NC0001121_Issuance of Permit_20060823

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Kenneth Verhulst, Plant Manager
Dynapar Corporation
2100 West Broad Street
Elizabethtown, North Carolina 28337
Dear Mr. Verhulst:
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, Director
Division of Water Quality
August 23, 2006
Subject: Issuance of NPDES Permit NC0001121
Danaher Sensors and Controls
2100 West Broad Street
Bladen County
The Division of Water Quality (the Division) hereby issues the attached NPDES permit for the subject
facility. 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, or as subsequently amended.
Changes to Your Previous Permit. Based on your Discharge Monitoring Reports (DMRs) and the newly
developed permitting strategies for the Cape Fear River, the Division has made the following decisions
regarding your previous permit:
Categorical Permit Limits — updated permit limits considering Metal Finishing Point
Source Category §40CFR Part 433, and applied new limits at Final Outfall 004
Cyanide — revised limits [according to 40CFR §433.13(b)].
Total Residual Chlorine (TRC) — Added permit limit of 28 µg/L., as required by the newly
adopted statewide stream standard for chlorine. Monitoring is required only if you use chlorine
at your facility.
Corrections to Your Draft Permit. After further review, the Division has removed Total Nitrogen and
Total Phosphorus (TN/TP) monitoring. The Division revisited your renewal application noting that you do
not discharge sanitary sewer with your effluent. It follows then, that your effluent has no component of
biochemical oxygen demand (BOD). Therefore, TN/TP monitoring will not be necessary and have been
removed from the final permit.
Concerning Total Toxic Organics (TTO) Reporting and Certification. The Division has reviewed your
"certification" statement on the signature page of your monthly Discharge Monitoring Reports (DMRs).
Your statement is inconsistent with wording provided in §40CFR 433.11(e), as footnoted in your permit
[see permit section A. (4.)]. Please correct this wording on all future DMRs.
N. C. Division of Water Quality / NPDES Unit Phone: [phone]
1617 Mail Service Center, Raleigh, NC 27699-1617 fax: [phone]
Internet: h2o.enr.state. nc.us DENR Customer Service Center: 1800 623-7748

Permit NC0001121
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby
revoked, and as of this issuance, any previously issued permit bearing this number is no longer effective.
Therefore, the exclusive authority to operate and discharge from this facility arises under the permit
conditions, requirements, terms, and provisions described herein.
Dynapar Corporation
is hereby authorized to:
1. continue to operate an existing wastewater treatment facility with design flow of 0.17 MGD for
process -contact wastewater (Outfall 001) consisting of
• chromium and cyanide batch treatment tanks,
• acid -alkaline holding tank,
• clarifier,
• plate and frame press, and;
2. continue to operate once -through, non process -contact cooling water facilities (Outfall 002), and;
3. continue to operate a 0.152 MGD groundwater -remediation -related wastewater treatment system
including a packed -tower air stripper (Outfall 003), and;
4. continue to combine wastewaters from internal Outfalls 001, 002 and 003 at a final wastewater
Outfall 004;
all outfalls and facilities located at Danaher Industrial Controls, 2100 West Broad Street, north of
Elizabethtown in Bladen County, and;
5. continue to discharge from the above -listed facilities, at the locations specified on the attached map,
finally into the Cape Fear River, a Class C stream in the Cape Fear River Basin.

Dynapar Corporation
Danaher Sensors and Controls WWTP
State Grid/Ouad: 124 NE / Elizabethtown N, NC Permitted Flow: Not limited
Latitude: 34° 38' 55" N Longitude: 78° 37' 30" W
Receiving Stream: Cape Fear River Sub -Basin: 03-06-16
Drainage Basin: Cape Fear River Basin Stream Class: C
Facility
Location
Awqw-
not to scale
North NPDES Permit NCOOO1121
Bladen Count

