NC0020354_Historical_2008-2009

May 22 14 10:10a Mark Tirone 919-542-2468 p.1
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North Carolina Department of Environment and Natural Resources
Division of Water Quality
CF W ATF9
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WWTP Upset, Spill, or Bypass 5-Day Reporting Form
(Please Print or Type Use Attachments if Needed)
Permittee: /3�//iI OC & 1%,}
Facility Name: f r/6 5I�rWe JC/- l" /
Incident Started.
Incident Ended
Level of Treatment:
Dater
Date:,s�
Permit Number.4LLI-'
County: ��G7/� s �✓i
Time: 230 f"n
Time: /O: 00 A
_None _Primary Treatment,X3econdary Treatment Chlorination/Disinfection Only
!iv p 160,70
Estimated Volume of Spill/Bypass: . azr-9 I Ll 9 (must be given even if it is a rough estimate)
Did the Spill/Bypass reach the Surface Waters? Xlyes _No
If yes, please list the following:
Volume Reaching Surface Waters: Surface Water Name:
Did the Spill/Bypass result in a Fish Kill? _Yes _No
Was WWTP compliant with permit requirements? _Yes �No r
Were samples taken during event? ,-Yes__No P/ N//j / 7:5S)
_5�tdC/P /✓afu�a�/-�,�7PR/tit/
Cause or Reason for the Upset/SyiJUBypass:
Describe the Repairs Made or Actions Taken:
S 5 ) xf `,- o -4-F fo

May 22 14 10:10a Mark Tirone 919-542-2468
p.2
WWTP Upset, Spill, or Bypass 5-Day Reporting Form
Page 2
Action Taken to Contain Spill Clean Up and Remediate the Site (if applicable):
Action Taken or Proposed to be Taken to Prevent Occurrences:
Additional Comments About the Event:
24-Hour Report Made To: Division of Water Quality ><- Emergency Management _
Contact Name: S a/-aZ 2�IA Ile S Date: 7 Time:
Other Agencies Notified (HeaRh Dept, etc): 4/
Person Reporting Event: &w _Phone Number.
©/eG-
Did DWQ Request an Additional Written Report? _Yes�No
If Yes, What Additional Information is Needed:
SpilVBypass Reporting Form (August 1997)

L
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
October 14, 2009
Mr. William G. Terry, Town Manager
Town of Pittsboro
635 East Street
Pittsboro, North Carolina 27312
SUBJECT: Interim Inspection
Pittsboro / 3M
Reclaimed Water Generation & Distribution
STAG XP-974 771-030
State # E-SRL T 02-0053
Dear Mr. Terry:
The Construction Inspection Group (CIG) of the Construction Grants and Loans Section
performed an interim inspection for the state and federally funded portion of subject projects on
Tuesday October 6, 2009. Progress meetings are normally scheduled for the first Tuesday each
month at Town Hall. The meetings have now been rescheduled for 1:00 p.m. instead of 2:00 p.m.
The next meeting is scheduled for Tuesday November 3, 2009.
You should review this report; take actions or provide responses as indicated and then file
for your records. If you have any questions please contact meat [phone] or via e-mail
[e-mail].
-yincerely,
/4
Gerald W. Horton, PE
Environmental Engineer
Construction Inspection Group
,.WHIgA
cc: Clean Water Management Trust Fund
NC Dept. of Commerce, Community Block Grant
USDA REDLG
Becky Smith, PE, Hydrostructures Inc.
Adam Kiker, PE, Hobbs Upchurch Assocs.
Danny Smith, Raleigh Regional DWQ Office
CG&L - Mark Hubbard, PE
STAG, SRL ;UOCT 16 ?009
FISHARP.Pmject Managenwnt Bran&Group - G,nsVm iun InspectiomProjects tAcbve ,PMsboro3M SRL STAG gwN int Ircp 09-10 Cfi dw
Construction Grants & Loans Section e
1633 Mail Service Center Raleigh NC 27699-1633 No,�tttCarolina
Phone: [phone] / FAX: [phone] / Internet: www.nccgl.net Qtui12;
An Equal Opportunity/Affirmative Action Employer— SO°/, Recycled / 100/6 Post Consumer Paper

Town of Pittsboro A Company
Reclaimed Water Generation & Distribution
STAG XP-974 771-030
State # E-SRL T 02-0053
Page 2 of 3
Interim Inspection of
October 6, 2009
1. General Project Information: Provide general project information consistent with information associated with grant
approval package.
a. Project Name: Reclaimed water generation & distribution
b. Project consists of:
o constructing a 300,000 GPD reclaimed water generation & distribution system composed of
the followings elements:
o an effluent reclaimed water pump station with a 315 GPM, 40 Hp pump
o in -line turbidity meter
o chemical -feed liquid sodium hypochlorite chlorination system with 1,000 gallon storage tank,
and approximately 520 linear feet of 8-inch reclaimed water force main, associated electrical
work, sitework, and yard piping at the Town of Pittsboro WWTP
o approximately 26,200 linear feet of 8-inch reclaimed water transmission force main
o approximately 13 air release valves
o a 500,000-gallon reclaimed water storage tank, electrical work, sitework, and yard piping
c. Financial:
1. Reimbursement- as of September 1, no reimbursement has been sought from CG&L
2. Contract Percent complete:
a) Contract 1 - work at WWTP/Deilinger should be completed in November.
b) Contract 2 - 8" pipe transmission, SCADA/Dellinger 99+% done, with only a final
inspection remaining
c) Contract 3 - reclaimed water tank/Fisher Tank - 50 + %
d. Completion dates: contract numbers 1 and 2 - Nov. 28, 2009; contract #3 contract completion
date - January 8, 2010.
e. Project Owner- Pittsboro, Contact & Location: Mr. William G. Terry, Town Manager
2. Inspection:
a. Date of this inspection: October 6, 2009
b. Date of last inspection: September 1, 2009
3. Day of Inspection Personnel Information: List personnel attending progress meeting, including firm
represented and service provided for project.
John Poteat Pittsboro, DPW 919 412-7554
Richard Davis subcontractor to Pittsboro, temp. ORC 919 548-0222
Tony Aulisa 3M, Plant Manager 919 924-6404
Jim Ziegmeir 3M, NC CG&L's designated contact 919 444-1008
Adam Kiker, PE Hobbs Upchurch Assocs., Engineer 910 638-9185
Chris Patterson Hobbs Upchurch Assocs.
Jay Johnston, PE Hydrostructures, PA, Engineer 919 349-1766
Becky Smith, PE Hydrostructures, Project Manager 919 542-5002
Kenton Brown Hydrostructures, Constr. Observer 919 349-1766
Marie Latham Dellinger Inc., Project Manager 704 506-7273
Cliff Yarborough Dellinger Inc., Supt. Contract 1 704 506-7273
Chris Helms Dellinger Inc. Supt. Contract 2 704 361-5657
Gerald Horton, PE NC CG&L 919 715-6219
4. Site Documentation - refer to last inspection, no change
5. Inspection Report - refer to last inspection, no change
6. Field Work Performance: Provide brief overall evaluation of personnel and site conditions.
Construction appears to be in accordance with the plans, specifications and change orders? Only the
tank contract has any significant portion of work remining. Specifically, painting tank, site work, and
testing.
Summary and Recommendation(s): No recommendations
7. Accounting: Confirm grantee tracking of funds to actual project status. No Payment reimbursement has been
requested as of October 6, 2009. .
8. Material Control: Confirm documentation of material delivered, stored and incorporated in project.
a. If appropriate, have a certificate(s) of compliance for materials and other items called for in
specifications been issued? Hydrostructures provided statement there are no material
certifications required in contractors 2 or 3. Hobbs Upchurch is yet to respond to earlier request

Town of Pittsboro A Company
Reclaimed Water Generation & Distribution
STAG XP-974 771-030
State # E-SRL T 02-0053
Page 3 of 3
Interim Inspection of
October 6, 2009
by CG&L. CG&L had requested of both Engineers they prepare list of certifications required in
their respective specifications and provide that list or provide statement to CG&L there are no
certifications required.
b. Materials properly stored and protected in accordance with specifications? Yes
c. Log available for on -site testing performed and current within 10 days? Yes
d. Log tracking conformance/nonconformance available and current within 10 days? No tracking
conformance log is maintained.
e. Log tracking actions taken to remedy nonconformance? CG&L is not aware of any non
conformances.
f. Summary and recommendation: CG&L requests both Engineers discuss and tabulate any such
certificates of compliance noted in item 8.a. above.
9. Change Order Information: Provide overall impacts (financial and construction time) for approved change orders
processed since last inspection.
a. Number of Change Orders approved by A/E: none as of this meeting
b. Impacts on construction schedule: none
10. Comments, Summary and Recommendations:
a. CG&L again stated CG&L must conduct final inspection(s) for all 3 contracts, when appropriate.
CG&L stated they would send closeout check list, which is attached to this report.
b. The disinfection of the tank and line was discussed at length. Engineer is concerned what will
be required before the system can be operated. It appears from various discussions (outside
of this meeting) with regulators, that a Reclaimed Water System Management Plan may be
heeded. Question arose as to what NC DENR would accept. G Horton suggested they put the
question in writing and he would also contract DWQ regional office; and others. Also,
Hydrostructures stated they would send CG&L a copy of the reclaimed water system
management plan.
c. There is an "overlap" in projects creating an opportunity or challenge related to electricaVconduit
work at the WWTP. Specifically, contract #1 requires work that may be removed in an
upcoming project. Hence there are associated cost issues across projects. G. Horton, CG&L,
asked engineer to provide scenario or situation and related question(s) in writing and he would
seek response.
d. Hobbs Upchurch is yet to respond to earlier requests by CG&L. Specifically, CG&L had
requested of both Engineers they prepare list of certifications required in their respective
specifications and provide that list or provide statement to CG&L there are no certifications
required. This is a repeat request.
e. Chris Helms, Dellinger requested expeditious Final inspection, respectfully maintaining that
other contracts should not hold back release and finalization of contract 2.
f. CG&L asks to be notified when Pre-final(s) are conducted and when the Final Inspections are
scheduled. Owner is reminded CG&L must perform its own Final Inspection which maybe
coincident or separate from Engineer s' Final Inspection.
g. Notify Regional Engineer, Danny Smith Raleigh DWQ Regional Office [ 919 791-4200 ) before
facilities are to be placed in service.
h. Owner has stated they may be rescinding the loan. This may still be the case.
Le", a;"4 October 6, 2009
Gerald W. Horton, PE Date of Inspection

