HomeMy WebLinkAbout08-0284
CHANGE ORDER
New Hanover County DATE: May 8, 2008
Project Name: STACK TESTING SERVICES
CHANGE ORDER NUMBER: 1
New Hanover County
CONTRACTOR: DEECO, INC CONTRACT 08-0284 NORTH 4 C A R O L I N A
The Contractor is directed to make the following changes to this contract:
Description:
WASTEC HAS A NEED TO PERFORM CARBON EVALUATION TESTING ON UNIT 3A. DETAIL OF THIS
ADDITIONAL SERVICE IS ATTACHED.
WORK IS TO BE COMPLETED BY 711/2009.
Total Cost: $15,500.00
Original Contract Sum: $181,800.00
Net Change byPrevious Change Orders No. 00 to No. 00 0
The Contract Sum Prior to this Change Order Was: $181,800.00
The Contract Sum Will Be (Increased) By This Change Order: $15,500.00
The New Contract Sum Including This Change Order Will Be: $197,300.00
The Contract Time Will 8e (Increased) By: 0
The Date of Substantial Completion Therefore Is: change order only ( 7/9109)
Recommended: Accepted: Approved:
Project Manager Contractor Owner
New Hanover County DEECO, INC. New Hanover County
Firm
JrG91-
AUT JORIZE SIGNATURE AUTHORIZED SIGNATURE AUTHORIZED SIGNATU
DATE DATE DATE
This Space for County Use Only
APPROVED AS TO FORM Budget Account 70080400-700000
Balance Prior to this Change Order: $16,526.00
COUNTY ATTORNEY
Amount of this Change Order: $15,500.00
THIS INSTRUMENT HAS BEEN PRE-AUDITED
IN THE MANNER REQUIRED BY LOCAL Budget Account Balance: $1,026.00
GOVERNMENT AND FISCAL CONTROL ACT
Change Order Percentage for this Contract 0.085258526
~2t
FINANCE DIR OR
ORIGINAL
i
I DEECO Lro.
I 3404 Lake Woodard Road
Raleigh, NC 27604
www.stacksam lin .com
919 250-0285 (h 919 250-1835 Fax April 26, 2009
i
Mr. Paul Marlow
New Hanover County
Department of Environmental Management
Wilmington, NC 28401
i
REF: Quote for Carbon Evaluation Engineering Testing on Unit 3A
i
Dear Mr. Marlow:
i
DEECO, Inc (DEECO) is pleased to submit this quotation pursuant to your request.
DEECO will conduct carbon evaluation engineering testing on Unit 3A for a firm fixed cost of
$15,500. Six simultaneous inlet and outlet Method 29 (mercury) runs will be conducted.
The runs will be conducted as follows:
I
Unit 3A will be operated for at least 6 hrs at 4 lbs/hr
j DEECO will conduct 2 1-hr runs at inlet and outlet
Unit 3A will be switched to 5 lbs/hr and wait 2 hrs
DEECO will conduct 2 1-hr runs at inlet and outlet
Unit 3A will be operated overnight at 6 lb/hr
DEECO will conduct 2 1-hr runs at inlet and outlet
i
Unit 3A will be switcced to 7 lb/hr and wait 2 hrs
DEECO will conduct 2 1-hr runs at inlet and outlet
DEECO will provide you with our availability on May 1. A delay rate of $60/man-hr
will be charged for any delay beyond the control of DEECO. The Project Manager and On-site
Coordinator will be Mr. Bill DeWees. If you have any questions or need additional
information, please give Mr. Marc Hamilton or me a call at (800) 733-3261.
Sincerely,
1
W.G. DeWees
President
DEECO, Inc
Q New Hanover County Routing Slip
Contract # Department Acct. #
Initials Date
To: Risk Manager
Grants Coordinator
Finance Director
County Manager
Commission Chairman
Clerk to the Board
County Attorney
From: Legal Dept. Date
Re:
Contract for/Dept.
Q~ucl I~"t UC ~.~-x
New Hanover County Contract # 08-0284
NORTH CAROLINA
NEW HANOVER COUNTY
r ,_ THIS CONTRACT, mad. aod .ole,.d ;010 Ih;, 29- day of
1m ' 200_, by and between NEW HANOVER COUNTY, a
political subdivision of the State of North Carolina, hereinafter referred to as "County";
and DEE CO, INC., a North Carolina corporation, hereinafter referred to as "Contractor";
WITNESSETH:
AGREEMENT
That the Contractor, for the consideration hereinafter fully set out, hereby
agrees with the County as follows:
1. Scope of Services. Contractor shall provide protocol preparation,
conduct engineering tests, perform stack testing, perform analytical testing and
associated report preparation at the New Hanover County Waster to Energy
Conversion (WASTEC) facility located at 3002 U.S. Hwy. 421 N., Wilmington, NC, in
accordance with "Exhibit A" attached hereto and incorporated herein by reference.
2. Time of Performance. Contractor shall commence work upon
Notice to Proceed. The duration of this contract will be for three (3) years, with the first
event being in 2008, in accordance with the provisions of Exhibit "A".
3. Pavment. County hereby agrees to pay for the cost of the contract
as set forth in "Exhibit A", not to exceed Fifty Nine Thousand Five Hundred ($59,500)
dollars in year 2008; Sixty Thousand Six Hundred ($60,600) dollars in year 2009; and
Sixty One Thousand Seven Hundred ($61,700) dollars in year 2010.
4. Extra Work. County and Contractor shall negotiate and agree upon
the value of any extra work prior to the issuance of a Change Order covering said extra
work. Such Change Order shall set forth the corresponding adjustment, if any, to the
Contract Price and Contract Time.
5. Indemnitv. Contractor shall indemnify and hold New Hanover
County, its agents and employees, harmless against any and all claims, demands,
causes of action, or other liability, including attorney fees, on account of contract or
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ORIG'NAL
New Hanover County Contract # 08-0284
personal injuries or death or on account of property damages arising out of or relating
to the work to be performed by Contractor hereunder, resulting from the negligence of
or the willful act or omission of Contractor, his agents, employees and subcontractors.
6. Insurance. Contractor shall maintain insurance from companies
licensed to write business in North Carolina, with an A.M. Best rating of "A" or higher,
and acceptable to County, of the kinds and minimum amounts specified below.
7. Certificates and Notice of Cancellation. Before commencing work
under this contract, Contractor shall furnish County with certificates of all insurance
required below. Certificates shall indicate the type, amount, class of operations
covered, effective date and expiration date of all policies, and shall contain the following
statement:
"The insurance covered by this certificate will not be
canceled or materially altered, except after thirty (30) days
written notice has been received by County".
The Certificate of Insurance, naming New Hanover County as an additional insured,
shall be further evidenced by an actual endorsement furnished to the County from the
insurer within thirty (30) days of the signing of the contract between the Contractor and
the County.
8. Workers Compensation and Emplovers Liability Insurance.
Covering all of the Contractor's employees to be engaged in the work under this
contract, providing the required statutory benefits under North Carolina Workers
Compensation Law, and employers' liability insurance providing limits at least in the
amount of $100,000/500,000/100,000. applicable to claims due to bodily injury by
accident or disease.
9. Commercial General Liabilitv. Including coverage for independent
contractor operations, contractual liability assumed under the provisions of this contract,
products/completed operations liability and broad form property damage liability
insurance coverage. The policy shall provide liability limits at least in the amount of
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New Hanover County Contract # 08-0284
$1,000,000 per occurrence, combined single limits, applicable to claims due to bodily
injury and/or property damage. New Hanover County shall be named as an additional
insured under this policy.
10. Automobile Liability Insurance. Covering all owned, non-owned and
hired vehicles, providing liability limits at least in the amount of $1,000,000 per
occurrence combined single limits applicable to claims due to bodily injury and/or
property damage.
11. Professional Liability Insurance. The Contractor will be required
to take out and maintain Professional Liability Insurance providing liability insurance
limits at least in the amount of $500,000.00. The Contractor will be required to maintain
this coverage for a period of at least two (2) years beyond substantial completion of the
contract.
12. Independent Contractor. It is mutually agreed that Contractor is an
independent contractor and not an agent of the County, and as such the Contractor
shall not be entitled to any County employment benefits, such as, but not limited to,
vacation, sick leave, insurance, workmen's compensation, or pension and retirement
benefits.
13. Warranty. The Contractor warrants County that any and all labor
furnished to progress the work under this contract will be competent to perform the
tasks undertaken, in a workmanlike manner, so as to meet the standards of
workmanlike quality prevailing in North Carolina at the time of construction, that any and
all materials and equipment furnished will be of good quality and that the work will be of
good quality, free from faults and defects and in strict conformance with this contract.
All work not conforming to these requirements may be considered defective. All work
shall conform to applicable Federal, State and local laws and regulations. Contractor
shall be responsible for all costs, damages and expenses including, but not limited to,
penalties, fines and fees, that the County may incur as a result of Contractor's failure to
perform under this Agreement.
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New Hanover County Contract # 08-0284
14. Default and Termination. If Contractor fails to prosecute the work
with such diligence as will insure its completion within the contract time, or if Contractor
breaches any of the terms or conditions contained in this contract and fails to cure said
breach within two (2) days of County's mailing of Notice of Default, or otherwise fails to
perform the work hereunder to the County's reasonable satisfaction, County may
terminate this contract forthwith. Upon termination, County may, without prejudice to an
action for damages or any other remedy, take the prosecution of the work out of the
hands of Contractor. County may enter into another contract for the completion of the
contract, or use such other methods as may be required for the completion of the
contract. County may deduct all costs of completing the contract from any monies due
or which may become due to Contractor. In the event this project is terminated prior to
completion of the services by the Contractor, the Contractor shall be paid for services
performed to the date of termination. In no event will the amount due Contractor in the
event of termination exceed that amount set forth in paragraph 3 of this Contract.
Nothing contained herein shall prevent the County from pursuing any other remedy
which it may have against Contractor, including claims for damages.
15. Nonwaiver of RiQhts. It is agreed that either party's failure to insist
upon the strict performance of any provision of this Contract, or to exercise any right
based upon a breach thereof, or the acceptance of any performance during such
breach, shall not constitute a waiver of any rights under this Contract.
16. Conflict of Interest. No paid employee of the County shall have a
personal or financial interest, direct or indirect, as a contracting party or otherwise, in
the performance of this Contract.
17. Subcontracts. The Contractor shall utilize no subcontractors for
carrying out the services to be performed under this Contract without the written
approval of the County.
18. Entire AQreement. This agreement constitutes the entire
understanding of the parties.
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New Hanover County contract # 08-0284
19. Bindino Effect. This contract shall be binding upon the parties
hereto, and their heirs, successors, executors, administrators and assigns.
20. Further Actions. The parties will make and execute all further
instruments and documents required to carry out the purposes and intent of this
contract.
21. Inclusive Terms. Use of the masculine herein shall include the
feminine and neuter, and the singular shall include the plural.
22. Governino Law. All of the terms and conditions contained herein
shall be interpreted in accordance with the laws of the State of North Carolina.
23. Notices. All notice required hereunder to be sent to either party
shall be sent to the following designated addresses, or to such other address or
addresses as may hereafter be designated by either party by mailing of written notice of
such change of address, by Certified Mail, Return Receipt Requested:
To County:
New Hanover County WASTEC
Attention: Paul Marlow
3002 U.S. Hwy 421 N.
Wilmington, North Carolina 28401
To Contractor:
DEECO, Inc.
Attention: Bill DeWees
3404 Lake Woodard Drive
Raleigh, NC 27604
24. Assionabilitv. It is mutually agreed by the parties hereto that this
contract is not transferable and shall not be assigned by either party without the written
consent of the other party to this contract.
25. Amendments. This Contract shall not be modified or otherwise
amended except in writing signed by the parties.
IN WITNESS WHEREOF, the parties have hereunto set their hands and
seals, the day and year first above written and by authority duly given.
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New Hanover County Contract # 08-0284
NEW HANOVER COUNTY
:.1 .
Bruce T. Shell, County Manager
Clerk to the Board
[COR_~()RA TE SEAL]
DEECO, INC.
pJJ;(J~~
~resident
ATTEST:
sej~UA-
~
This instrument has been pre-
audited in the manner required
by the Local Government Budget
and Fiscal Control Act.
Approved as to form:
~'~)'r Z/.2.5JoR
C nty Finance Director
~a,
'-cOunty Attorney
"-~
NORTH CAROLINA
NEW HANOVER COUNTY
I, - ~ wll ( , a Notary Public of the State
and County afore aid, cert' that Sheila L. Schult acknowledged that she is Clerk to the
Board of Commissioners of New Hanover County, and that by authority duly given and
as the act of the Board, the foregoing instrument was signed in its name by its
Manager, sealed with its corporate seal and attested by herself as its Clerk.
-C-L WITNESS my hand and official seal, this dqi!; day of
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New Hanover County Contract # 08-0284
NORTH CAROLINA
NEW HANOVER COUNTY
I, ~'\.y- ~("(\t)~~~b ,a Notary Public of the State and
County aforesaid, certify that bnCc, :C eo L1 \la.k.., came before me this day and
acknowledged that (s)he is Secretary of DEECO, INC. and that by authority duly given and as
the act of the corporation, the foregoing instrument was signed in its name as its President,
sealed with its corporate seal and attested by him/herself as its Secretary.
.-- ~ WITNESS
h_ rU.t1 ~1l
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my hand and
, 20....0 8
official seal, this r:re- day
~ <'fr-zjjt~^~
Nqt'ary Public ./ a
of
My commission expires:
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ATTACHMENT 1
PROJECT SPECIFICATIONS
GENERAL CONDITIONS
1.1 Proiect Description: The contract work generally consists of protocol
preparation, conducting engineering tests, performing stack testing, performing analytical
testing, and associated report preparation for a period of three (3) years at the New
Hanover County Waste to Energy Conversion (W ASTEC) facility located at 3002 U.S.
Highway 421 North, Wilmington, North Carolina.
1.2 Existing Conditions: It is the responsibility of the Contractor, before submitting
a proposal, to thoroughly investigate the facility, examine existing records, Federal and
state requirements and regulations, associated plans and specifications; clearly
understanding all requirements necessary to perform the testing, analysis and reporting;
that the Contractor is prepared to provide all necessary tools, equipment, labor and
materials to successfully complete the work.
1.3 Background: The W ASTEC facility consists of two (2) 100 TPD Mass Bum
Municipal Solid Waste combustors and one (1) 300 TPD Mass Bum Municipal Solid
Waste combustor. Control devices consist of wet scrubbers and bag filters, activated
carbon injection, followed by a 200-foot stack with work platform. The 300 TPD unit
also utilizes the injection of urea for control of various pollutants.
TESTING PROTOCOL
2.1 Protocol Preparation: The Contractor shall on an annual basis prepare and submit
for review a testing protocol which outlines the proper EP A test methods which will be
followed while testing at the W ASTEC facility. The testing protocol and completed
"Protocol Submittal Form" shall be submitted for review and signature by the
Department before submittal to the NC Division of Air Quality. It is critical that the test
protocol be prepared and submitted to meet the specified minimum of 45 days advance
notice oftesting.
2.2 Protocol Aporoval: The submitted testing protocol must be approved by the NC
Division of Air Quality. The Contractor shall be responsible for subsequent amendments
to the test protocol until approval is granted. The protocol must be submitted to the NC
Division of Air Quality within the time frame specified in advance of actual testing.
ENGINEERING TEST
3.1 Purnose: An engineering test may be performed at a mutually convenient
time prior to compliance stack testing. The engineering test is designed to allow an
evaluation of operating conditions and equipment performance; evaluate routine
maintenance effectiveness and identify the need for additional maintenance prior to
compliance testing. The need for engineering testing shall be determined by the
Department on an annual basis.