Permit NC0001121
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (001)
Beginning on the permit effective date and lasting until permit expiration, the Permittee is authorized to
discharge process wastewater from Outfall 001. Such discharges shall be limited and monitored by the
Permittee as specified below:
PARAMETER
LIMITS
MONITORING REQUIREMENTS
Monthly Daily
Average Maximum
Measurement Sample Type Sample
Frequency ; ;: , . Locations
Flow
Monthly
Continuous Recording Influent or Effluent
*Note: The Permittee shall monitor this internal outfall prior to mixing with other waste streams.
A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (002)
Beginning on the permit effective date and lasting until permit expiration, the Permittee is authorized to
discharge non -contact cooling water from Outfall 002. Such discharges shall be limited and monitored
by the Permittee as specified below:
Notes:
1. The Permittee shall monitor this internal outfall prior to mixing with other waste streams.
2. The Permittee shall add no chromium, zinc or copper to the treatment system except as a pre -approved
biocide additive. The Permittee shall obtain authorization from the Division prior to using cooling -water
biocide additives [see Special Condition A. (5.)].
A. (3.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (003)
Beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to
discharge remediated groundwater from Outfall 003. Such discharges shall be limited and monitored by
the Permittee as specified below:
LIMITS
MONITORING
PARAMETER
REQUIREMENTS
Monthly
Monthly Daily
Measurement Sample Type Sample
Avera a Maximum
Frequency . Location'
Flow
Frequency Type Location*
Monthly Instantaneous Effluent
Notes:
1. The Permittee shall monitor this internal outfall prior to mixing with other waste streams.
2. The Permittee shall add no chromium, zinc or copper to the treatment system except as a pre -approved
biocide additive. The Permittee shall obtain authorization from the Division prior to using cooling -water
biocide additives [see Special Condition A. (5.)].
A. (3.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (003)
Beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to
discharge remediated groundwater from Outfall 003. Such discharges shall be limited and monitored by
the Permittee as specified below:
*Note: The Permittee shall monitor and sample this internal outfall prior to mixing with other waste streams.
LIMITS
MONITORING
PARAMETER
REQUIREMENTS
Monthly
Daily
Measurement Sample Sample
Average
Maximum
Frequency Type Location*
Flow
0.152 MGD
Continuous Recording Influent or
Effluent
Perchloroethylene )
Quarterly Grab Effluent
*Note: The Permittee shall monitor and sample this internal outfall prior to mixing with other waste streams.

Permit NC0001121
A. (4.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (004)
Beginning on the permit effective date and lasting until permit expiration, the Permittee is authorized to
discharge from final Outfall 004 (combined discharges from Outfalls 001, 002, and 003). Such
discharges shall be limited and monitored by the Permittee as specified below:
PARAMETER
LL NUTS
MONITORING
REQUIREMENTS
Monthly Average Daily Maximum Measurement Sample Type
Frequency
Sample
Location
Flow MGD
Weekly
Instantaneous
Effluent
Total Suspended Solids
49.12 lbs/day
95.08 lbs/day
Weekly
Composite
Effluent
Oil & Grease
41.20 lbs/day
82.40 lbs/day
Weekly
Grab
Effluent
Tem eraturel
Daily
Grab
Effluent
H
> 6.0 and < 9.0 standard units
Weekly
Grab
Effluent
Total Residual Chlorine
28 /L
Weekly
Grab
Effluent
Total Cadmium
0.04 lbs/day
0.11lbs/day
Weekly
Composite
Effluent
Total Chromium
2.71 lbs/day
4,39 lbs/day
Weekly
Composite
Effluent
Total Copper
3.28 lbs/day
5.36 lbs/day
Weekly
Composite
Effluent
Total Cyanide
0.51 lbs/day
1.36 lbs/day
Weekly
Grab
Effluent
Total Lead
0.68 lbs/day
1.09 lbs/day
Weekly
Composite
Effluent
Total Nickel
3.77 lbs/day
6.31 lbs/day
Weekly
Composite
Effluent
Total Silver
0.38 lbs/day
0.68 lbs/day
Weekly
Composite
Effluent
Total Zinc
2.22 lbs/day
4.14 lbs/day
Weekly
Com osite
Effluent
Total Toxic Organics 2
3.38 lbs/day
Monthly
Grab
Effluent
Acute Toxicity3
Quarterly
Composite
Effluent
Notes:
1. Effluent temperature shall not cause the receiving -stream temperature to increase more than 2.8 °C, and in no case,
cause the ambient receiving -stream temperature to exceed 32.0 °C.
2. Total Toxic Organics comprises the summation of all quantifiable values greater than 0.01 milligrams per liter from the
list of toxic organics in §40 CFR 433.11(e). In lieu of monitoring for Total Toxic Organics, the Permittee may submit the
following Certification Statement:
"Based on my inquiry of the person or persons directly responsible for managing compliance with
the permit limitation for Total Toxic Organics, I certify, to the best of my knowledge and belief, no
dumping of concentrated toxic organics into the wastewater has occurred since the filing of the last
discharge monitoring report."
3. Acute Toxicity (Fathead Minnow 24-hour). No Significant Mortality at an effluent concentration of 90% with testing in
March, June, September and December [see A. (6.)].
The Permittee shall discharge from this final outfall, no floating solids or foam visible in other than trace
amounts.
A. (5.) BIOCIDE --SPECIAL CONDITION
The Permittee shall add no chromium, zinc or copper to the treatment system except as pre -approved
BIOCIDE additive compounds.
The Permittee shall obtain approval from the Division's Aquatic Toxicology Unit prior to using any biocide. The
Permittee shall request the Division's approval of any biocide a minimum of 90 days in advance of planned
usage. For detailed instructions on requesting biocide approval, contact:
NC DENR / DWQ / Aquatic Toxicology Unit
1621 Mail Service Center
Raleigh, North Carolina 27699-1621