OWNER / NAME: _
DESCRIPTION:
CONTRACTOR(s):
CLOSEOUT CHECKLIST for NC ded projects
PROJECT NO.:
DATE:
ENGINEER:
ENGINEER'S RESPONSIBILITIES:
❑ 1. Confirm approved Plans and Specifications are in Owners possession
❑ 2. Confirm As-Built/Record Drawings (certified/sealed) provided to Owner
❑ 3. Submit Engineer's Certification
❑ 4. For Final CG&L inspection make available at job site all test reports and records for pipe/pressure tests,
tanks, concrete, soils reportstresults, equipment checkouts and other sirttilar records.
❑ 5. For Final CG&L inspection make available at job site the Inspector's Daily Logs
❑ 6. Engineer shall confirm approved shop drawings and submittals have been provided to Owner
❑ 7. Submit and obtain approval of Operation and Maintenance (O&M) Manuals, if required (SRF Only).
O&Ms must be submitted and approved prior to 90% disbursement
❑ 8. Confirm Warranty Information has been provided to Owner and provide list to CG&L if requested
❑ 9. Confirm all specified spare parts and an inventory list have been provided to Owner
Cl 10. Provide list of all specified Training, that training sessions were done - by whom, when, what subject
❑ 11. Release/Approval from NC -DOT and/or Rail Roads (if Applicable)
FOR EACH CONTRACT:
❑ 12. Release of Liens & Consent of Surety to final payment
❑ 13. Final Sales Tax Report
❑ 14. Final adjusting Change Order (must match Final Reimbursement Request)
OWNER (Prepare, sign, submit or confirm, as applicable, the following):
❑ 15. Owners Certification of Completion, acceptance of the completed project
❑ 16. Initiation of Operation Letter or Form, (SRF Only). Owner's Performance Certification is due one year
from this date.
❑ 17. Final Reimbursement Request and supporting invoices. All costs, including engineering amendments
must be approved by CG&L.
❑ 18. Clear Site/Easement Certification (a) by Owner & (b) by Owner's Counsel
Done during design & prior to construction, IF easements are added or changed this must be redone
❑ 19. Confirm miscellaneous items; clean up, punch list, removal of erosion control measures, stored materials
and debris has/will be satisfactorily completed
❑ 20. Confirm receipt of: spare parts, record drawings, warranty information including dates, units of
equipment and specific work have been received.
❑ 21. STAG project closeout forms are in lieu of items 15, 16 and 17 and can be found at www.nccgl.net.
These include the final MBE/WBE report, FSR, Final Reimbursement Request form, and Lobbying
Certification.
* Owner and/or Engineer must respond to all items requiring such where noted in CG&L's Final Inspection Report *
Forms and instructions maybe obtained at CG&L's web site: http//:www.nccgl.net
(919)-733-6900; FAX [phone]
Division of Water Quality, Construction Grants & Loans Section
1633 Mail Service Center physical location 2728 Capital Blvd.
Raleigh, NC 27699-1633
8�:

e��
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. William Terry, Town Manager
Town of Pittsboro
Post Office Box 759
Pittsboro, North Carolina 27312
Dear Mr. Terry:
Division of Water Quality
Coleen H. Sullins
Director
August 10, 2009 �.
t
t
f
SUBJECT: Town of Pittsboro
Dee Freeman
Secretary
14 2�19
WWTP Wet Weather Flow Improvements
Approval of the Funding Application for
American Recovery and Reinvestment Act of 2009
Project No. 2W370413-04
The subject project was submitted for funding under the American Recovery and
Reinvestment Act of 2009 (ARRA). Some ARRA conditions are different than base Clean
Water State Revolving Fund (CWSRF) projects — please carefully read this entire letter.
The review for completeness and adequacy of the funding application including the project
engineering report and construction documents submitted for consideration of funding under the
ARRA has been concluded by the Construction Grants & Loans Section (Section) of the North
Carolina Division of Water Quality. Therefore, said documents are hereby approved. A
Determination of Minor Construction Activities for the project is attached for your files. A loan
offer will be transmitted to you separately, contingent upon our confirmation of approval by the
Local Government Commission.
Eligibility for Revolving Loan funding is determined as follows:
Eli ie ble
Installation of a 675,000 gallon flow equalization basin with two (2) compartments each with a
7.5 Hp floating surface aerator; a flow equalization basin pump station with two (2) 1,110 GPM
pumps and a magnetic flow meter; a return activated sludge (RAS) pump station consisting of
three (3) 300 GPM pumps with VFDs; a UV disinfection system with two (2) banks;
replacement of a VFD and PLC at the influent pump station; a standby diesel generator with
automatic transfer switch; and associated appurtenances for the installation of a complete system.
1633 Mail Service Center, Raleigh, North Carolina 27699-1633 One
Location: 2728 Capital Blvd. Raleigh, North Carolina 27694 NorttlCaiolina
Phone: 919-733-M \ FAA: 919-715-6229 \ Customer Service: 1-877-623-6748
Internet: www.ncwaterquality.org Naturally Equal Opportunity 1 Animators Action Employer

Mr. William Terry, Town Manager
August 10, 2009
Page Two
Non Eligible
The following items are deemed non -eligible:
• any cost associated with choosing the Alternative Owner Preferred Major Equipment Items
above the Base Bid costs.
In the event that received bids exceed the amount established through the funding offer,
and local funds are not adequate to award contract(s), it will be necessary to consider all
alternatives including redesign, re -advertising, and rebidding. Please note that the specifications
must include the special provisions of the ARRA (i.e., buy American. Davis -Bacon wage
requirements job reporting) in addition to the regularly required SRF Special Conditions Job
reporting requirements have not been established by the US EPA at this time, but will likely
include jobs created or retained, hours worked, type of jobs, etc.
Attached is one (1) copy of the Project Bid Information (Authority to Award) which is to
be completed after bids have been received, and submitted to Mr. Mark Hubbard. P.E..
review. Upon review and approval of this information, the Section will authorize the Recipient
to award contracts. All elements required for a complete Bid Information package must be
submitted to ensure a timely review by the Section.
The American Recovery and Reinvestment Act of 2009 requires expediency in
2009. If these dates cannot be met, you must contact the Section with a detailed explanation and
proposed alternative deadlines. Upon execution of contracts and issuance of Notice to Proceed, a
bound set of contract documents must be submitted to the Section for approval. Funds cannot be
dispersed until executed contracts are approved. While rejection of all bids is possible, such
action may be taken only with prior Section concurrence, and only for good cause.
In the event that progress on the approved ARRA CWSRF project is not made in
accordance with the loan agreement, construction contracts, or other pertinent
requirements reimbursements may be withheld or suspended indefinitely. Funds not
requested for reimbursement in a timely manner may also be reallocated to other ARRA
ready -to -go projects on the final State project list
Once the project costs are established, final awards may be adjusted downward in the case
of low bids. Five percent contingency is included in the final amount to accommodate change
orders and amendments to the engineering contract. In no case will awards be increased.
Neither the State nor Federal Government, nor any of its departments, agencies or
employees is or will be a party to the invitation to bids, addenda, any resulting contracts or
contract negotiations/changes.
Your project is subject to the one-year performance certification requirements. By this,
you are required on the date one year after the completion of construction and initial operation of
the subject treatment facilities, to certify, based on your consulting engineer's advisement,

Mr. William Terry, Town Manager
August 10, 2009
Page Three
whether or not such treatment works meet the design performance, specifications and the permit
conditions and effluent limitations.
In accordance with the Federal Regulations, the Recipient is required to assure compliance
with the OSHA safety regulations on the subject project. In complying with this regulatory
responsibility, the Recipient should, by letter, invite the Bureau Chief, Education Training and
Technical Assistance Unit, NC OSHA Division, 1101 Mail Service Center, Raleigh, NC 27699-
1101 at [phone], to participate in the Preconstruction Conference to assure that proper
emphasis is given on understanding and adhering to the OSHA regulations.
It is the responsibility of the Recipient and the Consulting Engineer to insure that the
project plan documents are in compliance with Amended N. C. G. S. 133-3 (ratified July 13,
1993). The administrative review and approval of these plans and specifications, and any
subsequent addenda or change order, do not imply approval of a restrictive specification for
bidding purposes; nor is it an authorization for noncompetitive procurement actions.
Any addenda to be issued for subject project plans and specifications must be submitted by
the Recipient for review/approval action by the Section.
It is mandatory for project facilities to be constructed in accordance with the North
Carolina Sedimentation Pollution Control Act, and, when applicable, the North Carolina Dam
Safety Act. In addition, the specifications must clearly state what the contractors' responsibilities
shall be in complying with these Acts.
A goal of 8% of the contract price is established for Minority Business Enterprise (MBE)
participation in this project, and a goal of 5% of the contract price is established for Women's
Business Enterprise (WBE) participation in this project. The Recipient and Bidders shall make a
good faith effort to assure that MBE's and WBE's are utilized, when possible, as sources of
goods and services. The good faith effort must include the following affirmative steps: (a)
including small, minority, and women's businesses on solicitation lists; (b) assuring that small,
minority, and women's businesses are solicited whenever they are potential sources; (c) dividing
total requirements, when economically feasible, into small tasks or quantities to permit
maximum participation by small, minority, and women's businesses; (d) establishing delivery
schedules, and (e) using the services of the Small Business Administration and the Minority
Business Development Agency of the U.S. Department of Commerce. Please note that the
solicitation efforts should include documentable follow-up phone calls. Documentation of good
faith efforts must be submitted with the Bid Information package.
The Recipient shall comply with the provisions of 40 CFR, Part 7, Subpart C -
Discrimination Prohibited on the Basis of Handicap.
Two (2) copies of any change order must be promptly submitted by the Recipient to the
Section. If additional information is requested by the Section, a response is required within two
(2) weeks, or the change order will be returned without further or final action.
One (1) set of plans and specifications identical to the approved set must be available at
the project site at all times. Upon completion of the project construction, the Recipient shall
submit a letter confirming that the project has been constructed in accordance with the plans and