3.2 Reporting: A written report providing results of the engineering tests shall be
provided along with observations and recommendations for adjustments or modifications
to operating conditions and/or equipment. Reports shall be provided as quickly as
possible following conclusion of testing activities, Reports shall be provided directly to
the Department for review as this is not intended to demonstrate compliance,
STACK TESTING
4,1 Requirements: Currently, the W ASrEC facility air emissions permit
requires annual stack testing for particulate matter (PM), It should be noted that although
not regulated as a permit limit, condensible PM must be included in the testing and
reporting.
In addition, annual testing will be required for the following pollutants: dioxin! furan,
hydrogen chlorides (HC1), and metals (Cd, Pb, Hg). It should be noted that testing will
also be required at the scrubber inlet for both hydrogen chlorides (HC1) and mercury
(Hg). Otherwise, testing will take place at outlet only. The same requirements will apply
for all three units.
4.2 Scheduling: Contractor shall coordinate and schedule events at a time that the
facility will be operating the equipment necessary to provide proper testing results. Bids
should include time and materials costs in the event that a unit suffers mechanical failure
or shuts down before testing can begin or be completed. Owner will not be responsible
for costs encountered by the Contractor if the Contractor is testing at other than
previously agreed upon times and a unit is required to shut down for repair or
maintenance. Owner will not be responsible for costs encountered by the Contractor for
delays due to contractor equipment failure, or unsafe weather conditions at the test site.
4.3 Retesting: Should a unit fail to meet emission limits during a compliance test,
the Contractor shall coordinate a date for retesting at a mutually convenient time.
'.
ANALYTICAL TESTING
5.1 Methods: All analytical testing of pollutants captured during stack testing
activities shall follow and comply with the currently specified EP A method or other
method approved by the NC Division of Air Quality, Any contract laboratories used for
analytical work should have appropriate licenses and certifications to perform the testing.
REPORTING
7.1 Requirements: A complete written summary report of all stack testing
activities and results shall be prepared and provided to W ASTEC in a timely manner, not
to exceed 45 days, following each compliance stack testing event. Five (5) copies of each
summary report shall be prepared and forwarded to W ASTEC, Three (3) of the copies
will be paper and other two (2 ) will be in electronic format. All data required to be
captured by the NC Division of Air Quality during testing shall be recorded by the
contractor and included in the summary report in a manner acceptable to the Division,
There are a number of particulate matter (PM) limits and results must be reported in units
to show compliance with each standard ie. lb/MMBtu, gr/dscf etc. Results of other
pollutants must be reported in both concentration and mass units ie. mg/dscf, lb/hr etc,
ADDITIONAL CONSIDERATIONS
8,1 Safety: Contractor and subcontractor employees on-site will be required to
follow all facility safety policies and procedures. Contractors may be required to submit
documentation of safety training or related records as determined by the Department of
Environmental Management Safety Officer. Owner will provide climbing apparatus for
safe access to the stack platform. Contractor must provide' safety harness and any other
safety equipment deemed necessary by the Safety Officer.
8.2 Site-Visit: Contractor will be required to make a site visit prior to the start of
any work to review the site with staff and assist staff in review of sampling ports and/or
other items necessary to prevent delays in testing activities.
7.3 Bid Summary: Bidder should provide a narrative describing work required
in each item. Narrative should also include any subcontractor( s) to be used, relevant
certifications and experience in similar projects.
14:14 FEB 20. 2BB8
TEL ~: 366-5421
+172136 PAGE: 2/3
ACORDn, CERTIFICATE OF LIABILITY INSURANCE I DATI: (MMItlD/YVYY)
0212012008
PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
Wachovia Insu ranee Serv-RA, NC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
8540 Colonnade Ctr Dr, Ste 111 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
PO Box 97787
Raleigh, NC 27624-7787 INSURERS AFFORDING COVERAGE NAICtI
INSURED INSURER A;, Hartford Casualty Insurance Comoanv 29424
Deeco, Inc. INSURER B: Hartford Underwriters Insurance Comp 30104
3404 Lake Woodard Drive INSURER c:
Raleigh, NC 27604 INSURER D:
INSURER 1::
Cllenl#' 129586
DEECINC
COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIREMENT, TERM OR CONDmON OF mf CONTRACT OR OTHER DOCUMENTwrrH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POliCIES DESCRIBED HEREIN IS SUBJECT TDAll THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES. AGGREGATE L1Mrrs SHOlNN MAY HAVE BEEN REDUCED BY PAID ClAIMS.
LTR NS TYPE OF INSURANCE POUCY NUMBER I P8,H~Y~:O~~E Pg~f.I!.':.o~N UMITS
A r!-ENERAL UABIUTY 22UUNUB9277 03110107 03110108 EACH OCCURRENCE 11 000 000
X COMMERCIAL GENERAl LIABILITY OAMAGE TO ReITEO 1300 000
I ClAIMS MADE [i] OCCUR MEa EXP (Anv one penon) 110 000
- PERSONAL & ADV INJURY 11000000
- GENERAL AGGREGATE 12 000 000
~\. AG~En ~lIMIT APriS :ER PRClDUCTS. COMPfOP AGG I
POLICY ~g: LOC
A ~OMOBLE LlABIUTY 22UUNUB9277 03110107 03110108 COMBINED SINGLE LIMIT
!... ANY AUTO (ElIaeddent) 11,000,000
- ALLOWNEDAUTOS BOOL Y INJURY
I
X SCHEDUl.f:D AUTOS (PerpelSoo)
HIRED AUTOS
~ BaDLY INJURY I
NON.oWNED AUTOS (Perllccidenl)
"-
- PROPERTY DAMAGE I
(Perllecicle!1l)
~E LlA8LITT AUTO ON'- Y . EA ACCIDENT I
ANY AUTO OTHER THAN EAACC I
AUTO aNI. Y: AGG I
A EXCESSAlMBREUA LlABlUTY 22RHUUB9300 03110107 03110108 EACH OCCURRENCE 110000000
~.OCCUR D ClAIMS MADE AGGREGATE 110000000
I
~ ~OOCTBLE I
X RETENTION 110000 I
B WORKERS COMPENSATlONAND 22WEKK2332 03110107 03110108 I T~~S>f~m.;, I 10TH.
EMPLOYERS'LlABLITV 11 000 000
ANY PROPRIETORlPARTNERfEXECUTIVE E.L. EACH ACCIDENT
OFFICERfMEMBER exCLUDED? E.l. OISE.I\SE . H. EMPLOYEE 11 000000
~~~lde~:~~ONS below E.L. DISEASE. pOliCY LIMIT 11000000
OTHER
DESCRIPTION Of OPERATIONS f LOCATIONS I Vl:HICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS
Certificate holder is listed as additional Insured
CERTIFICATE HOLDER
New Hanover County Office of
County Attorney
230 Government Center Drive,
Suite 125
Wilmington, NC 28403
CANCELLATION
SHOULD ANY Of THE ABOVE DE8CRBED POUCES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAL .....30.... DAVS WRlTIEN
NOTICE!; TO THE CERTIFICATE HOLDERNAMED TO THE LEFT, BUTFAlWRE TO DO so SHALL
IMPOSE NO OBUGAllON OR LIABILITY OF ANY KtID UPON THE "SURER, ITS ADENTS OR
REPRESENTAT1VE8.
AUTHOIUZB) REPRESENTATIVE
ACORD 25 (2001108) 1 of 2
tlS13188081M1161251
LHA02
@ ACORD CORPORATION 1988
14:15 FEB 20, 2008
TEL NO: 366-5421
+172136 PAGE: 3/3
IMPORTANT
If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement
on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
If SUBROGATION IS WAIVED, subject to the terms and cond~ions of the policy, certain policies may
require an endorsement. A statement on this certificate does not confer rights to the certifICate
holder in lieu of such endorsement(s).
DISCLAIMER
The Certificate of Insurance on the reverse side of this form does not constitute a contract between
the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it
affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon.
ACORD 2S.S (2001108) 2 of 2
#S1318808/M1161251
ACORD. CERTIFICATE OF LIABILITY INSURANCE OP 10 B~ DATE (MMIDDIYYYY)
DEECO-1 02/27/08
PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATIO
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
Ralph Whitehurst Ins Agcy, Inc HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
8320 LitchfoM Road, Suite 200 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW
Raleigh HC 27615-3860
Phone: 919-872-3757 Fax: 919-872-5778 INSURERS AFFORDING COVERAGE NAIC#
INSURED INSURER A: Indian Harbor
INSURER B:
Deeco Inc. INSURER C
P.O. Box 4159 INSURER D.
Cary NC 27519 INSURERE
COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER OOClRlJlENT WITH RESPECT TO WHICH ntlS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POlICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONOITIONS OF SUCH
POLICIES. AGGREGATE LMTS SHOWN MAY HAVE BEEN REDUCED BY PAlO CLAIMS.
LT" .... TYPE 01" INSURANCE POlICY NUMBER DATE fMMlDD/YY1- DATE MMID~ LIMITS
GENERAL L.IABILlTY EACH OCCURRENCE $
r----
COMMERCIAl GENERAL LIABJUTY PREMISES (Ea occurenoe) $
I CLAIMS MADE 0 OCCUR MED EXP (Anyone person) $
PERSONAL & mv INJURY $
r----
GENERAL AGGREGAlE $
rrAGG~n~;n,PER PRODUCTS-COMProPAGG $
POUCY JECT LOC
~TOMOBlLE LIABILITY COMBINED SINGLE LIMIT $
ANY AUTO (Ea accIdent)
r----
ALL OWNED AUTOS BODILY INJURY
$
SCHEDULED AUTOS {Per person)
r----
HIRED AUTOS BODILY INJURY
r---- $
NON-QWNED AUTOS {Per accident)
r----
r---- PROPERTY DAMAGE $
(Per accident)
GARAGE LlABtUTY AUTO ONLY - EA ACCIDENT $
R ANY AUTO OTHER THAN EA ACe $
AUTO ONLY: AGG $
EXCESSAIMBRELLA LIABILITY EACH OCCURRENCE $
tJ OCCUR n ClAIMS MADE AGGREGATE $
$
H DEDUCTIBLE $
RETENTION $ $
WORKERS COMPENSATION AND ITORYlIMm; I IUE~-
EMPLOYERS' UABlLITY
ANY PROPRIETORJPARlNERlEXECU11VE EL EACH ACCIDENT $
OFFICERlMEMBER EXCLUDED? E.l. DISEASE - EA EMPlOYE $
~WClt.SP~~~~~ below EL DISEASE - POLICY LIMIT $
OTHER
A Professional Liahi. PECOOO068407 01/15/07 01/15/08
Ded: S 50 000 RETRO DATE 12/15/96
DESCRIPTION OF OPERATIONS' lOCAT1ONS 'VEHICLES' EXClUSlONSADDED BY ENDORSEMENT' SPECIAl PROVISIONS
Fax.: 910-798-7157
CERTIFICATE HOLDER
NEWRA-3
CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POUCfES BE CANCellED BEFORE THE EXPIRATlO~
DATE THEREOF, THE ISSUING INSURER WIll ENDEAVOR TO MAIL ~ DAYS WRITTEN
NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE;: TO DO so SHAll.
IMPOSE NO OBLIGATION OR LIABILITY c- - un .-...- . .--.. -..- ...-..--- .-- . --..-- --
New Hanover County
Atten: Margaret Dunlap
230 Government Center Dr
1/125
Wilmington HC 28403
REPRESENTA11VES.
AUTHORIZED REPRESENTATIVE
Ralnh Whitehurst
41u... iLl ;fa.M.t.~ -
Ins. """&A........
@ACORD CORPORATION 1988
ACORD 25 (2001/08)
IMPORTANT
If the certificate holder is an ADDITIONAL INSURED. the policy(ies) must be endorsed. A statement
on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may
require an endorsement. A statement on this certificate does not confer rights to the certificate
holder in lieu of such endorsement(s).
DISCLAIMER
The Certificate of Insurance on the reverse side of this form does not constitute a contract between
the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it
affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon.
ACURD 25 (2001/08)
---------- --::.
NEW HANOVER COUNIY
WANDA M. COPLEY
County Attorney
KEMP P. BURPEAU
Deputy COWity AUomey
SHARON J. HUFFMAN
Assistant COWity AUomey
March 4, 2008
Deeco, Inc.
Attn: Bill DeWees
3404 Lake Woodard Drive
Raleigh, NC 27604
RE: New Hanover Contract # 08-0284
Dear Mr. DeWees:
Enclosed please find your copy of the above referenced contract. Thank you for your
assistance in this matter. If you have any questions please give us a call.
Sincerely,
~~~w~
Margaret Dunlap
Administrative Support Specialist
Office of the County Attorney
Enclosure
230 Govemment Center Drive - Suite # 125 - Wilmington, N C 28403
Phone: 910-798-7153 - Fax: 910-798-7157
www.nhcgov.com
3404 Lake Woodard Road
Raleigh, NC 27604
(919) 250-0285 (Ph); (919) 250-1835 (Fax)
www.deeco.com
www.stacksampling.com
PROPOSAL FOR
AIR EMISSIONS COMPLIANCE
TEST PROGRAM
Prepared for:
l',
-----./
Mr. Paul Marlow
New Hanover County
Department of Environmental Management
Wilmington, NC 28401
Prepared by:
W.G. DeWees
DEECO, Inc.
3404 Lake Woodard Dr.
Raleigh, NC 27604
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TABLE OF CONTENTS
Section Pal!e
1. INTRODUCTION ...................................................... 1
2. STACK TESTING SUMMARIES........................................ 10
3. EMISSION TESTING PROGRAM PHASES . . . . . . . . . . . . . . . . . . . . . . .. 20
4. QUALITY ASSURANCE AND QUALITY CONTROL ................. 22
5. TESTING SCHEDULE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 40
6. REPORTING. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 41
7. UTILITIES AND OTHER REQUIREMENTS OF FACILITY. . . . . . . . . . . . . . .. 42
8. PROJECT COSTS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 45
9. SAMPLING AND ANALYTICAL TEAM EXPERIENCE ................... 49
10. TERMS AND CONDITIONS............................................ 55
LIST OF TABLES
TABLE
PAGE
TABLE 1.1. BID INFORMATION FOR TASK 1 ................................. 4
TABLE 1.2 BID INFORMATION FOR TASK 2 ENGINEERING TEST ............ 5
TABLE 1.3 BID INFORMATION FOR TASK 3 COMPLIANCE .................. 6
TABLE 1.3A PROGRAM OUTLINE AND TENTATIVE TEST SCHEDULE. . . . . .. 7
TABLE 1.4 BID INFORMATION FOR TASK 4 AUDIT SAMPLE ............. 8
TABLE 1.5 BID INFORMATION FOR TASK 5COMPLIANC TEST REPORT .... 9
TABLE 2.1 PCDDs/PCDFs GLASSWARE CLEANING PROCEDURE............ 17
TABLE 4.1 QUALITY CONTROL SAMPLES................................. 39
TABLE 8.1 BID SUMMARY FOR YEARS 2005, 2006, 2007 . ...... .......,....... 45
TABLE 8.2 OVERALL PROJECT COSTS BY TASKS ......................... 46
TABLE8.3 PROJECT COST BREAKDOWN FOR 2005 ........................ 47
TABLE 8.4 ANALYTICAL COST BREAKDOWN FOR 2005 .................... 47
TABLE 8.5 BILLING INFORMATION FOR EMISSION TESTING....... ........ 48
TABLE 9.1 DEE CO TESTING EXPERIENCE - CONFIDENTIAL ............ 53
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Wilmington, NC
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1.0 INTRODUCTION
DEECO, lnc (DEECO) is pleased to submit this quotation pursuant to our discussions and
your Request for Proposal. This contract work generally consists of protocol preparation,
conducting engineering tests, performing stack testing, performing analytical testing, and
associated report preparation for a period of three (3) years at the New Hanover County Waste to
Energy Conversion (WASTEC) facility located at 3002 U.S. Highway 421 North, Wilmington,
North Carolina.