Permit NC0001121
A. (6.) ACUTE TOXICITY PASS/FAIL — SPECIAL CONDITION (Quarterly)
The Permittee shall conduct acute toxicity tests on a quarterly basis using protocols defined in the North
Carolina Procedure Document entitled "Pass/Fail Methodology For Determining Acute Toxicity In A Single
Effluent Concentration" (Revised -July, 1992 or subsequent versions). The monitoring shall be performed as a
Fathead Minnow (Pimephales promelas) 24-hour static test. The effluent concentration at which there may be at
no time significant acute mortality is 90% (defined as treatment two in the procedure document). Effluent
samples for self-monitoring purposes must be obtained during representative effluent discharge below all waste
treatment. The tests will be performed during the months of March, June, September and December.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR -1) for the month in which it was performed, using the parameter code TGE6C.
Additionally, DWQ Form AT -2 (original) is to be sent to the following address:
Attention: NC DENR DWQ / Environmental Sciences Section
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Section no later than 30
days after the end of the reporting period for which the report is made.
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 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 any single quarterly monitoring indicate a failure to meet specified limits, then monthly monitoring will
begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will
revert to quarterly in the months specified above.
Should the Permittee fail to monitor during a month in which toxicity monitoring is required, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this monthly test
requirement will revert to quarterly in the months specified above.
Should any test data from either these monitoring requirements or tests performed by the North Carolina Division
of 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.

NORTH CAROLINA
Cumberland County
Public Notice
STATE OF
NORTH CAROLINA
ENVIRONMENTAL
MANAGEMEN'l'
COMMISSIONINPDES UNIT
1617 MAIL SERVICE
CENTER
RALEIGH, NC 27699-1617
NOTIFICATION OF INTENT
TO ISSUE A NPDES
WASTEWATER PERMIT
On the basis of thomugh
staff review and application
of NC General Statute
143.21, Public law 92-500
and other lawful standards
and regulations, the North
Carolina Environmental
Management Commission
proposes to issue a National
Pollutant Discharge Elimina-
tion System (NPDES) waste -
water discharge permit to
the persona) listed below
effective 45 days from the
publish date of this notice.
Written comments regarding
the proposed permit will be
accepted until 30 days after
the publish date of this no-
tice. All comments received
prior to that date are eonsid -
ered in the final determine -
tions regarding the pro -
pusref permit The Director
of the NC Division of Water
Quality may decide to (told a
public mewing for die Pm -
poscd permit should the Dir -
vision receive a significant
degree of public interest.
Cupim of the draft pcmvt
and other supporting Infm.
mation on file used to deter -
.a. conditions present In
the draft permit are available
upon request and payment
of the costs of reptntlucdon.
Mail comments antUor re-
qupU for information to the
NC Division of Water Quality
at the shove address or call
the Point Source Branch at
[phone], extension
363. Pleaseinclude the
NPDES Permit number(at-
tached) m any communis -
tion. Interested persons may
also visit the Division of Wa-
ter Quality at 512 N. Salls -
Strect, Raleig7ti tiNC
n 1148 be ;V the
hours of 8:00 am. and 5:00
p.m. to review information
on file.
ppyy�rrappaar Corporation,
(NC1X101721) has applied to
renew its NPPDES permit dis-
charging to the Cape Faar
River located within the
Cape Fear River Basin. The
pacamet�s TSS,. Oil ami
Grose, Total Residual
Chi -tine, Total Copper, Total
Chromium, Total Cyartide,
Total Lead, Total Nickel. To -
W Silver, Total Zinc, atewa-
ter quality limited. This dis-
charge tnay affect tenure
wastelead allocations to the
receiving stream.
6/23 767060
AFFIDAVIT OF PUBLICATION
Betore the unaersignea, a Notary FUNIC OT saia county ana state, auly
commissioned and authorized to administer oaths, affirmations, etc.,
personally appeared. CINDY L. OROZCO
Who, being duly sworn or affirmed, according to law, doth depose and say
that he/she is LEGAL SECRETARY
of THE FAYETTEVILLE PUBLISHING COMPANY, a corporation organized
and doing business under the Laws of the State of North Carolina, and
publishing a newspaper known as the FAYETTEVILLE OBSERVER, in the
City of Fayetteville, County and State aforesaid, and that as such he/she
makes this affidavit; that he/she is familiar with the books, files and
business of said Corporation and by reference to the files of said
publication the attached advertisement of CL Legal Line
DYNEPAR CORP/NC0001121
of NCDENR/DWQ/NPDES
was inserted in the aforesaid newspaper in space, and on dates as follows:
6/23/2006
and at the time of such publication The Fayetteville Observer was a
newspaper meeting all the requirements and qualifications prescribed by
Sec. No. 1-597 G.S. of N.C.
The above is correctly copied from the books and files of the aforesaid
corporation and publication.
LEGAL SECRETARY
Title
Sworn or affirmed to, and subscribed before me, this 23 day
�of June, A.D., 2006.
In Testimony Whereof, I have hereunto set my hand and affixed my
official seal, the day and year aforesaid.
Notary PAblic
IMy commission expires 9th day of MARCH, 2009.
MAIL TO: NCDENR/DWQ/NPDES
1617 MAIL SERVICE CENTER, ,
RALEIGH, NC 27699
0000767060