Mr. William Terry, Town Manager
August 10, 2009
Page Four
specifications approved by the Section. "As -built" plans will need to be submitted with any
changes clearly documented on the plans if the above confirmation cannot be made.
If there are any questions concerning this matter, please do not hesitate to contact Kim H.
Colson, P.E. at [phone] or Mark Hubbard, P.E. at [phone].
Sincerely,
Daniel M. Blaisdell, P.E., Section Chief
Construction Grants & Loans Section
Attachments: Determination of Minimum Construction Activity
Bid Information Form
KHC:ST
cc: John Eick, P.E. — Steams & Wheler, PLLC, 3128 Highwood Blvd, Suite 140,
Raleigh, North Carolina 27604
OSHA Bureau Chief, Anne Weaver
DWQ Raleigh Regional Office
Mark Hubbard, P.E.
Jennifer Haynie
CIG
SRF

Determination of Minor Construction Activity
North Carolina Division of Water Quality
Construction Grants and Loans Section
Project Applicant: Town of Pittsboro
Date: July 29, 2009
Project Number: 2W370413-04
Estimated Project Cost: $2,634,800
Estimated Funding Amount: $2,634,800
Project Description: The proposed project consists of improvements to the Town of
Pittsboro's wastewater treatment plant. The improvements will include an offline flow
equalization basin, a return activated sludge pumping station, a new programmable logic
control panel and variable frequency drives for the existing influent pumps, an
equalization pumping station, a flow metering vault, and a new ultraviolet disinfection
system.
The above named applicant intends to apply for assistance from the State Revolving Fund
program associated with the American Recovery and Reinvestment Act of 2009 to
construct the wastewater facilities described above. The North Carolina Division of
Water Quality (DWQ) has conducted a review of the project in accordance with the
procedures (NCAC 15A Subchapter 1C) for conformance with the North Carolina
Environmental Policy Act. The DWQ has determined that this project is a minor
construction activity, and that the preparation of additional environmental documents is
not required.
This determination shall become effective upon its distribution by DWQ. This
determination can be revoked at any time adverse information is made available. The
documentation to support this decision will be on file with the North Carolina
Department of Environment and Natural Resources, Division of Water Quality,
Construction Grants and Loans Section, and is available for public review at
www.nccgl.net.
Comments concerning this decision may be addressed to Mr. Kim H. Colson, P.E.,
Assistant Chief, Construction Grants and Loans Section, Division of Water Quality, 1633
Mail Service Center, Raleigh, North Carolina 27699-1633, or he may be reached by
phone at [phone].
Sincerely,
a, P *( . 3 ,e�.,esz
Daniel M. Blaisdell, P.E., Chief
Construction Grants and Loans Section
Division of Water Quality

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Duality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
September 30, 2010 D
OCT - 5 2010
Mr. William G. Terry, Town Manager
Town of Pittsboro NC DENR
635 East Street R,roiab Ra¢ional0lfc�
Pittsboro, North Carolina 27312
SUBJECT: Change Orders Nos. 5, 6, & 7
Seaside Environmental Constructors
Wet Weather Flow Improvements W WTP
ARRA-2 Project No. 2W 370 413-04
Dear Mr. Terry:
The Construction Grants & Loans Section of the North Carolina Division of Water
Quality has concluded review of the subject change orders and supporting documents received
August 4 and September 23, 2010 for Seaside's contract.
Accordingly, the following determinations have been made:
Ch. Order #5 Total Change, all Eligible $ 5,576.47
Original Contract and Eligible amount $ 1,850,500.00
Contract and Eligible amount after CO#5 $ 1,906,639.20
Total ARRA funding is limited to $ 2,492,739.62
Change Order #5 with Seaside is for adding yard hydrants. No extra time was sought and
none granted, hence contract completion date remains October 29, 2010.
Ch. Order #6 Total Change, all Eligible $ 1,865.11
Revised contract amount & eligible after this change $ 1,908,504.31
Change Order #6 with Seaside is for relocating the existing turbidity meter to a more
propitious position. No extra time was sought and none granted.
Ch. Order #7 Total Change, all Eligible $ 5,500.00
Revised contract amount & eligible after this change $ 1,914,004.31
The above change in contract is for installing an insertion valve into the aeration basin #2
dewatering line to avoid dewatering the aeration basin which would disrupt service if it were
removed from service (dewatered) in order to install the valve. No extra time was sought
and none granted.
F\SHARE\Project Management Branch\Group - Construdon Inspechan\Prajects (ActivaAl ARRA (SIIMOLUS) Projects\Pittsbure EG ARRA 2 gnh\CGs\C0#5.G.710 99 20 SeasideEnvir.due
Construction Grants & Loans Section
1633 Mail Service Center Raleigh NC 276W1ra33 Noc a`Carolina
Phone: [phone])(l / FAX [phone] / Internet: http://portal.ncdenr.gova'ra!!y
An Equal Opportunity/Affimtadve Action Employer— 50%, Recycled / 10% Post Consumer Paper

Pittsboro, NC
Wet Weather Flow Improvements WWTP
2W 370 413-04
Page 2 of 2
COs #5, 6, & 7
September 30, 2010
These Change orders with related procurement documentation have been found to be in
compliance with applicable SRF (ARRA) regulations. However, it should be understood that this
approval is administrative only and does not relieve the recipient of the responsibility to ensure
the validity of the supporting documentation including the corresponding cost and pricing data.
Accordingly, this approval is without prejudice to a redetermination of
allowable/unallowable costs should a post approval review or audit disclose facts not now
discernible.
Time extensions are approved for purposes of funding eligibility only. Any compliance
schedules contained in an SOC, JOC, permit, or other compliance or enforcement document
issued by the North Carolina Department of Environment and Natural Resources, are not affected
by the change order determinations.
This letter should be filed with the other ARRA/SRF project documents in your possession. If
you have any questions or comments, please contact Gerald Horton via email at
[e-mail] or via telephone at [phone], or the undersigned at [phone].
Sincerely,
W
Mark L. Hubbard, P.E., Assistant Chief
Construction Grants and Loans
(Ak i ,,, h
cc: John Brinkley, PE, Steams & Wheler
Sandy Tripp, PE, Stearns & Wheler
Danny Smith, Raleigh Regional DWQ Office
CIG — Mark Hubbard, PE, Gerald Horton, Leslie Rogers
SRF-ARRA

AIA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
August 24, 2010
Mr. William G. Terry, Town Manager
Town of Pittsboro
635 East Street
Pittsboro, North Carolina 27312
AUG 2 5 ? rI
SUBJECT: Interim Inspection & Progress meeting
Town of Pittsboro (CHATHAM)
Wet Weather Flow Improvements WWTP
ARRA-2 Project No. 2W 370 413-04
Dear Mr. Terry:
The Construction Inspection Group (CIG) of the Construction Grants and Loans Section
performed an interim inspection for the state and federally funded portion of subject project on
Tuesday August 3, 2010. Progress meetings were normally scheduled for 1:00 p.m. the first
Tuesday each month at Town Hall then followed up with a field visit to the construction site. Due
to earlier commitments on this same date, CG&L has requested meetings be scheduled to start at
2:00 p.m. hereafter. The next meeting is scheduled for 2:00 p.m. Tuesday September 7, 2010.
You should review this report, take actions or provide responses as indicated, and then file
with the project records. If you have any questions please contact meat [phone] or via
e-mail at [e-mail].
I
*5�1�6J444,
Gerald W. Horton, P.E.
Environmental Engineer
Construction Inspection Group
uwwtwu
cc: John Brinkley, Raleigh office, Sandy Tripp, Charlotte office - Stearns & Wheler
Danny Smith, Raleigh Regional DWQ Office
CIG — Mark Hubbard, PE, Gerald Horton
SRF-ARRA
E\SHAREVrulect Management Branch\Group - Cansbvciem Inspecban\Pmjects (Active)\ARRA (STIMULUS) Projecls\Pittsbom EG ARRA 2 gwb\lnt Insp I0-09 93 Pittsbomli1doc
Construction Grants and Loans Section
1633 Mail Service Center Raleigh NC 27699-1633
Phone: [phone] / FAX: [phone] / Internet: www.nocgi.net NonrttlCarolina
An Equal Opportunity/Affirmative Action Employer — 500% Recycled/10% Post Consumer Paper
.%�%Qtundim

Pittsboro, NC
Wet Weather Flow uttprovements WWTP
2W 370 413-04
Page 1 of 2
Interim Inspection of
August 3, 2010
GENERAL CONCERNS / RECOMMENDATIONS / ACTION ITEMS —Please note UPDATES
on Comments and Concerns noted in previous progress meetings (for reference) are italicized.
7. CG&L requests Record drawings or markups should be available for review at all
meetings.
12. August update: Owner intends to proceed with Bar Screen repair/upgrade with Own
funds. June - Owner will be retrofittingtrebuilding Parkson bar screen, thus wants
proposal. CG&L mentioned if Owner wishes for this to be eligible expense a change
order should be submitted. This is not a guarantee it will be approved by CG&L.
13. August update: piping and valve arrangement will be changed to be more constructible.
Owner will consider tapping sleeve and valve or install Tee at location away from the
tank. Refer to drwg C-02inset 'B". Seaside noted they would be completing the RAS
lines as one of last tasks on the project for logistical reasons.
14. August update: CG&L reviewed 8 DB interviews and certified payroll records. For the
record subs on job include AMH Concrete, Cooper Electric, and National Erectors, (form
& reinforcement). July - CG&L discussed and handed out an ARRA checklist which
Owner should use to keep up to date records on Davis Bacon interviews, Certified
Payrolls, and Buy American documentation. A copy is also attached to this report.
Please have all documentation available for review at the August and all subsequent
meetings.
16. In preparation for project close out CG&L mentioned items that will be of particular
importance are spare parts documentation, certifications, warranty information, all items
in #14 above, and test reports. A closeout checklist is attached to this report for Owner,
Engineer and Contractor's use in preparing for Final inspection anticipated in September
or October.
17. CG&L stated the meeting which has normally started at 1:00 p.m. needs to be moved to
2:00 p.m. to allow writer travel time from earlier job on same day.
18. Reclaimed water will be used for leak testing structures and potable water will be used to
test lines.
19. Owner expressed concern about startup and troubleshooting occurring simultaneously or
just prior to training, noting they do not wish to sacrifice their training time with
troubleshooting equipment which seems to occur more often than necessary. Training
should not be scheduled until all equipment and related equipment has been thoroughly
checked out and rendered functional.
20. It was decided/determined Soil & Material Engineers would be called in to check
structural integrity of backfill around structures and piping.
LOAN DISBURSEMENTS
Original Contract amount - $ 1,850,500. The maximum term of the loan ( Project # 2W 370 413-04)
shall not exceed 20 years. Principal forgiven is lh the total project costs reimbursed and the interest
rate is 0% per annum.
CONSTRUCTION PROGRESS
Refer to Engineers minutes for work performed during last period. Seaside states they are on
schedule to complete project by contract completion date of Oct. 29, 2010.