The W ASTEC facility consists of two (2) 100 TPD Mass Burn Municipal Solid Waste
combustors and one (1) 300 TPD Mass Burn Municipal Solid Waste combustor. Control devices
consist of wet scrubbers and bag filters, followed by a 200-foot stack with work platform. The
300 TPD unit also utilized the injection of urea and activated carbon for control of various
pollutants.
In 2001,2002,2003,2004,2005,2006, and 2007 DEECO conducted almost $1,000,000
of MWC testing each year. DEECO tested fifteen (15) different facilities for five (5) different
companies in ten (10) different states. The references are presented in Section 9.
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DEECO's knowledge of MWC emissions (i.e. waiting time after startup to conduct
dioxin/furan testing) and extra efforts (on-site analysis of HCl) can be critical to the success of
your testing program.
The test methods, sampling locations, and proposed sampling duration is presented below
in Section 2. The Project Manager and On-site Coordinator will be Mr. Bill DeWees (President
of DEECO and Mechanical Engineer). Mr. DeWees have been Project Manager on all MWC
testing program over the past eight years.
The test program has been divided into five (5) separate tasks. The Bid Summary is
presented in Section 8. Task 1 (see Table 1.1) Compliance Test Protocol Development. A final
test protocol will be developed for submission to the NC DAQ. Mr. Bill DeWees will make a
pretest visit to the facility. The test plan can be developed in two days after the site visit.
Task 2 Engineering Test (see Tables 1.2) will be conducted on a mutually agreeable date. No
test schedule is presented because the schedule will vary with the selected test program.
The engineering test is designed to allow an evaluation of operating conditions and
equipment performance; evaluate routine maintenance effectiveness and identify the need for
additional maintenance prior to compliance testing. DEECO has conducted numerous lime slurry
and carbon injection evaluation tests. DEECO is aware of the standard rates of lime slurry and
o carbon injection. DEECO conducts on-site analysis for HCl which provides on-site evaluation.
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Our spreadsheet will give the stoichiometric ratio for each run. DEECO has also conducted
numerous carbon optimization test to establish the proper carbon rate.
Task 3 Compliance Test (see Tables 1.3, 1.3A and 1.38) will be conducted at mutually
agreeable dates in accordance with the methods and scope shown in Table 1.3. The testing
schedule for 2008,2009 and 2010 is presented in Table 1.3A.
Method 29 for trace metals analysis was developed/evaluated by Mr. Bill DeWees and Dr.
Scott Steinsberger under EPA Contract. The EPA Methods for hexavalent chromium was
developed/evaluated by Mr. Bill DeWees and Dr. Scott Steinsberger under EPA Contract. The
condensible particulate EPA Method 202 was developed/evaluated by Mr. Bill DeWees and Dr.
Scott Steinsberger under EPA Contract. The EPA Method 26 and 26A for HCL was
developed/evaluated by Mr. Bill DeWees and Dr. Scott Steinsberger under EPA Contract. Mr.
Bill DeWees and Dr. Scott Steinsberger also evaluated the toluene rinse for Method 23 and helped
develop the EPA audit program for dioxin/furans. In addition to conducting numerous testing
program of similar scopes on MWCs, Mr. DeWees and Dr. Steinsberger also have several
publications on sampling and QA/QC for MWC testing.
For year 2008, 2009 and 20010, all three units will be tested for compliance during one
week. As discussed in Section 3, DEECO has six specially designed trailers. For this task an Air
Toxic Recovery trailer will be brought on-site, DEECO will conduct on-site analysis for HCI.
Task 4 Analytical Testing (see Table 1.4) will be conducted by DEECO and their
specified laboratories. North Carolina currently does not require laboratory certification.
However, several of the states that DEECO tests in do require laboratory certification. DEECO's
two labs are NELAP certified and certified in many other states: Analytical Perspectives and
Element One. Therefore, if North Carolina requires lab certification in the future, all of the labs
with be certified. Audit Samples (see Table l.5)may be required to be analyzed for M23, M26
and M29. If the samples are supplied, DEECO will have the appropriate lab analyze the sample.
Task 5 Final Compliance Test Report (see Table 1.6). The draft report will be prepared
and submitted for review within 45 days after field test completion. Review comments will be
incorporated in final report. Five (5) copies of the final report will be submitted - Three hard
copies and two copies submitted as a CD report.
The scope of work is presented in detail in the Sections 2 through 6. Section 2, Stack
Testine Summaries presents a summary of the stack sampling and analytical methods for each
analyte to the measured. The stack sampling summary is presented in Table 2.1 for Task 1, Table
2.2 for Task 2, and Table 2.3 for Task 3. Section 3. Emission Testine Proeram Phases
presents the staffing and equipment necessary to complete the each task. An overview will be
given for all the tasks along the responsibilities. Section 4. Oualitv Control SamDles presents
quality control samples to be collected and the minimum quality control to be implemented. The
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quality control samples are presented in Table 4.1. Section 5. Testing Schedule provides a
tentative schedule for testing, analyses, and data reporting. The overall test schedule is presented
in Table 5.1. Section 6. ReDortinl! presents the data reporting requirements.
Section 7. Utilitv and Other requirements discusses the electrical and other facility
requirements. Section 8. Proiect Cost~rovides the costs. The Bid Summary presented in Table
8.1. The overall costs by tasks are presented in Table 8.2. The Project Cost Breakdown for Year
2008 is presented in Table 8.3 with the analytical breakdown for Year 2008 in Table 8.4. For
Year 2009 and 2010 a 2% cost escalation was used. These costs will remain valid for 60 days.
DEECO standard costs are presented in Table 8.5. However, as shown in Section 10, the
delay rate will be $60 per man hour plus per diem ($100/day/man).
The last two sections deal with sample and analytical team experience and terms and
conditions. Section 9. Samplinl! and Analytical Team Experiencdescribes team responsibility
and individual responsibilities and experience. Also the laboratory subcontractors are presented.
Section 10. Terms and Conditions presents DEECO's terms and conditions.
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TABLE 1.1 BID INFORMATION - TASK 1 COMPLIANCE TEST PROTOCOL
DEVELOPMENT WITH SITE VISIT
Task Description Objective General Information
Develop test protocol Finalize all testing requirements DEECO develop protocol in two
and make site visit days after site visit
Cost for Task Make site visit 2005 - No Charge
and develop test protocol 2006 - No Charge
See Section 8 for 2004 - No Charge
Bid Summary Requires a staff of one
Program Management Bill DeWees Conducted at fifteen
MWC facilities
Complete descriptions See Section 2 for descriptions No deviations will be made
and references or and references or deviations for
deviations all sampling and analytical
methods
Analytical None Required None Required
Subcontractor
Summary of Conducted at thirteen See Table 9.1 forreferences on
Experience different facilities similar tasks
Standby and $601hr plus $1 OO/day perdiem
Postponement No postponement charges are Charges are only at cost
made unless an effort has been
made
Daily Test Matrix N/A N/A
()AJ~CProcedures N/A N/A
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TABLE 1.2 BID INFORMATION - TASK 2 ENGINEERING TEST
Task Description Objective Generallnformation
Compliance Test on Complete Performance Test 40 Testing conducted on mutually
One Unit CFR 60 Subpart Cb and per agreeable dates
NC DAQ
Cost for Task Compliance Test on Three Units See Section 8 for costing
see cost breakdown in Section 8
and Bid Summary
Program Management Bill DeWees All large scale MWC tests have
Dr. Scott Steinsberger - backup been managed by Bill DeWees
Complete descriptions See Section 2 for descriptions and No deviations will be made
and references or references or deviations for all
deviations sampling and analytical methods
Analytical Metals Element One - conducts all MWC
Subcontractor tasks
PCDD/PCDF Analytical Perspective - has
conducted all MWC tasks
Particulate and HCI DEECO
Summary of This type of testing has been Bill DeWees have managed
Experience conducted at thirteen numerous tests of this type at
facilities MWC and other facilities
Standby and $601hr plus $lOO/day perdiem
Postponement No postponement charges are Charges are only at cost
made unless an effort has been
made
Daily Test Matrix See Table 1.2A See Table 1.2A
QA/QC Procedures See Section 4 Meet 40 CFR 60 Requirements
and NC DAQ
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TABLE 1.3 BID INFORMATION - TASK 3 COMPLIANCE TEST
Task Description Objective Generallnformation
Compliance Test on Complete Performance Test 40 Testing conducted on mutually
One Unit CFR 60 Subpart Cb and per agreeable dates
NC DAQ
Cost for Task Compliance Test on Three Units 2008 - $57,500
see cost breakdown in Section 8 2009 - $58,600
and Bid Summary 20010 - $59,700
Program Management Bill DeWees -likely All large scale MWC tests have
Dr. Scott Steinsberger - backup been managed by Bill DeWees
or Scott Steinsberger
Complete descriptions See Section 2 for descriptions and No deviations will be made
and references or references or deviations for all
deviations sampling and analytical methods
Analytical Metals Element One - conducts
Subcontractor all MWC tasks
PCDD/PCDF Analytical Perspective - has
conducted all MWC tasks
Particulate and HCl DEECO
Summary of This type of testing has been Both men have managed
Experience conducted at thirteen numerous tests of this type at
facilities MWC and other facilities
Standby and $601hr plus $1 OO/day perdiem
Postponement No postponement charges are Charges are only at cost
made unless an effort has been
made
Daily Test Matrix See Table 1.3A See Table 1.3A
QNQC Procedures See Section 4 Meet 40 CFR 60 Requirements
and NC DAO
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TABLE 1.3A PROGRAM OUTLINE AND TENTATIVE TEST SCHEDULE
SAMPLING SAMPLING NUMBER RUN TIME
LOCATION TEST PARAMETER METHOD OF RUNS DURATION
DAY I Arrive on-site and setup test equipment on Units 1,2 and 3 - Test in afternoon
Unit 2 Boiler Exit HC1 Modified M26A 1 60 min 10 hr
Unit 2 FF Outlet HC1 EP A Method 26A 1 60 min
4-8 Dioxin/Furans EP A Method 23 1 240 min
DAY 2 Unit 1&2 Boiler Exits and Unit 1& 2 FF Outlets
Unit I Boiler Exit Mercury EP A Method 29 3 120 min 10 hr
Unit I FF Outlet Fil/Cond Particulate EP A Method 5/202 3 120 min
Opacity EPA Method 9 3 60 min
Mu1timetalsl EP A Method 29 3 120 min
Unit 2 Boiler Exit HC1 Modified M26A 2 60 orin
Unit 2 FF Outlet HC1 EP A Method 26A 2 60 min
4-8 DioxinlFurans EP A Method 23 2 240 min
DAY 3 Units 1,2 & 3 Boiler Exits and FF Outlets
Unit 3 Boiler Exit Mercury EP A Method 29 3 120 min IOhr
Unit 3 Particulate EP A Method 5 3 120 min
FF Outlet Opacity EP A Method 9 3 60 min
Mu1timetals I EP A Method 29 3 120 min
Unit I Boiler Exit HC1 Modified M26A 2 60 min
Unit 1 HC1 EP A Method 26A 2 60 min
FF Outlet 4-8 DioxinlFurans EP A Method 23 2 240 orin
DAY 4 Unit 1,2 and 3 Boiler Exits and FF Outlets
Unit 2 Boiler Exit Mercury EP A Method 29 3 120 min 10 hr
Unit 2 Particulate EP A Method 5126A 3 120 min
FF Outlet Opacity EP A Method 9 3 60 min
Multimeta1s1 EP A Method 29 3 120 min
Unit 1 Boiler Exit HCI Modified M26A 1 60 min
Unit 1 FF Outlet HC1 Modified M26A I 60 min
4-8 DioxinlFurans EP A Method 23 1 240 min
Unit 3 Boiler Exit HC1 Modified M26A 1 60 min
Unit 3 FF Outlet HC1 Modified M26A 1 60 min
4-8 Dioxin/Furans EPA Method 23 1 240 min
DAY 5 Unit 3 Boiler Exit and FF Outlet
Unit 3 Boiler Exit Hel Modified M26A 2 60 min 10 hr
Unit 3 FF Outlet HCI EPA Method 26A 2 60 min
4-8 Dioxin/Furans EPA Method 23 2 240 min
Facility Ash Fugitive Emissions EPA Method 22 3 60 min
Handline System
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TABLE 1.4 BID INFORMATION - AUDIT SAMPLES
Task Description Objective General Information
Audit Samples Evaluate accuracy of Method Ifno audit samples are received, no
23, 26, and 29 cost will be incurred for Task 5
Cost for Task Method 23 $1100 per sample
Method 26 $50 per sample
Method 29 $500 per sample
Program Management Bill DeWees -likely Matt Winkeler, Lab Manager, will
Scott Steinsberger - backup coordinate with subcontract labs as
he does with all other samples
Complete descriptions Analyze in same manner as No deviations
and references or applicable method
deviations
Analytical Metals Element One. conducts all other
Subcontractor MWC tasks and audits
PCDD/PCDF Analytical Perspective - has
conducted all MWC tasks and audits
HCI DEECO
Summary of
Experience Same as Testing See Table 9.1
Standby and
Postponement N/A N/A
Daily Test Matrix N/A N/A
QNQC Procedures See Section 4 Meet 40 CFR 60 Requirements
and NC DAQ
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TABLE 1.5 BID INFORMATION - TASK 6 - COMPLIANCE TEST REPORT
Task Description Obiective General Information
Final Compliance Use report format acceptable Four copies of draft within
Tests Report to W ASTEC and NC DAQ 45 days of completion of testing. The final
and submit on time Report will be submitted within 2 days after
receiving comments
Cost for Task Report Preparation 2008,2009 & 20010 - $2,000
Program Bill DeWees - reviewer Marc Hamilton has also written all of the
Management Marc Hamilton - author MWC reports. This approach has provided
and Chemical Engineer outstanding quality and consistency
Complete Report will use report format No deviations
descriptions and acceptable to W ASTEC
references or and NC DAQ
deviations
Analytical
Subcontractor None Required None Required
Summary of This type of reporting has
Experience been conducted at numerous See Table 9.1
MWC faclities
Standby and
Postponement N/A N/A
Daily Test Matrix N/A 30 days of completion of testing
final 2 days after comments
QNQC See Section 4 Meet 40 CFR 60 Requirements
Procedures and NC DAQ
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SECTION 2. STACK TESTING SUMMARIES
All sampling and analytical methods employed for this program will be performed in
accordance with the procedures outlined in the Standards of Performance for New Stationary
Sources, 40 CFR 60.58b and 40 CFR 60.38b.
2.1 SAMPLE POINT AND PORT LOCATIONS
The number and location of the sampling or traverse points will be determined according
to the procedures outlined in EP A Method 1. The sample location will be inspected to insure EP A
Method 1 criteria is met. A cyclonic flow check will be performed before the start of testing. All
points will be more than 0.5 inches from the stack wall.