Draft Permit Reviews (3)
Subject: Draft Permit Reviews (3)
From: John Giorgino <[e-mail]>
Date: Mon, 24 Jul 2006 07:30:55 -0400
To: Joe Corporon <[e-mail]>
Hi Joe, I have reviewed the following:
NC0001121vW Danaher Sensors and Controls
NCO068861 - Bethel Water Treatment Plant
NCO081736 - New Hanover Cty Airport WWTP
I have no comments. Thanks for forwarding them.
John Giorgino
Environmental Biologist
North Carolina Division of Water Quality
Environmental Sciences Section
Aquatic Toxicology Unit
Mailing Address:
1621 MSC
Raleigh, NC 27699-1621
Office: 919 733-2136
Fax: [phone]
1 of 1 7/24/2006 7:51 AM

DENR / DWQ / NPDES Unit ! Q �I
! / ACT SHEET FOR NPDES PERMIT DEVELOPME''
�V NPDES Permit NC0001121 � i
JUL 521006
INTRODUCTION
Dynapar Corporation (herein referred to as Dynapar or the Permittee) requi4s a Natiq! AhiN
Discharge Elimination System (NPDES) permit to dispose treated wastewater to the o
the state. The Permittee's 5 -year NPDES permit expires October 31, 2006 and they.have requested
renewal from the Division of Water Quality (the Division). This Fact Sheet summarizes background
information and rationale used by the Division's NPDES Unit to determine permit limits and conditions.
FACILITY RECORDS REVI Pal",
Facility Description. Dynapar ale 1) operates the Danaher Sensors and Controls WWTP,
Elizabethtown, uilfor unty, a discharger governed under categorical Metal Finishing Point Source
Category (§40CF Part 433). This facility generates and treats wastes on-site related to the
manufacturing of data counters (for flow meters and odometers), timers and relays, and voting
machines. Domestic sanitary sewer generated at the plant is treated at the Elizabethtown WWTP and is
not part of this effluent. The Permittee monitors four outfalls. These include:
Outfalls
Internal 001 — process -contact wastewater (est. 0.020 MGD)
Internal 002 — non -contact cooling water (est. 0.002 MGD)
Internal 003 — treated groundwater (ongoing remediation); limited flow 0.152 MGD
Final 004 — (combines internal Outfalls 001, 002, and 003) discharge est. 0.182 MGD
Table 1. Dvnanar Cornoration / Danaher Sensors and Controls WWTP
Fact Sheet
Relwal -- NPDES Permit NC0001121
I Page 1 of 5
Facility Information
Applicant/FacilityApplicant/Facility Name
Dynapar Corporation / Danaher Sensors and Controls WWTP
Applicant Address
2100 West Broad Street, Elizabethtown, NC 28337
Facility Address
Same as above
Permitted Flow MGD
Not limited; governed by Middle Cape Fear Nutrient Strategy lOMa 06
Type of Waste
Industrialprocess-contact, cooling water, and GW REM wastewater.
Facility/Permit Status
Class II, Minor / Renewal
Drainage Basin / County
Cape Fear / Bladen
Miscellaneous
Receiving Stream
Cape Fear River
Regional Office Fayetteville
Stream Classification
C
State Grid / USGS Quad 124 NE / Elizabethtown N, NC
303(d) Listed?
Not listed
Permit Writer Joe R. Corporon
Subbasin
03-06-16
Date: 07JunO6
Drainage Areas . mi.
5016
0
Lat. 340 38' 55" N Long. 79° 37' 30" W
Summer 7Q10 cfs)
740
Winter 7Q10 (cfs)
914
30Q2 cfs
--
Average Flow cfs
IWC (%)
—
Fact Sheet
Relwal -- NPDES Permit NC0001121
I Page 1 of 5

