could you tell me the current Plant
Manager (or who should receive the draft permit)? I'd prefer to send it
to the plant manager and copy you, if you'd like (since the Plant
Manager signed the permit).
1 of 2 11/14/02 9:47 AM

RE: NPDES permit renewal
Also - I'm trying to eliminate a few things in your permit - but be
aware that they may not come to pass due to EPA's scrutiny. I'm unsure
of how they will react. No limit changes (as far as OCPSF regulated
parameters) are proposed. But, as I said, I am trying to reduce or
eliminate several parameters based on review of your data - but EPA may
have an influence over that.
Most of your requests (if you remember them from the 1/29/01 letter) we
should have no problem with. Regarding the 524.2 method - we don't have
a problem continuing that as long as that method provides data that is
at or below the required limit in the permit.
Unfortunately, after this is out to notice, I will be out of the office
for 2 weeks. If you have general or specific questions - you may want
to speak with Dave Goodrich (and he can transfer you to someone who
could help you if he needs to - he's at 733-5083, ext. 510).
Thanks. I apologize for the delay of reissuance of your permit.
Susan Wilson
2 of 2 11/14/02 9:47 AM

DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NC0001899, Honeywell International, Inc.
Facility Information
Applicant/Facility Name:
Honeywell International, Inc./ Honeywell WWTP
Applicant Address:
338 Pea Ridge Road, Moncure, NC 27559
Facility Address:
(same as above)
Permitted Flow
Outfall 001 - .244 MGD; 002 - Variable
Type of Waste:
96 % Industrial; 4% domestic (001); 100% non -process
industrial (002)
Facility/Permit Status:
Renewal
County:
Chatham
Miscellaneous
Receiving Stream:
Haw River (001)
UT Shaddox
Creek (002)
Regional Office:
RRO
Stream Classification:
WS-IV (001)
SI: 16-(42)
Quad
E22SE
S. Wilson.'(/IAP
303(d) Listed?:
No
Permit Writer:
Subbasin:
030607 (CPF)
Date:
October 10, 2002
Drainage Area (mi2):
980
0
Summer 7Q 10 (cfs)
Minimum
release (40 cfs)
30Q2 (cfs):
Average Flow (cfs):
1848
IWC (%):
0.94% (001)
Primary SIC Code:
2821
SUMMARY
Honeywell Manufactures polyester/ synthetic fibers to be used in automobile seatbelts.
Outfall 001 consists of process wastewater along with sanitary wastewater. Process wastewater
is generated from non -process cooling tower blowdown, steam condensate, regenerated water
from water softeners, demineralizer blowdown, water rinse from polyester parts cleaning
operations, stormwater from raw material handling areas, finish oil pretreatment (ultrafiltration
permeate), beam cleaning and floor drains. Sanitary wastewater is estimated as 10,000 gpd.
Honeywell has worked diligently to recycle much of the process wastewater (and other
associated wastewater). The facility.also reclaims oil from the process (finish oil pretreatment).
Outfall 002 consists of stormwater, steam condensate, air dryer condensate, and fire pond
overflow water.
The facility falls under the OCPSF guidelines for Other Fibers (40 CFR 414 Subpart C) and
direct discharge. end -of -pipe biological treatment. Honeywell has no guideline -defined metal
bearing waste streams.
This portion of the Haw River is below the dam at Lake Jordan and prior to the confluence with
the Cape Fear River. There are some concerns regarding algal growth (and consequently some
dissolved oxygen issues) in this portion of the Cape Fear Basin - further down from this
discharge. No changes to the permitted limits for BOD5 and nutrients are planned with this
renewal (this area is still under study).
* This facility was formerly known as Allied Signal Fibers.
Honeywell WWTP
NPDES Renewal
Page 1

TOXICITY TESTING:
For Outfall 001:
Current Requirement: 48 Hr (Cerio) LC50 Acute Limit: 90%
Recommended Requirement: Chronic P/F @ 0.94 % - based on flow of 0.244 MGD
(This is per current policy regarding toxicity testing)
For Outfall 002:
Current Requirement: 24 Hr (Fathead minnow) Acute Monitoring, episodic
Recommended Requirement: Same
The facility has had 2 toxicity failures in the past 3 years on Outfall 001 (chlorine is the
suspected cause) and no failures on Outfall 002. Refer to toxicity testing results printout.
COMPLIANCE SUMMARY: BASED ON THE PREVIOUS 2 YEARS
There are no outstanding and/or chronic compliance problems related to the NPDES permit.
INSTREAM MONITORING:
Honeywell is a member of the Upper Cape Fear Monitoring Coalition, so the instream
monitoring requirement in the permit is waived - this will be specified in the permit.
PROPOSED CHANGES:
A comparison of current permitted values, actual reported values (including the permit
application), and newly calculated values were performed and are listed below.
• Effluent limits for Outfall 001 - based on the flow data from the past 3 years, process flow
has increased slightly from the previous permit. However, no increase in permit limits are
proposed with this permit. Trace metals were present in the permittee's priority pollutant
analysis submitted with the application - however, those values are below NC's chronic
standards, so no monitoring will be required.
OCPSF parameters - Honeywell monitors for the OCPSF (long list) quarterly. Honeywell
has requested a reduction in the monitoring frequency for OCPSF parameters to annually.
The annual test has shown "no detect" for all parameters since the last renewal period (with
one exception). Based on this information OCPSF parameters will be limited and monitoring
will be required annually; should an OCPSF parameter be detected, the facility will be
required to monitor quarterly.
Fecal coliform - The dilution ratio for the .01 MGD sanitary flow is approximately 2500:1
based on a flow of 40 cfs in the Cape Fear River. The NPDES Unit is unsure why this
facility was limited for fecal coliform. The current policy states that if the dilution ratio for
sanitary wasteflow is greater than 331:1, no fecal limit will be given. Currently, Honeywell
is chlorinating the entire wasteflow (process and domestic) to comply with the fecal
coliform limit. The NPDES Unit proposes removal of this limit with this renewal. However,
monitoring on a monthly basis will be retained and evaluated upon the next permit
renewal.
• Effluent limits for Outfall 002 - Reasonable potential analyses were conducted on zinc and
fluoride for Outfall 002. Due to the limited number of data points, data was taken from
1/99 to present. Both fluoride and zinc showed no reasonable potential to exceed the
standard (or action level standard for zinc). The NPDES Unit recommends that the fluoride
limit be removed and monitoring for both fluoride and zinc be reduced to annually. Other
trace metals were detected in the effluent with the priority pollutant analyses, but these
values were below NC's chronic standards, so no monitoring will be required.
Honeywell WWTP
NPDES Renewal
Page 2

Outfall 001, CURRENT PERMIT (and actual values):
Parameter
Current
Permit
Appx. Actual Values
Cal. Yr. 2000
Daily Max.
Monthly
Avg.
Daily Max.
Avg.
Flow (MGD)
.244
0.176
0.09
BOD5 (lbs/day)
10.4
16.7
3.7
0.154
TSS (lbs/day)
5
10.6
9.4
4.0
Oil & Grease
(ibs/day)
20
30
22
10
Fecal coliform
(#/100 ml)
400
200
17
2.3
Total residual
chlorine (ug/1)
0.5
Dissolved
oxygen (mg/1)
10
Temperature
(C)
18
TN (#/day)
8.5
TP (#/day)
0.5
Conductivity
OCPSF
Parameters
• Calculated values are based on average OCPSF flow (and appropriate effluent guidelines),
and an allowance for BOD5 and TSS from actual sampling values (based on sampling
information submitted with the previous permit renewal).
• Actual values are approximated based on RIMS report data pull only - to be used only for
estimation of treatment levels (not to be used for limit development).
Outfall 001, PROPOSED Permit:
Proposed
Permit
Parameter
Daily. Max.
Monthly
Avg.
Flow (MGD)
.244
No changes in
limits or
monitoring
frequencies
BOD5 (lbs/day)
10.4
16.7
TSS (lbs/day)
5
10.6
Oil & Grease
(lbs/day)
20
30
Fecal coliform
(#/100 ml)
(Limit eliminated — monthly monitoring
required)
Total residual
chlorine (ug/I)
Monitoring
only required
if chlorine is
used
Dissolved
oxygen (mg/I)
No changes
proposed for
these
parameters
Temperature
(C)
TN (#/day)
TP (#/day)
Conductivity
• All limited values above are effluent limited.
Honeywell WWTP
NPDES Renewal
Page 3

Outfall 002, CURRENT and PROPOSED PERMIT:
Parameter
Current
Permit
Average Actual values
Proposed Permit
Daily Max.
Monthly
Avg.
Daily Max.
Monthly
Avg.
Daily Max.
Monthly
Ate.
Flow, MGD
0.091
No changes proposed
with these
parameters
Temperature, C
7 - 25
Total residual
chlorine (ug/1)
----
----
Fluoride (mg/1)
1.8 mg/1
192 ug/I
No Limit
(reduce monitoring
to annually)
Zinc (lbs/day)
(ug/1)
0.036
#/day
35 ug/1
Reduce monitoring
to annually
PROPOSED SCHEDULE FOR PERMIT ISSUANCE:
Draft Permit to Public Notice: 11/6/02
Permit Scheduled to Issue: 12/20/02
STA1'1, CONTACT:
If you have any questions on any of the above information or on the attached permit, please
contact Susan Wilson at [phone] ext. 510.
REGIONAL OFFICE COMMENT:
2/22/2001 - The Raleigh regional office staff report stated that the facility was well operated
and maintained. The region concurred with Honeywell's request to reduce OCPSF chemical
monitoring to annually. The region also requested that the permit contain a condition that the
wastewater ponds maintain a 2 foot freeboard (this will be placed as a condition).
The draft permit will be sent to the region for comment.
NAME: DATE:
Honeywell WWTP
NPDES Renewal
Page 4

NOTES FOR APPLICATION OF GUIDELINES:
414 SUBPART C, OTHER FIBERS SUBCATEGORY
(STARTING AT 414.30)
Honeywell makes polyester fibers to be used in automobile seatbelts.
414.31
Parameter
Daily max,
mg/1
Monthly avg.,
mg/1
BOD5
48
18
TSS
115
36
pH
6-9 (SU)
OCPSF flow is based on 3 years average total flow and % of flow attributable to OCPSF.
Calculated daily maximum and monthly average loading based on Q avg = 0.091 MGD (since 1999)
and % of OCPSF flow = 0.0073 MGD.
SANITARY/DOMESTIC FLOW
Sanitary flow is estimated at .01 MGD.
Parameter
Daily max,
mg/1
Monthly avg.,
mg/1
BOD5
45
30
TSS
45
30
The previous permit was based on a process flow of 0.006 MGD. The average process flow
based on 3 years of most recent data is estimated as 0.0073 MGD.
An allowance was given in the previous permit for the process flow, sanitary flow, and non -
process flow after the permittee provided data indicating the presence of BOD5 and TSS (for
non -process flow). The NPDES Unit proposes that the limits be held the same, although the
process flow has increased during this permit cycle (although slightly). NO CHANGE in
limits (including OCPSF limits) is proposed with this renewal.
414 SUBPART I, DIRECT DISCHARGE POINT SOURCES THAT USE END -OF -PIPE BIOLOGICAL
TREATMENT
(STARTING AT 414.90)
Honeywell WWTP
NPDES Renewal
Page 5