Pittsboro, NC
Wet Weather Flow Improvements WWTP
2W 370 413-04
Page 2 of 2
Interim Inspection of
August 3, 2010
CONSTRUCTION INSPECTION
Quality - Seaside is repairing honeycomb in concrete walls of equalization basins and grinding
andrubbingconcrete.
Change Order Update - Engineer and Owner provided executed change orders nos. 5 and 6 to
CG&L at meeting. Previous 4 change orders have been approved.
RFPs Status -- proposal for Parkson refurbishment of bar screen is in process, Owner has
decided to proceed with this work independent of CG&L funding.
RFIs Status — current
SUBMITTAL Status- current
Signage and labor information is posted
Safety — no issues
As-builts or Record Drawings were reviewed at meeting and appeared to be current. Record
drawings or markups should be available for review at all meetings.
Attendees:
Bill Terry
Pittsboro Town Manager
919 542-4621 xt 22
[e-mail]
John Poteat
Town of Pittsboro, Proj. Mgr.
[e-mail]
John Brinkley, PE
Steams & Wheler
919 790-6770
[e-mail]
Ar un Vasanth
Steams & Wheler
919 790-6770
Jay Johnson, PE
Hydrostructures
919 542-5002
[e-mail]
Peter L. Domas
Hydrostructures, Constr. Observer
919 542-5002
Victor Short Seaside Environmental Constr., Supt.
Mike Prillaman Seaside Environmental Constr. Proj. Mgr.
Joe Bushmante Seaside Environmental
Ann Clinard Cooper Electric Co.
Emory Kimrey Cooper Electric Co.
Gerald W. Horton NC Construction Grants & Loans 919 715-6219
[e-mail]

NC Constri 'ton Grants & Loans Prkj,ct Closeout Checklist
i
OWNER / NAME:
ENGINEER:
PROJECT NO:
DESCRIPTION:
ENGINEER'S RESPONSIBILITIES:
1. Approved Plans and Specifications in owner's possession.
2. As-Built/Record Drawings (certified/sealed) provided to owner
3. Test Reports: pipe/pressure tests recorded, concrete, compaction etc.
4. Inspector's Daily Logs
5. Approved shop drawings and submittals provided to owner
6. Warranty Information provided to owner.
7. Spare Parts Inventory and List provided to owner.
8. Training, training sessions done by whom, when, what subject.
9. Release/Approval from NC -DOT and/or Rail Roads (if Applicable)
10. Engineer's Certification
11. Operation and Maintenance Manuals (O&M), if required (SRF Only)
FOR EACH CONTRACT:
12. Final adjusting Change Order (must match Final Reimbursement Request)
13. Release of Liens & Consent of Surety to final payment
14. Final Sales Tax Report
OWNER (Prepare, sign, submit or confirm, as applicable, the following):
15. Final Reimbursement Request and supporting invoices. All costs must be approved by CG&L.
16. Owners Certification of Completion, acceptance of the completed project.
(This form now satisfies the requirement for a separate Initiation of Operation Letter.)
17. Clear Site/Easement Certification (a) by Owner & (b) by Owner's Counsel (Done during
design & prior to construction, IF easements were added or changed, this must be redone)
18. STAG projects closeout items also include a final MBE, WBE and Quarterly Report, the
Final Reimbursement Request form, and the Lobbying Certification. They can be found on
our website, (www.nccgl.net).
19. Performance Certification (is required on a few Treatment Plan Projects and is due one year
after the completion date.)(SRF only)
20. Is Closing cost Paid? If yes, provide the date of Payment. If No, forward to Leslie Rogers.
21. ARRA Projects: Make available for review -Davis-Bacon Interviews, Standard Form 1445,
Certified payroll records for ALL primes and subs as required in guidance, and Buy
American documentation for all materials, equipment and manufactured goods incorporated
into project.
22. Submittal of form 6100-2. indicating actual amounts paid to DBE firms (SRF Only).
Turn Over to the Owner: 1, 2, 3, 4, 5, 6, 7, 8, 9, 13, 21
Submit above items to the following Construction Grants & Loans staff:
Kavitha Ambikadevi 919 715-6200 (SRF) : 10, 11, 16, 17, 18, 19, 20, 22
or Don Evans 919 715-6216 (State Programs, STAG): 10, 11, 16, 17, 18, 19, 20, 22
Leslie Rogers 919 715-6218 (Reimbursements): 14, 15 and 20 if applicable.
CG&L Inspector: At Final, CG&L inspector will wish to have available for review or discussion ALL
applicable items listed above. To closeout project loan and/or grant, please provide any
other documentation CG&L inspector states or requests in the Final Inspection report.
Phone [phone]; FAX [phone]. Forms & other information available at http://portal.ncdenr.org
Division of Water Quality, Construction Grants & Loans Section
1633 Mail Service Center, Raleigh, NC 27699-1633

TOWN OF
RANDOLPH VOLLER
Mayor
WILLIAM G. TERRY
Town Manager
PAUL S. MESSICK, JR.
Town Attorney
P.O. Box 759 — 635 East Street
PITTSBORO, N.C. 27312
Dear Vicki,
BOARD OF COMMISSIONERS
GENEBROOKS
HUGH HARRINGTON
PAMELA BALDWIN
MICHAEL A. ROCCO
CLINTON E. BRYAN III
TELEPHONE
[phone]
FAX [phone]
08/13/2010
I am writing in response to item #5 from our plant inspection report as requested. In reference to the influent pump
station visual alert, I have taken the following action(s).
1. Replaced the light bulb.
2. After further inspection of the float system, I discovered that in order for the visual to activate, the ball float must
be allowed to angle upward approximately 45 degrees. When you inspected this system on sight, we only raised the
float enough to sound the audible. The system is in working order.
3. I will put this exercise on our "monthly" list of operator checks to ensure this system is consistently checked and in
working order.
Sincerely,
e144
Randy Heard
Town of Pittsboro
Wastewater Superintendent
919-542-2444
L�
CHARTERED 1787

X�V
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
July 29, 2010
Mr. William G. Terry, Town Manager
Town of Pittsboro - 2
635 East Street
Pittsboro, North Carolina 27312
SUBJECT: Interim Inspection & Progress meeting
Town of Pittsboro (CHATHAM)
Wet Weather Flow Improvements WWTP
ARRA-2 Project No. 2W 370 413-04
Dear Mr. Terry:
The Construction Inspection Group (CIG) of the Construction Grants and Loans Section
performed an interim inspection for the state and federally funded portion of subject project on
Tuesday July 6, 2010. Progress meetings were normally scheduled for 1:00 p.m. the first Tuesday
each month at Town Hall then followed up with a field visit to the construction site- Due to earlier
commitments on this same date, CG&L has requested meetings be scheduled to start at 2:00 p.m.
hereafter. The next meeting is scheduled for 2:00 p.m. Tuesday August 3, 2010.
You should review this report, take actions or provide responses as indicated, and then file
with the project records. If you have any questions please contact meat [phone] or via
e-mail at [e-mail].
t
ely, /_ I
vV �
Gerald W. Horton, P.E.
Environmental Engineer
Construction Inspection Group
cavi"„h
cc: John Brinkley, Raleigh office, Sandy Tripp, Charlotte office - Stearnes & Wheler
Danny Smith, Raleigh Regional DWQ Office
CIG - Mark Hubbard, PE, Gerald Horton
SRF-ARRA
f \SHARE\Project Management Branclt\Group - Constructon Inspectan\Projects (Active)\ARRA (STIMULUS) Pmjects\Pitlsbarn E0 ARRA? gwh\lnt Insp 10-07-06 Pittsborol]g doe
Construction Grants and Loans Section
1633 Mail Service Center Raleigh NC 27699-1633
Phone: [phone] FAX: [phone] / Internet: www,nccgi.net NoI t11Ca1•olina
An Equal Opportunity/Affirmative Action Employer — 50'/ Hecycled/10% Post Consumer Paper ,tea Carofirn

Pittsboro, NC
Wet Weather Flow ...,,:ovements WWTP
2W 370 413-04
Page 1 of 2
Interim Inspection of
July 6, 2010
GENERAL CONCERNS / RECOMMENDATIONS / ACTION ITEMS —Please note UPDATES
on Comments and Concerns noted in previous progress meetings (for reference) are italicized.
7. CG&L requests Record drawings or markups should be available for review at all
meetings.
9. July update: subsequent concrete breaks were satisfactory. June- Had low concrete
28-day breaks (3274 psi/4500 psi specified) on the top of wall near catwalk on EQ basin,
will break 56=day cylinder.
12. July update: June - Owner will be retrofittingtrebuilding Parkson bar screen, thus wants
proposal. CG&L mentioned if Owner wishes for this to be eligible expense a change
order should be submitted. This is not a guarantee it will be approved by CG&L.
13. Seaside noted they would be completing the RAS lines as one of last tasks on the project
for logistical reasons.
14. CG&L discussed and handed out an ARRA checklist which Owner should use to keep up
to date records on Davis Bacon interviews, Certified Payrolls, and Buy American
documentation. A copy is also attached to this report. Please have all documentation
available for review at the August meeting.
15. CG&L reviewed documentation regarding Buy American after July meeting and could
not find it. Engineer subsequently tallied the documentation for Buy American and
provided it to CG&L in .pdf format via an email. Said documentation appeared complete
and in order:'
16. In preparation for project close out CG&L mentioned items that will be of particular
importance are spare parts documentation, certifications, warranty information, all items
in #14 above, and test reports. A closeout checklist is attached to this report for Owner,
Engineer and Contractor's use in preparing for Final inspection anticipated in September
or October,
17. CG&L stated the meeting starting at 1:00 p.m. needed to be moved to 2:00 p.m.
LOAN DISBURSEMENTS
Original Contract amount - $ 1,850,500. The maximum term of the loan ( Project # 2W 370 413-04)
shall not exceed 20 years. Principal forgiven is t/2 the total project costs reimbursed and the interest
rate is 0% per annum. As of June 16 there have been 3 reimbursement requests totaling
$1,062,179.00.
BUDGET
Seaside Environmental Contractors
$1,850,500
Change Order #1
$ 27,586
Contingency
$ 93,904
Tech Services
$ 518,750
Administrative
$ 2,000
Total eligible Costs
$2,492,740
CONSTRUCTION PROGRESS
Seaside distributed an updated construction schedule which indicated they will complete project by
the contract completion date of October 29, 2010.
1. July - poured ultraviolet disinfection channel
2. Laying 8" & 10" pipe
3. Finishing concrete surface of Eq. basins