Notices of Violation (NOVs). Division records show several limit violations and related NOVs for
the period January 2004 through May 2006 (Table 2). The Division evaluates permit limit
compliance at final Outfall 004 (discharge to the environment).
Table 2 Compliance History - Limit Violations
Date
Parameter
Frequency
Limit
lbs/da
Reported
lbs/da
Violation
exceeded
Action
Nov04
Oil & Grease
I/Week
10.15
11.7
Daily Max
Proceeded to NOV
Au 05
Total Copper
1/Week
0.66
0.90
Daily Max
Proceeded to NOV
Jan06
Total Zinc
1/Week
0.51
0.97
Daily Max
Proceeded to NOV
Feb06
TSS
1/Week
11.71
13.80
Daily Max
None
Feb06
TSS
1/Week
6.0
6.4
Monthly Ave
None
Whole Effluent Toxicity (WET) Test. The Permittee's records show "pass" for quarterly acute
toxicity tests (TGE6C), a 24-hour "pass/fail" static test, from March 2002 through June 2005. The
Permittee failed the WET test in October 2005, but passed subsequent tests in November and December
2005, and again passed its regular quarterly test in March 2006.
PERMITTING STRATEGIES
Cape Fear Nutrient Strategy - 2006. Because of increasing concerns about nutrients and oxygen -
consuming wastes in the Cape Fear River, the Division renewed this permit in accord with newly
established nutrient -monitoring requirements described in the Supplement to NPDES Permitting
Strategies for the Cape Fear River Basin, 2006 Permit Renewal (May 10, 2006). Monitoring conditions
are therefore, in part, governed by this discharge's location within the Middle Cape Fear portion of this
basin (Subbasin 03-06-16), and the Permittee's continuous discharge.
Flow at final Outfall 004 is not permit -limited. Therefore, the Division based nutrient monitoring
requirements on a minimum <0.050 MGD discharge to the environment at Outfall 004 (reported monthly
combined discharge average 0.182 MGD). Therefore, in deference to the 2006 policy, beginning on the
permit effective date, the Permittee shall provide 1/Quarter sampling and analysis (no permit limits) for
Total Nitrogen (TN) and Total Phosphorus (TP) [See permit section, A. (4.)], even if only to document
that there is no significant TN or TP contribution from this discharge to the receiving -stream
environment.
Metal Finishing Point Source Category, §40CFR Part 433. Previous NPDES permits categorized
Dynapar / Danaher Sensors and Controls as a metal finisher with effluent guidelines applicable from §40
CFR 433.13(a) BPT and 433.14(a) BAT, as published July 1, 2003. The Division has applied 433.13(a)
BPT as the more stringent, and has also added 433.13(b) applicable to the Permittee's use of cyanide
processes for this renewal. Cyanide detection at Outfall 004 is several orders of magnitude lower than the
new permit limits, based on DMRs (Appendix B), therefore compliance is not an issue. Categorical
guidelines summarizing the parameters of concern are presented in Table 2. Similar to the last permit, the
Division has applied permit limits to final Outfall 004 and converted concentration -based limits to mass -
based limits to avoid any bias by dilution (see Permit Limits Calculation).
Fact Sheet
Renewal -- NPDES NC0001121
Page 3 of 5
� o•

PROPOSED SCHEDULE OF ISSUANCE
Draft Permit to Public Notice:
Permit Scheduled to Issue:
NPDES UNIT CONTACT
If you have questions re arc
contact Joe Corporon at 0 19)
NAME:
June 21, 2006
August 14, 2006
f'/the above information or on the attached permit, please
ext. 597.
DATE: '
GIONAL QFFICE COMMENTS
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DATE: 2'
REGIONAL SUPERVISOR: 11.1i(JL,,� /�L� '0'6 ryV DATE: % L
NPDES PROGRAM SUPERVISOR: DATE:
for Matt Matthews
Fact Sheet
Renewal -- NPDES NC0001121
Page 5 of 5

Fact Sheet --Appendix A
Dynapar Corporation / Danaher Sensors and Controls
NC0001211
Average Monthly Flow for Outfall 001
(source: monthly Discharge Montoring Reports)
Year
Month 2003 2004 2005 2006
Jan
0.0151
0.0129
0.0206
Feb
0.0190
0.0150
0.0212
Mar
0.0206
0.0165
0.0211
Apr
0.0211
0.0146
0.0232
May
0.0185
0.0152
0.0241
Jun
0.0163
0.0136
0.0228
Jul
0.0166
0.0150
0.0247
Aug
0.0173
0.0122
0.0260
Sep
0.0177
0.0126
0.0266
Oct
0.0166
0.0127
0.0285
Nov
0.0178
0.0164
0.0260
Dec
0.0185
0.0167
0.0272
Averages
0.0179
0.0145
0.0243
Cycle Average for monthly flow = 0.019 MGD
0.0243
0.0140
0.0183
0.0170