Facility Name
NPDES #
Qw (MGD)
7Q 10s (cfs)
!WC (%)
?ec'ving Stream
Stream Class
Honeywell
NC0001899 - 002
0.244
40
0.94
Cape Fear River
WS-IV
Parameter =
Standard =
n
Fluoride
1800 ug/I
BDL=1/2DL Actual Data RESULTS
1
2
320
320 Std Dev.
92.66802381
200 200 Mean
192.1428571
260 260 C.V.
100 <200
FINAL RESULTS
Fluoride
Max. Pred Cw
Allowable Cw
Max. Value
836
192175.5
380
ug/I
ug/I
ug/I
Zinc (Action Level)
Max. Pred Cw
85.68145484
Allowable Cw
Max. Value
5338.2
34.97202238
ug/I
ug/I
ug/I
6
8
9
10
11
12
13
14
100 <200
0.482287113
100 <200 Mult Factor
200
100
240
100
280
380
160
150
200 Max. Value
<200 Max. Pred
240 Allowable C
<200 I
280
380
160
150
2.2
380
836
192175.46
ug/I
ug/I
ug/I
Honeywell NC0001899 1

L
Parameter = Zinc (Action Level)
Standard =
50
pg/I
n
1
BDL=1/2DL
2
3
27
10
35
4
10
5
6
19
10
7
21
8
5
9
22
Actual Data RESULTS
27.49 Std Dev.
9.99 Mean
34.97 C.V.
9.82
19.24
9.75 Mult Factor =
21.41 Max. Value
5.00 Max. Pred Cw
22.17 Allowable Cw
20.77
18.61
9.99
10
21
11
12
19
10
9.00413
17
0.54091
35
85.6815
5338.21
*These values have been
13
21
14
3
20.77 converted from #/day to ug/I
3.07 using flow for the day zinc wa
Zinc (#/day) Flow Zinc (ug/I)
0.036 0.157 27.49
0.01 0.12 9.99
0.024 34.97
0.171
0.007
0.014
0.03
0.187
9.82
19.24
0.01
0.123
0.01
0.056
<.008
0.096
0.022
0.119
0.022
0.127
0.009
0.058
0.002
0.024
0.022
0.127
<.01
0.195
9.75
21.41
5.001
22.17
20.77
18.61
9.991
20.77'
3.07
reported.
Honeywell NC0001899
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Whole Effluent Toxicity Testing Self -Monitoring Summary September 18, 2C
FACILITY REQUIREMENT YEAR JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
High Point Eastside WWTP Perm chr lim: 90%; if ®26MGD&reloc Deep R. chr lim 85% 1 1998 Fail NR/Pass - Pass -- - Late Pass -- Pass -
NC0024210/001 Begin:5/15/2002 Frequency: Q Jan Apr Jul Oct + NonComp: Single 1999 Pass - -- Pass -- - Pass •-- -_ Pass
County: Guilford Region: WSRO Subbasin: CPF08 2000 NR/Late Pass Pass Late Pass - NR/Fail >100 >100 Pass
PF: 16.0 Special 2001 Fall >100 >100 Pass - Pass Pass
7Q10: 1.0 IWC(%):96 Order: 2002 Pass - - Pass - Pass -- -- -
High Point Westside W WTP Perm chr lim: 90%
NC0024228/001 Begin:3/10/2000 Frequency: Q Jan Apr Jul Oct
County: Davidson Region: WSRO Subbasin: YAD07
PF: 6.2 Special
7Q10: 0.67 IWC(%)93.47 Order:
+ NonComp: Single
9 1998 Pass - Pass - - Pass - Fail,Pass
1999 Pass -- - Pass -- - Pass -- -- Pass
2000 NR/late Pass - Late Pass - Fail >100 >100 Pass
2001 Fail >100 >100 Pass -- - Pass -- --- Pass
2002 Pass -- - Pass - Pass
Highlands Camp & Conf Center Perm chr lim: 90% (Grab) 1998 - Pass - Pass - Fail Pass -- Pass
NC0061123/001 Begin:10/1/1997 Frequency: Q P/F + Feb May Aug Nov + NonComp: Single 1999 - Pass - -- Pass - Fail Fail Fail Pass
County: Macon Region: ARO Subbasin: SAVOI 2000 - Pass - -- Pass - --- Fail Bt <45 Pass
PF: 0.006 Special 2001 - Pass -- Fail Late NR/Pass Fail >100 >100 Pass
7Q10: 0.0 IWC(%):100 Order: 2002 - Pass - -- Pass - .--
Hillsborough WWTP Perm chr lim: 90% 1998 - Fail Pass Fait Pass Pass
NC0026433/001 Begin:6/1/1998 Frequency: Q Feb May Aug Nov + NonComp: Single 1999 - Pass Pass Pass -- --- Pass
County: Orange Region: RRO Subbasin: NEU01 2000 >100 Pass _ - -- Fall 61.2 >100 Pass
PF: 3.0 Special 2001 - Pass - Pass Pass
7Q10: 0.18 IWC(%):96 Order: 2002 - Fail >100 >100 Pass -- Pass
Pass
Pass
Fail
Pass
Pass
>100
HNA Holdings, Inc. Perm chr lim: 5.8% 1998 - Pass - Pass Pass Pass
NC0004952/001 Begim5/1/1999 Frequency: Q P/F + Mar Jun Sep Dec + NonComp: Single 1999 - -_ Pass - Pass --- --• Pass Fail.Pass
County: Cleveland Region: MRO Subbasin: BRD05 2000 - --- Pass -- Pass --- --- Pass Fail
PF: 0.8 Special 2001 pass -.. Pass Pass --- --- Pass -• Pass
7Q10: 20.0 IWC(%):5.8 Order: 2002 - Pass - Pass
Hoechst Celanese Celanese Corp -Dreyfus Perm chr lim: 4.9%
NC0084301/001 Begin:11/1/2001 Frequency: Q Feb May Aug Nov
County: Mecklenburg Region: MRO Subbasin: CTB34
PF: 0.1152 Special
7Q10: 3.5 IWC(%):4.9 Order:
+ NonComp:Single
1998 - Pass
1999 - Pass
2000 - Pass
2001 Late BLPass
2002 - H
Pass --- Pass --- --
Pass
Pass --- --- Pass
... -.- Pass
Pass •-- --- Pass --- Fail
Pass --- --- Fail 7 15.8 Pass
H H
35.4
Hoechst Celanese/Needmre Rd Perm chr lim: 0.42%
NC0079898/001 Begin:1/1/2000 Frequency: Q Jan Apr Jul Oct
County: Rowan Region: MRO Subbasin: YADO6
PF: 0.288 Special
7Q10: 106 IWC(%):0.42 Order:
+ NonComp:SINGLE
1998 >100
1999 >100
2000 NR/>100
2001 NR/Pa85
2002 Pass
- >100
>100
NR- /Pass NR
Pass
- Pass
- >100
-•• - Late 35.4,>100
NR/Pass
PaSO
H
Late
>100
>100
Pass
Late
Holly Ridge WW1? Perm chr lim: 90% (Grab) 1998 Pass - Pass -- -- Pass -- -- Fail Fail
NC0025895/001 Begin:9/1/1996 Frequency: Q P/F + Mar Jun Sep Dec NonComp: Single 1999 - Fail Fail Bt Late Pass,Pass -- Fail Pass
County: Onslow Region: WIRO Subbasin: CPF24 2000 - -- Pass -- -- Fail >100 Pass
PF: 0.1 Special 2001 - -_ Pass -- Pass Pass --
7Q10: 0.0 IWC(%):100 Order: 2002 NR/>100 >100 Fail 60 84.9 Fail >100
Fail
Pass
Pass
Pass
NR/Fail
Holly Springs WWTP Perm chr lim: 90%, 1998 - NR/Pass•
NC0063096/001 Begin:6/1/2002 Frequency: Q Feb May Aug Nov + NonComp:Single 1999 - Pass
County: Wake Region: RRO Subbasin: CPF07 2000 - Pass
PF: 1.5 Special 2001 - Pass
7Q10: 0.11 IWC(%):95 Orden 2002 - Pas5
- Pass - Fail
- - Pass -- - Pass
- Fail 74.8 >100,>100 Pass
- Pass -- - Pass
- Pass - -
Pass
Pass
Pass
Pass
Pass
Honeywell International, Inc. Perm 48hr LC50 ac lim: 90% (Cerio or Daphnia) 1998 >100 -- - >100 - 62.58,>100 >100 >100
NC0001899/001 Begiml2/1/1996 Frequency:Q + Jan Apr Jul Oct + NonComp:Single 1999 38.4 -.100 - >100 - - >100 - ___ »00
County: Chatham Region: RRO Subbasin: CPF07 2000 >100 -- - >100,>100 - - >100 >100 -
PF: 0.244 Special 2001 <12.5 12.5 >100. >100 - - >100 - >100
- >100 -
7Q10: 40 IWC(%):0.94 order: 2002 >100 -- - >100 -- - >100 -
1 Pre 1998 Data Available
LEGEND:
PERM = Permit Requirement LET = Administrative Letter - Target Frequency = Monitoring frequency: Q- Quarterly; M- Monthly; BM- Bimonthly; SA- Semiannually; A- Annually; OWD- Only when discharging; D- Discontinued monitoring requirement
Begin = First month required 7Q10 = Receiving stream low flow criterion (cfs) += quarterly monitoring increases to monthly upon failure or NE Months that testing must occur - ex. Jan, Apr. Jul, Oct NonComp = Current Compliance Requirement
PF = Permitted flow (MGD) IWC%= Instream waste concentration P/F = Pass/Fail test AC = Acute CHR = Chronic
Data Notation: f - Fathead Minnow; > - Ceriodaphnia sp.; my - Mysid shrimp; ChV - Chronic value; P - Mortality of stated percentage at highest concentration; at - Performed by DWQ Aquatic Tox Unit; bt - Bad test
Reporting Notation: --- = Data not required; NR - Not reported Facility Activity Status: I - Inactive, N - Newly Issued(To construct); H - Active but not discharging; f-More data available for month in question; • = ORC signature needed
27

Re: Jordan Lake Dam min. release info
Subject: Re: Jordan Lake Dam min. release info
Date: Wed, 16 May 2001 09:46:59 -0400
From: Jim Mead <[e-mail]>
To: Susan Wilson <[e-mail]>
Susan,
I think you're correct about 40 cfs being the intantaneous minimum -
irrespective of the Lillington target. Curtis Weaver, USGS, has drafted a
low flow profile report for the Cape Fear and included the Jordan minimum
release as 40 cfs.
Susan Wilson wrote:
> Jim - could you tell me what minimum release is required for Jordan Lake
> Dam? or refer me to someone? Thanks. Last info I have indicates 40
> cfs.
1 of 1 5/16/01 11:04 AM

NC DENR - DIVISON OF WATER QUALITY 2B . 0300
.0311 CAPE FEAR RIVER BASIN
Classification
Name of Stream Description Class Date Index No.
Weaver Creek From a point 0.5 mile
upstream of mouth to New
Hope River Arm of B.
Everett Jordan Lake
HAW RIVER From dam at B. Everett
Jordan Lake to Cape Fear
River (junction with Deep
River)
Shaddox Creek From source to Haw River WS-IV
DEEP RIVER (including From source in backwaters
High Point Lake at of High Point Lake to dam
normal pool at High Point Lake (City of
elevation) High Point water supply
intake)
WS-IV NSW CA 08/03/92
East Fork Deep River
East Fork Deep River
Long Branch
Long Branch
West Fork Deep River
From source to a point 0.4
mile downstream of Guilford
County SR 1541
From a point 0.4 mile
downstream of Guilford
County SR 1541 to High
Point Lake, Deep River
From source to a point 0.5
mile downstream of Guilford
County SR 1541
From a point 0.5 mile
downstream of Guilford
County SR 1541 to East Fork
Deep River
From source to a point 0.3
mile downstream of Guilford
County SR 1850
West Fork Deep River From a point 0.3 mile
(Oak Hollow downstream of Guilford
Reservoir) County SR 1850 to dam at
Oak Hollow Reservoir
Hiatt Branch
Hiatt Branch
West Fork Deep River
Boulding Branch
From source to a point 0.6
mile upstream of mouth
From a point 0.6 mile
upstream of mouth to Oak
Hollow Reservoir, West Fbrk
Deep River
From dam at Oak Hollow
Reservoir to Boulding Branch
From source to West Fork
Deep River
18
WS--IV
WS-IV CA *
WS-IV *
WS-IV CA *
WS-IV *
WS-IV CA *
WS-IV *
WS-IV CA *
WS-IV *
WS-IV CA *
WS-IV *
ws-IV *
08/03/92
08/03/92
04/01/99
16-41-12-(2)
16-(42)
16-43
17-(1)
04/01/99 17-2-(0.3)
04/01/99 17-2-(0.7)
04/01/99 17-2-1-(1)
04/01/99 17-2-1-(2)
04/01/99 17-3-(0.3)
04/01/99 17-3-(0.7)
04/01/99 17-3-1-(1)
04/01/99 17-3-1-(2)
04/01/99 17-3-(1.5)
04/01/99 17-3-2