Pittsboro, NC
Wet Weather Flow Improvements WWTP
2W 370 413-04
Page 2 of 2
Interim Inspection of
July 6, 2010
CONSTRUCTION INSPECTION
Quality - concrete breaks have all been satisfactory lately
Change Order Update - the following 3 change orders were approved May 28, 2010 with no
change in contract completion date, which remains October 29, 2010:
CO #2- add $9898.31 for light addition and drain in Equalization pump station
CO #3- add $10,083.87 for adding drain with isolation capability for directing water to
plant drain without interfering with hydraulics from the filters
CO #4 - add 2,994.93 for adding SS weir plates to division box
RFPs Status -- proposal for Parkson refurbishment of bar screen is in process
RFIs Status — current
SUBMITTAL Status- current
Signage and labor information is posted
Safety — no issues
As-builts or Record Drawings were reviewed at meeting and appeared to be current. Record
drawings or markups should be available for review at all meetings.
Attendees:
John Brinkley, PE Stearns & Wheler 919 790-6770
John.Brinkley@ hg d.com
Arjun Vasanth Stearns & Wheler 919 790-6770
Jay Johnson, PE Hydrostructures 919 542-5002
'Lay. j ohnston @ hydrostructures.com
Peter L. Domas Hydrostroctures, Constr. Observer 919 542-5002
Victor Short Seaside Environmental Constr., Supt.
Mike Prillaman Seaside Environmental Constr. Proj. Mgr.
Walter Kavoy Cooper Electric Co.
Ann Clinard Cooper Electric Co.
Gerald W. Horton NC Construction Grants & Loans 919 715-6219
[e-mail]

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
May 28, 2010 f , � 1 C7— E i
mi
Mr. William G. Terry, Town Manager l JUN
Town of Pittsboro I _
635 East Street Irr
Pittsboro, North Carolina 27312 - - -
SUBJECT: Change Orders Nos. 2, 3, & 4
Seaside Environmental Construction
Wet Weather Flow Improvements WWTP
ARRA-2 Project No. 2W 370 413-04
Dear Mr. Terry:
The Construction Grants & Loans Section of the North Carolina Division of Water
Quality has concluded review of the subject change orders and supporting documents for
Seaside's contract received May 24 and 26, 2010.
Consequently, the following determinations have been made:
Ch. Order #2 Total Change, all Eligible: $ 9,898.31
Original Contract and Eligible amount $ 1,850,500.00
Contract and Eligible amount rev. by CO#1 $ 1,878,085.62
Revised contract amount & eligible after CO#2 $ 1,887,983.93
* Total ARRA funding is limited to S 2,492,739.62
The above change in contract price with Seaside is for adding lights and a drain in
Equalization basin pump station. No extra time was sought and none granted, hence contract
completion date remains October 29, 2010.
Ch. Order #3 Total Change, all Eligible: $ 10,083.87
Revised contract amount & eligible after this change $ 1,898,067.80
The above changes in contract is for adding 8" drain line and valve for directing water to
plant drain to avoid interference with hydraulics from the filters. No extra time was sought and
none granted.
Ch. Order #4 Total Change, all Eligible: $ 2,994.93
Revised contract amount & eligible after this change $ 1,901,062.73
The above changes in contract is for adding 8" drain line and valve for directing water to
plant drain to avoid interference with hydraulics from the filters. No extra time was sought and
none granted.
�"Emup - ComtrvcAon InspedanVmIsdls (ActweAARRA (STIMULUS) PmiectsVittsham ER ARRA 2 gwh\C0s\C002 3 410 05 27
Construction Grants & Loans Section One
1633 Mail Service Center Raleigh NC 27699-1633 NorthCarolina
Phone:[phone] / FAX:[phone] / Internet: www.nccgi.net �1IQiu1rQ/l�
An Equal Opportunity/Affirmative Action Employer— 50% Recycled / 10% Post Consumer Paper �/ Y L s

Pittsboro, NC
Wet Weather Flow Improvemei.— .VWTP
2W 370 413-04
Pal of 2
CO.,.._,3,&4
May 28, 2010
These Change orders with related procurement documentation have been found to be in
compliance with applicable SRF (ARRA) regulations. However, it should be understood that
this approval is administrative only and does not relieve the recipient of the responsibility to
ensure the validity of the supporting documentation including the corresponding cost and
pricing data.
Accordingly, this approval is without prejudice to a redetermination of
allowable/unallowable costs should a post approval review or audit disclose facts not now
discernible.
Time extensions are approved for purposes of funding eligibility only. Any compliance
schedules contained in an SOC, JOC, permit, or other compliance or enforcement document
issued by the North Carolina Department of Environment and Natural Resources, are not
affected by the change order determinations.
This letter should be filed with the other ARRA/SRF project documents in your possession. If
you have any questions or comments, please contact Gerald Horton via email at
[e-mail] or via telephone at [phone], or the undersigned at [phone].
Sincerely,
lu?
Mark L. Hubbard, P.E., Assistant Chief
Construction Grants and Loans
cwmgwh
cc: Sandy Tripp, Stearnes & Wheler
Danny Smith, Raleigh Regional DWQ Office
CIG — Mark Hubbard, PE, Gerald Horton, Leslie Rogers
SRF-ARRA

X�V r
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. William G. Terry, Town Manager
Town of Pittsboro
635 East Street
Pittsboro, North Carolina 27312
Dear Mr. Terry:
Division of Water Quality
Coleen H. Sullins Dee Freeman
Director Secretary
April 19, 2010
SUBJECT: Interim Inspection & Progress meeting
Town of Pittsboro (CHATHAM)
Wet Weather Flow Improvements WWTP
ARRA-2 Project No. 2W 370 413-04
The Construction Inspection Group (CIG) of the Construction Grants and Loans Section
performed an interim inspection for the state and federally funded portion of subject project on
Tuesday April 6, 2010. Progress meetings are normally scheduled at 1:00 p.m. the first Tuesday
each month at Town Hall and normally followed up with a field visit to the construction site. The
next meeting is scheduled for Tuesday May 4, 2010.
You should review this report, take actions or provide responses as indicated, and then file
with the project records. If you have any questions please contact me at [phone] or via
e-mail at [e-mail].
S' cerely,
Gerald W. Horton, P.E.
Environmental Engineer
Construction Inspection Group
[A1'l1/¢wh
cc: Sandy Tripp, Steames & Wheler
Danny Smith, Raleigh Regional DWQ Office
CIG — Mark Hubbard, PE, Gerald Horton 0
SRF-ARRA O
aPc`
F \SHARE\Prnject Management 9ranch\Group - Construction Inspection\Projects (Amive)\ARRA (STIMULUS) Projects\Pittsburo ED ARRA 2 gwh\Int Insp 19-04-99 PittsboroE9.doc
Construction Grants and Loans Section
1633 Mail Service Center Raleigh INC 276WI633 One
Phone: [phone] / FAX: [phone] / Internet: www.nccgl.net i'oli
An Equal Opportunity/Affirmative Action Employer -50n/, Recycled/10% NorthCarna
Post Consumer Paper � oft h' ol i !

Pittsboro, NC
Wet Weather Flow improvements WWTP
2W 370 413-04
Page 1 of 2
Interim Inspection of
April 6, 2010
GENERAL CONCERNS / RECOMMENDATIONS / ACTION ITEMS —Please note UPDATES
on Comments and Concerns noted in previous progress meetings (for reference) are italicized.
1. Owner wishes to add sump pump and lights at Influent Pump Station.
2. April Update: ARRA sign has been erected at entrance to WWTP. Owner is advised to
have ARRA construction sign erected.
3. April Update: SEC provided updated construction schedule. Schedule indicates project
will be completed on time. Feb. Update: CG&L has received. CG&L requested
Schedule of Values and Construction schedule after approval by Owner and / or
Engineer.
4. CG&L requested Owner have ARRA sign posted before next meeting. ARRA sign
requirements are attached to this report.
5. Please bring submittal status log to next meeting.
6. April Update: All compaction tests of sub -grade were reported at > 100% standard
proctor. Problems with reporting results have been resolved. S&ME is contracted to
Owner to do testing and will coordinate with Sandy Tripp of Stearnes & Wheler (SW).
There have been problems with S&ME disseminating reports and information.
7. CG&L requests Record drawings or markups should be available for review at all
meetings.
8. April Update: CG&L Final inspections were conducted for these projects on March 26.
For the record, a Final Inspection for the Water Reclamation for 3M project is yet to be
performed. CG&L should be notified of when Owner is ready to conduct final
inspection. Reference STAG Grant XP-974 771-030 and State Loan E-SRL T 02-0053.
LOAN DISBURSEMENTS
Original Contract amount is $ 1,850,500. As of April 6 there have been no reimbursement
requests received at CG&L. Owner is advised to call and talk to Ms. Leslie Rogers 919 715-6218
prior to submitting first reimbursement request which may avoid some issues and delays.
CONSTRUCTION PROGRESS
1. Poured slab and in process of pouring walls and setting forms of EQ basin.
2. Demo work in bar screen area proceeded.
3. Progressing on setting electrical conduit.
4. SEC is holding off on some equipment deliveries due to restricted lay down area on the
project site.
CONSTRUCTION INSPECTION
Quality - There were concrete issues in air percentage and slump, however these have now
been resolved ahead of the wall pours.
Change Order Update - Owner wishes to add sump pump and lights at Influent Pump
Station. CO#2 will include RAS line revisions.
RFPs Status - sump pump and lights at Influent Pump Station have been requested by Owner
RFIs Status — none/current
SUBMITTAL Status- an updated submittal log was passed out at meeting. Most have been
approved, none remain which are yet critical to the schedule. All major items have been
approved and released. Please bring submittal status log to next meeting.