2.2 FLUE GAS VELOCITY AND VOLUMETRIC FLOW RATE - EPA METHOD 2
The flue gas velocity and volumetric flow rate will be determined according to the
procedures outlined in EPA Method 2. Velocity measurements will be made using type S pitot
tubes conforming to the geometric specifications outlined in EPA Method 2. Accordingly, each
has been assigned a coefficient of 0.84. Differential pressures will be measured with Magnehelic
gauges of appropriate range or with fluid manometers. Effluent gas temperatures will be measured
with chromel-alumel thermocouples equipped with hand-held digital readouts,
2.3 FLUE GAS COMPOSITION - EPA METHOD 3
Flue gas analysis for oxygen (02) and carbon dioxide (C02) concentrations, and the
calculation of percent excess air and flue gas dry molecular weight will be performed in accordance
with EPA Method 3. Multi-point, integrated sampling will be used to obtain a flue gas sample
concurrent with any isokinetic testing. A diaphragm pump, delivering 500 to 750 cubic
centimeters-per-minute (cc/min) of flue gas will be used to fill a Tedlar bag. Moisture will be
removed from the sample with a knockout jar located at the exit of the sampling probe. Sampling
will be of the same duration as the test runs, except for purges following port changes.
Concentration measurements will be made using an orsat analyzer. Prior to each series of
analyses, the Orsat will be leak checked to confirm that there is less than 0.2 milliliter (mL) change
in five minutes. Analysis for a given sample will repeated until the dry molecular weights for any
three analyses differ by less than 0.3 Ib/lb-mole from their mean, and the 0 2 analyses less than
0.3% from their mean.
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2.4 FLUE GAS MOISTURE CONTENT - EPA METHOD 4
The flue gas moisture content will be determined in conjunction with each EP A Method 5
type train and according to the sampling and analytical procedures outlined in EP A Method 4. The
impingers will be connected in series and will contain reagents as described below. The impingers
will be contained in an ice bath in order to assure condensation of the moisture in the flue gas
stream. Any moisture that is not condensed in the impingers is captured in the silica gel, therefore
all moisture can be weighed and entered into moisture content calculations.
2.5 PARTICULATE MATTER - EPA METHOD 5 AND METHOD 202
An EP A Method 5 sampling train will be used to collect particulate matter and particulate
matter. The condensible PMIO will be determined by EPA Method 202.
The sample train used for collecting particulate matter samples is an EP A Method 5 design.
All particulate and condensible matter collected will be assumed to be less than 10 microns in
diameter since emissions are controlled by a fabric fIlter. Condensible matter will exclude
ammonium, chloride and sulfate (optional). Samples are collected over a two (2) hour period to
assure adequate amounts of particulate matter are collected for accurate weighing. The gas is
drawn from the stack through a glass nozzle and heated probe liner, through a pre-tared front-half
filter, and through three (3) impingers containing 100 milliliters (m!) of deionized (D!) water,
through an empty impinger, and through a bubbler containing indicating silica gel desiccant. All
glassware will be thoroughly cleaned and rinsed with DI water, acetone, and methylene chloride
(CHzClz) prior to use. The probe and filter boxed heaters will be kept at settings to maintain a
temperature of248 :t250F during the test. The back-half is maintained at a temperature below 68 OF
by adding ice to the condenser section throughout sampling.
The sample train is connected to a control box by means of an umbilical cord which contains
a vacuum hose, pitot lines, thermocouple wires and a 4-wire electrical cord. The control box
(meter box) is used to monitor stack conditions and to facilitate isokinetic sampling. The control
box consists of a leak-free pump used to pull the stack gas through the sample train, fine and coarse
metering valves to control the sampling rate, a vacuum gauge which measures the pressure drop
from the sampling nozzle to the metering valves, and a calibrated dry gas meter readable to 0.001
cubic feet. The dry gas meter inlet and outlet temperatures are monitored by thermocouples which
are connected to a multichannel thermocouple indicator. The dry gas meter calibration factor, Y,
is determined by calibJating the meter against a wet test meter or calibrated dry gas meter. At the
outlet of the dry gas meter is a calibrated orifice which is used to monitor the flow of gas through
the metering system to assure that samples are collected isokinetically. The pressure drop across
the orifice is monitored at each sample point. The pitot tubes utilized to measure stack gas velocity
are connected to the control box via the umbilical cord. The control box contains an inclined
manometer used for the velocity measurement.
Stack condition measurements are made prior to collecting a sample, including
measurements of velocity, temperature and a check for cyclonic flow in the stack. A sample nozzle
is selected and isokinetic operating parameters are established utilizing a programmable calculator.
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The sampling nozzle, probe and prefilter connective glassware are cleaned and rinsed with
dichloromethane prior to use. The sample train is assembled and determined to be leak-free
following the procedures outlined in EPA Method 5. The sample nozzle is positioned in the stack
at the first sample point. The sample pump is turned on, and the gas sampling rate is adjusted for
isokinetic sampling. At the conclusion of the test, the pump is turned off, the probe is removed
from the stack, and a post-test leak check is performed per Method 5 procedures.
The Method 5/202 sample train will be purged with nitrogen (or air, per EPA Method 202)
following each test to minimize sulfate (SO. ) formation in the impingers. The front-half of the
sample train will be recovered with acetone per Method 5 procedures and the particulate matter will
be quantified gravimetrically after evaporation of the acetone. Comments regarding the filter
condition and the color of the particulate matter will be made on each data sheet. The back-half
of the sample train will be recovered and analyzed per EPA Method 202.
To perform the Method 202 back-half analysis, the impinger solutions are recovered into
a graduated cylinder. The impingers are rinsed with DI water and the rinses are combined with
the contents of the graduated cylinder and the final volume is recorded. The pH of each sample
is measured and recorded.
The condensible matter is quantified by performing a solvent extraction using a separatory
funnel on the remaining impinger solution. The impingers are given a final rinse with 75 ml of
CH2CI2, which are collected in a glass sample container for later use in the first extraction. Two
(2) additional 75 ml portions of CH2CI2 are used for a total of three (3) 75 ml extractions. The
organic layer is transferred to a tared 150 ml beaker and this beaker's contents are allowed to
evaporate in an evaporation chamber at ambient temperature to dryness, the beakers are desiccated,
then weighed to a constant weight. The water layer is transferred to a tared 150 ml beaker with
glass boiling beads and this beaker's contents are heated on a hot plate to boiling until
approximately 50 ml remain in the beaker. The remaining 50 ml in the beaker are evaporated to
dryness in an oven at 1050C. The following measurements are optional and not included in the
quote. The dried residue from the water layer for each sample is redissolved in 100 ml DI water.
The solution is titrated with 0.1 N ammonium hydroxide (NHPH) to a pH of approximately 7.0
and the evaporation step is repeated. Sulfuric acid (H2S04) present in the condensible particulate
matter is hydroscopic, which creates an erroneous particulate weight. The ammonium reacts with
the H2SO. in an acid-base reaction which occurs during the titration procedure allowing a more
accurate weight of condensible particulate matter to be obtained. Sample blanks containing DI
water and CH2CI2 are analyzed in an identical fashion as the representative "section". All beakers
are desiccated for at least 24 hours and weighed to constant weights of :1:0.5 milligrams (mg) after
their contents have evaporated.
The total particulate matter weight is the sum of the net weights of the particulate matter
found on the filter plus the net weights found in the beakers containing the sample, minus the
weight of the NH4 + added minus the acetone, water and methylene chloride blank concentrations.
Comments regarding the color of the contents of each beaker will be made on each data sheet.
Method 202 allows a correction only of the ammonium added during the titration procedure. The
mass of SO. - is calculated based on the known amount of NH. + added and is shown on the
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individual computer printouts in the appendices, but is not used in the correction calculation. The
IC results for SO. - are used in the SO. - correction calculation which is allowed under permitting
standards. The SO. - corrected particulate matter weight is the final net weight minus the net
weight of the SO. -
2.6 SAMPLING AND ANALYSIS FOR FLUE GAS METALS (Cd, Pb and Hg) - EPA
METHOD 29
EPA Method 29 will be used to collect Cadmium (Cd), Lead (Pb) , and Mercury (Hg) stack
gas samples on both boilers. Three 120-min runs will be conducted. A reagent blank will be
recovered for blank correction.
The Method 29 sample train will consist of a glass nozzle and glass probe liner with a quartz
fiber filter and a Teflon filter support. The reagents placed in the impingers will most likely be as
follows: an empty first impinger, 100 mL of 5% HNQ'IO% HP2 in each of the second and third
impingers, the fourth will remain empty, 100 mL of acidic KMnO. in the fifth and sixth, and 200
grams of silica gel in the seventh impinger. In addition, a low metals quartz filter, such as Pallflex
2500QA T -UP, will be used. The filter will be placed between the probe exit and the first impinger
and the probe and filter will be maintained at a temperature of 248 :!: 25 F.
At the conclusion of sampling the train is leak checked and transported to the sample
recovery trailer. The probe and filter housing are removed and the impingers are weighed for EP A
Method 4 moisture determination. The front half of the sampling train (nozzle, probe, & front half
of the filter housing) will be brushed and rinsed with 100 mL of 0.1 N nitric acid into a uniquely
identified glass sample jar to recover the metals. The brush will be Teflon, The contents
(condensate & reagent) of the first three impingers will be placed in a uniquely identified glass
sample jar. The backhalf of the filter holder through the third impinger will then be rinsed into the
same uniquely identified glass sample jar using 100 mL of O.IN nitric acid solution. The fourth
imp inger's condensate will be placed into a separate uniquely identified glass sample jar, and the
impinger and connecting glassware will be rinsed with 100 mI of O.IM HNO, into the same jar.
The contents (condensate & reagent) of the fifth and sixth impingers will be placed in a uniquely
identified glass sample jar. The impingers and connecting glassware will then be rinsed into the
same uniquely identified glass sample jar using 100 mI of acidic KMnO . solution. After the
KMnO. rinse the impingers and connecting glassware will then be rinsed into the same uniquely
identified glass sample jar using 100 ml of Dr water. To remove residual brown deposits, the fifth
and sixth impingers will be rinsed with 25 ml of 8N HCL into a uniquely identified glass sample
jar containing 200 ml of Dr water.
Sample recovery from this combined train will include:
I.
2.
3.
Container No. I - Filter, quartz fiber
Container No.2 - O.IN HNO, rinses of nozzle, probe and front-half of filter holder
Container No.3 - Contents HNO ,1HP2 impingers, and O.IN HNO, rinse of
impingers and back -half of filter holder
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4. Container No.4 - Contents of knockout impinger, and O.IN HNO 3 rinse of
impingers
5. Container No.5 - Contents H2S04/KMn04 impingers, and H2SOiKMn04 and DI
Hp rinse of impingers
6. Container No.6 - 8N HCL rinse of H2S04/KMn04 impingers (optional)
Analytical procedures follow those outlined in EPA Method 29,40 CFR Pt. 60, App. A.
The probe and nozzle rinses and the quartz filter will be subjected to microwave digestion with
concentrated hydrogen fluoride and nitric acid. The 5 % nitric acid/l 0% hydrogen peroxide solution
is reduced to near dryness, and digested with nitric acid and hydrogen peroxide. The target metals
(except Hg) in these solutions and the front half fractions will be measured employing primarily
graphite furnace atomic absorption spectroscopy (GFAAS). If greater analytical sensitivity can be
obtained by ICP or FLAAS, arsenic, beryllium, cadmium, chromium, lead, nickel, and zinc will
be measured the more sensitive technique. The front half, the 5 %/10%, the fourth (empty), and
fifth and sixth (KMn04) impingers' reagent/ condensate/rinses and HCL rinse will be analyzed for
mercury using cold vapor atomic absorption spectroscopy (CV AAS). The analytical methods are
as follows:
Metals
Cadmium
Lead
Mercury
SW-846
7131
7420
7470 (M29)
Duplicate analyses will be performed on all mercury samples. In addition, a field blank,
reagent blanks, and a filter blank will be collected and analyzed. Spikes will also be added to
determine metal recovery efficiencies. Also duplicate analysis will be conducted on 10% of
samples.
2.7 MERCURY - EPA METHOD 29 (Inlet Only)
A second EPA Multi-Metal Sampling Train will be used to collect emissions samples for
mercury only. This train is operated in the same manner as a regular EP A Method 5 sampling
train. Pretest preparations, preliminary determinations, and leak check procedures will be those
outlined in EP A Method 5.
2.7.1 Sample Collection
The average sampling rate for each run will be within :!: 10 % of 100 % isokinetic
conditions. Each test run will be a minimum of two (2) hours in duration and will sample a
minimum of 60 dry standard cubic feet. Borosilicate glass or quartz probe liners and nozzles will
be used to avoid possible contamination.
The reagents placed in the impingers will be as follows: 100 ml of 5% HNO/IO% HP2
in each of the first two impingers, the third will remain empty, 100 ml of acidic KMnO 4 in the
fourth, and 200 grams of silica gel in the fifth impinger. In addition, a low metals quartz filter,
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such as Pallflex 2500QAT-UP, will be used. The filter will be placed between the probe exit and
the first impinger.
2.7.2 Sample Recovery
The front half of the sampling train will be rinsed with 0.1 N nitric acid to recover the
metals. After impinger absorbing solutions recovery, all sample exposed components will be rinsed
into appropriate containers with 0.1 N nitric acid, Surgical gloves will be used during recovery.
The condensate catch determination will be performed according to EPA Method 4
procedures. SW-846 Methods will be used to determine metal concentrations.
2.7.3 Sample Analysis
The filter, filter rinses, the first three impinger catches and rinses, and the KMn04 impinger
reagent and rinse will be analyzed for mercury using cold vapor AA (CV AA).
Duplicate analyses will be performed on all mercury samples. In addition, a field blank,
reagent blanks, and a filter blank will be collected and analyzed. Spikes will also be added to
determine mercury recovery efficiencies.
2.8 HYDROGEN CHLORIDE - EPA METHOD 26A
The sampling and analytical procedures outlined in the EPA Method 26A will be used to
determine hydrogen chloride (HCL) emissions. The sampling train impinger system will contain
100 ml ofO.lN sulfuric acid in each of the fITst two impingers, 100 ml ofO.lN sodium hydroxide
in the third and fourth impingers, and 200 grams of silica gel in the fifth impinger. The optional
cyclone will not be used since the gas stream is not saturated with moisture. The optional knockout
impinger will not be used since the gas stream moisture is relatively low.
The nozzle and probe liner will be constructed of borosilicate glass of quartz. The filter
holder will be constructed of borosilicate glass with a Teflon frit filter support and a sealing gasket.
A quartz-fiber filter will be used. Nozzles, probe liners, and filter holders will be rinsed
thoroughly prior to testing.
This train is operated in the same manner as a regular EPA Method 5 sampling train.
Pretest preparations, preliminary determinations, and leak check procedures will be those outlined
in EPA Method 5. The average sampling rate for each run will be within :t 10% of 100%
isokinetic conditions. Each test run Will be a minimum of one (1) hours in duration and will sample
a minimum of 30 dry standard cubic feet. The probe and filter will be maintained at between 35B
and 400'F to prevent a bias from the ammonia.
The impingers will be weighed to determine moisture gain in accordance with EP A Method
4.
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Sample recovery will involve quantitative recovery of the sulfuric acid impinger contents,
followed by three rinses with deionized, distilled water of the impingers and all connecting
glassware. The back half of the filter holder and the connecting glassware to the first impinger will
also be rinsed three times with deionized, distilled water. The impinger contents and rinses will
be combined and sealed in a tare-weighed, precleaned glass sample container. The container will
be labeled, and weighed to determine the final sample volume. The liquid level will be marked on
the sample container.
The sulfuric acid impinger solutions will be analyzed using ion chromatography techniques
for chloride ions (Cr). Duplicate analyses will be performed on the samples and a reagent blank.
Precision will be demonstrated by duplicate injection of each sample, the results of each individual
analysis must be within 5 % of their mean to be acceptable. If the precision criteria is not met,
analysis of the sample is repeated until consecutive injections meet the criteria.