Honeywell International 150050 - Flow, in conduit or th
NC0001899 001
Month Day Year Comment UoM Value Modifie
1 1 1999 mgd .071
1 2 1999 mgd .071
1 3 1999 mgd .065
1 4 1999 mgd .093
1 5 1999 mgd .075
1 6 1999 mgd .101
1 7 1999 mgd .103
1 8 1999 mgd .119
1 9 1999 mgd .105
1 10 1999 mgd .104
1 11 1999 mgd .09
1 12 1999 mgd .088
1 13 1999 mgd .111
1 14 1999 mgd .107
1 15 1999 mgd .105
1 16 1999 mgd .103
1 17 1999 mgd .099
1 18 1999 mgd .111
1 19 1999 mgd .107
1 20 1999 mgd .103
1 21 1999 mgd .075
1 22 1999 mgd .089
1 23 1999 mgd .092
1 24 1999 mgd .102
1 25 1999 mgd .099
1 26 1999 mgd .08
1 27 1999 mgd .097
1 28 1999 mgd .087
1 29 1999 mgd .103
1 30 1999 mgd .087
1 31 1999 mgd .067
2 1 1999 mgd .083
2 2 1999 mgd .084
2 3 1999 mgd .092
2 4 1999 mgd .091
2 5 1999 mgd .083
2 6 1999 mgd .061
2 7 1999 mgd .087
2 8 1999 mgd .093
2 9 1999 mgd .071
2 10 1999 mgd .073
2 11 1999 mgd .109
2 12 1999 mgd .086
2 13 1999 mgd .081
2 14 1999 mgd .051
2 15 1999 mgd .067
2 16 1999 mgd .066
2 17 1999 mgd .078
2 18 1999 mgd .078
2 19 1999 mgd .075
2 20 1999 mgd .073
2 21 1999 mgd .063
2 22 1999 mgd .07
2 23 1999 mgd .069
"Vc2A4 FCo tJls
(q9 - 7(oZ
1

Honeywell International 150050 - Flow, in conduit or th
NC0001899 001
Month Day Year Comment UoM Value Modifie
2 24 1999 mgd .06
2 25 1999 mgd .075
2 26 1999 mgd .067
2 27 1999 mgd .063
2 28 1999 mgd .059
3 1 1999 mgd .047
3 2 1999 mgd .069
3 3 1999 mgd .079
3 4 1999 mgd .064
3 5 1999 mgd .038
3 8 1999 mgd .093
3 9 1999 mgd .092
3 10 1999 mgd .091
3 11 1999 mgd .09
3 12 1999 mgd .085
3 13 1999 mgd .083
3 14 1999 mgd .08
3 15 1999 mgd .112
3 16 1999 mgd .088
3 17 1999 mgd .098
3 18 1999 mgd .104
3 19 1999 mgd .085
3 20 1999 mgd .009
3 22 1999 mgd .091
3 23 1999 mgd .095
3 24 1999 mgd .029
3 25 1999 mgd .052
3 26 1999 mgd .073
3 27 1999 mgd .067
3 28 1999 mgd .06
3 29 1999 mgd .107
3 30 1999 mgd .078
3 31 1999 mgd .081
4 1 1999 mgd .116
4 2 1999 mgd .113
4 3 1999 mgd .09
4 4 1999 mgd .089
4 5 1999 mgd .105
4 6 1999 mgd .086
4 7 1999 mgd .103
4 8 1999 mgd .1
4 9 1999 mgd .113
4 10 1999 mgd .109
4 11 1999 mgd .089
4 12 1999 mgd .091
4 13 1999 mgd .056
4 14 1999 mgd .106
4 15 1999 mgd .108
4 16 1999 mgd .085
4 17 1999 mgd .076
4 18 1999 mgd .063
4 19 1999 mgd .072
4 20 1999 mgd .063
4 21 1999 mgd .072
2

Honeywell International 150050 - Flow, in conduit or th
NC0001899 001
Month Day Year Comment UoM Value Modifie
4 22 1999 mgd .082
4 23 1999 mgd .064
4 24 1999 mgd .04
4 25 1999 mgd .053
4 26 1999 mgd .079
4 27 1999 mgd .061
4 28 1999 mgd .078
4 29 1999 mgd .1
4 30 1999 mgd .121
5 1 1999 mgd .132
5 2 1999 mgd .105
5 3 1999 mgd .057
5 4 1999 mgd .042
5 5 1999 mgd .083
5 6 1999 mgd .103
5 7 1999 mgd .071
5 8 1999 mgd .075
5 9 1999 mgd .071
5 10 1999 mgd .063
5 11 1999 mgd .067
5 12 1999 mgd .098
5 13 1999 mgd .077
5 14 1999 mgd .108
5 15 1999 mgd .096
5 16 1999 mgd .077
5 17 1999 mgd .082
5 18 1999 mgd .096
5 19 1999 mgd .078
5 20 1999 mgd .067
5 21 1999 mgd .064
5 22 1999 mgd .076
5 23 1999 mgd .08
5 24 1999 mgd .055
5 25 1999 mgd .057
5 26 1999 mgd .078
5 27 1999 mgd .057
5 28 1999 mgd .052
5 29 1999 mgd .039
5 30 1999 mgd .055
5 31 1999 mgd .062
6 1 1999 mgd .084
6 2 1999 mgd .096
6 3 1999 mgd .105
6 4 1999 mgd .086
6 5 1999 mgd .! T p > o, 041
6 7 1999 mgd .087
6 8 1999 mgd .074
6 9 1999 mgd .077
6 10 1999 mgd .077
6 11 1999 mgd .079
6 12 1999 mgd .059
6 13 1999 mgd .055
6 14 1999 mgd 057
6 15 1999 mgd .065
3

Honeywell International i 50050 - Flow, in conduit or th
NC0001899 001
Month Day Year Comment UoM Value Modifie
6 16 1999 mgd .092
6 17 1999 mgd .093
6 18 1999 mgd .076
6 19 1999 mgd .069
6 20 1999 mgd .054
6 21 1999 mgd .057
6 22 1999 mgd .055
6 23 1999 mgd .071
6 24 1999 mgd .081
6 25 1999 mgd .083
6 26 1999 mgd .084
6 27 1999 mgd .088
6 28 1999 mgd .073
6 29 1999 mgd .091
6 30 1999 mgd .082
7 1 1999 mgd .071
7 2 1999 mgd .081
7 3 1999 mgd .085
7 4 1999 mgd .08
7 5 1999 mgd .078
7 6 1999 mgd .081
7 7 1999 mgd .082
7 8 1999 mgd .098
7 9 1999 mgd .096
7 10 1999 mgd .091
7 11 1999 mgd .097
7 12 1999 mgd .116
7 13 1999 mgd .12
7 14 1999 mgd .129
7 15 1999 mgd .127
7 16 1999 mgd .122
7 17 1999 mgd .114
7 18 1999 mgd .108
7 19 1999 mgd .107
7 20 1999 mgd .101
7 21 1999 mgd .118
7 22 1999 mgd .108
7 23 1999 mgd .105
7 24 1999 mgd .097
7 25 1999 mgd .092
7 26 1999 mgd .104
7 27 1999 mgd .085
7 28 1999 mgd .093
7 29 1999 mgd .088
7 30 1999 mgd .086
7 31 1999 mgd .083
8 1 1999 mgd .082
8 2 1999 mgd .078
8 3 1999 mgd .08
8 4 1999 mgd .082
8 5 1999 mgd .055
8 6 1999 mgd .066
8 7 1999 mgd .065
8 8 1999 mgd .058
4

Honeywell International 150050 - Flow, in conduit or th
NC0001899 001
Month Day Year Comment UoM Value Modifie
8 9 1999 mgd .09
8 10 1999 mgd .079
8 11 1999 mgd .088
8 12 1999 mgd .105
8 13 1999 mgd .109
8 14 1999 mgd 108
8 15 1999 mgd .11
8 16 1999 mgd .1
8 17 1999 mgd .08
8 18 1999 mgd .086
8 19 1999 mgd .082
8 20 1999 mgd .097
8 21 1999 mgd .097
8 22 1999 mgd .09
8 23 1999 mgd .101
8 24 1999 mgd .085
8 25 1999 mgd .109
8 26 1999 mgd .118
8 27 1999 mgd .129
8 28 1999 mgd .127
8 29 1999 mgd .133
8 30 1999 mgd .098
8 31 1999 mgd .067
9 1 1999 mgd .058
9 2 1999 mgd .077
9 3 1999 mgd .091
9 4 1999 mgd .107
9 5 1999 mgd .121
9 6 1999 mgd .095
9 7 1999 mgd .102
9 8 1999 mgd .125
9 9 1999 mgd .123
9 10 1999 mgd .131
9 11 1999 mgd .123
9 12 1999 mgd .102
9 13 1999 mgd .13
9 14 1999 mgd .089
9 15 1999 mgd .176
9 16 1999 mgd .154
9 17 1999 mgd .126
9 18 1999 rngd .129
9 19 1999 mgd .103
9 20 1999 mgd .132
9 21 1999 mgd .083
9 22 1999 mgd .136
9 23 1999 mgd .125
9 24 1999 mgd .153
9 25 1999 mgd .15
9 26 1999 mgd .137
9 27 1999 mgd .166
9 28 1999 mgd .109
9 29 1999 mgd .165
9 30 1999 mgd .141
10 1 1999 mgd .102
5

Honeywell International 150050 - Flow, in conduit or th
NC0001899 001
Month Day Year Comment UoM Value Modifie
10 2 1999 mgd .117
10 3 1999 mgd .113
10 4 1999 mgd .128
10 5 1999 mgd .078
10 6 1999 mgd .107
10 7 1999 mgd .124
10 8 1999 mgd .145
10 9 1999 mgd .135
10 10 1999 mgd .118
10 11 1999 mgd .103
10 12 1999 mgd .075
10 13 1999 mgd .091
10 14 1999 mgd .101
10 15 1999 mgd .087
10 16 1999 mgd .085
10 17 1999 mgd .115
10 18 1999 mgd .098
10 19 1999 mgd .014
10 23 1999 mgd .097
10 24 1999 mgd .097
10 25 1999 mgd .089
10 26 1999 mgd .066
10 27 1999 mgd .076
10 28 1999 mgd .082
10 29 1999 mgd .069
10 30 1999 mgd .071
10 31 1999 mgd .064
11 1 1999 mgd .101
11 2 1999 mgd .106
11 3 1999 mgd .109
11 4 1999 mgd .11
11 5 1999 mgd .103
11 6 1999 mgd .081
11 7 1999 mgd .067
11 8 1999 mgd .083
11 9 1999 mgd .077
11 10 1999 mgd .082
11 11 1999 mgd .082
11 12 1999 mgd .07
11 13 1999 mgd .074
11 14 1999 mgd .078
11 15 1999 mgd .095
11 16 1999 mgd .066
11 17 1999 mgd .07
11 18 1999 mgd .062
11 19 1999 mgd .074
11 20 1999 mgd .084
11 21 1999 mgd .075
11 22 1999 mgd .074
11 23 1999 mgd .101
11 24 1999 mgd .105
11 25 1999 mgd .096
11 26 1999 mgd .107
11 27 1999 mgd .096
6