Pittsboro, NC
Wet Weather Flow Improverrit— WWTP
2W 370413-04
'age 2 of 2
-nterim Inspection of
April 6, 2010
Inspectors logs were reviewed. It is recommended that summary entries be made occasionally
(perhaps weekly) as to equipment, subcontractors and manpower on project.
Signage and labor information is posted.
Safety — at previous meeting, Engineer stated they had observed and notified SEC of improper
use of equipment, specifically workers were using FE loader bucket as elevator. SEC
acknowledged and stated they would remedy matter. There have been no recurrences.
As-builts or Record Drawings were not reviewed. Record drawings or markups should be
available for review at all meetings.
Attendees:
Bill Terry Pittsboro Town Manager 919 542-4621 xt 22
[e-mail]
Sandy Tripp
Stearns & Wheler
704
342-4927
Sandra.Tripp@ ghd.com
John Brinkley, PE
Stearns & Wheler
919
790-6770
[e-mail]
Arjun Vasanth
Steams & Wheler
919
790-6770
Jay Johnson, PE
Hydrostructures
919
542-5002
[e-mail]
Peter L. Domas
Hydrostructures
919
542-5002
Victor Short Seaside Environmental Construction
Mike Pallamar Seaside Environmental Construction
Emory Kinney Cooper Electric Co.
Gerald W. Horton NC Construction Grants & Loans 919 715-6219
[e-mail]

LTA
1�GDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. William G. Terry, Town Manager
Town of Pittsboro
635 East Street
Pittsboro, North Carolina 27312
Dear Mr. Terry:
Division of Water Quality
Coleen H. Sullins
Director
February 24, 2010
FEB 252010
Dee Freeman
Secretary
SUBJECT: Interim Inspection & Progress meeting
Town of Pittsboro (CHATHAM)
Wet Weather Flow Improvements WWTP
ARRA-2 Project No. 2W 370 413-04
The Construction Inspection Group (CIG) of the Construction Grants and Loans Section
performed an interim inspection for the state and federally funded portion of subject project on
Tuesday February 2, 2010. Progress meetings are normally scheduled at 1:00 p.m. the first
Tuesday each month at Town Hall and normally followed up with a field visit to the construction
site. The next meeting is scheduled for Tuesday March 2, 2010.
You should review this report; take actions or provide responses as indicated and then file
for your records. If you have any questions please contact me at [phone] or via e-mail at
[e-mail].
Si rely,
Gerald W. Horton, P.E.
Environmental Engineer
Construction Inspection Group
Gwwr.h
cc: Sandy Tripp, Stearnes & Wheler
Danny Smith, Raleigh Regional DWQ Office
CIG — Mark Hubbard, PE, Gerald Horton
I\SHARE\ Project Management Branch\Oro up -Cars' ru;(Active)\ARRA(STIMULUS)Projects\Pdtshara TO ARRA 2 gwh\lnt lnsp 19-02-02 PUtsbamE9.doc
Construction Grants and Loans Section
1633 Mail Service Center Raleigh NC 27699-1633 One
Phone: [phone] / FAX: [phone] / Internet: www.nccgi.net NorthCarolina
An Equal Opportunity/Affirmative Action Employer — 501/ Recycled/1046 Post Consumer Paper NUtllCQolU

Pittsboro, NC
Wet Weather Flow Irnk" ✓ements WWTP
2W 370 413-04
Page 1 of 2
Interim Inspection of
February 2, 2010
GENERAL CONCERNS / RECOMMENDATIONS / ACTION ITEMS —Please note UPDATES
on Comments and Concerns noted in previous progress meetings (for reference) are italicized.
1. Owner is advised to have ARRA construction sign erected. They stated the sign would be
erected today (Feb. 2).
2. Engineer advised Seaside Environmental Construction (SEC)
3. Feb. Update: one DB interview was conducted. IMPORTANT - Owner and Engineer
were advised they must conduct Davis -Bacon interviews at beginning and at end of the
project. Forms and guidance may be found on CG&L's website www. nccgl.net. CG&L
also requests that certified payroll records be available for review at every subsequent
CG&L inspection.
4. Feb. Update: CG&L has received. CG&L requested Schedule of Values and
Construction schedule after approval by Owner and / or Engineer.
5. CG&L requested Owner have ARRA sign posted before next meeting. ARRA sign
requirements are attached to this report.
6. Feb. Update: Submittal log was provided at meeting. When asked, SEC stated none were
critical to the schedule as long as they are processed in a timely manner. CG&L
requested submittal log be updated at each meeting. At meeting a submittal log was
provided to CG&L.
7. S&ME is contracted to Owner to do testing and will coordinate with Sandy Tripp of
Steames & Wheler (SW). There have been problems with S&ME disseminating reports
and information.
8. CG&L requests Record drawings or markups should be available for review at all
meetings.
9. For the record, a Final Inspection for the Water Reclamation for 3M project is yet to be
performed. CG&L should be notified of when Owner is ready to conduct final inspection.
Reference STAG Grant XP-974 771-030 and State Loan E-SRL T 02-0053.
LOAN DISBURSEMENTS
Original Contract amount is $ 1,850,500. The maximum term of the loan (ARRA-2 Project # 2W
370 413-04) shall not exceed 20 years. Principal forgiven is th the total project costs reimbursed
and the interest rate is 0% per annum. As of Feb. 2 there have been no Disbursement requests
received at CG&L. Owner is advised to call and talk to Ms. Leslie Rogers 919 715-6218 prior to
submitting first reimbursement request which may avoid some issues and delays.
CONSTRUCTION PROGRESS
1. Excavating EQ basin area. SEC required to remove unsuitable sods at southwest corner.
2. Placing stone base, S&ME reported all compactions > 100%.
3. Weather for last 30 dates has included snow and much precipitation. Engineer advised SEC
to keep up with lost days due to weather.
4. All rebar has been delivered but holding some off site due to lay down restrictions at site.
5. Submittals in process.
6. Installed silt fence & erosion control features maintained.
CONSTRUCTION INSPECTION
Change Order Update - CO#1 approved November 9, 2009 for electrical revisions to route
such around the equalization basins. No new Cos pending. Owner is condsidering asking to
have area behind EQ paved.

Pittsboro, NC Page 2 of 2
Wet Weather Flow Improves s WWTP Interim Inspection of
2W 370 413-04 February 2, 2010
RFPs Status - none/current
RFIs Status — none/current
SUBMITTAL Status- many items have been approved, remaining items are pumps, Generator
set, and UV equipment.
Inspectors logs were not reviewed, please have logs available for review at next meeting.
Signage and labor information is to be posted.
Safety — Engineer stated they had observed and notified SEC of improper use of equipment,
specifically workers were using FE loader bucket as elevator. SEC acknowledged and stated
they would remedy matter.
Davis Bacon records - none yet, refer to comment # I of report.
As-builts or Record Drawings were not reviewed, project just started. Record drawings or
markups should be available for review at all meetings.
Attendees:
Bill Terry Pittsboro Town Manager 919 542-4621 xt 22
[e-mail]
John Poteat Town of Pittsboro, Proj. Mgr.
[e-mail]
Sandy Tripp Steams & Wheler 704 342-4927
Sandra.Tripp@ hg d.com
John Brinkley, PE Stearns & Wheler 919 790-6770
John.Brinkley@L,hd.com
Jay Johnson, PE Hydrostructures 919 542-5002
jay. Johnston @hydrostructures.com
Peter L. Domas Hydrostructures 919 542-5002
Victor Short Seaside Environmental Construction
Brad Lelley Seaside Environmental Construction
Mike Pallamar Seaside Environmental Construction
Gerald W. Horton NC Construction Grants & Loans 919 715-6219
[e-mail]

Water Pollution Control System Operator Designation Form
WPCSOCC
NCAC 15A 8G .0201
Permittee Owner/Officer Name: 1 a W /I e,� lt, Ao _
Mailing Address:
City Slaw-VC-i� Zip Phone # %) (9� $'Q
Signature: ' W-161P' Date:
............................�J...../..............................•.�.......,.,............................................................................
Facility Name: �77 R9 �/h57'GGV'zTU r:;WM_e4 7 Permtt #: N4 "_7 3�
County:
! SUBMIT A SEPARATE FORM FOR EACH TYPE OF SYSTEM 1
Facility Type dt Grade:
Type Grade ep� Grade
Biological VPW P At.I, S Surface Irrigation N/A
PhysicaWhemical Land Application N/A
Collection System
......................................................
Operator in Responsible Charge (ORC)
Print Full Name:
Certificate Type/Grade // Number: iG r�o S S ✓%Z~ Work Phone #: �) �y� — ��Li7y7
Signature: Date:
"I certify that I agree to my designation as the Operator in Responsible Charge for the facility noted. I understand and will abide by the
rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 080 .0204 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
...............................................................................................................................................
Back -Up Operator in Responsible Charge (i�hRC) ^ i
Print Full Name:
jS
Certificate Type / Grade / Nu b r: 01 ' 27760 Work Phone #: (9 / 9) ��q 02- V yyT
Signature: AIC Date: ) �2 - ,;. — (3 I
11 certify that I agree to my designation Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by
the rules and regulations pertaining to the responsibilities of the BU ORC as set forth in 15A NCAC 08G .0205 and failing to do so can
result in Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
......................................................................................................................... I......................
Mail or Fax to: WPCSOCC
1619 Mail Service Center
Raleigh, NC 27699-1618
Fax: 919ln33-1338
(See next page for dexignadon Of additional bac)(-op operators. Designation of more than one back-up operator is optional.)
Gt�7� I:II'IrNY/
Z0/T0 39Vd d0 NM01 1G310d NH017 E090ZbS6T6 SS:ET 0TOZ/LZ/T0