2.9 PCDDs/PCDFs - EPA METHOD 23
Samples for PCDD/PCDFs will be withdrawn isokinetically from the source using an EP A
Method 23 sampling train. Three 240 minute runs will be conducted. A field blank will be
collected.
The sampling train will consist of a glass-lined or Teflon-lined heat-traced probe with a
glass button hook nozzle, and attached thermocouple and pitot tube. The probe will be maintained
at a temperature of 248 OF + 250F. After leaving the probe, the sample gas will pass through a
heated glass fiber fIlter (Reeve Angel 934 AH), a water-cooled condenser, and a sorbent module
containing approximately 25 g of XAD-2 resin. The XAD module is followed by a series of five
impingers. The XAD inlet temperature is monitored to ensure that the temperature of the flue gas
sample entering the module is maintained below 20oC. This temperature will be maintained by
continuously circulating ice-chilled water through the condenser jacket and the jacket on the XAD
module. The first impinger, acting as a condensate reservoir, is connected to the outlet ofthe XAD
module and is modified with a short stem so that the sample gas did not bubble through the
collected condensate.
The first and fourth impingers are empty, the second and third contained 100 mL of distilled
water, and the fifth contains a known weight of silica gel. The impingers are weighed prior to
assembling the sampling train to permit gravimetric moisture determination. All sample-exposed
surfaces within the train will be made of glass or Teflon; no sealant greases will be used. The
impingers are followed by a standard Method 5-type pump, dry gas meter, and calibrated orifice
meter.
The glassware is cleaned according to the procedure in Table 2.1. The filter and XAD will
be predeaned for contamination according to procedures described in Method 23.
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TABLE 2.2 PCDDs/PCDFs GLASSWARE CLEANING PROCEDURE
I. Soak all glassware in hot, soapy water (AJconox).
2. Rinse with tap water, three times.
3. Rinse with deionized water, three times.
4. Rinse with pesticide grade acetone, three times.
5. Rinse with pesticide grade 50% MeCI2/50% Methanol, three times.
6. Bake at 4500F for 2 hours'.
7. Cap glassware with clean glass plugs; teflon tape or MeCl2-rinsed aluminum foil.
8. Leave cleaned glassware capped until field assembly.
'Step 4 not used for probe lines or non-glass (e.g., Teflon, nylon) components which cannot
withstand 450oF.
2.9.1 PCDD/PCDF Sampling Procedures
Sampling will be conducted isokinetically <.:t 10%) with readings of flue gas parameters
recorded at traverse points selected according to EPA Method I. Leak-checks on the Method 23
sampling train are performed before and after each sampling run and for any port change. In the
event that any portion of the train needed to be disassembled and reassembled (i.e., due to filter
or resin changes), leak-checks are performed. The sampling train leak-checks and leakage rate
(where applicable) are documented on the field test data sheet for each respective run. Allleak
checks will be acceptable.
Following each sampling run, the probes will be removed from the sampling train, the
openings will be capped, and the sampling train returned to the sample recovery area.
Blanks of reagents, XAD modules, and filters are collected. Reagent blanks of the recovery
solvents are collected directly out of the dispensing bottles employed during sample recovery. All
blank samples will be archived.
Following completion of each test run, the Method 23 trains will be transported to the
sample recovery area on site, out of the sunlight. The impingers and XAD-2 trap are weighed and
final and initial weights are compared to determine moisture catch and the impinger contents are
placed in a uniquely identified sample jar. Acetone followed by methylene chloride (MeC~) will
be used to conduct the initial rinses of the sampling train (front half components only, including
nozzle, probe and front half of filter holder). The same rinses are repeated in the back half
components of the train up to but not including the XAD-2 trap and placed in a uniquely identified
sample jar. These rinses are followed by a final toluene rinse (three times) which is kept separate
from the rest of the sample fraction for analysis (this is performed on all but the impingers, up to
the XAD-2 trap). All Method 23 samples will be stored at 40C until they are delivered to the
laboratory for analysis. After all components are recovered/rinsed the following sample jars will
be included/contained in a typical run recovery:
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Container 1
Container 2
Filter(s)
Rinses of nozzle, probe and front half of the filter holder
(acetone & MeClz)
Rinses of the back half of the filter holder, transfer line (if used), and
condenser (acetone & MeClz)
Toluene rinse of the entire train up to the XAD-2 trap
XAD-2 trap
Container 3
Container 4
Container 5
2.9.2 PCDD/PCDF Sample Analysis
The PCDD/PCDF train samples are analyzed for PCDD/PCDFs following EPA Method
23. The analysis of PCDD/PCDFs by high resolution gas chromatography coupled to high
resolution mass spectrometry (HRGC/HRMS) involves highly specialized procedures that require
a complex series of extraction and clean-up steps. These procedures are described in EP A Method
23. The actual analysis by HRGC/HRMS requires highly trained individuals and computerized data
acquisition and data interpretation.
To monitor the extraction, clean-up, and analysis of the PCDD/PCDFs, labeled internal
standards are added to the field samples and laboratory blanks. One set of labeled internal
standards as added for all the Soxhlet extraction steps and the recoveries of these standards is used
to adjust the results. The specific internal standards, surrogate standards, alternative standards, and
recovery standards that will be employed.
Once the trace organic compounds are identified and confirmed by the procedures described
above, the compounds will be quantified by comparison of the response factors of the sample
analytes to the response factors of known amounts of native trace organic compound external
standards. The recoveries of the internal standards, added to the Soxhlet extraction step, will be
then used to adjust the results of the corresponding native PCDD/PCDF's (i.e., 13C12-2,3,7,8-
TCDD recovery is used to adjust results for all native TCDD's and TCDF's).
For validating analytical data, the extraction and cleanup system is demonstrated to be free
of contamination. Method blanks and matrix blanks are analyzed.
Once the trace organic compounds are identified and confirmed by the procedures
2.10 VISUAL EMISSIONS - EPA METHOD 9
The opacity of emissions from stationary sources will determined visually by a qualified
observer. The qualified observer will stand at a distance sufficient to provide a clear view of the
emissions with the sun oriented in the 1400 sector to the observer's back. Consistent with
maintaining the above requirement, the observer will, as much as possible, make observations from
a position such that the observer's line of vision is approximately perpendicular to the plume
direction and, when observing opacity of emissions from rectangular outlets (e.g., roof monitors,
open baghouses, noncircular stacks), approximately perpendicular to the longer axis of the outlet.
The observer's line of sight should not include more than one plume at a time when multiple stacks
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are involved, and in any case the observer will make his observations with a line of sight
perpendicular to the longer axis of such a set of multiple stacks (e.g., stub stacks on baghouses).
Opacity observations will be made at the point of greatest opacity in that portion of the
plume where condensed water vapor is not present. The observer will not look continuously at the
plume but instead shall observe the plume momentarily at 15-second intervals. When condensed
water vapor is present within the plume as it emerges from the emission outlet, opacity observations
will be made beyond the point in the plume at which condensed water vapor is no longer visible.
The observer will record the approximate distance from the emission outlet to the point in the
plume at which the observations are made. When water vapor in the plume condenses and becomes
visible at a distinct distance from the emission outlet, the opacity of emissions will be evaluated at
the emission outlet prior to the condensation of water vapor and the formation of the steam plume.
Opacity observations will be recorded to the nearest 5 percent at 15-second intervals on an
observational record sheet. A minimum of 24 observations will be recorded. Each momentary
observation recorded will be deemed to represent the average opacity of emissions for a 15-second
period.
The observations recorded on the record sheet will be divided into sets of 24 consecutive
observations. For each set of 24 observations, the average will be calculated by summing the
opacity of the 24 observations and dividing this sum by 24.
2,11 VISIBLE FUGITIVE EMISSIONS - EPA METHOD 22
Visible fugitive emissions will be monitored using EPA Method 22. Method 22 uses an
observer to determine the presence of visible fugitive emissions. The observer uses two
stopwatches, one to measure the total time of the test, and the second to record the amount of time
during the test when visible emissions are present.
The observer is not to observe for periods of more than 20 minutes without taking a rest
break. (EPA Method 22, section 5.4.2).
2,12 EQUIPMENT
DEECO has sufficient equipment to have all the sampling trains prepared prior to the start
of each day's testing. DEECO also has sufficient spares of other sample boxes and other equipment
to ensure that there are no extended delays due to sampling equipment malfunctions and waiting
for sample trains to be recovered.
D EECO will supply all required equipment and supplies including standard safety gear (hard
hats, safety glasses, and steel-toe boots).
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SECTION 3. EMISSION TESTING PROGRAM PHASES
This program has five tasks I) Site visit and review protocol, 2) Engineering Testing, 3)
Compliance Test,4) Analytical Testings, and 5) Test Coordination. As shown in the company
experiences in Section 9, DEECO has conducted numerous tests with similiar scopes of work.
These responsibilities, timing and goals of these phases are discussed below:
3.1 Task 1 Compliance Test Protocol Development. A final test protocol will be developed
within two days the site visit. Mr. Bill DeWees will attend a pretest at the facility to review the
protocol. In the past, DEECO has conducted testing at fifteen different MWC facilities.
3.2 Task 2 Engineering Test (see Tables 1.4) will be conducted on one boiler. DEECO has
six specially designed trailers. For this task, an Air Toxic Recovery trailer will be brought on-site.
DEECO will conduct on-site analysis for HCI.
3.3 Task 3 Compliance Test (see Tables 1.2, 1.2A and 1.2B) will be conducted on three boiler
trains in accordance with the methods and scope shown in Table 1.1. DEECO has six specially
designed trailers. For this task, an Air Toxic Recovery trailer will be brought on-sitiEECO will
conduct on-site analysis for HCI.
The reporting requirements are discussed in greater detail in Section 6. Critical sampling
parameters, such as volumetric flowrate, gas stream moisture, isokinetic sampling rates, oxygen
content and carbon dioxide content, will be calculated following each test run, and provided to
WASTEC on-site. DEECO will not leave the site with unacceptable sample runs.
Testing will be conducted with a field staff of nine and a recovery trailer. The Project
Manager and On-site Coordinator will likely be Mr. Bill DeWees.
3.4 Task 5 Report Development (see Table 1.6) a complete written summary report of all
stack testing activities and results will be prepared and provided to W ASTEC in a timely manner,
not to exceed 45 days, following each compliance stack testing event.
3.5 Test Coordination
Mr. Paul Marlow will serve as test coordinator. He will be responsible for:
1. Scheduling the start of all testing
2. Principal contact with the agency officials concerning the tests
3. Principal contact with DEECO concerning the tests
4. Recording the process data during the testing
5. Providing copies of any field test data to the agency
If there is a temporary equipment malfunction in the middle of a test, radio contact will be
made with the test crew in order to delay the test. When problems have been corrected, the test
will continue from the point where it was delayed.
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The following are typical examples of mechanical failures which will be considered valid
reasons for delaying the testing:
1. Crane outage
2. Fan outage
3. Plugged spray dryer absorber atomizer
4. Broken grate block
5. Plugged feed chute
6. Plugged ash conveyor system
7. Turbine trip
8. Hydraulic failure of stoker equipment
9. Fabric filter failure
10. Carbon injection system upset
11. Other identified process upsets
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SECTION 4. QUALITY ASSURANCE AND QUALITY CONTROL
The quality assurance and quality control is divided into three areas (I) Quality Assurance
Program Organization and Responsibility, (2) Sample Custody, and (3) Internal Quality Control
Checks. Each is described below.
4.1 QUALITY ASSURANCE PROGRAM ORGANIZATION AND RESPONSIBILITY
This section provides information regarding the organization of the sampling and analytical
program. The following details the key positions and their responsibilities. Once personnel have
been assigned to these positions, their qualifications will be provided as an addendum.
The organization of the project team, including QA functions, is shown in the project
organization chart (see Figure 4.1). Note that the QA structure is independent of the organizational
groups who will generate environmental measurement data during this project.
4.1.1 PROJECT DIRECTOR
The Project Director (PD) oversees the Project Manager's test program planning,
organization and performance. He also assists in technical supervision and oversees protocol
development and review, data interpretation, and report preparation. The Project Director for this
project will be Dr. Scott Steinsberger.
4.1.2 PROJECT MANAGER
The Project Manager (PM) supervises the planning, oversight and review functions
associated with the various elements of the test program. Mr. Bill DeWees will be the Project
Manager and On-site Coordinator.
4.1.3 PROJECT QUALITY ASSURANCE MANAGER
The Quality Assurance Manager (QAM) has the primary responsibility for ensuring that all
reported data meet the QA objectives associated with the measurement project.
The QAM is independent of project management.
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Project ---------------------------,
Director I
I
I
I
I
I
I
I
I
I
!
Project -------------- Project Quality
Manager Assurance Manager
I
I
I
I
I
I
I
,..------------------,--- ______________,__________________J
I
I
I
I
I
I
I i
I
I
I
I
I
I
I
! i
Field Data Report Sample
Operations Task Manager
Coordinator Manager
I
DEECO Contract
Field Staff Report Staff Laboratory Laboratory
Staff Staff
Management Lines of Authority
Quality Assurance Lines of Authority
Figure 4.1 Project organizational chart.
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The QAM will provide supervision of all technical aspects of the work effort, which
includes but is not limited to, method development, sample analysis, interpretation of test results,
and preparation of the final report. The QAM's responsibilities include (1) the review of QA
project plans and (2) oversight of QA consideration of field testing projects. During the course of
data reduction and report writing, he will audit data quality, inspect field data, raw analysis data,
project records and reported QC data. He will develop an independent data quality assessment for
inclusion in the test report.
If problems arise which have the potential to adversely affect data, he will make
recommendations to the project manager, and higher management levels as necessary, to ensure
that appropriate corrective actions are taken.
4.1.4 FIELD OPERATIONS COORDINATOR
The Field Operations Coordinator's responsibilities include scheduling, coordination of
sampling tasks, and support for the sampling teams while they are in the field.
The Field Operations Coordinator works together with project managers, equipment and
laboratory managers in an effort to identify and eliminate potential.problems that could occur
during the test program. He also coordinates changes in the scope of work that develop while in
the field. He serves as support should any questions, problems or situations arise which would
require the assistance of the home office in the form of equipment, personnel, or technical
information. The field operation coordinator will be Mr. Bill DeWees.
4.1.5 SAMPLE MANAGER
The Sample Manager supervises the process sampling and insures that all samples are
properly labeled and shipped to the appropriate laboratory with necessary tracking documents. The
sample recovery and sample management will be handled by Mr. Matt Winkeler.
4.1.6 DATA REPORT TASK MANAGER
Data reduction and report preparation will be performed by the data report task manager.
He is responsible for the management of the report progress. After the field data has been reduced
and analytical results have been evaluated, he will calculate the pollutant concentrations and
emission rates and present them in a report that meets guidelines established by the EP A and state
agency. Mr. Marc Hamilton will be Report Manager. Mr. Hamilton has written more than fifty
MWC compliance report over the past nine years.
4.2 SAMPLE CUSTODY
Sample custody procedures for this program are based on EPA recommended procedures.
Since samples will be analyzed by one or more laboratories as well as in the field, the custody
procedures emphasize careful documentation of sample collection and field analytical data and the
use of chain of custody records for samples being transported. The procedures which will be used
are discussed below.
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4.3
FIELD SAMPLING OPERATIONS
The project manager will be responsible for ensuring that proper custody and documentation
procedures are followed for the field sampling and field analytical efforts. He will be assisted in
this effort by key sampling personnel involved in sampling recovery.
Samples will be collected, transported, and stored in clean containers which are constructed
of materials inert to the analytical matrix such as glass jars. Only containers which allow air tight
seals will be used. Amber glass jars will be employed when containers are needed to inhibit
photochemical reactions.