Honeywell International 150050 - How, in conduit or th
NC0001899 001
Month Day Year Comment UoM Value Modifie
11 28 1999 mgd .082
11 29 1999 mgd .089
11 30 1999 mgd .067
12 1 1999 mgd .087
12 2 1999 mgd .085
12 3 1999 mgd .101
12 4 1999 mgd .1
12 5 1999 mgd .095
12 6 1999 mgd .093
12 7 1999 mgd .075
12 8 1999 mgd .085
12 9 1999 mgd .09
12 10 1999 mgd .086
12 11 1999 mgd .079
12 12 1999 mgd .076
12 13 1999 mgd .096
12 14 1999 mgd .08
12 15 1999 mgd .01
12 16 1999 mgd .074
12 17 1999 mgd .105
12 18 1999 mgd .102
12 19 1999 mgd .102
12 20 1999 mgd .087
12 21 1999 mgd .099
12 22 1999 mgd .078
12 23 1999 mgd .056
12 24 1999 mgd .048
12 25 1999 mgd .051
12 26 1999 mgd .049
12 27 1999 mgd .073
12 28 1999 mgd .103
12 29 1999 mgd .089
12 30 1999 mgd .077
12 31 1999 mgd .076
-ee9+443 Average flow . o$$
Al' Max pi -ow • 171,
1 1 2000 mgd .076
1 2 2000 mgd .074
1 3 2000 mgd .102
1 4 2000 mgd .099
1 5 2000 mgd .099
1 6 2000 mgd .095
1 7 2000 mgd .094
1 8 2000 mgd .101
1 9 2000 mgd .099
1 10 2000 mgd .104
1 11 2000 mgd .095
1 12 2000 mgd .092
1 13 2000 mgd .1
1 14 2000 mgd .091
1 15 2000 mgd .079
1 16 2000 mgd .079
1 17 2000 mgd .072
7

Honeywell International 150050 - Flow, in conduit or th
NC0001899 001
Month Day Year Comment UoM Value Modifie
1 18 2000 mgd .063
1 19 2000 mgd .089
1 20 2000 mgd .086
1 21 2000 mgd .098
1 22 2000 mgd .078
1 23 2000 mgd .082
1 24 2000 mgd .1
1 25 2000 mgd .088
1 26 2000 mgd .085
1 27 2000 mgd .07
1 28 2000 mgd .086
1 29 2000 mgd .104
1 30 2000 mgd .091
1 31 2000 mgd .092
2 1 2000 mgd .086
2 2 2000 mgd .117
2 3 2000 mgd .099
2 4 2000 mgd .127
2 5 2000 mgd .105
2 6 2000 mgd .096
2 7 2000 mgd .11
2 8 2000 mgd .08
2 9 2000 mgd .107
2 10 2000 mgd .106
2 11 2000 mgd .094
2 12 2000 mgd .101
2 13 2000 mgd .099
2 14 2000 mgd .107
2 15 2000 mgd .086
2 16 2000 mgd .069
2 17 2000 mgd .078
2 18 2000 mgd .094
2 19 2000 mgd .101
2 20 2000 mgd .093
2 21 2000 mgd .103
2 22 2000 mgd .074
2 23 2000 mgd .085
2 24 2000 mgd .109
2 25 2000 mgd .129
2 26 2000 mgd .116
2 27 2000 mgd .126
2 28 2000 mgd .142
2 29 2000 mgd .146
3 1 2000 mgd .123
3 2 2000 mgd .132
3 3 2000 mgd .123
3 4 2000 mgd .116
3 5 2000 mgd .088
3 6 2000 mgd .081
3 7 2000 mgd .084
3 8 2000 mgd .085
3 9 2000 mgd .077
3 10 2000 mgd .077
3 11 2000 mgd .078
8

Honeywell International 150050 - Flow, in conduit or th
NC0001899 001
Month Day Year Comment UoM Value Modifie
3 12 2000 mgd .064
3 13 2000 mgd .07
3 14 2000 mgd .075
3 15 2000 mgd .0997
3 16 2000 mgd .128
3 17 2000 mgd .112
3 18 2000 mgd .09
3 19 2000 mgd .086
3 20 2000 mgd .116
3 21 2000 mgd .089
3 22 2000 mgd .086
3 23 2000 mgd .077
3 24 2000 mgd .085
3 25 2000 mgd .071
3 26 2000 mgd .068
3 27 2000 mgd .095
3 28 2000 mgd .068
3 29 2000 mgd .048
3 30 2000 mgd .091
3 31 2000 mgd .08
4 1 2000 mgd .062
4 2 2000 mgd .074
4 3 2000 mgd .077
4 4 2000 mgd .055
4 5 2000 mgd .082
4 6 2000 mgd .081
4 7 2000 mgd .087
4 8 2000 mgd .081
4 9 2000 mgd .08
4 10 2000 mgd .068
4 11 2000 mgd .066
4 12 2000 mgd .078
4 13 2000 mgd .095
4 14 2000 mgd .096
4 15 2000 mgd .088
4 16 2000 mgd .08
4 17 2000 mgd .076
4 18 2000 mgd .073
4 19 2000 mgd .078
4 20 2000 mgd .089
4 21 2000 mgd .075
4 22 2000 mgd .078
4 23 2000 mgd .075
4 24 2000 mgd .099
4 25 2000 mgd .084
4 26 2000 mgd .09
4 27 2000 mgd .075
4 28 2000 mgd .102
4 29 2000 mgd .108
4 30 2000 mgd .081
5 1 2000 mgd .069
5 2 2000 mgd .068
5 3 2000 mgd .087
5 4 2000 mgd .102
9

Honeywell International 150050 - Flow, in conduit or th
NC0001899 001
Month Day Year Comment UoM Value Modifie
5 5 2000 mgd .077
5 6 2000 mgd .07
5 7 2000 mgd .066
5 8 2000 mgd .066
5 9 2000 mgd .067
5 10 2000 mgd .097
5 11 2000 mgd .097
5 12 2000 mgd .058
5 13 2000 mgd .084
5 14 2000 mgd .059
5 15 2000 mgd .065
5 16 2000 mgd .065
5 17 2000 mgd .076
5 18 2000 mgd .082
5 19 2000 mgd .102
5 20 2000 mgd .084
5 21 2000 mgd .083
5 22 2000 mgd .09
5 23 2000 mgd .081
5 24 2000 mgd .033
5 26 2000 mgd .127
5 27 2000 mgd .101
5 28 2000 mgd .089
5 29 2000 mgd .085
5 30 2000 mgd .074
5 31 2000 mgd .074
6 1 2000 mgd .101
6 2 2000 mgd .108
6 3 2000 mgd .086
6 4 2000 mgd .093
6 5 2000 mgd .106
6 6 2000 mgd .092
6 7 2000 mgd .093
6 8 2000 mgd .098
6 9 2000 mgd .096
6 10 2000 mgd .085
6 11 2000 mgd .076
6 12 2000 mgd .097
6 13 2000 mgd .087
6 14 2000 mgd .106
6 15 2000 mgd .104
6 16 2000 mgd .1
6 17 2000 mgd .1
6 18 2000 mgd .095
6 19 2000 mgd .12
6 20 2000 mgd .12
6 21 2000 mgd .122
6 22 2000 mgd .103
6 23 2000 mgd .145
6 24 2000 mgd .117
6 25 2000 mgd .094
6 26 2000 mgd .104
6 27 2000 mgd .117
6 28 2000 mgd .137
10

Honeywell International 150050 - Flow, in conduit or th
NC0001899 001
Month Day Year Comment UoM Value Modifie
6 29 2000 mgd .133
6 30 2000 mgd .145
7 1 2000 mgd .15
7 2 2000 mgd .123
7 3 2000 mgd .149
7 4 2000 mgd .132
7 5 2000 mgd .092
7 6 2000 mgd .118
7 7 2000 mgd .131
7 8 2000 mgd .129
7 9 2000 mgd .106
7 10 2000 mgd .108
7 11 2000 mgd .108
7 12 2000 mgd .131
7 13 2000 mgd 1533
7 14 2000 mgd .133
7 15 2000 mgd .12
7 16 2000 mgd .094
7 17 2000 mgd .108
7 18 2000 mgd .089
7 19 2000 mgd .108
7 20 2000 mgd .101
7 21 2000 mgd .103
7 22 2000 mgd .098
7 23 2000 mgd 105
7 24 2000 mgd .129
7 25 2000 mgd .108
7 26 2000 mgd .13
7 27 2000 mgd .132
7 28 2000 mgd .142
7 29 2000 mgd .135
7 30 2000 mgd .132
7 31 2000 mgd .141
8 1 2000 mgd .115
8 2 2000 mgd .152
8 3 2000 mgd .159
8 4 2000 mgd .153
8 5 2000 mgd .13
8 6 2000 mgd .127
8 7 2000 mgd .138
8 8 2000 mgd .11
8 9 2000 mgd .122
8 10 2000 mgd .138
8 11 2000 mgd .11
8 12 2000 mgd .112
8 13 2000 mgd .106
8 14 2000 mgd .119
8 15 2000 mgd .113
8 16 2000 mgd .118
8 17 2000 mgd .122
8 18 2000 mgd .121
8 19 2000 mgd .106
8 20 2000 mgd .095
8 21 2000 mgd .094
11

Honeywell international 150050 - Flow, in conduit or th
NC0001899 001
Month Day Year Comment UoM Value Modifie
8 22 2000 mgd .081
8 23 2000 mgd .09
8 24 2000 mgd .101
8 25 2000 mgd .09
8 26 2000 mgd .09
8 27 2000 mgd .077
8 28 2000 mgd .1
8 29 2000 mgd .086
8 30 2000 mgd .095
8 31 2000 mgd .093
9 1 2000 mgd .106
9 2 2000 mgd .109
9 3 2000 mgd .12
9 4 2000 mgd .126
9 5 2000 mgd .12
9 6 2000 mgd .128
9 7 2000 mgd .109
9 8 2000 mgd .102
9 9 2000 mgd .08
9 10 2000 mgd .073
9 11 2000 mgd .077
9 12 2000 mgd .068
9 13 2000 mgd .089
9 14 2000 mgd .102
9 15 2000 mgd .102
9 16 2000 mgd .083
9 17 2000 mgd .076
9 18 2000 mgd .084
9 19 2000 mgd .083
9 20 2000 mgd .115
9 21 2000 mgd .092
9 22 2000 mgd .12
9 23 2000 mgd .113
9 24 2000 mgd .103
9 25 2000 mgd .117
9 26 2000 mgd .095
9 27 2000 mgd .114
9 28 2000 mgd .1
9 29 2000 mgd .099
9 30 2000 mgd .119
10 1 2000 mgd .097
10 2 2000 mgd .088
10 3 2000 mgd .075
10 4 2000 mgd .084
10 5 2000 mgd .085
10 6 2000 mgd .082
10 7 2000 mgd .069
10 8 2000 mgd .069
10 9 2000 mgd .084
10 10 2000 mgd .084
10 11 2000 mgd .096
10 12 2000 mgd .094
10 13 2000 mgd .081
10 14 2000 mgd .086
12