Fact Sheet --Appendix B
Year
Month
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Dynapar Corporation / Danaher Sensors and Controls
NCOOO1211
Cyanide Data for Outfall 004 NOTE: All results in lbs/day.
(source: monthly Discharge Montoring Reports)
2003 2004 2005 2006
ND
0.003, .012
ND
ND
.005, .005
0.3900
0.005
ND
0.008
ND
0.109
ND
ND
.007, .002
ND
0.009
ND
ND
ND
0.1220
.012, .140
ND
ND
ND
ND
0.004
0.012
0.029
ND
ND
009_018
O.p09
ND
ND
0.006
ND
et
v LL 0 c `�
1
(_ 5L
ND
ND
ND
ND

• NC DENR - DIVISON OF WATER QUALITY
.0311 CAPE FEAR RIVER BASIN
2B .0300
Classification
Name of Stream Description Class Date Index No.
CAPE FEAR RIVER
From a point 0.5 mile
WS-IV;CA
08/03/92
18-(25.5)
Rosehill Road
upstream of City of
Cross Creek (Big Cross
Fayetteville water supply
WS-IV;CA
08/03/92
18-27-(2.5)
Creek)
intake to City of
Fayetteville water supply
intake
CAPE FEAR RIVER "
From City of Fayetteville
`- V,"-N0Mj0t-
04/01/59
IS -(26) i',M
Cross Creek (Big Cross
water supply intake to mouth
C
03/01/77
18-27-(3)
Creek)
of Hammond Creek
Cross Creek (Big Cross
From source to a point 0.5
WS -IV
08/03/92
18-27-(1)
Creek) (Texas Pond, Smith
mile upstream of water
Lake, Rose Lake)
supply intake at Murchison
WS -IV
06/03/92
18-27-4-(1)
Doone Lake, Kornbow, Lake,
Road in Fayetteville
Unnamed Tributary near
From source to dam at
WS-IV,B
08/03/92
18-27-2-(1)
Rosehill Road (Country
Country Club Lake
WS-IV;CA
08/03/92
18-27-4-(1.5)
Club Lake)
Unnamed Tributary near
From dam at Country Club
WS -IV
08/03/92
18-27-2-(2)
Rosehill Road
Lake to Cross Creek
Cross Creek (Big Cross
From a point 0.5 mile
WS-IV;CA
08/03/92
18-27-(2.5)
Creek)
upstream of water supply
intake to water supply
intake at Murchison Road
in Fayetteville
Cross Creek (Big Cross
From water supply intake
C
03/01/77
18-27-(3)
Creek)
at Murchison Road in
Fayetteville to Cape Fear
River
Little Cross Creek (Bonnie
From source to a point 0.5
WS -IV
06/03/92
18-27-4-(1)
Doone Lake, Kornbow, Lake,
mile upstream of
Mintz Pond)
backwaters of Glenville Lake
Little Cross Creek
From a point 0.5 mile
WS-IV;CA
08/03/92
18-27-4-(1.5)
(Glenville Lake)
upstream of backwaters of
Glenville Lake to dam at
Glenville Lake
Little Cross Creek
From dam at Glenville Lake
C
03/01/77
18-27-4-(2)
to Cross Creek
Blounts Creek
From source to Cross Creek
C
03/01/77
18-27-5
Branson Creek (Branson Lake)
From source to Blounts Creek
C
03/01/77
18-27-5-1
Hybarts Branch
From source to Branson Creek
C
03/01/77
18-27-5-1-1
Locks Creek
From source to Cape Fear
C
07/01/73
18-28
River
Gum Log Canal
From source to Locks Creek
C
09/01/74
18-28-1
Flat Swamp Ditch
From source to Gum Log Canal
C
09/01/74
18-28-1-1
Reece Creek
From source to Locks Creek
C
09/01/74
18-28-2
Brachcoast Swamp
From source to Reece Creek
C
09/01/74
18-28-2-1
Bakers Swamp
From source to Reece Creek
C
09/01/74
18-28-2-2
Buzzard Branch
From source to Locks Creek
C
09/01/74
18-28-3
Atkinson Canal
From source to Cape Fear
C
09/01/74
18-29
River
34