All sampling data, including information regarding sampling times, locations, and any
specific considerations associated with sample acquisition will be recorded on preformatted data
sheets. An example field sampling data form for an isokinetic type sampling train is shown in
Figure 4.2. An example sample recovery data form for an isokinetic type sampling train is shown
in Figure 4.3.
Following sample collection, all samples will be given a unique alphanumeric sample
identification code as shown in Figure 4.4. Actual sample code could vary slightly depending upon
sample location and type. Figure 4.5 is the chain of custody sheet which will accompany all
isokinetic type reagent boxes used during the testing program and process samples that are collected
during testing. The chain of custody forms will be completed for each shipment box. The chain
of custody forms and a letter specifying the treatment of each sample will also be enclosed in the
sample shipment container. Samples to be combined and analyzed immediately, extracted and
stored for later analysis, or simply stored as is, will be clearly stated in this letter. The purpose
of the letter will be to ensure that the correct samples are combined, that samples containing
moisture will be analyzed on an as-received basis, and that samples with a limited shelf life (those
containing water) are extracted within the allowable time of 7 to 10 days after collection.
Samples will be stored for transport from the lab to the field to the lab in storage boxes
constructed in a fashion which minimizes movement and thus prevents breakage of containers. For
example, boxes used for transporting glass containers will have foam inserts with form-fitting
cutouts. Sample transport boxes will be locked except when in use. Vans containing equipment
and samples will be locked whenever they are left unattended.
Air Emissions Compliance Test Program Page: 26
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C Sampling Sample
Facility Location Type Run Number Sample Fraction
W ASTEC Inlet M29HG Run I FHAR
Wilmington, NC Run 2 PF
Unit 3 Run 3 5%/10%
BHAR
KMn04
HCL
M26A Run I H2SO4
Run 2
Run 3
W ASTEC Outlet M29HG Run 1 FHAR
Wilmington, NC Run 2 PF
Unit 3 Run 3 5%/10%
BHAR
KMn04
HCL
C M26A Run 1 H2SO4
Run 2
Run 3
M5129 Run I FHAC
Run 2 FHAR
Run 3 PF
5%/10%
M23 Run 1 FHSOL
Run 2 XAD
Run 3 CON/SOL
Example for Unit 3, Inlet Stack Sample, Method 29 for mercury, Front Half Acid Rinse
Unit 3-Inlet-M29HG-RI-FHAR
Figure 4.4 Alphanumeric sample identification number.
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A daily activity log will be maintained by the project supervisor. This will be an informal
log used to record various types of information, such as minor problems which arise, sketches of
sampling locations, names and phone numbers of plant contacts. daily activity summaries, etc,
4.4 ANALYTICAL OPERATIONS
Analytical operations will be performed on-site in the laboratory as well as in the remote
laboratories. The analytical data form to be used for on-site fixed gas (molecular weight)
determinations using Orsat analyzer is shown in Figure 4.6, Samples analyzed by outside
laboratories are transported with a Chain-of-Custody form as shown in 4.5, This form will list
sample identifications, analytical parameters, sample matrices, anticipated date of results, and other
relevant information necessary to ensure the appropriate analyses are performed and to document
the progress of the samples.
4.5 INTERNAL QUALITY CONTROL CHECKS
Specific quality control (QC) procedures will be followed to ensure the continuous
production of useful and valid data throughout the course of this test program. The QC checks and
procedures described in this section represent an integral part of the overall sampling and analytical
scheme. Strict adherence to prescribed procedures is quite often the most applicable QC check.
A discussion of both the sampling and analytical QC checks that will be utilized during this
C program is presented below.
4.5.1 EQUIPMENT INSPECTION AND MAINTENANCE
Each item of field test equipment will be assigned a unique, permanent identification
number. An effective preventative maintenance program is necessary to ensure data quality. Each
item of equipment returning from the field will be inspected before it is returned to storage. During
the course of these inspections, items are cleaned, repaired, reconditioned, and recalibrated where
necessary.
Each item of equipment transported to the field for this test program will be inspected again
before being packed to detect equipment problems which may originate during periods of storage.
This minimizes lost time on the job site due to equipment failure.
Occasional equipment failure in the field is unavoidable despite the most rigorous inspection
and maintenance procedures. For this reason, replacement equipment for all critical sampling train
components will be transported to the job site.
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4.5.2 EQUIPMENT CALIBRATION
New items for which calibration is required will be calibrated before initial field use.
Equipment whose calibration status may change with use or time will be inspected in the field
before testing begins and again upon return from each field use. When an item of equipment is
found to be out of calibration, it will be repaired and recalibrated or retired from service. All
equipment will be periodically recalibrated in full, regardless of the outcome of these regular
inspections .
Calibrations will be conducted in a manner, and at a frequency, which meets or exceeds
U.S. EPA specifications. The calibration procedures outlined in the EPA Methods will be
followed. When these methods are inapplicable, methods such as those prescribed by the American
Society for Testing Materials (ASTM) will be used.
Data obtained during calibrations will be recorded on standardized forms, which will be
checked for completeness and accuracy by the quality assurance manager. Data reduction and
subsequent calculations will be performed using computer facilities. Calculations will be checked
at least twice for accuracy. Copies of calibration forms will be included in the test or projects
reports.
Emissions sampling equipment requiring calibration includes pitot tubes, pressure gauges,
thermometers, dry gas meters and barometers. The following sections elaborate on the calibration
procedures to be followed for these items of equipment.
A: Pitot Tubes. All Type S pitot tubes used, whether separate or attached to a
sampling probe, will be constructed in-house or by Apex Corporation, Each new
pitot will be calibrated in accordance with the geometry standards contained in EP A
Method 2. A Type S pitot tube, constructed and positioned according to these
standards, will have a coefficient of 0.84 :t 0.02. This coefficient should not
change as long as the pitot tube is not damaged.
Each pitot tube will be inspected visually upon return from the field. If a cursory
inspection indicates damage or raises doubt that the pitot remains in accordance with
the EP A geometry standards, the pitot tube will be refurbished as needed and
recalibrated.
B:
Differential Pressure Gauge. All meter consoles used are equipped with lO-inch
water column (W.C.) inclined-vertical manometers. Fluid manometers do not
require calibration other than leak checks. Manometers will be leak checked in the
field prior to each test series, and again upon return from the field.
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C: Impinger Thermometer. Prior to the start of testing, the thermometer used to
monitor the temperature of the gas leaving the last impinger will be compared with
a mercury-in-glass thermometer which meets ASTM E-I No. 63F specifications.
The impinger thermometer is adjusted if necessary until is agrees within 20F of the
reference thermometer. If the thermometer is not adjustable, it is labeled with a
correction factor.
D: Dry Gas Meter Thermometer. The thermometer used to measure the temperature
of the metered gas sample will be checked prior to each field trip against an ASTM
mercury-in-glass thermometer. The dry gas meter thermometer is acceptable if the
values agree within :t 5.40F. Thermometers not meeting this requirements will be
adjusted or labeled with a correction factor.
E:
Flue Gas Temperature Sensor. All thermocouples employed for the measurement
of flue gas temperature are calibrated upon receipt. Initial calibrations will be
performed at three points (ice bath, boiling water, and hot oil), An ASTM mercury-
in-glass thermometer will be used as a reference. The thermocouple is acceptable
if the agreement is within 1.5 percent (absolute) at each of the three calibration
points.
Before and after each field use, the reading from the flue gas thermocouple-
potentiometer combination will be compared with an ASTM mercury-in-glass
reference thermometer at ambient conditions. If the two agree within :t 1.5 percent
(absolute), the thermocouple and potentiometer are considered to be in proper
working order.
F: Dry Gas Meter and Orifice. Two procedures will be used to calibrate the dry gas
meter and orifice simultaneously. The full calibration will be a complete laboratory
procedure used to obtain the calibration factor of the dry gas meter. Full
calibrations will be performed over a wide range of orifice settings. A simpler
procedure, the pOSHest calibration, will be designed to check whether the
calibration factor has changed. PosHest calibrations will be performed after each
field test series at an intermediate orifice setting (based on the test data) and at the
maximum vacuum reached during the test.
A dry gas meter that is calibrated annually against a spirometer will be used as a
transfer standard. During the annual calibration, triplicate calibration runs will be
performed at seven flow rates ranging from 0.25 to 1.40 cfm.
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G: Dry Gas Meter. Each metering system receives a full calibration at the time of
purchase and a post-test calibration after each field use. If the calibration factor,y,
deviates by less than five percent form the initial value, the test data are acceptable.
If y deviates by more than 5 percent, the meter is recalibrated and the meter
coefficient (initial or recalibrated) that yields the lowest sample volume for the test
runs is used.
EP A Method 5 requires another full calibration anytime the post-test calibration
check indicates that y changed by more than 5 percent. Standard practice is to
adjust and recalibrate the dry gas meter anytime y is found to be outside the range
of 0.97 to 1.03.
H: Orifice. An orifice calibration factor will be calculated for each flow setting during
a full calibration. Ifthe range of values does not vary by more than 0.15 in H 20
over the range of 0.4 to 4.0 in H20, the arithmetic average of the values obtained
during the calibration is used.
I:
Barometer. Each field barometer will be adjusted before each test series to agree
within :t 0.1 inches of a reference aneroid barometer. The reference barometer will
be checked against the station pressure value (corrected for elevation difference)
reported by the National Weather Service.
4.5.3 SAMPLING QUALITY CONTROL PROCEDURES
.The following pretest QC checks will be conducted:
.
All sampling equipment will be thoroughly checked to ensure clean and operable
components.
Equipment will be inspected for possible damage from shipment.
The oil manometer or Magnehelic gauge used to measure pressure across the Type
S pitot tube will be leveled and zeroed.
The number and location of the sampling traverse points will be checked before
taking measurements.
The temperature measurement system will be visually checked for damage and
operability by measuring the ambient temperature prior to each traverse.
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In addition to the general QC procedures listed above, QC procedures specific to each sampling
method will also be incorporated into the sampling scheme. These methods and specific procedures
are discussed below.
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A: Sampling Train QC checks. The following QC procedures will be emphasized:
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Prior to Start of Tests
· Keep all cleaned glassware and sample train components sealed until train
assembly.
· Assemble the sampling trains in an enviromnent free from uncontrolled dust.
· Visually inspect each sampling train for proper assembly.
· Perform pretest calculations to determine the proper sampling nozzle size.
Prior to Testing Each Day
· Visually inspect the sampling nozzle.
· Visually inspect the Type S pitot tube.
· Leak check each leg of the Type S pitot tube.
· Leak check the entire sampling train.
During Testing Each Day
Readings of te.mperature and differential pressure will be taken at each
transverse point.
All sampling data and calculations will be recorded on preformatted data
sheets.
All calibration data forms will be reviewed for completeness and accuracy.
Any usual occurrences will be noted during each run on the appropriate data
form.
The project supervisor will review sampling data sheets daily during testing.
Properly maintain the roll and pitch axis of the Type S pitot tube and the
sampling nozzle.
Leak check the train before and after any move from one sampling port to
another during a run or if a filter change takes place.
Conduct additional leak checks if the sampling time exceeds 4 hours.
Maintain the probe, filter, and impingers at the proper temperatures.
Maintain ice in the ice bath at all times.
Make proper readings of the dry gas meter, delta P and delta H,
temperature, and pump vacuum during sampling at each traverse point.
Maintain isokinetic sampling within :I: 10% of 100%.
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After Testing Each Day
· Visually inspect the sampling nozzle.
· Visually inspect the Type S pitot tube.
· Leak check each leg of the Type S pitot tube.
· Leak check the entire sampling train.
B: QC for Volumetric air flow rate determinations
Flue Gas Velocity. Data required to determine the flue gas velocity will be
collected using the methodology specified in EPA Method 2. Quality control
procedures are as follows.
· Visually inspect the Type S pitot tube before and after sampling.
· Leak check both legs of the pitot tube before and after sampling.
· Check the number and location of the sampling traverse points before taking
measurements.
Flue Gas Molecular Weight. Samples to be used for determination of flue gas
molecular weight will be collected using the integrated sampling technique specified
in EPA Method 3. Quality control will focus on the following procedures:
· The sampling train will be leak checked before and after each run.
. A constant sampling rate will be used in withdrawing a sample.
. The sampling train will be purged prior to sample collection.
· The sampling port will be properly sealed to prevent air in-leakage.
Moisture Content. The moisture content of the gas stream will be determined
using the technique specified in EPA Method 4. The following QC checks will be
performed:
. The sampling train will be leak checked before and after each run.
. Ice will be maintained in the ice bath throughout each run.
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4.5.4 ANALYTICAL QUALITY CONTROL PROCEDURES
All analyses for this program will be performed using accepted laboratory procedures in
accordance with the specified analytical protocols. Adherence to prescribed QC procedures will
ensure data of consistent and measurable quality. Analytical QC will focus upon the use of control
standards to provide a measure of analytical precision and accuracy. Also, specific acceptance
criteria are defmed for various analytical operations including calibrations, control standard
analyses, drift checks, blanks, etc. The following general QC procedures will be incorporated into
the analytical effort:
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The on-site project manager will review all analytical data and QC data on
a daily basis for completeness and acceptability ,
Analytical QC data will be tabulated using the appropriate charts and forms
on a daily basis
Copies of the QC data tabulation will be submitted to the quality assurance
manager following the completion of the test program.
All hard copy raw data (i.e., chromatograms, computer printouts, etc.) will
be maintained in organized files.
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Specific analytical QC procedures for the Orsat analyzer are listed below.
. The analyzer will be leveled and the fluid levels zeroed prior to use.
· The analyzer will be leak checked prior to use.
. The analyzer will be thoroughly purged with sample prior to use.
. The analyzer will be checked by analyzing an ambient air sample.
Particulate Matter Sample Analysis QC Checks are listed below.
. Particulate matter collected with the PM/Method 29 sampling train will be
determined gravimetrically. The acetone will be evaporated in a tare-
weighed beaker to dryness. Both the filter and the acetone residue will be
desiccated to a constant weight. Constant weight is defined as no more than
0.5 mg or 1% of the total weight less tare weight, whichever is less, between
two consecutive weighings, with no less than 6 hours of desiccation time
between weighings.
. The analytical balance must be checked against Class-S standard weights,
and should agree within 2 mg.
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Multiple Metals Sample Analysis QC Checks are listed below.
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The multiple metals emission samples will be prepared for Cd, and Pb
analysis by acid digestion. For cadmium and lead, the front half components
of the train will be measured by FLAA and the back half components will
be measured by GFAA. Hg in the emission samples will be analyzed by
Cold Vapor Atomic Absorption Spectroscopy (CV AAS).
After evaporation of the acetone rinse, the probe rinse and particulate filter
will be subjected to microwave HNO /HF digestion in a pressure relief
vessel. The combined nitric acid/hydrogen peroxide impinger solution and
nitric acid rinse of the impingers will be reduced to near dryness and
digested with HN03. Finally the front and back half digestates will be
combined and analyzed for the target metals.
The GF AA, FLAA, and CV AA will be calibrated with three series of five
standard solutions containing the target metals ranging in concentration from
o to 100 ILg/mL (depending on the element).
A calibration check sample will be analyzed with every 10 samples.
A reagent blank will be carried through the procedure and analyzed with the
field samples.
Precision of the metals analyses will be demonstrated by duplicate analysis
of all the stack gas samples, with a RPD of 35% considered acceptable.
Accuracy of the metals analyses will be demonstrated by spikes of each type
of sample matrix. Spike recoveries must be between 70% and 130% to be
acceptable.
A PEA, consisting of a spiked filter, will be analyzed for metals if provided
by the regulatory agency.