Honeywell International 150050 - Flow. in conduit or th
NC0001899 001
Month Day Year Comment UoM Value Modifie
10 15 2000 mgd .077
10 16 2000 mgd .089
10 17 2000 mgd .077
10 18 2000 mgd .09
10 19 2000 mgd .078
10 20 2000 mgd .081
10 21 2000 mgd .065
10 22 2000 mgd .065
10 23 2000 mgd .056
10 24 2000 mgd .06
10 25 2000 mgd .063
10 26 2000 mgd .062
10 27 2000 mgd .089
10 28 2000 mgd .092
10 29 2000 mgd .074
10 30 2000 mgd .071
10 31 2000 mgd .074
11 1 2000 mgd .071
11 2 2000 mgd .078
11 3 2000 mgd .082
11 4 2000 mgd .065
11 5 2000 mgd .061
11 6 2000 mgd .06
11 7 2000 mgd .074
11 8 2000 mgd .074
11 9 2000 mgd .074
11 10 2000 mgd .068
11 11 2000 mgd .072
11 12 2000 mgd .08
11 13 2000 mgd .07
11 14 2000 mgd .083
11 15 2000 mgd .079
11 16 2000 mgd .072
11 17 2000 mgd .078
11 18 2000 mgd .072
11 19 2000 mgd .067
11 20 2000 mgd .097
11 21 2000 mgd .09
11 22 2000 mgd .087
11 23 2000 mgd .073
11 24 2000 mgd .055
11 25 2000 mgd .081
11 26 2000 mgd .109
11 27 2000 mgd .038
11 28 2000 mgd .062
11 29 2000 mgd .082
11 30 2000 mgd .076
12 1 2000 mgd .075
12 2 2000 mgd .069
12 3 2000 mgd .077
12 4 2000 mgd .073
12 5 2000 mgd .068
12 6 2000 mgd .069
12 7 2000 mgd .055
13

Honeywell International 150050 - Flow, in conduit or th
NC0001899 001
Month Day Year Comment UoM Value Modifie
12 8 2000 mgd .047
12 9 2000 mgd .092
12 10 2000 mgd .078
12 11 2000 mgd .067
12 12 2000 mgd .078
12 13 2000 mgd .09
12 14 2000 mgd .092
12 15 2000 mgd .082
12 16 2000 mgd .078
12 17 2000 mgd .076
12 18 2000 mgd .091
12 19 2000 mgd .096
12 20 2000 mgd .099
12 21 2000 mgd .093
12 22 2000 mgd .073
12 26 2000 mgd .072
12 27 2000 mgd .045
12 28 2000 mgd .052
.092705 Average Flow
D, 15q m (-Low
1 2 2001 mgd .075
1 3 2001 mgd .085
1 4 2001 mgd .09
1 5 2001 mgd .093
1 6 2001 mgd .075
1 7 2001 mgd .055
1 8 2001 mgd .056
1 9 2001 mgd .086
1 10 2001 mgd .081
1 11 2001 mgd .084
1 12 2001 mgd .079
1 13 2001 mgd .067
1 14 2001 mgd .067
1 15 2001 mgd .07
1 16 2001 mgd .094
1 17 2001 mgd .084
1 18 2001 mgd .07
1 19 2001 mgd .08
1 20 2001 mgd .091
1 21 2001 mgd .085
1 22 2001 mgd .091
1 23 2001 mgd .077
1 24 2001 mgd .086
1 25 2001 mgd .088
1 26 2001 mgd .085
1 27 2001 mgd .087
1 28 2001 mgd .086
1 29 2001 mgd .086
1 30 2001 mgd .075
1 31 2001 mgd .113
2 1 2001 mgd 109
2 2 2001 mgd .11
2 3 2001 mgd .1
14

Honeywell International 150050 - Flow, in conduit or th
NC0001899 001
Month Day Year Comment UoM Value Modifie
2 4 2001 mgd .097
2 5 2001 mgd .096
2 6 2001 mgd .062
2 7 2001 mgd .086
2 8 2001 mgd .096
2 9 2001 mgd .119
2 10 2001 mgd .11
2 11 2001 mgd .094
2 12 2001 mgd .109
2 13 2001 mgd .087
2 14 2001 mgd .12
2 15 2001 mgd .125
2 16 2001 mgd .112
2 17 2001 mgd .1
2 18 2001 mgd .097
2 19 2001 mgd .087
2 20 2001 mgd .085
2 21 2001 mgd .095
2 22 2001 mgd .1
2 23 2001 mgd .099
2 24 2001 mgd .1
2 25 2001 mgd .096
2 26 2001 mgd .076
2 27 2001 mgd .071
2 28 2001 mgd .075
3 1 2001 mgd .088
3 2 2001 mgd .11
3 3 2001 mgd .092
3 4 2001 mgd .099
3 5 2001 mgd .091
3 6 2001 mgd .086
3 7 2001 mgd .08
3 8 2001 mgd .108
3 9 2001 mgd .107
3 10 2001 mgd .103
3 11 2001 mgd .103
3 12 2001 mgd .107
3 13 2001 mgd .102
3 14 2001 mgd .101
3 15 2001 mgd .127
3 16 2001 mgd .124
3 17 2001 mgd .111
3 18 2001 mgd .082
3 19 2001 mgd .088
3 20 2001 mgd .102
3 21 2001 mgd .116
3 22 2001 mgd .093
3 23 2001 mgd .12
3 24 2001 mgd .113
3 25 2001 mgd .105
3 26 2001 mgd .098
3 27 2001 mgd .11
3 28 2001 mgd .084
3 29 2001 mgd .134
15

Honeywell International 150050 - Flow, in conduit or th
NC0001899 001
Month Day Year Comment UoM Value Modifie
3 30 2001 mgd .119
3 31 2001 mgd .087
4 1 2001 mgd .093
4 2 2001 mgd .124
4 3 2001 mgd 105
4 4 2001 mgd .118
4 5 2001 mgd .113
4 6 2001 mgd .122
4 7 2001 mgd .107
4 8 2001 mgd .099
4 9 2001 mgd 094
4 10 2001 mgd .104
4 11 2001 mgd .1
4 12 2001 mgd .087
4 13 2001 mgd .074
4 14 2001 mgd .086
4 15 2001 mgd .09
4 16 2001 mgd .103
4 17 2001 mgd .071
4 18 2001 mgd .094
4 19 2001 mgd .108
4 20 2001 mgd .096
4 21 2001 mgd .075
4 22 2001 mgd .073
4 23 2001 mgd .076
4 24 2001 mgd .068
4 25 2001 mgd .081
4 26 2001 mgd .1
4 27 2001 mgd .1
4 28 2001 mgd .07
4 29 2001 mgd .063
4 30 2001 mgd .107
5 1 2001 mgd .111
5 2 2001 mgd .008
5 4 2001 mgd .12
5 5 2001 mgd .096
5 6 2001 mgd .094
5 7 2001 mgd .081
5 8 2001 mgd .068
5 9 2001 mgd .099
5 10 2001 mgd .07
5 11 2001 mgd .107
5 12 2001 mgd .103
5 13 2001 mgd .072
5 14 2001 mgd .062
5 15 2001 mgd .076
5 16 2001 mgd .119
5 17 2001 mgd .089
5 18 2001 mgd .091
5 19 2001 mgd .069
5 20 2001 mgd .087
5 21 2001 mgd .112
5 22 2001 mgd .079
5 23 2001 mgd .07
16

Honeywell International 150050 - Flow, in conduit or th
NC0001899 001
Month Day Year Comment UoM Value Modifie
5 24 2001 mgd .076
5 25 2001 mgd .068
5 26 2001 mgd .06
5 27 2001 mgd .085
5 28 2001 mgd .08
5 29 2001 mgd .086
5 30 2001 mgd .073
5 31 2001 mgd .09
6 1 2001 mgd .096
6 2 2001 mgd .087
6 3 2001 mgd .036
6 4 2001 mgd .087
6 5 2001 mgd .092
6 6 2001 mgd .109
6 7 2001 mgd .113
6 8 2001 mgd .115
6 9 2001 mgd .113
6 10 2001 mgd .101
6 11 2001 mgd .099
6 12 2001 mgd .089
6 13 2001 mgd .099
6 14 2001 mgd .103
6 15 2001 mgd .115
6 16 2001 mgd .107
6 17 2001 mgd .105
6 18 2001 mgd .102
6 19 2001 mgd .092
6 20 2001 mgd .114
6 21 2001 mgd .113
6 22 2001 mgd .046
6 23 2001 mgd .075
6 24 2001 mgd .102
6 25 2001 mgd .12
6 26 2001 mgd .13
6 27 2001 mgd .123
6 28 2001 mgd .125
6 29 2001 mgd .133
6 30 2001 mgd .115
7 1 2001 mgd .109
7 2 2001 mgd .117
7 3 2001 mgd .127
7 4 2001 mgd .104
7 5 2001 mgd .099
7 6 2001 mgd .143
7 7 2001 mgd 114
7 8 2001 mgd .111
7 9 2001 mgd .128
7 10 2001 mgd .131
7 11 2001 mgd .125
7 12 2001 mgd .127
7 13 2001 mgd .127
7 14 2001 mgd .095
7 15 2001 mgd .078
7 16 2001 mgd .119
17

Honeywell International 150050 - Flow, in conduit or th
NC0001899 001
Month Day Year Comment UoM Value Modifie
7 17 2001 mgd .107
7 18 2001 mgd .13
7 19 2001 mgd .119
7 20 2001 mgd .115
7 21 2001 mgd .082
7 22 2001 mgd .095
7 23 2001 mgd .109
7 24 2001 mgd .126
7 25 2001 mgd .129
7 26 2001 mgd .133
7 27 2001 mgd .139
7 28 2001 mgd .111
7 29 2001 mgd .095
7 30 2001 mgd .144
7 31 2001 mgd .121
8 1 2001 mgd .116
8 2 2001 mgd .117
8 3 2001 mgd .125
8 4 2001 mgd .104
8 5 2001 mgd .089
8 6 2001 mgd .126
8 7 2001 mgd .109
8 8 2001 mgd .117
8 9 2001 mgd .133
8 10 2001 mgd .137
8 11 2001 mgd .134
8 12 2001 mgd .132
8 13 2001 mgd .126
8 14 2001 mgd .156
8 15 2001 mgd .142
8 16 2001 mgd .128
8 17 2001 mgd .129
8 18 2001 mgd .125
8 19 2001 mgd .121
8 20 2001 mgd .125
8 21 2001 mgd .114
8 22 2001 mgd .085
8 23 2001 mgd .138
8 24 2001 mgd .121
8 25 2001 mgd .099
8 26 2001 mgd .034
8 27 2001 mgd .088
8 28 2001 mgd .098
8 29 2001 mgd .108
8 30 2001 mgd .105
8 31 2001 mgd .033
9 4 2001 mgd .101
9 5 2001 mgd .119
9 6 2001 mgd .102
9 7 2001 mgd .132
9 8 2001 mgd .103
9 9 2001 mgd .092
9 10 2001 mgd .106
9 11 2001 mgd .083
18

Honeywell International 150050 - Flow, in conduit or th
NC0001899 001
Month Day Year Comment UoM Value Modifle
9 12 2001 mgd .031
9 14 2001 mgd .071
9 15 2001 mgd .097
9 16 2001 mgd .089
9 17 2001 mgd .093
9 18 2001 mgd .077
9 19 2001 mgd .071
9 20 2001 mgd .081
9 21 2001 mgd .11
9 22 2001 mgd .097
9 23 2001 mgd .093
9 24 2001 mgd .112
9 25 2001 mgd .111
9 26 2001 mgd .077
9 27 2001 mgd .067
9 28 2001 mgd .075
9 29 2001 mgd .084
9 30 2001 mgd .076
10 1 2001 mgd .067
10 2 2001 mgd .08
10 3 2001 mgd .095
10 4 2001 mgd .088
10 5 2001 mgd .09
10 6 2001 mgd .069
10 7 2001 mgd .028
10 9 2001 mgd .105
10 10 2001 mgd .1
10 11 2001 mgd .092
10 12 2001 mgd .024
10 15 2001 mgd .123
10 16 2001 mgd .119
10 17 2001 mgd .116
10 18 2001 mgd .108
10 19 2001 mgd .122
10 20 2001 mgd .117
10 21 2001 mgd .109
10 22 2001 mgd .114
10 23 2001 mgd .112
10 24 2001 mgd .12
10 25 2001 mgd .117
10 26 2001 mgd .102
10 27 2001 mgd .084
10 28 2001 mgd .083
10 29 2001 mgd .086
10 30 2001 mgd .087
10 31 2001 mgd .092
11 1 2001 mgd .094
11 2 2001 mgd .003
11 5 2001 mgd .099
11 6 2001 mgd .083
11 7 2001 mgd .093
11 8 2001 mgd .087
11 9 2001 mgd .104
11 10 2001 mgd .1
19