Additional Back -op ORC designad_--_
Facility Name: tT%0/%QD U►L� L ` Permit #:
Back -Up Operator in Responsible Charge (BU ORC)
Print Full Name: r>2__�?�
Certificate Type
//Graft / Nuym: &ZaJ — 9%� �J Work Phone #: (9r)
%
Signature: e,, /� Z Date: La 1210q
I certify that I agree to my designation as a Back-up Operator in Responsible Charge for the facility noted- I understand and will abide by
the rules and regulations pertaining to the responsibilities of the BU ORC as set forth in 15A NCAC O80 .0205 and failing to do so can
result in Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
............................................................................................................................................
Back -Up Operator in Responsible Charge (BU /ORC)
Print Full Name: � LLwftK ¢ /A--''
Certificate Type / Grade / Number: W lip% I ` q9 7_p_ 2 V t 400rk Phone #: _ol S) , cl
Signature: w 4 Date: fil
.01
"I certify that 1 to my designation as a Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by
the rules and regulations pertaining to the responsibilities of the BU ORC as set forth in 15A NCAC 08G .0205 and failing to do so can
result in Disciplinary Actions by the Water Polludon Control System Operators Certification Com nission."
..............................................................................................................................................
Back -Up Operator in Responsible Charge (BU ORC)
Print Full Name:
Certificate Typeade /Number: UW Work Phone #: 2 t/ L/y
Date:
"I certify that I agree to my designation as a Back-uLQpernor in Responsible Charge for the facility noted. I understand end will abide by
the rules and regulations pertaining to the responsibilities of the BU ORC as set forth in 15A NCAC 08G .0205 and failing to do so can
result in Disciplinary Actions by the Water Pollution Control System Operators Certification Cotnntission."
Back -Up Operator in Responsible Charge (BU ORC)
Print Full Name:
Certificate Type / Grade / Number:
Signature -
Work Phone #: ( )
"I certify that I agree to my designation as a Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by
the rules and regulations pertaining to the responsibilities of the BU ORC as set forth in 15A NCAC OBG .0205 and failing to do so can
result in Disciplinary Actions by the Water Polludon Control System Operators Certification Commission."
.......................................................................................................................................................................
Revised 8-2007
Z0/Z0 3E)Vd d0 NMOl 1ti31Od NHOC COSOZO96TG SS:ET OTOZ/LZ/10

,
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
January 19, 2010
Mr. William G. Terry, Town Manager i! JAN 2 0 201O
Town of Pittsboro q
635 East Street
Pittsboro, North Carolina 27312
SUBJECT: Interim Inspection & Progress meeting
Town of Pittsboro (CHATHAM)
Wet Weather Flow Improvements WWTP
ARRA-2 Project No. 2W 370 413-04
Dear Mr. Terry:
The Construction Inspection Group (CIG) of the Construction Grants and Loans Section
performed its fast interim inspection for the state and federally funded portion of subject project
on Tuesday January 5, 2010. The interim inspections will be conducted in conjunction with the
monthly progress meeting scheduled for the 151 Tuesdays each month at 1:00 p.m. Location of
the Progress meeting is at the Public Works Dept. at 1441 9`h St. NW followed by a visit to the
project sites. The next meeting is scheduled for Tuesday February 2, 2010.
Unfortunately the undersigned was unable to attend the Preconstruction meeting
conducted on November 12, 2009 so please refer to the Engineers Preconstruction minutes for
particulars. You should review this report; take actions or provide responses as indicated and
then file for your records. If you have any questions please contact meat [phone] or
via e-mail at [e-mail].
Z"O�w_
Gerald W. Horton, P.E.
Environmental Engineer
Construction Inspection Group
l M I I/ea h
cc: Sandy Tripp, Steames & Wheler
Danny Smith, Raleigh Regional DWQ Office
CIG — Mark Hubbard, PE, Gerald Horton
Attachment: ARRA sign requirement
E\SHAREVPmject Management Hmnch' N,p - Eonslruchon InspectionAProjects (AcbVe)AARRA (Siwtus) ProjectsAP, tehm3M APRA 7 yh\lnt Insp I0-01-05 PivshnmEO.doc
Construction Grants and Loans Section
1633 Mail Service Center Ra"h NC 27699-1633 One
Phone: [phone] / FAX: [phone] / Internet: www.ncGgi.net orthrolina
Ca
An Equal Opportunity/Affirmative Action Employer— 500/6 Recycled/10'/ NofthCa
Post Consumer Paper Qolil

Pittsboro, NC Page 1 of 2
Wet Weather Flow L.,wements WWTP Interim Inspection of
2W 370 413-04 January 5, 2010
GENERAL CONCERNS / RECOMMENDATIONS / ACTION ITEMS —Please note
UPDATES on Comments and Concerns noted in previous progress meetings (for reference) are italicized.
1. E IPORTANT - Owner and Engineer were advised they must conduct Davis -Bacon
interviews at beginning and at end of the project. Forms and guidance may be found on
CG&L's website www. nccgl.net. CG&L also requests that certified payroll records be
available for review at every subsequent CG&L inspection.
2. CG&L requested Schedule of Values and Construction schedule after approval by
Owner and / or Engineer.
3. CG&L requested Owner have ARRA sign posted before next meeting. ARRA sign
requirements are attached to this report.
4. CG&L requested submittal log be updated at each meeting. At meeting a submittal log
was provided to CG&L.
5. Change order #1 for electrical work coordination between a previous contractor
(Dellinger) and present contractor (Seaside Environmental) has been executed and was
approved by CG&L on November 9, 2009. The CO was for rerouting electrical around
the EQ basins. Amount of CO was $27,585.62.
6. CG&L requests Record drawings or markups should be available for review at all
meetings.
7. For the record, a Final Inspection for the Water Reclamation for 3M project is yet to be
performed. CG&L should be notified of when Owner is ready to conduct final
inspection. Reference STAG Grant XP-974 771-030 and State Loan E-SRL T 02-0053.
LOAN DISBURSEMENTS
Original Contract amount is $ 1,850,500. The maximum term of the loan (ARRA-2 Project #
2W 370 413-04) shall not exceed 20 years. Principal forgiven is th the total project costs
reimbursed and the interest rate is 0% per annum. There have been no Disbursement requests to
date. Owner is advised to call and talk to Ms. Leslie Rogers 919 715-6218 prior to submitting
first reimbursement request which may avoid some issues and delays.
PROJECT DESCRIPTION - construct:
Eligible
1. 675,000 gallon flow equalization basin with two compartments each with a 7.5 HP floating
surface aerator;
2. flow equalization basin pump station with two X 1,110 GPM pumps and
3. magnetic flow meter;
4. return activated sludge (RAS) pump station consisting of three X 300 GPM pumps with
VFDs;
5. UV disinfection system with two banks;
6. replace VFD and PLC at the influent pump station;
7. standby diesel generator with automatic transfer switch; and
8. associated appurtenances for a complete installation
CONSTRUCTION PROGRESS
1. Mobilized
2. Installed silt fence & erosion control features
3. Change Order
4. Removed abandoned screen

Pittsboro, NC ?age 2 of 2
Wet Weather Flow Improvem___ WWTP Interim Inspection of
2W 370 413-04 January 5, 2010
5. Relocating underground piping
6. Began topsoil stripping for EQ basin excavation
CONSTRUCTION INSPECTION
Change Order Update - see comment # 5 above, no new change orders.
RFPs Status - none
RFIs Status — none
SUBMITTAL Status- many items have been approved, remaining items are RAS pumps,
valves, and UV equipment.
Inspectors logs were reviewed and deemed adequate.
Signage and labor information is to be posted.
Safety — no issues
Davis Bacon records - none yet, refer to comment # 1 of report.
As-builts or Record Drawings were not reviewed, project just started. Record drawings or
markups should be available for review at all meetings.
Attendees:
Bill Terry Pittsboro Town Manager
wgterry@nc.[T.com
John Poteat Town of Pittsboro, Proj. Mgr.
Kay Hamrick Town of Pittsboro, Financial Officer
Randy Heard Town of Pittsboro
William Davis Town of Pittsboro
Sandy Tripp
John Brinkley, PE
Mun Vasanth
Stearns & Wheler
Sandra.TriDt)@ghd.com
Steams & Wheler
[e-mail]
Stearns & Wheler
[e-mail]
Jay Johnson, PE Hydrostructures
iay [e-mail]
Becky Smith, PE Hydrostructures
[e-mail]
Gerald W. Horton NC Construction Grants & Loans
[e-mail]
919 542-4621 xt 22
[e-mail]
[e-mail]
704 342-4927
919 790-6770
919 790-6770
919 542-5002
919 542-5002
919 715-6219

Water Pollution Control System Operator Designation Form
WPCSOCC
NCAC 15A 8G .0201
Permittee Owner/Officer Name: l ev W /1 c-97— r/ �7SI 1- O
Mailing Address: /i r ax�
City SWC/06' MD023%Z-- Phone# (5'�9y E�a yam
Signature: Toy'--m Date:
brva� If
...............................................................�..........................................`...........................
Facility Name:%lli9 �C�/��//��
County: C Ewa tki
SUBMIT A SEPARATE FORM FOR EACH TYPE OF SYSTEM I
Facility Type & Grade:
Grade Type Gra
de
Biological WWTP Type
Surface Irrigation N/A
Physical/Chemical Land Application N/A
Collection System
.............................................................................................................................................
Operator to Responalble Charge (ORC)
Print Full Name:
Certificate Type / Grade / Number: pr. f 1a 5 S � W ork Phone#: 1 S/off — I?Al`yV
Signature: L� Date:
"I certify that I agree to my designation as the Operator in Responsible Charge for the facility noted. I understand and will abide by the
rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 080 ,0204 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
..............................................................................................................................................
Back -Up Operator in Responsible Charge EBU�RC) t
Print dill Name:
Certificate Type /Grade / Number: W Work Phone #: (%
Signature: Date:
"I certify that I agree to my designation Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by
the rules and regulations pertaining to the responsibilities of the BU ORC as set forth in 15A NCAC 090 .0205 and failing to do so can
result in Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
...................................................................
Mail ys Fax to: WPCSOCC
1618 Mail Service Center
Raleigh, NC 27699-1618
Fax!919n33.1338
(See. tpage fm de.ignution of addition.I 6ek-up open . Decigmtion of more then one 6ack.up operxor:s apeanal.)
Rerisad 6-2007
E0/Z0 39tid d0 NM01 1Fi310d NHOP E09OZ09STS
91:11 000Z/01:/ZL