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The minimum amount of quality control samples is presented in Table 4.1. Full quality
control measures will be implemented for the data generated.
The objective of a quality assurance/quality control (QA/Qc) program is to assure that the
precision and accuracy of all environmental data generated by DEECO, Inc. for clients are
commensurate with data quality objectives (DQO' s). DQO' s are based on a common understanding
of the intended end use(s) of the data, the measurement process, and the availability ofresources.
Once DQO's are established, formally or informally, QC protocol can be defined for the
measurements.
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4.6 QUALITY OBJECTIVES
In this project, the final data user will be WASTEC. The data quality objectives in this
project are to generate scientifically sound data to be used for compliance the Air Quality Permit.
All of the equipment to be used will be calibrated according to the procedures outlined in
the Oualitv Assurance Handbook for Air Pollution Measurement Svstems, Volume III, EP A -600/4-
77-027b.
Specific quality control (QC) procedures will be followed to ensure the continuous
production of useful and valid data throughout the course of this test program. The QC checks and
procedures described in this section represent an integral part of the overall sampling and analytical
scheme. Strict adherence to prescribed procedures is quite often the most applicable QC check.
All analyses for this program will be performed using accepted laboratory procedures in
accordance with the specified analytical protocols. Adherence to prescribed QC procedures will
ensure data of consistent and measurable quality. Analytical QC will focus upon the use of control
standards to provide a measure of analytical precision and accuracy. Also, specific acceptance
criteria are defined for various analytical operations including calibrations, control standard
analyses, drift checks, blanks, etc.
Care will be exercised to ensure hand recorded data is written accurately and legibly.
Additionally, the use of prepared data recording forms, conveniently formatted, is an important aid
to verify that all necessary data items are recorded. The collected field and laboratory data will be
reviewed by the analyst and the Project Manager.
The Project Manager will reduce and validate all of the sampling and analytical data that
is collected. The sampling data will include flow measurements, calibrations, etc. Each laboratory
will reduce all analytical results prior to their submission to the Project Manager. The analytical
data will be used to determine concentrations and emission rates of the compounds of interest.
Data reduction follows guidelines published in EPA Reference Methods, where applicable,
and by guideline documents where EP A Reference Methods are not available. Validated computer
programs will be used to calculate all reported values.
A second technical review of the data will be performed and documented by a qualified
scientist other than the one who performed the actual analyses. The second reviewer will include
evidence (e.g., check marks, recalculations, etc.) that show which data points were checked.
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Finally, the second reviewer will sign and date the cover page of the data packet or the record that
was reviewed.
In-situ measurements will be validated by demonstrated acceptable post -test leak checks and
calibration verifications according to the reference method used.
Analysis data may be validated according to defined criteria by a secondary reviewer or by
the analyst. At a minimum, analysis data will be validated according to the following criteria
(additional method-specific criteria or project requirements may apply):
Sampling records complete and traceable
All appropriate QC samples included with the analytical batch and reported with the
sample results
Routine tuning, calibration and inspection of analytical instrumentation documented
and performed prior to analyses
Initial and continuing calibration criteria met
Methodlreagent blanks confirm no background contamination
Surrogate recoveries within criteria
Qualitative sample results (e.g., retention times, mass spectra, isotopic ratios)
consistent with standard data
Sample data within the calibrated range of the instrument
Chromatograms or other raw data consistent with computer-generated quantitation
reports
Accuracy of intermediate data manipulations, transcribed numbers and/or final
reported results verified
Reference standards, instrumentation, sample identification, analysts, methodology,
and sequence of processing clearly identified and traceable in the project records
Lost data or corrective actions documented (e.g., loss of sample, reanalysis,
redilutions, additional cleanup steps, alternative calculations etc.)
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Data that does not meet the validation requirements flagged accordingly
Data reported in the correct units (e.g., "ppm" should not be used without
specifying volume or mass units; "ug/g" are preferred units for data reporting)
The results will be presented in a format which meets the requirements of the USEPA
Reporting Requirements. The results will be calculated and reported according to acceptable
procedures and protocols. Data for all trial burn runs will be reported in the trial burn results.
Any data that is not acceptable because of technical difficulties will be indicated, and an explanation
of the technical problem will be given. All related QC and calibration data will be in the final
report.
Additional reporting requirements and project deliverables required for the final report will
include the following items:
Results of all quality control analyses, including spikes, replicates and performance
check/evaluation samples. Spiked sample data will include nanograms applied and
nanograms recovered, as well as percent recovery data,
Results of all surrogate compound analyses including quanttttes applied and
recovered from every program sample. Percent recovery data for the surrogate
compound will also be provided.
Results of all of the daily performance check samples pertinent to the set of samples
submitted for analysis. The performance check solution and the calibration solution
data are needed to demonstrate GC/MS resolution, sensitivity, response factor
reproducibility and mass range calibration.
Copies of actual selected ion current profiles (SICPs) and raw and background
subtracted spectra pertinent to each sample.
Copies of all calibrant response-factor calculations, plotted concentration calibration
curves and computer-derived quantitation reports.
A chronological list of all analyses performed, including the data system file name,
sample number for each sample, blank, concentration calibration solution and
performance check solution. This will include all labeled peaks, as well as the
internal standard and surrogate.
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The document control and sample custody package which includes sample tags,
custody records, sample tracking records, analyst log book pages, computer
printouts, raw data summaries and instrument log book pages.
Narrative reports for analyses to indicate methods used, example calculations,
modifications and any problem encountered during the analyses that may not be
evident in the data files.
Complete inventory of sample identifications and type of sample which were
collected and analyzed.
Holding times for extraction and analysis of samples.
QC summary tables (e.g., surrogate recoveries, precision and accuracy of spiked
samples, blank results, calibration results, etc.).
Summary of audits conducted and results.
Validation criteria and procedures used during technical review of the data.
Procedures and equations used for calculating MDL (especially those used to derive
regulatory emission values). MDL procedures will also be consistent with SW-846
current revision.
Flags and explanations of all data which failed one or more QC criteria (e. g., low
surrogate recoveries or high blank values, etc.).
Copies of the test report will be submitted after the test series has been completed. Results
reported will include, but not be limited to emission rates and concentrations of particulates and
gaseous pollutants determinations, and any other type of data requested. This report will also
include a list of all personnel present during testing, summary results, descriptions of test
procedures used, a description of the source and its operation during testing, test locations
drawings, example calculations, raw field data, copies of test methods used during the test series
and equipment calibrations.
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TABLE 4.1 QUALITY CONTROL SAMPLES
Parameter Matrix Blanks Matrix
Spike/Matrix
Spike Duplicate
Metals Stack Gas Reagent Blank Matrix Spike!
Duplicate Analysis
Mercury Stack Gas Reagent Blank One Matrix Spike
Duplicate Analysis
on all runs2
Dioxin/Furans Stack Gas Field Blank Surrogate Spike
HCI Stack Gas Reagent Blank One Matrix Spike
Duplicates on all
runs
! - If matrix recovery < 75 % or > 125 %, reanalyze using Method of Standard Additions.
2 _ Results must be + 25 %, if not, then use Method of Standard Addition
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SECTION 5. TESTING SCHEDULE
The test schedule requirements of the Emissions Compliance Test Program are shown
below. It is understood that revisions to the schedule may be necessary in the field. Any changes
to the schedule must be approved in advance.
Task I - Site Visit and Review Test Protocol
Finalize Protocol Two days after site visit
Task 2 - Engineering Test on one unit
Testing - Mutually agreeable date
Task 3- Compliance Test on three units
Testing - Mutually agreeable date
Task 4 - Conduct Audit Sample Analysis
C Analyses Conducted at the same time as compliance test samples
Task 5 - Compliance Test Report
Draft Test Report Due -
Final Test Report Due -
45 days after testing
2 days after receiving comments
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SECTION 6. REPORTING
Critical sampling parameters, such as volumetric flowrate, gas stream moisture, oxygen
content, carbon dioxide content, and isokinetic sampling rates, will be calculated following each
test run, and can be provided to W ASTEC on-site. DEECO will not leave the site with
unacceptable sample runs.
Draft Test Report - The draft report will be delivered to W ASTEC within the specified
time from the completion of the stack testing. The delivery time is presented in the Section 6. The
specified number of report copies will be delivered to Paul Marlow. The report format will be
acceptable to W ASTEC and NC DAQ. Typically DEECO has been using the previously approved
report with any changes recommended by the facility.
Final Test Report - The final report will be delivered to W ASTEC within 2 days after
receiving comments. The specified number ofreport copies will be distributed to Paul Marlow.
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SECTION 7. UTILITIES AND OTHER REQUIREMENTS OF FACILITY
DEECO requirements are presented below:
PLANT ENTRY
Client wiJI provide prompt clearance of DEE CO personnel, vehicles, and equipment through
plant security for ingress and egress.
PROCESS MALFUNCTIONS
Client will provide consistent process operations for the duration of each test. If the test
team arrives on site and the testing cannot be conducted during scheduled hours on the scheduled
day(s) because of Client's process or equipment malfunctions, the Client wiJI be biJIed to cover the
additional time and materials needed to complete the testing program. If the Client's process or
equipment problems cause a significant delay in the test program that would interfere with
DEECO's previously scheduled work, the test program may have to be interrupted and completed
at a later date. The client may incur additional costs when these situations occur.
CONFIDENTIALITY
DEECO will maintain the strictest confidentiality on all information considered by the
Client to be Company Confidential Information. All test results wiJI be submitted only to the
client, unless otherwise directed. It will be the responsibility of the Client to submit test results to
the regulatory agency. Any discussions of the testing and/or results between DEECO and the
regulatory agency wiJI be held only with the approval of, or in the presence of, the Client or
designated representative.
SAMPLING PORTS
Client will provide unobstructed sampling ports through which DEECO can gain access to
gas ducts. For particulate sampling, a minimum 3-inch opening is required at locations specified
by the DEECO Project Manger (particle sizing requires 4-6 inch ports).
UTILITIES
Electrical power requirement for testing is at least four 20-amp 120-volt circuits within 50
feet of the sampling location and a 220-volt, 100 amp, or 440-volt, single phase, 50-amp electrical
for the Recovery Trailer and for the CEMs trailer.
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PERSONNEL SAFETY
Client will provide safe working conditions for DEECO personnel in accordance with
OSHA General Industry and Construction Standards. This includes but is not limited to:
a. Written emergency procedures to be followed in the event of accident or injury to DEECO
personnel. Procedures shall include instruction for notifying plant emergency and
management personnel on site, and phone numbers for local life squad, hospital, physician,
and fire department. Any emergency treatment facility on site shall be promptly made
available to any DEECO employee requiring medical attention.
b. Secured ladders, stairways, or other approved means to gain access to working platforms.
c. Approved, rigid working platforms for DEECO personnel and equipment. Working
platforms shall support, without failure, at least four times the maximum intended load of
800 pounds. Working platforms, rooftops, and access routes shall be cleaned of any foreign
debris (ice, snow, dust, etc. ) that could cause unsafe conditions.
d.
Fall protection devices such as guardrail's, cages for ladders, safety harnesses, etc.
e. Working area where no imminent danger from fIanunable or explosive materials exist.
f. The plant is responsible for supplying the DEECO sampling team with any available
information on hazardous conditions that exist in the work area such as toxic chemicals,
excessive noise levels, heat stress conditions, etc. DEECO reserves the right to postpone
testing to obtain appropriate sampling equipment when conditions differ significantly from
any information given prior to arrival on site, and to obtain the appropriate safety
equipment if it is not available.
g. Working areas where the oxygen concentration is above 20.0 percent by volume, or
approved breathing equipment.
h. Personal protection equipment (other than hard hats, safety glasses, and safety shoes) for
all DEECO personnel, when required to ensure personnel protection.
I. Electrical and mechanical lockout procedures for all areas that DEECO personnel are
required to enter, if such areas could cause health or safety hazards.
j.
Valid safe operating permits for elevators or other mechanical devices that will be used to
transport DEECO personnel and/or equipment to the work platform(s).
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Note: DEECO personnel will not make any confined space entries.
INCLEMENT WEATHER
DEECO will waive its inclement weather policy for WASTEC.
DAMAGE TO CLIENT'S FACILITIES
DEECO will not be held responsible for normal wear and tear to roofs, gutters, loaned
equipment, etc., as the result of the sampling team's work. Every precaution will be taken by the
sampling team to protect the client's facilities. A Certificate ofInsurance will be provided upon
request. The limits of DEECO' s coverage are one million dollars per occurrence with a six million
dollar aggregate.
DAMAGE TO DEECO TEST EQUIPMENT
Cost incurred due to damage of test equipment at the fault of the client or client's contractor
will be billed as an extra item to the client.
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SECTION 8. PROJECT COSTS
The Bid Summary presented in Table 8.1. The overall costs by tasks are presented in Table
8.2. The Project Cost Breakdown for Year 2008 is presented in Table 8.3 with the analytical
breakdown for Year 2008 in Table 8.4. Year 2009 and 20010 have a 2% cost escalation. These
costs will remain valid for 60 days.
DEECO standard costs are presented in Table 8.5. However, as shown in Section 10, the
delay rate will be $60 per man hour plus per diem ($100/day/man).
TABLE 8.1 BID SUMMARY FOR YEARS 2008,2009 AND 2010, AND ENGINEERING
TESTING
I Task No.1 I Scope of Work I Costs * I
or Year
2008 Federal Limits testing on Units 1, 2, & 3 $59,500
2009 Federal Limits testing on Units 1, 2, & 3 $60,600
2010 Federal Limits testing on Units 1, 2, & 3 $61,700
Mob/Demob Cost for Second Mob/Demob with XAD traps $4,000
and travel
Engineering Total Cost of Testing on One Unit $11,500
Testing Field Staff of three
Costs reflect reagent blank but no field blank
* Note: Costs do not include audit samples.
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TABLE 8.2 OVERALL PROJECT COSTS BY TASK FOR COMPLIANCE TESTING
I Task No. I Scope of Work I Costs I
I Site Visit and Develop Protocol 2008 - No cost
2009 - No cost
2010 - No cost
2 Engineering test conducted on one boiler
Field Staff of three $14,500
Costs reflects no field blank
2 Compliance test conducted on one boiler in 2008 - $57,500
accordance with the requirements under 40 CFR Tables 8.3 & 8.4
60.58b and 40 CFR 60.38b and NC DAQ 2009 - $58,600
(See Table 8.3 and 8.4 for details on 2006 2010 - $59,700
and 2009 and 2010 a 2% escalation)
4 Analysis of Audit Samples (cost not included)
Method 23 $IIOO/sample
Method 26 $50fsample
Method 29 $500fsample
5 Compliance Test Report 2008,2009& 2010-
$2,000
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TABLE 8.3 PROJECT COST BREAKDOWN FOR YEAR 2008
I Task I Comments I Cost I
Mobilization/Demobilization Preparation and calibrations $ 1,500
Travel Travel to and from Site
Staff of 9 $ 1,000
Stack Sampling Testing with a staff of 9 $35,785
Including Setup
Analytical Costs Stack Samples $19,215
From Table 8.4
Total Costs for Samuling and Analvtical Prol!l'am $57,500
TABLE 8.4 ANALYTICAL COST BREAKDOWN FOR YEAR 2005
Type of Parameter Cost per No. of Total Cost
Samule Samule Samules
Stack Gases Particulate $50 10 $ 500
Condensibles $100 7 $ 700
HCL $50 19* $ 950
Metals $150 10* $1,500
Mercury $235 19* $4,465
PCDD/PCDF $1,100 9** $9,900
XAD-2 Traps $100 12 $1,200
Total Analvtical Costs $19,215
* - Includes a reagent blank
** - Includes a field blank
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TABLE 8.5 BILLING INFORMATION FOR EMISSION TESTING-12/07
I. Hourlv Time Charge Rates
Classification
Program Director (Bill DeWees)
Sr. Program Managers (Lee Cecchi, Scott Steinsberger)
Senior Projects Managers (Marc Hamilton, John Martin)
Field Team Leaders (Neil Adams, John Martin)
Chemists (Barbara DeWees and Matt Winkeler)
Senior Technician (R. Rhodes, M. Ossino, J. Fox
K.McEenaney, C. Rhodes)
RatelHour
$95.00
$85.00
$65.00
$60.00
$50.00
$44.00
2.