Honeywell International 150050 - Flow, in conduit or th
NC0001899 001
Month Day Year Comment UoM Value Modifie
11 11 2001 mgd .087
11 12 2001 mgd .079
11 13 2001 mgd .068
11 14 2001 mgd .08
11 15 2001 mgd .077
11 16 2001 mgd .033
11 19 2001 mgd .076
11 20 2001 mgd .074
11 21 2001 mgd .072
11 22 2001 mgd .056
11 23 2001 mgd .078
11 24 2001 mgd .074
11 25 2001 mgd .073
11 26 2001 mgd .105
11 27 2001 mgd .077
11 28 2001 mgd .09
11 29 2001 mgd .114
11 30 2001 mgd .107
12 1 2001 mgd .086
12 2 2001 mgd .084
12 3 2001 mgd .088
12 4 2001 mgd .042
12 5 2001 mgd .107
12 6 2001 mgd .089
12 7 2001 mgd .027
12 10 2001 mgd .086
12 11 2001 mgd .08
12 12 2001 mgd .121
12 13 2001 mgd .112
12 14 2001 mgd .122
12 15 2001 mgd .106
12 16 2001 mgd .094
12 17 2001 mgd .091
12 18 2001 mgd .085
12 19 2001 mgd .075
12 20 2001 mgd .057
12 26 2001 mgd .093
12 27 2001 mgd .066
12 28 2001 mgd .069
12 29 2001 mgd .072
12 30 2001 mgd .07
12 31 2001 mgd .074
mgd .095371 Average
Mk% Aztol
1 1 2002 mgd .068
1 2 2002 mgd .064
1 3 2002 mgd .055
1 4 2002 mgd .059
1 5 2002 mgd .059
1 6 2002 mgd .119
1 7 2002 mgd .137
1 8 2002 mgd .074
1 9 2002 mgd .065
20

Honeywell International 150050 - Flow, in conduit or th
NC0001899 001
Month Day Year Comment UoM Value Modifie
1 10 2002 mgd .094
1 11 2002 mgd .083
1 12 2002 mgd .095
1 13 2002 mgd .073
1 14 2002 mgd .067
1 15 2002 mgd .055
1 16 2002 mgd .084
1 17 2002 mgd .077
1 18 2002 mgd .061
1 19 2002 mgd .123
1 20 2002 mgd .083
1 21 2002 mgd .076
1 22 2002 mgd .075
1 23 2002 mgd .096
1 24 2002 mgd .111
1 25 2002 mgd .144
1 26 2002 mgd .14
1 27 2002 mgd .144
1 28 2002 mgd .137
1 29 2002 mgd .104
1 30 2002 mgd .092
1 31 2002 mgd .115
2 1 2002 mgd .135
2 2 2002 mgd .139
2 3 2002 mgd .117
2 4 2002 mgd .106
2 5 2002 mgd .098
2 6 2002 mgd .099
2 7 2002 mgd .099
2 8 2002 mgd .097
2 9 2002 mgd .096
2 10 2002 mgd .094
2 11 2002 mgd .1
2 12 2002 mgd .087
2 13 2002 mgd .088
2 14 2002 mgd .1
2 15 2002 mgd .092
2 16 2002 mgd .08
2 17 2002 mgd .118
2 18 2002 mgd .072
2 19 2002 mgd .068
2 20 2002 mgd .065
2 21 2002 mgd .065
2 22 2002 mgd .068
2 23 2002 mgd .06
2 24 2002 mgd .083
2 25 2002 mgd .069
2 26 2002 mgd .061
2 27 2002 mgd .056
2 28 2002 mgd .056
3 1 2002 mgd .066
3 2 2002 mgd .066
3 3 2002 mgd .064
3 4 2002 mgd .061
21

Honeywell International 150050 - Flow, in conduit or th
NC0001899 001
Month Day Year Comment UoM Value Modifie
3 5 2002 mgd .053
3 6 2002 mgd .069
3 7 2002 mgd .06
3 8 2002 mgd .19
3 9 2002 mgd .094
3 10 2002 mgd .064
3 11 2002 mgd .052
3 12 2002 mgd .057
3 13 2002 mgd .073
3 14 2002 mgd .062
3 15 2002 mgd .065
3 16 2002 mgd .077
3 17 2002 mgd .053
3 18 2002 mgd .066
3 19 2002 mgd .059
3 20 2002 mgd .078
3 21 2002 mgd .087
3 22 2002 mgd .045
3 23 2002 mgd .053
3 24 2002 mgd .114
3 25 2002 mgd .072
3 26 2002 mgd .088
3 27 2002 mgd .071
3 28 2002 mgd .055
3 29 2002 mgd .077
3 30 2002 mgd .081
3 31 2002 mgd .116
4 1 2002 mgd .084
4 2 2002 mgd .084
4 3 2002 mgd .079
4 4 2002 mgd .081
4 5 2002 mgd .083
4 6 2002 mgd .079
4 7 2002 mgd .081
4 8 2002 mgd .085
4 9 2002 mgd .101
4 10 2002 mgd .114
4 11 2002 mgd .079
4 12 2002 mgd .098
4 13 2002 mgd .085
4 14 2002 mgd .076
4 15 2002 mgd .093
4 16 2002 mgd .084
4 17 2002 mgd .086
4 18 2002 mgd .087
4 19 2002 mgd .079
4 20 2002 mgd .084
4 21 2002 mgd .079
4 22 2002 mgd .053
4 23 2002 mgd .051
4 24 2002 mgd 049
4 25 2002 mgd .042
4 26 2002 mgd .083
4 27 2002 mgd .075
22

Honeywell International 150050 - Flow, in conduit or th
NC0001899 001
Month Day Year Comment UoM Value Modifie
4 28 2002 mgd .077
4 29 2002 mgd .078
4 30 2002 mgd .071
5 1 2002 mgd .069
5 2 2002 mgd .071
5 3 2002 mgd .058
5 4 2002 mgd .063
5 5 2002 mgd .055
5 6 2002 mgd .056
5 7 2002 mgd .08
5 8 2002 mgd .079
5 9 2002 mgd .068
5 10 2002 mgd .06
5 11 2002 mgd .053
5 12 2002 mgd .052
5 13 2002 mgd .054
5 14 2002 mgd .089
5 15 2002 mgd .076
5 16 2002 mgd .072
5 17 2002 mgd .069
5 18 2002 mgd .061
5 19 2002 mgd .043
5 20 2002 mgd .058
5 21 2002 mgd .049
5 22 2002 mgd .052
5 23 2002 mgd .048
5 24 2002 mgd .05
5 25 2002 mgd .054
5 26 2002 mgd .052
5 27 2002 mgd .064
5 28 2002 mgd .056
5 29 2002 mgd .054
5 30 2002 mgd .074
5 31 2002 mgd .07
6 1 2002 mgd .06
6 2 2002 mgd .056
6 3 2002 mgd .096
6 4 2002 mgd .083
6 5 2002 mgd .084
6 6 2002 mgd .082
6 7 2002 mgd .064
6 8 2002 mgd .051
6 9 2002 mgd .046
6 10 2002 mgd .08
6 11 2002 mgd .068
6 12 2002 mgd .072
6 13 2002 mgd .077
6 14 2002 mgd .085
6 15 2002 mgd .99
6 16 2002 mgd .07
6 17 2002 mgd .067
6 18 2002 mgd .063
6 19 2002 mgd .064
6 20 2002 mgd .069
23

Honeywell International 150050 - Flow, in conduit or th
NC0001899 001
Month Day Year Comment UoM Value Modifie
6 21 2002 mgd .067
6 22 2002 mgd .071
6 23 2002 mgd .112
6 24 2002 mgd .116
6 25 2002 mgd .108
6 26 2002 mgd .103
6 27 2002 mgd .108
6 28 2002 mgd .11
6 29 2002 mgd .121
6 30 2002 mgd .095
7 1 2002 mgd .079
7 2 2002 mgd .073
7 3 2002 mgd .103
7 4 2002 mgd .092
7 5 2002 mgd .088
7 6 2002 mgd .076
7 7 2002 mgd .068
7 8 2002 mgd .068
7 9 2002 mgd .073
7 10 2002 mgd .074
7 11 2002 mgd .084
7 12 2002 mgd .084
7 13 2002 mgd .107
7 14 2002 mgd .122
7 15 2002 mgd .1
7 16 2002 mgd .075
7 17 2002 mgd .076
7 18 2002 mgd .073
7 19 2002 mgd .079
7 20 2002 mgd .068
7 21 2002 mgd .081
7 22 2002 mgd .089
7 23 2002 mgd .079
7 24 2002 mgd .087
7 25 2002 mgd .09
7 26 2002 mgd .121
7 27 2002 mgd .104
7 28 2002 mgd .093
7 29 2002 mgd .097
7 30 2002 mgd .08
7 31 2002 mgd .093
mgd .084377 Average Flow
qq M/x FLAIJ
24

SOC PRIORITY PROJECT: Yes No
If Yes, SOC No.
To: Permits and Engineering Unit
Water Quality Section
Attention: Susan Wilson
Date February 22, 2001
NPDES STAFF REPORT AND RECOMMENDATION
County Chatham
Permit No. NC0001899
PART I - GENERAL INFORMATION
1. Facility and Address: Honeywell
P.O. Box 166/338 Pea Ridge Road
Moncure, NC 27559
2. Date of Site visit: February 21, 2001
3. Report Prepared by: Ted Cashion, Environmental Chemist
4. Persons Contacted and Telephone Number: Bill Boyer,
Mike Borchers, Bill May - 919-542-2200
5. Directions to Site: From Raleigh: US 1 South, exit onto
Pea Ridge Road. Turn left, facility is approximately 1 mile
on the left.
6. Discharge Point(s), List for all discharge points:
001
Latitude: 35°37'02" Longitude:79°03'25"
002
Latitude 35 37'02" Longitude 79 02'37"
Attach a USGS map extract and indicate treatment
facility site and discharge point on map.
U.S.G.S. Quad No. E22SE U.S.G.S. Quad Name Moncure, NC
I/ t' r
7. Site size and expansion area consistent
application ?
MAR 7 2001
DENR w��tE ,;; fl POINT SOURCE BjR,#FNCH

SOC PRIORITY PROJECT: Yes No
If Yes, SOC No.
XXXX Yes
No If No, explain:
8. Topography (relationship to flood plain included):
relatively flat, appears to be out of floodplain.
9. Location of nearest dwelling: approximately 400 yards.
10. Receiving stream or affected surface waters:
001 - Haw River
a. Classification: WS-IV
b. River Basin and Subbasin No.:03:06:07
c. Describe receiving stream features and
pertinent downstream uses: Combines with Deep
River to form Cape Fear River
002 - UT to Shaddox Creek
a. Classification: WS-IV
b. River Basin and Subbasin No.:03:06:07
c. Describe receiving stream features and
pertinent downstream uses: Flows into the Haw
River, which is WS-IV
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of Wastewater to be permitted: 0.244
MGD(Ultimate Design Capacity)
b. What is the current permitted capacity of the Waste
Water Treatment facility? 0.244 mgd
c. Actual treatment capacity of the current facility
(current design capacity)? 0.244 mgd
d. Date(s) and construction activities allowed by previous
Authorization to Construct issued in the previous two years:
NA
e. Please provide a description of existing or
substantially constructed wastewater treatment facilities:
001 - influent mixing chamber, aeration basin with 4
floating aerators, circular clarifier, sludge drying bed, 2 alum
settling ponds (from WTP discharge), polishing pond, chlorine
contact chamber, effluent flow recorder.