4 CAPE FEAR RIVER BASIN
Name of Stream
Subbasin
Stream Index Number
Map Number
Class
Butler Branch
CPF14
18-23-16-8-3
F22SW4
WS -III
Butler Creek
CPF24
18-87-18
J28SW4
SA;ORW
Buttermilk Creek
CPF02
16-14-5
C20NE3
WS-II;HQW,NSW
Buxton Branch
CPF20
18-68-18-9
I26SE4
C;Sw
Buzzard Bay
CPF17
18-88-8-2
L27NW7
SA;HQW
Buzzard Branch
CPF15
18-28-3
G23SE7
C
CAPE FEAR RIVER
CPF07
18-(1)
E22SE2
WS -IV
CAPE FEAR RIVER
CPF11
18-(1)
E22SE2
WS -IV
CAPE FEAR RIVER
CPF07
18-(4.5)
E22SE6
WS-IV;CA
CAPE FEAR RIVER
CPF07
18-(5.5)
E22SE6
WS -V
CAPE FEAR RIVER
CPF07
18-(10.5)
E23SW8
WS -IV
CAPE FEAR RIVER
CPF07
18-(16.3)
F23NE8
WS-IV;CA
CAPE FEAR RIVER
CPF07
18-(16.7)
F23NE8
WS -IV
CAPE FEAR RIVER
CPF13
18-(16.7)
F23NE8
WS -IV
CAPE FEAR RIVER
CPF07
18-(20.3)
F24SW5
WS-IV;CA
CAPE FEAR RIVER
CPF13
18-(20.3)
F24SW5
WS-IV;CA
CAPE FEAR RIVER
CPF14
18-(20.3)
F24SW5
WS-IV;CA
CAPE FEAR RIVER
CPF07
18-(20.7)
F24SW5
WS -V
CAPE FEAR RIVER
CPF14
18-(20.7)
F24SW5
WS -V
CAPE FEAR RIVER
CPF15
18-(20.7)
F24SW5
WS -V
CAPE FEAR RIVER
CPF15
18-(23.5)
G24NW4
WS -IV
CAPE FEAR RIVER
CPF15
18-(25.5)
G23SE1
WS-IV;CA
CAPE FEAR RIVER
CPF15
18-(26)
G23SE4
C
f CAPE FEAR RIVER -
CPF16
18-(26) 1OWNW.
G23SE4 IM
C
CAPE FEAR RIVER
CPF16
18-(49)
I25SW4
WS -V
CAPE FEAR RIVER
CPF16
18-(53.5)
I25SW8
WS -IV
CAPE FEAR RIVER
CPF16
18-(58.5)
J25NE8
WS-IV;CA
CAPE FEAR RIVER
CPF16
18-(59)
J25NE8
WS-IV;Sw
CAPE FEAR RIVER
CPF16
18-(62.5)
J26SW1
WS-IV;Sw,CA
CAPE FEAR RIVER
CPF17
18-(62.5)
J26SW1
WS-IV;Sw,CA
CAPE FEAR RIVER
CPF17
18-(63)
J26SW1
C;Sw
CAPE FEAR RIVER
CPF20
18-(63)
J26SW1
C;Sw
CAPE FEAR RIVER
CPF17
18-(71)
J27SW7
SC
CAPE FEAR RIVER (excluding area described
CPF17
18-(87.5)
L27NW1
SA;HQW
below)
Cabin Branch
CPF15
18-31-8
G21SE5
C
Cabin Branch
CPF21
18-74-8-3
G27NW6
C;Sw
Cabin Branch
CPF22
18-74-24-1-1-1
H26SE3
C;Sw
Cabin Creek
CPF10
17-26-5-(1)
F20SW1
WS -III
Cabin Creek
CPF10
17-26-5-(7)
F20NE4
WS-III;CA
Cabin Creek
CPF22
18-74-23-2
H27NE2
B;Sw
Caesar Swamp
CPF19
18-68-1-17-4-(2)
G24NE8
C;Sw
Caesar Swamp (Williams
Lake)
CPF19
18-68-1-17-4-(1)
G24NE9
B;SW
Calf Branch
CPF15
18-31-5
G21SE2
C
Calf Gulley Creek
CPF17
18-88-9-3-3-1
L26NE5
SC;Sw,HQW
Came Branch
CPF23
18-74-33-6
I27SE2
C;Sw
Camels Creek
CPF07
18-12-(1)
F23NW5
C
Camels Creek
CPF07
18-12-(2)
F23NW3
WS -IV
Cameron Branch
CPF16
18-50-5-1
I25SW4
C
Camp Branch
CPF21
18-74-15
G27SE4
C;Sw
Candy Creek
CPFO1
16-5
C20NW3
C;NSW
Cane Creek
CPF04
16-27-(1)
C22SW8
WS-II;HQW,NSW
Cane Creek
CPF04
16-27-(7)
D22NW4
C;NSW
Cane Creek
CPF20
18-68-20
J26NE7
C;Sw
Cane Creek (Cane Creek
Reservoir)
CPF04
16-27-(2.5)
D22NW2
WS-II;HQW,NSW,CA
Cane Creek (South side
of Haw River)
CPF04
16-28
D21NW7
C;NSW
Canty Mill Creek
CPF19
18-68-7
I26NW1
C;Sw
Page 5 of 28