Time Charging
The above rates represent all of DEE CO's direct salary costs, overhead, and profit. These
rates are subject to periodic adjustment for merit and cost of living increases. The time
charges for services performed will be the actual number of hours worked. Travel time
shall be considered as work time. Time in excess of 8 hours per day will be billed at the
same rate shown above. No extra overtime rate is charged.
3. Travel. Subsistence and Other Direct Costs
Travel and subsistence expenses, long distance telephone calls, materials and supplies, and
out-of-pocket expenses are to be paid for by Client at cost.
4. Charges for Automobile. Trucks & Vans
Vehicle Type Daily Charge Daily Mileage Charge
Vans $50.00 $0.45 per mile
Trucksrrrailers $50.00 $0.45 per mile
CEM Trailer (less than 3 monitors) $250.00 $0.45 per mile
CEM Trailer (each additional monitor) $150.00
GCIFID/ECDrrCDIFPD $250.00
FTIR $750.00
Extra FTIR $3,000 per week
Daily charges includes gasoline, maintenance, and insurance. Personal car mileage will be
charged at the existing approved IRS rate, which is currently $0.40 per mile. Travel days
are charged at half of the daily charge for CEM Trailers.
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Wilmington, NC
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SECTION 9. SAMPLING AND ANALYTICAL TEAM EXPERIENCE
All field work will be conducted by experienced DEECO field staff. Mr. Bill DeWees
(Mechanical Engineer and President) will be field team leader for most of the tasks. All of
DEECO's permanent staff are current with HAZWOPR Training and are respirator certified. All
staff will take the W ASTEC contractor orientation. DEECO has never had an on-site accident and
has an EMR of 0.84.
Subcontract Laboratories - Analysis of the Method 29 samples will be conducted by
Element One lab. DEECO has used Element One on all MWC projects for the past three years.
Method 23 stack samples and process samples will be conducted by Analytical Perspective
Laboratories, Inc. DEECO has used Analytical Perspective for all MWC projects. Hydrogen
chloride samples will be analyzed by DEECO. Method S gravimetric analysis will be conducted
by DEECO.
The key personnel on the field team proposed by DEECO have gained national recognition
in the emissions measurement field. The Project Manager and Field Coordinator will be Mr. Bill
DeWees. A description of DEE CO and reswnes of the key personnel proposed for this project are
attached. A list of references are present in Table 9.1. Full resumes are attached. A short
description of the key personnel is presented below:
Proiect Manal!er and Field Coordinator (Bill DeWees) - Mr. DeWees has worked in the field of
air pollution for 30 years and is the principal author of EPA's "Quality Assurance Handbook for
Air Pollution Measurement Systems, Volume III, Stationary Source Specific Methods." As a result
of the development of the handbook, quality assurance workshops, presentations, and participation
in panels on quality assurance, Mr. DeWees has gained national recognition in the field of quality
assurance for emission measurements and was inducted into the SES Hall of Fame, Mr. DeWees
has directed/managed a large nwnber of tasks for the development and/or evaluation of EPA
Reference Methods SA, SF, 18, 2S, 26, lOlA, and 202 and Draft Methods (1) hexavalent
chromium, (2) HCL, (3) nickel speciation, (4) perchloroethylene, (S) high temperature/high
moisture for chlorinated organics, (6) chloroform, (7) butadiene, (8) multiple metals, (9)
condensibles, and (10) pathogens. Mr. DeWees has been the Project Manager and Field Team
Leader on several BIF tests and/or Trial Bums. Mr. DeWees has conducted testing at Saugus and
was the Project Manager for the ash sampling and analytical report developed for RESCO.
Alternate Proiect Manaeer and Field Coordinator (Scott Steinsbereer) - Dr. Steinsberger
developed/evaluated under EPA contract the majority of the MWC emissions testing methods
(Multiple Metals, HCL, Hexavalent Chromium, and Dioxin/Furans), and is a principal author of
the EP A Quality Assurance Handbook Sections on Mercury, Multiple Metals, Dioxin/Furans, and
Method 18 organic sampling. Dr. Scott Steins berger, the field team leader for this task, was the
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developer/evaluator for many of the methods used for MWCs. He was the QA/QC officer on
several of the EP A standard testing programs including the EP A/Canadian program. A few of the
applicable publications have been brought forward and are shown below. He developed a TSDF
solids sampling technique for landfills. Dr. Steinsberger developed/validated the HOMER system
and Polar Volatile Organic Compound (PVOC) sampling system. Dr. Steinsberger specializes in
the development and execution of Air Toxic Emission Measurement Programs. Dr. Steinsberger
has been the Project Manager and Field Team Leader on several BIF tests and/or Trial Bums.
Stack Coordinator (Marc Hamilton) - Mr. Hamilton is a Section Chief and Chemical Engineer.
Mr. Hamilton has been a Project Manager for three years during which he worked on several Air
Toxic projects. Mr, Hamilton has been a team leader on three BIF COC tests and about ten DfF
CAA HAPs tests, He has been the Field Team Coordinator for large test crews.
Sample Recovery (Matt Winkeler) -Mr. Winkeler is a chemist and the manager of DEE CO's wet
laboratory. Mr. Winkeler has conducted numerous manual tests, However, his primary duties are
sample recovery on air toxic test. Mr. Winkeler has conducted recovery for all methods in this
program.
C Because the DEECO staff developed/evaluated many of the BIF Methods including HCL,
multiple metals, hexavalent chromium, and dioxin/furans, all of the staff have extensive testing
experience in these methods. Some of the applicable publications on the methods are shown below:
Reference for Method 26
Method 26 - Determination of Hydrogen Chloride Emissions from Stationary Sources
1. Steinsberger, S. C. and 1. H. Margeson, "Laboratory and Field Evaluation of a
Methodology for Determination of Hydrogen Chloride Emissions from Municipal and Hazardous
Waste Incinerators," V .S. Environmental Protection Agency, Office of Research and Development,
Report No. 600/3-89/064, April 1989. Available from the National Technical Information Service,
Springfield, VA 22161 as PB89220586/AS.
Publications for Method 26 (HCL)
"Laboratory and Field Evaluation of a Methodology for Measuring HCL Emissions from Stationary
Sources," presented at the EP A/ AMW A 9th Annual International Symposium on Measurement of
Toxic and Related Air Pollutants, Raleigh, N.C., May 1-5,1989.
"Laboratory and Field Evaluation of a Methodology for Determination of Hydrogen Chloride
Emissions from Municipal and Hazardous Waste Incinerators," V.S. EPA, Office of Research and
C Development, Report No. 600/3-89/064, April, 1989.
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"Laboratory Evaluation of a Gas Chromatographic/Electrolytic Conductivity Detector Method for
Hydrogen Chloride Gas Cylinder Analysis," for presentation at the EP AI A WMA International
Symposium on Measurement of Toxic and Related Air Pollutants, Raleigh, N.C. May 1-5, 1989.
Publications for Method 29 (Metals)
"Measurement Methodology for Toxic Metals from Municipal Waste Combustors." Conference
Proceedings, International Conference on Municipal Waste Combustion, Hollywood, Florida, April
11-14,1989.
"Sampling and Analysis of Municipal Wastewater Sludge Incinerator Emissions for Metals, Metal
Species, and Organics," for presentation at the 83rd Annual Meeting of the Air & Waste
Management Association, Pittsburgh, Pennsylvania. June 24-29, 1990.
"Measurement Methodology for Stationary Source Toxic Metal Emissions," presented at the 82nd
Annual Meeting of the Air Pollution Control Association, Anaheim, California, June 25-30, 1989.
Publications for Method 23 (Dioxin/Furans)
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"Development and Implementation ofEPA Dioxin/Furan Emission Testing Performance Audit
Program," Conference Proceedings, International Conference on Municipal Waste Combustion,
Hollywood, Florida, April 11-14, 1989.
"Development of EP A's Polychlorinated Dibenzo-p-dioxins and Polychlorinated dibenzofurans
Performance Audit Materials for MWCs", to be published in Chemosphere.
"Sampling and Analysis of Municipal Wastewater Sludge Incinerator Emissions for Metals, Metal
Species, and Organics," for presentation at the 83rd Annual Meeting of the Air & Waste
Management Association, Pittsburgh, Pennsylvania. June 24-29, 1990.
Publications on testing MWC's and Incinerators
"Recommended QAlQC for Municipal Waste Combustor Testing," presented at the 82nd Annual
Meeting of the Air Pollution Control Association, Anaheim, California, June 25-30, 1989.
"Guideline for Preparation and Review of Site Specific Test Plans", EP A Contract No. 68D90055,
U.S. EPA, Research Triangle Park, NC 27711, May 1991.
"External Quality Assurance/Quality Control Project Plan for Joint U.S. EP A/Environment Canada
Municipal Refuse-Derived Fuel Combustor Characterization and Performance Test Program," Mid-
o Connecticut Resource Recovery Facility, Hartford, Connecticut, Dec 1988.
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Publications on PMI0 and condensibles
"PMIO Emissions from Stationary Sources -- How Do We Define, Measure, Control, and Regulate
Them?" paper presented at 78th Annual Meeting ofthe Air Pollution Control Association, Detroit,
Michigan, June 1985.
"Laboratory and Field Evaluation of the EP A Method 5 Impinger Catch for Measuring Condensible
Matter from Stationary Sources," presented at the EP AI AMW A 9th Annual International
Symposium on Measurement of Toxic and Related Air Pollutants, Raleigh, N.C. 1-5, 1989.
Publications on QAlQC for Methods in this program
"Quality Assurance Handbook for Air Pollution Measurement Systems: Volume III, Stationary
Source Specific Methods," EP A Publication No. 600/4-77-027b. The sections developed include:
Method 2 - Determination of Stack Gas Velocity and Volumetric Flow Rate
Method 3 - Determination of Carbon Dioxide, Oxygen, Excess Air, and Dry
Molecular Weight
Method 4 - Determination of Moisture in Stack Gases
Method 5 - Determination of Particulate Emissions from Stationary Sources
Method 6 - Determination of Sulfur Dioxide Emissions from Stationary
Sources
Method 8 - Determination of Sulfuric Acid Mist and Sulfur Dioxide
Emissions from Stationary Sources
Method 10 - Determination of Carbon Monoxide Emissions from Stationary
Sources
3,1
3.2
C 3.3
3.4
3.5
3.7
3.8
3.12 Method 9 - Visible Determination of the Opacity of Emissions from
Stationary Sources
3.16 Method 18 - Measurement of Gaseous Organic Compound Emissions by Gas
Chromatography
3.18 Method 23 - Determination of Polychorinated Dibenzo-p-dioxins and
Polychlorinated Dibenzofurans for Municipal Waste Combustors
3.19 Method 10 IA - Determination of Particulate and Gaseous Mercury Emissions
from Stationary Sources
3.20 Method 29 - Determination of Metal Emissions from Stationary Sources
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TABLE 9.1 DEECO'S MWC TESTING EXPERIENCE
Wheelabrator Gloucester - Westville, NJ - 1998, 1999, 2000, 2001, 2002,2003,2004,2005
2006,2007, and Scheduled 2008
Test Type:
Contact:
Compliance Test
Richard Falk (603) 929-3000
Field Staff of 9
Methods 3A, 5, 6C, 7E, 9,10,22,23, 26A, and 29
Wheelabrator Falls - Morrisville, PA -1998,1999,2000,2001, 2002,2003,20042005
2006, 2007, and Scheduled 2008
Compliance Test and RATA
Alan Lewis (215) 736-1760
Field Staff of 13
Methods 5, 6C, 7E, 9, 10,22, 25A, 26A, 23, 29, and 0013
Test Type:
Contact:
Massachusetts Refusetech, Inc - North Andover, MA - 1998, 1999, 2000, 2001, 2002,
2003, 2004, 2006, 2006, 2007, and Scheduled 2008
Compliance Test
Peter Marrinan (978) 688-9011
Field Staff of! 0
Methods 5, 9, 13B, 22, 23, 26A, and 29
Test Type:
Contact:
RESCO SAUGUS - Saugus, MA - 1999,2000,2001,2002,2003, 2004,2005
2006, 2007, and Scheduled 2008
Compliance Test
Jack Stark
Field Staff of 9
Methods 3A, 5, 6C, 7E, 8, 9, 13B, 22, 10,23, and 29
Test Type:
Contact:
Wheelabrator Millbury Inc. - Millbury, MA - 1998, 1999,2000,2001 & 2002, 2003
2004,2005,2006,2007, and Scheduled 2008
Compliance Test and RATA
Steve Sibinich (508) 791-8900
Field Staff of 9
Methods 3A, 5, 6C, 7E, 8, 13B, 10,23,29 & RATA
Test Type:
Contact:
WASTEC - New Hanover County, NC - 2002, 2003, 2004, 2005 & 2007
Test Type: Compliance Test and RATA
Contact: Paul Marlow (910) 341-4340
Field Staff of 7
Methods 3A, 5, 6C, 7E, 9, 10,22,23, 26A, & 2
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TABLE 9.1 DEECO'S MWC TESTING EXPERIENCE (cont.)
Riley Energy Systems Inc. - Lisbon, CT - 1999, 2000 & 2002, 2003, 2004, 2005
2006, and 2007
Test Type:
Contact:
Compliance Test
John Pasutto (860) 885-3512
Field Staff of 5
Methods 3, 5, 26A, & 29
Wheelabrator Concord - Concord, NH - 1999,2000,2001,2002,2003,2004,2005
2006, 2007, and Scheduled 2008
Test Type:
Contact:
Compliance Test
Robert Faia (603) 753-8411
Field Staff of 8
Methods 3, 5, 9, 22, 23, 26A, & 29
Wheelabrator Claremont - Claremont, NH - 2000, 2005, 2006 and 2007
Test Type: Compliance Test
Contact: Robert Faia (603) 753-8411
Field Staff of 7
Methods 3A, 5, 6C, 7E, 10, 23, 26A, & 29
Wheelabrator Spokane - Spokane, W A - 2000, 2001, 2003, 2004, 2005, 2006 & 2007
Test Type: Compliance Test and RATA
Contact: Damon Taam (509) 456-7403
Field Staff of?
Methods 3A, 5, 6C, 7E, 9, 10,22,23, 26A, & 29
Savannah Energy System Co - Savannah, GA - 2001, 2002, 2003, 2004, 2006 & 2007
Test Type: Compliance Test and RATA
Contact: Joel Millsap (912) 236-1014
Field Staff of 7
Methods 3, 5, 9, 22, 23, 26A, & 29
Wheelabrator Bridgeport - Bridgeport, CT - 2004, 2005, 2006 & 2007
Test Type: Compliance Test
Contact: Steve Bennett (509) 624-6575
Field Staff of 10
Methods 3, 5, 9, 10,22,23, 26A, & 29
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SECTION 10. TERMS AND CONDITIONS
Our terms of payment are net 55 days from date the facility receives the invoice. Invoicing
will be 100% upon completion of sampling for each task. This quote will be in effect until March,
30, 2008. A delay rate of $60.00 per man-hour, if applicable, for any delays in testing which are
beyond the control of DEECO as described in Section 7 above.