SOC PRIORITY PROJECT: Yes No
If Yes, SOC No.
002 - settling in fire pond is the only treatment on 002
discharge. Discharge consists of, stormwater, condensate,
and fire pond overflow.
f. Please provide a description of proposed wastewater
treatment facilities: NA
g. Possible toxic impacts to surface waters: primarily
chlorine, toxicity test results have been mostly "pass"
h. Pretreatment Program (POTWs only): NA
in development approved
should be required not needed
2. Residuals handling and utilization/disposal scheme:
a. If residuals are being land applied, please specify DEM
permit no.
Residual Contractor
Telephone No.
b. Residuals stabilization: PSRP
PFRP Other
c. Landfill: Sludge is wasted onto drying beds, put into a
dumpster, and taken to BFI landfill in Sampson County.
Also, landfill in Virginia is utilized.
d. Other disposal/utilization scheme (Specify):
3. Treatment plant classification (attach completed rating
sheet) : 2
4. SIC Code(s): 2821
Wastewater Code(s) of actual wastewater, not particular
facilities i.e.., non -contact cooling water discharge from a
metal plating company would be 14, not 56.
Primary 36 Secondary 02
Main Treatment Unit Code: 055-2
PART III - OTHER PERTINENT INFORMATION

SOC PRIORITY PROJECT: Yes No
If Yes, SOC No.
1. Is this facility being constructed with Construction Grant
Funds or are any public monies involved. (municipals only)? NA
2. Special monitoring or limitations (including toxicity)
requests: Monitoring and limits consistent with discharges of
this type.
3. Important SOC, JOC or Compliance Schedule dates: (Please
indicate) NA
Date
Submission of Plans and Specifications
Begin Construction
Complete Construction
4. Alternative Analysis Evaluation: Has the facility evaluated
all of the non -discharge options available. Please provide
regional perspective for each option evaluated.
Spray Irrigation: NA
Connection to Regional Sewer System: NA
Subsurface: NA
Other disposal options: NA
5. Other Special Items:
PART IV - EVALUATION AND RECOMMENDATIONS
A CEI was performed February 21, 2001 at the facility. The
facility was compliant with permit requirements with the period
covered by the inspection, from November 1999 through October
2000.
The current permit does not list the 2 alum settling ponds or the
polishing pond onsite. The influent mixing chamber also is not
listed. Please ensure these are included in the permit
description. Also, we recommend that each of these ponds have a
minimum 2 foot freeboard requirement in the permit.
Several residual chlorine concentrations of up to 2 mg/1 have
been reported. We recommend that dechlorination be required at

SOC PRIORITY PROJECT: Yes No
If Yes, SOC No.
this facility. January 2001 tox was "fail", possibly due to
chlorine.
The facility has requested that the OCPSF parameters be reduced
to annual monitoring from quarterly. No detection of these
parameters has been reported. We reviewed this data, and concur
with this request.
The WWTP appeared well operated and maintained, with proper
documentation of all laboratory records and reports. The
effluent was clear and free of excess solids at the time of the
inspection.
We recommend that the permit be reissued in accordance with the
basinwide permitting plan.
Cam,
Signature of report preparer
td-
Water Quality Regional Supervisor
ar
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" "" Honeyitfeifi-
Performance Polymers
Honeywell
P.O. Box 166
338 Pea Ridge Road
Moncure, NC 27559
919 542-2200
919 542-1248 Fax
June 8, 2001
Mr. William G. Ross, Jr., Secretary
State of North Carolina Department of
Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699-1601
Re: Proposed General Electric/Honeywell International Transaction
Dear Mr. Ross:
MJt
Honeywell's Moncure, NC facility holds several environmental permits and licenses identified later
in this letter issued through the North Carolina Department of Environment and Natural Resources. Under
an agreement that is currently being reviewed by regulatory authorities, all of the stock of the ultimate
parent company of this facility, Honeywell International Inc., would be acquired by the General Electric
Company. Although those authorities have not yet approved this proposed transaction, we wish to provide
you with some background information on the proposed transaction as it relates to environmental permits
and licenses.
First, the proposed transaction is structured such that Honeywell International (and its various
subsidiaries) would continue as corporate entities in full legal force and effect after the transaction. After the
transaction is completed, Honeywell International would be a subsidiary of General Electric Company. To
further explain, upon the closing of the transaction a wholly -owned subsidiary of General Electric Company
will merge with and into Honeywell International Inc. with Honeywell International Inc. remaining as the
surviving corporation and a wholly -owned subsidiary of General Electric Company. All of the shareholders of
Honeywell International's stock will have changed as a consequence of the closing, ownership of Honeywell
International's permits will be unaffected as such permits will remain with their current owner, Honeywell
International, Inc., or their subsidiaries.
From the standpoint of existing environmental permits, there will be no legal change in the entity
holding this facility's permits. In addition, there will be no change in ownership or control of the actual
permit holder in those cases where the permit holder is a subsidiary of Honeywell International.
Consequently, we would not anticipate that there would be a need to engage in efforts to transfer the
permits listed in this letter to a new legal entity, either before or after the completion of the proposed
transaction. Should your review of the proposed transaction lead you to a different conclusion, however,
please contact W. L. Boyer of my staff to further discuss.
Through this notice both Honeywell International and General Electric hope to avoid confusion
about the nature of the proposed transaction by providing you with this advance notice and specific
information as to its form. This way, we hope to eliminate any concern over the continued accuracy of all
existing permits. Pending necessary regulatory approvals, the proposed transaction is currently anticipated
to close in mid -July. After the transaction has closed, the name of the operating entity associated with this
facility may, in some instances, change. If and when there is a name change, we will send a follow-up notice.
Honeywell's Moncure, NC facility holds the following permits and licenses:
Permit Type Permit Number
Water Quality NC0001899 y
Water Quality NCS000100
Public Water Supply System ID #0319414
Waste Management NCD053488409
Air Quality 02657R22
Radiation Protection License #019-0225-2

June 8, 2001
Mr. William G. Ross, Jr.
Page 2 of 2
If you have any questions or comments on the proposed transaction, or if you wish to discuss the
applicability of permit transfer requirements, please contact the plant's Environmental Leader, W. L. Boyer
at [phone].
Sincerely,
Alexander J. Carnevale
Plant Manager
cc: Listed DENR Directors & Division Personnel
Mr. Charles Horn
Chatham County Manager
P. 0. Box 87
Pittsboro, NC 27312
Mr. A. Stanley Meibury, Acting Administrator
U.S. Environmental Protection Agency, Region IV
61 Forsyth Street
Atlanta, GA 30303-3104
W. L. Boyer
T. V. Staab

June 8, 2001
Mr. William G. Ross, Jr.
Page 3 of 3
cc:
Mr. Kerr T. Stevens, Director
Division of Water Quality
NCDENR
1617 Mail Service Center
Raleigh, NC 27699-1617
Mr. Bradley Bennett
Supervisor Stormwater Unit
Division of Water Quality
NCDENR
1617 Mail Service Center
Raleigh, NC 27699-1617
Ms. Linda Sewall, Director
Division of Environmental Health
NCDENR
1634 Mail Service Center
Raleigh, NC 27699-1634
Mr. Alan W. Klimek, P.E.
Director, Division of Air Quality
NCDENR
1641 Mail Service Center
Raleigh, NC 27699-1641
Mr. John McFadyen, Chairman
NC Water Treatment Facility
Operators Certification Board
1635 Mail Service Center
Raleigh, NC 27699-1635
Mr. David A. Goodrich
Supervisor Permits and Engineering
Division of Water Quality
NCDENR
1617 Mail Service Center
Raleigh, NC 27699-1617
Mr. Dwight Lancaster
Supervisor, Technical Assistance
& Certification Unit
NCWPCS
1618 Mail Service Center
Raleigh, NC 27699-1618
Ms. Jessica G. Miles, P.E., Chief
Public Water Supply Section
Division of Environmental Health
NCDENR
1634 Mail Service Center
Raleigh, NC 27699-1634
Mr Ernie Fuller
Air Quality Regional Supervisor
Division of Air Quality
NCDENR
1628 Mail Service Center
Raleigh, NC 27699-1628
Mr. Bill Meyer, Director
Division of Waste Management
NCDENR
1646 Mail Service Center
Raleigh, NC 27699-1646
Mr. Richard M. Fry, CHP, Director,
Division of Radiation Protection
NCDENR
1645 Mail Service Center
Raleigh, NC 27609-1645
Mr. John N. Morris, Director
Division of Water Resouces
1611 Mail Service Center
Raleigh, NC 27699-1611
Mr. J. Robin Haden, Chief
Radioactive Materials Section
NCDENR
1645 Mail Service Center
Raleigh, NC 27609-1645
4
c Z
Mr. Ken Schuster, P.E.
Regional Water Quality
Supervisor
Division of Water Quality
NCDENR
1628 Mail Service Center
Raleigh, NC 27699-1628
Mr. Matt Matthews
Aquatic Survey and
Toxicological Unit
Water Quality Laboratory
1621 Mail Service Center
Raleigh, NC 27699-1621
Mr. Michael L. Douglas
Regional Engineer
Public Water Supply Section
NCDENR
1628 Mail Service Center
Raleigh, NC 27699-1628
Ms. Laura S. Butler, P.E.,
Chief, Air Permits Section
Division of Air Quality
NCDENR
1641 Mail Service Center
Raleigh, NC 27699-1641
Ms. Jill B. Pafford, Acting Chief
Hazardous Waste Branch
Division of Waste Management
NCDENR
1601 Mail Service Center
Raleigh, NC 27699-1601

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Discharge A
NO. 002
(126 GPD)
113
HAW
RI4ER
261
Overflow
33
172
Fire
Pond
220 •
Potable
Water
Treatment
8
5
Alum
Settling
Pond
> WATER >
(> EVAPORATION_.._._.....>
— —). STEAM — — — —>
— —> OIL ------)
0.2
4.9
Steam
Boilers
14
HVAC,
Air Compressor
and Steam
Condensate
15
91.5
0.5
Storm
Water
15
A
Air Dryer
5 Y
Process
7.5
Storm
Water
86 r�
Cooling Towers
TW-1, 4, 5(6-1
1.5
Oil Mist
Air Pollution
Control
System
0.75 r
Oil
Pre -Treatment
e
28.5 .,
0.75
10 I 7' l r..
Y
57.5 Sanitary
10
0.5
Concentrated Oil
! Emulsion
Shipped Off -site
SCHEMATIC OF WATER FLOW
HONEYWELL INTERNATIONAL INC.
MONCURE, CHATHAM COUNTY
NORTH CAROLINA
NC0001899
Polishing Pond
4.7
5.7
Beam
Cleaning
1.0 I ---
>i Wastewater
Treatment
(93 GPD) Plant
87.3
C12
Disinfection
Discharge
NO. 001
(92 GPD)
All values are in Thousands of Gallons Per Day
1/26/2001