WAT �9QG
May 24, 2006
MEMORANDUM
TO: C ryant
NPDES Unit, Point Source Branch
FROM:
wo 1-1kiillffm
SUBJECT
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Michael Lawyer, Environmental Technician
Fayetteville Regional Office
Belinda Henson, Regional Supervisor
Surface Water Protection Section
Fayetteville Regional Office'"r
Minor NPDES Permit Renewal
Danaher Sensors & Controls WWTP
NPDES Permit NC0001121
Bladen County
Please find below our regional comments for the subject minor permit renews:
Applicant is making two requests concerning the pounds per day limits for total sus exded solids and
the 90% effluent concentration for the acute toxicity testing. Both requests<<eaC''found on page 4 of
the application under item 15.
The current permit as well as the renewal application reflects that there are 4 outfalls. It should be
noted, however, that this facility has only one point of discharge (currently identified as outfall 004) to a
receiving stream. This office requests that the renewed permit reflect only one discharge location and
that all parameters including flow be associated with it. Another option would be to decrease the
frequency of flow monitoring for the other outfalls to weekly instead of continuous. Also, permit
information in BIMS currently shows that this facility's permitted flow is 5,000,000 gpd, which
obviously needs to be corrected.
A review of compliance data from BIMS for the period beginning January 2004 through May 2006
revealed five limit violations for varying parameters. A copy of the violation report from BIMS and the
most recent compliance inspection report dated December 8, 2005 is attached.
No special conditions, limitations or monitoring are suggested at this time.
In keeping with current basin -wide strategy, the Fayetteville Regional Office recommends that this permit
be renewed with consideration given to the above requests.
Attachments (2)
cc: Central Files
No'" Carolina
Natmm(ly
North Carolina Division of Water Quality 225 Green Street — Suite 714 Fayetteville, NC 28301-5043 Phone [phone] Customer Service
Internet: www.ncwaterquality.org FAX [phone]
An Equal Opportunity/Affirmative Action Employer — 5046 Recycled110% Post Consumer Paper

a?DANAHER
SENSORS & CONTROLS
2100 West Broad Stmt
Elaabethtmn, NC 28337
May 10, 2006
Mrs. Carolyn Bryant
NC DENR/DWQ/Point Source Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: NPDES Application for Permit Renewal
NPDES Permit No. NC0001121
Danaher Sensors & Controls
Bladen County
Dear Mrs. Bryant:
DEC���vUc
MAY 1 2 2006
DENR • WATER OUALI
POINT SOURCE BRANCH I
Enclosed you will find (1) original and (2) copies of the permit renewal package.
There have been no changes at the facility since the issuance of the last permit on
December 12, 2003. Please contact me if you have any questions about this information.
On May 9�b, I contacted Mr. Charles Weaver of your office regarding the delay for this
submission. I will be forwarding a copy of our most recent Priority Pollutant Analysis to
your attention as soon as I receive this from our certified laboratory.
Sincerely,
/ A d,°"`'
Rodney H. Lang
EHS Engineer, ORC
910-862-5453
Enclosures

Addendum to:
NPDES PERMIT APPLICATION - SHORT FORM C - Minor Industrial
Sludize Management Plan
Danaher Sensors & Controls
NPDES Permit No. NC 0001121
RCRA Permit No. NCD041466251
Sludge is generated at this facility from the two separate batch treatment processes for
chrome containing wastewater and cyanide containing wastewater. Settled sludge is also
recovered during the semiannual cleanout of the clarifier.
Chrome containing wastewater is treated as follows:
1. Adjust pH to 2.0 using sulfuric acid.
2. Add sodium meta-bisulfite to revert hexavalent chrome to trivalent chrome.
3. Adjust pH to 8.5 using caustic soda.
4. Add Polyfloc AS 1002 polymer.
5. Add Metclear MR 2405 polymer (optional).
6. Allow sludge to settle and pump off.
Cyanide containing wastewater is treated as follows:
1. Adjust pH to 13.0 using caustic soda.
2. Add sodium hypochlorite to destroy cyanide.
3. Add sodium meta-bisulfite to destroy residual chlorine.
4. Add Klaraid CDP 1311 polymer.
5. Add Novus CE 2681 polymer.
6. Allow sludge to settle and pump off.
Sludge is stored in a 10,000 gallon above ground storage tank that also serves as a
thickener. Final dewatering of the sludge is achieved using a JWI recessed chamber filter
press. Filtrate from the filter press is returned to the cyanide batch treatment tank.
The sludge is considered a RCRA hazardous waste under waste codes F006 and FOOT
The most recent TCLP waste analysis conducted on 12/20/2005 indicated no toxic
characteristic constituents above their regulatory levels.
The dewatered sludge is transferred to cubic yard cardboard storage containers with
plastic liners, then moved to a 90 -day storage location. The sludge is transported by
Clean Harbors Environmental Services (MAD0393222560) to a designated facility
(NCD000648451).

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DEPARTMENT OF THE INTERIOR - Lon-itude — 078038006
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