RE: permit renewal application - NC0001899
Subject: RE: permit renewal application - NC0001899
Date: Mon, 5 Feb 2001 06:50:47 -0700
From: "Boyer, Bill (Polymers)" <[e-mail]>
To: 'Charles Weaver' <[e-mail]>
Mr. Weaver,
Thanks for acknowledging receipt of our permit renewal application. I was
out of the office last week, but everything was ready to mail except the
priority pollutant analysis (which hadn't been received from the lab when I
left the office on 1/26/01). The lab data was received on 1/29/01 and added
to package. The application package should have been complete with all
requested information.
I've already spoken with Ms. Wilson of your Unit and hopefully we can
maintain good communication of proposed changes to the permit prior to
issuance.
I understand your difficulty in trying to turn around permit renewal
applications in a timely manner when working with a shortage of permit
review engineers.
I don't see a need to hurry the process. Our current permit is effective
through 7/31/01.
By the way, you may have heard that Honeywell shareholders approved the
merger of a wholly owned subsidiary of General Electric. The merger can not
be finalized until approval is received from government authorities in the
US and Europe. Expected date of merger is end of February or early March. I
will complete and submit a permit name/ownership change form to the NPDES
Unit as soon as the merger is finalized.
Thanks,
Bill Boyer
Honeywell International Inc.
Original Message
From: Charles Weaver[mailto:[e-mail]]
Sent: Thursday, February 01, 2001 7:51 AM
To: [e-mail]
Subject: permit renewal application - NC0001899
Mr. Boyer, the NPDES Unit received your permit renewal application on
January 31, 2001. Thank you for submitting this package.
A member of the NPDES Unit staff will prepare the draft permit for your
facility. If that staff member has any additional questions about your
application he or she will contact you directly. Please be aware that
the NPDES Unit has been working with at least 2 (and as many as 5)
vacant positions since mid-1998. This staff shortage is delaying all
of our work. While no severe delays are expected in the handling of
your application, it is one of many the Unit is reviewing. We
appreciate your patience and understanding as we operate with a
depleted staff.
If you have any questions about your applications (or the permit process
in general), simply reply to this e-mail.
Sincerely,
Charles H. Weaver, Jr.
NPDES Unit
1 of 1 2/9/2001 10:47 AA'

Honeywell
Performance Polymers
Honeywell
P.O. Box 166
338 Pea Ridge Road
Moncure, NC 27559
919 542-2200
919 542-1248 Fax
January 29, 2001
Mr. Charles H. Weaver, Jr.
NC Department of Environment and
Natural Resources
Division of Water Quality
NPDES Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Subject: NPDES Permit Renewal Application
Honeywell International Inc.
NC0001899
Dear Mr. Weaver:
Honeywell International requests that the NPDES permit for its facility in Moncure, NC (NPDES
Permit No. NC0001899) be renewed. The permit would continue to allow Honeywell to discharge water
from two outfalls into receiving waters designated as the Haw River and Shaddox Creek in the Cape
Fear River Basin. Enclosed are a signed North Carolina NPDES Application Form C and two copies.
Honeywell's Moncure, North Carolina facility has not made any operational or process changes that
impact the wastewater treatment plant since the last NPDES permit application. Since there has not
been a significarr 'e change in hydraulic or organic loading on the wastewater treatment plant,
Honeywell requests that the NPDES effluent limitations and monitoring requirements remain the
same as those in the existing permit with the following exceptions:
1. Honeywell requests a reduction in the monitoring requirements for all OCPSF compounds. Over
the last three years a result of "less than quantitation limit" has been obtained for all OCPSF
compounds with one exception. A July 7, 1999 effluent sample was reported as having 0.6 pg/1
carbon tetrachloride, which was just above the method quantitation limit of 0.5 pg/1. Carbon
tetrachloride is not used in the plant and it has not been detected in the five quarterly samples
since July 1999. Annual OCPSF sampling is requested in the new NPDES permit along with the
current provision on monitoring should any OCPSF compound be detected.
C4ac,iw�.r P
2. Honeywell does not believe a biocide condition (Part III, G. of current permit) is necessary for this
facility. All of the non -process cooling towers (four towers) drain solids (blow down) to the Y,
wastewater treatment plant and the two polymer process -related cooling towers have no solids L"
blow down. Based on previous communication with the NPDES Permits Unit Honeywell Fes,.
understands that the condition pertained only to biocides that might be used in cooling systems )!‘„
with solids blow down to outfall 002.
3. Honeywell is a participant in the coordinated instream monitoring efforts within the upper portion
of the Cape Fear River Basin. Pursuant to the memorandum of agreement between the Upper
Cape Fear River Basin Association (UCFRBA) and the North Carolina Department of Environment
and Natural Resources, Honeywell understands that any instream monitoring requirements
specified within the new permit will be waived as long as Honeywell remains a member of the
UCFRBA. This agreement should be described in the effluent limitations and monitoring
requirements section of the new permit.

January 29, 2001
Mr. Charles H. Weaver, Jr.
Page 2 of 2
4. Honeywell requests that it be allowed to continue to use EPA test method 524.2 as a substitute for
test methods in 40 CFR Part 136 to monitor OCPSF parameters.
Honeywell considers the production capacity of its process and annual production information to be
confidential business information. This information has not been submitted with this application per a
telephone conversation between you and W. L. Boyer of my staff. Please contact me if the NPDES
Permits Unit now needs this information for the permit renewal. The data can be submitted in a
confidential information package and appropriate handling would be requested of the NPDES Permits
Unit.
Thank you for your consideration of these comments. If we can provide any further information or
should you have any questions, please call W. L. Boyer of my staff at [phone].
Sincerely,
Alexander J. Carnevale
Plant Manager
Enclosures: NPDES Application Form C with Supplemental Documentation
Narrative Description of Wastewater Treatment Process
OCPSF Results for Last Three Years
Priority Pollutant Analysis
With Enclosures
cc: M. M. Borchers
W. L. Boyer
T. Staab
B. L. Butler W/O Enclosures
W. D. Finch W/O Enclosures
rivq) 5'tee itilA(4f P412- 1042s Ar1N1x, L +4V4. P214E sS Ft
stAigs

HONEYWELL INTERNATIONAL INC.
MONCURE, NORTH CAROLINA
NC0001899
NARRATIVE DESCRIPTION OF WASTEWATER TREATMENT PROCESS
I. Present Operating Status
A. Outfall 001
Honeywell's Moncure, North Carolina facility operates a 0.244 MGD wastewater treatment facility
with the following components and final discharge through outfall 001 to the Haw River.
Sanitary Flow Bar Screen and Grinder
Process Wastewater Bar Screen
Neutralization Chamber
Aeration Basin
Clarifier Sludge Drying Bed
Optional Polishing Pond
Chlorine Gas Disinfection
Chlorine Contact Chamber
Underground Pipeline to the Haw River
Wastewater Sources and Pretreatment
Two separate pipelines transport process and sanitary waste to the wastewater treatment plant.
Process wastewater comes primarily from6on-process cooling tower blowdown with smaller
contributions from steam condensate) regenerated water from water softeners, demineralizer
blowdown, water ri sn a from polyester parts cleaning operations stormwater from raw material
handling areas, finish oil pretreatment (ultrafiltration permeate), beamocleaning and manning
b ilding floor drains.
Sanitary wastewater comes primarily from plant restrooms, cafeteria, and custodial sinks. The plant
has a separate sanitary collection system that flows to a lift station. Sanitary waste is blended in a
comminutor, or the comminutor may be bypassed in the event of mechanical failure and the flow would
be directed through a bar screen. From the lift station the sanitary influent is pumped directly into the
aeration basin.
The process wastewater flows into an adjacent lift station from which it is pumped into a 1,200 gallon
neutralization/mixing basin at the north end of the aeration basin. A Lightnin mixer provides thorough
mixing to keep settleable solids in suspension. A pH probe is used to sense influent flow pH and
transmit a signal to the pH controller/recorder. The pH controller regulates the speed of a sulfuric acid
pump, which maintains pH control of the mixing basin. The mixing basin discharges through a 6" pipe
into the aeration basin.
1. Aeration Basin
The aeration basin has a capacity of 650,000 gallons and provides a hydraulic detention time of 7 —8
days based on an influent rate of 60gpm ,.The basin contains four floating aerators to introduce oxygen
into the water and keeps the solids in suspension.
2. Clarifier
Water from the aeration basin overflows a weir into a 20' diameter clarifier. The clarifier is designed for
440 gallons/sq. ft./day. A liquid coagulant (NalcolyteTM 7135 Coagulant) is added to the water as it flows
from the aeration basin to the clarifier as an aid in settling solids in the clarifier. The clarifier is
equipped with surface and bottom sweep arms. The surface sweep arm directs floating solids to a scum
pit. The bottom sweep and associated sludge pumps remove settled solids from the bottom of the
clarifier and either pumps the return sludge back into the aeration basin or pumps it to the sand
drying bed.
Clarifier overflow can be valved to a one -million gallon capacity polishing pond for additional solids
removal or directly to the chlorine contact chamber.
3. Chlorine Contact Chamber
Overflow from the clarifier, water from the polishing pond or a blended flow from both structures
enters a 9' X 37' X3' chlorine contact chamber that is designed for a minimum of 30 minutes contact
time at a flow rate of 90 gpm. The chlorinators located in wastewater treatment plant lab building are
manually controlled and the chlorination room is equipped with a chlor-alert alarm system. Chlorine is
supplied to the chlorinators through scale -mounted 150 1b. cylinders. Chlorine recirculation pumps
transfer water from the effluent end of the chlorine contact chamber and supplies the diluted water
through the chlorine injector. The chlorinated water is returned through a submerged diffuser to the
influent end of the contact chamber.
h. ouyr ; .,,t

Honeywell International Inc.
NC0001899
Effluent flow from the chlorine contact chamber is measured before it enters an underground pipeline
that discharges directly into the Haw River.
B. Outfall 002
Stormwater, steam condensate, air dryer condensate, and fire pond overflow discharge through outfall
002 to Shaddox Creek.
II. Potential Facility Changes: Only two changes are anticipated at the wastewater treatment
facility in the next five (5) years. One is to add a second sludge drying bed and the second is to add a
pumping station at the polishing pond so water can be pumped back to the aeration basin. The return
of polishing pond water would improve treatment plant performance during low influent flow
situations.
III. Schematic of Wastewater Flow: Enclosed
IV. Location Map: Enclosed
V. Sludge Disposal: Sludge that is waste from the biological system is pumped to a sand drying bed
where the water drains through the sand into a collection system that leads to a sump. The sump is
equipped with an automatic level control switch and the water is returned directly to the aeration
basin. Once the sludge is dried it is shoveled off the bed into a metal dumpster and transported to
Waste Industries' Sampson County Landfill. The landfill recently required a re -characterization of the
sludge. A sample of the dried sludge was sent for analysis on 9/22/2000. Based on the test results Waste
Industries will continue to accept the sludge. Testing parameters included TCLP RCRA metals,
cyanide/sulfide reactives, flash point, paint filter test and PCBs.
VI. Priority Pollutant Analysis for outfalls 001 (Sample ID Effluent) and outfall 002 (Sample ID
Shaddox Creek) are enclosed. Clarifier overflow (Sample ID Clarifier) was also sampled and analyzed
for VOCs to compare with results from outfall 001 (chlorinated effluent).

Discharge A
NO. 002
(126 GPD)
113
Steam
Bailers„
14
HVAC,
Air Compressor
and Steam
Condensate
91.5
0.5
Storm
Water
A A
15)(
Air Dryer
15
Overflow
33
wr
5
Process
7.5
6
4 Z
1.5
1
HAW
RI\,ER
261
•
Fire
Pond
220 r.
Potable
Water
Treatment
172
Storm
Water
Oil Mist
Air Pollution
Control
System
0.75,r
8
5
0.1
Q
Alum
Settling
Pond
86,y
Cooling Towers
TWA ,4,5,6
c�yti?
( 228.5
A
0.75
Oil
Pre -Treatment
1.25
• 0.5
Concentrated Oil
Emulsion
Shipped Off -site
WATER -�
> EVAPORATION .................>
— —> STEAM — — — —>
— —1► OIL ------>
57.5
4.9
10
Sanitary
10
Beam
Cleaning
1.0 ,
0.2
Q
Polishing Pond
5.7
A
Wastewater
(93Treatment
GPD)
Plant
87.3
4.7
Cl2
Disinfection
• k P20Cc:� &,• LJJ . 2
f0,6c05?/
SCHEMATIC OF WATER FLOW
HONEYWELL INTERNATIONAL INC.
MONCURE, CHATHAM COUNTY
NORTH CAROLINA
NC0001899
1/26/2001
r'
Discharge
NO. 001
(92 GPD)
All values are in Thousands of Gallons Per Day