Additional Backup ORC designations
Facility Name: Pt , !/Il `P PermitN:
..............................................................................................................................................
Back -Up Operator in Responsible Charge (BU ORC)
Print Full Name: ,
Certificate Type I Grade / Number: 1 Ja) - Work Phone #: (9)7)
Signature: Date: 191 .1,001
"I certify that I agree to my designation as a Beck -up Operator in Responsible Charge for the facility noted. I understand and will abide by
the rules and regulations pertaining to the responsibilities of the BU ORC as set forth in 15A NCAC 08G .0205 and failing to do so can
result in Disciplinary Actions by the Water Pollution Control System Operators Certification Commission"
Back -Up Operator in Responsible Charge (BU /ORC)
Print Pull Name: �_t�� 'AI �^ Gl>�5� �✓-
Certificate Type / Grade / Number: W W I - 9 7 aZ f/ V,�&ork Phone #: 91 �) � 2 Lqo
Signature: �- / Date: 1,.2. 2 t19
"I certify that I [o my designation as a Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by
the mks and regulations pertaining to the responsibilities of the BU ORC as set forth in 15A NCAC 080.0205 and failing to do so can
result in Disciplinary Actions by the Water Pollution Control System Operators Certification Cornntission:'
Back -Up Operator in Responsible Charge (BU ORC)
Print Pull Name:
Certificate Type / Grade / Number: ��a--� w� t: o -Work Phone #: " C' ' t/ Ci�i
Date: �� t
" I certify that I agree to my designation as a Back-uJEQpc[ator in Responsible Charge for the facility noted. I understand and will abide by
the miles and regulations pertaining to the responsibilities of the BU ORC as set forth in 15A NCAC 08G .0205 and failing to do so can
result in Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
.....................................................................................................................................
Back -Up Operator in Responsible Charge (BU ORC)
Print Full Name:
Certificate Type / Grade / Number:
Signature:
Work Phone #:
Date:
" 1 certify that I agree to my designation as a Back-up Operator in Responsible Charge for the facility noted. 1 understand and will abide by
the rules and regulations pertaining to the responsibilities of the BU ORC as set forth in 15A NCAC 080.0205 and failing to do so can
result in Disciplinary Actions by the Water Pollution Control System Operators Certification Commission"
Revised 8-2007
E0/E0 39Vd AO NMOI 1ti310d NHOC £9SOZVSG16 9T:11 600Z/91/ZT

ATM,
w�'
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue
Governor
Mr. William G. Terry, Town Manager
Town of Pittsboro
PO Box 759
Pittsboro, North Carolina 27312
Dear Mr. Terry:
Colleen H. Sullins
Director
6
Dee Freeman
Secretary
November 4, 2009
Subject: Draft NPDES Permit Modification
Permit NCO020354
Pittsboro WWTP
Chatham County
By letter of October 1, the Director notified affected dischargers of the Divisions intent to modify their
NPDES permits to incorporate new requirements under the Jordan Lake Nutrient Management
Strategy and its Wastewater Discharge rule, T15A NCAC 02B .0270. Accordingly, the Division proposes
to modify the subject permit and is enclosing the draft modifications for your review and comment.
At this time, the Division is submitting a notice to the newspaper of general circulation in Chatham
County, inviting public comment on the draft permits for the affected facilities. The notice is scheduled
for publication on or about November 6 and initiates a 30-day comment period.
Please provide any comments you have regarding the draft permit to this office, in writing, no later
than 30 days of receipt of this letter.
The draft permit includes the following changes:
• Total Phosphorus (TP) Limits. The permit includes three total phosphorus limits:
• The mass TP limit from the Robeson Creek nutrient TMDL is a summer limit that applies to the
existing discharge to Robeson Creek. Special Condition A.(5.) of the Towns current permit
specifies that the limit will be included with the 2011 renewal and will become effective at that
time. The Division proposes to add the limit now with a 2011 effective date and to update
Condition A.(5.) (now re -numbered as A.(4.)).
• The 2.0 mg/ L concentration limit is a year-round limit and applies to the existing discharge to
Robeson Creek. Because the mass limits are generally more stringent, it will serve primarily to
limit winter discharges to the creek. The concentration limit will remain in effect after the mass
limits become effective.
• The mass TP limit from the Haw River nutrient TMDL and Jordan Lake Strategy is a year-round
mass limit. It is based on the Town's allocation for delivered load and calculated for the
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 One
Phone: 91M07.63001 FAX: 91M07-64921 Customer Service: "77fi23.6748 NprthCarolina
Internet: www.ncwaterquality.org /\ /att�r�'l`J�
An Equal Opportunity l AlfimuMive Action Employer l� Y s �/

Mr. William G. Terry, Town Manager
Draft NPDES Permit Modification
November 4, 2009
Robeson Creek discharge. This limit becomes effective January 1, 2010. The concentration limits
remains in effect through December 31, 2009.
• Total Nitrogen (TN) Limit. The permit does not include a new limit for total nitrogen at this time.
The rule specifies that nitrogen limits will become effective in 2016, and the Division proposes to
add those limits to affected permits during the 2011 renewal process.
• Nitrogen Optimization. The permit includes a new special condition that re -iterates nitrogen
optimization requirements from the point source rule. The rule requires development of an
optimization plan that, upon acceptance by the Division, is to be implemented until the nitrogen
limits become effective in 2016. It also requires annual status reports until 2016 (the final report will
cover calendar year 2015).
Some members of the Jordan Partnership undertook a similar effort in 1999. Regardless of its
success at individual facilities, most facilities have seen significant changes in their processes or
operating conditions since then. The Division does not expect any discharger to conduct an
extensive evaluation if it merely repeats the 1999 effort. However, we expect all dischargers to make
a reasonable effort to reduce nitrogen discharges until process improvements are completed, as is
the intent of the rule.
To satisfy this requirement, each discharger should evaluate its treatment facilities and operations
or update its previous evaluation(s) and report its findings and recommendations, including, if
necessary, an update of its current optimization measures. All facilities will be expected to provide
annual reports on the status and effectiveness of the recommended measures.
• Additional Special Conditions for Nutrients. The permit includes new conditions that (1) document
the nitrogen and phosphorus allocations assigned to the facility and (2) describe how the mass
limits will be managed in individual permits and in the event that a group compliance association
is formed. These conditions make reference to nitrogen as well as phosphorus and will apply to
each nutrient as the respective limits become effective.
• Additional Changes. The requirements of Condition A. (6.), Total Phosphorus Compliance Plans, in
the current permit have been satisfied and the condition deleted from the draft permit. The special
conditions have been re -ordered to put all of the nutrient -related conditions together for easier
reference.
If you have any questions concerning the draft permit, please contact me at [phone] or at
mike. [e-mail].
Sincerely,
Michael . Templeton, P.E.
Point Source Branch
Enclosure: Draft permit modification, NCO020354
Copies: Chief, NPDES and Biosolids Permits Section, Region IV, EPA
Raleigh Regional Office, Surface Water Protection
Michael Douglas, Raleigh Regional Office, DEH
Steve Reid, Technical Assistance and Certification Unit
PERCS Unit
NPDES Files

Permit No. NCO020354
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act, as amended, the
Town of Pittsboro
is hereby authorized to discharge wastewater from a facility located at the
Town of Pittsboro WWTP
Off Small Street Extension
Chatham County
to receiving waters designated as Roberson Creek in the Cape Fear River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in
Parts I, II, III, and IV hereof.
The permit shall become effective....................................................................................................
This permit and the authorization to discharge shall expire at midnight on ........................ Apri130, 2011.
Signed this day ............................... .
DRAFT
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit No. NC0020354
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby revoked. As of
this permit issuance, any previously issued permit bearing this number is no longer effective. Therefore, the
exclusive authority to operate and discharge from this facility arises under the permit conditions, requirements,
terms, and provisions included herein.
The Town of Pittsboro
is hereby authorized to:
1. Continue to operate an existing 0.75 MGD extended aeration treatment system consisting of the
following components:
• Manual and mechanical bar screen
• Diffused aeration basins
• Clarifiers
• Phosphorous removal
• High -rate sand filters
• Sludge thickening
• Aerobic sludge digestion
• Ultraviolet disinfection
• Effluent flow measurement
• Cascade post aeration
The facility is located at the Pittsboro W WTP off of the Small Street Extension, southeast of
Pittsboro in Chatham County
2. Discharge from said treatment works at the location specified on the attached map into Roberson
Creek, classified as WS-IV NSW waters in the Cape Fear River Basin.

Permit No. NCO020354
A.(1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
Beginning upon the effective date of this permit and lasting until expiration, the Permittee is authorized
to discharge treated wastewater from Outfall 001. Such discharges shall be limited and monitored by
the Permittee as specified below:
EFFLUENT
CHARACTERISTICS
EFFLUENT LIMITATIONS
MONITORING REQUIREMENTS
Monthly
Average
Weekly
Average
Daily
Maximum
Measurement
Frequency
Sample Type
Sample Location
Flow
0.75 MGD
Continuous
Recording
Influent or Effluent
Total Monthly Flow (MG)
Monitor & Report
Monthly
Rec. or Calc.
Influent or Effluent
BOD, 5-day, (20°C)
(April 1 —October 31
5.0 mg/L
7.5 mg/L
3/Week
Composite
Influent &Effluent
(day, ( March 31/Week
(November 1 - Z
Nov—Ma
10.0 mg/L
15.0 mg/L
3
Composite
site
Influent & Effluent
Total Suspended Solids'
30.0 mg/L
45.0 mg/L
3/Week
Composite
Influent & Effluent
NH3 as N
2.0 mg/L
6.0 mg/L
3/Week
Composite
Effluent
Total Residual Chlorine'
28 pg/L
3/Week
Grab
Effluent
PH 5
3/Week
Grab
Effluent
Temperature (°C)
Daily
Grab
Effluent
Temperature (°C)
3/Week
Grab
Upstream & Downstream
Dissolved Oxygen'
3/Week
Grab
Effluent,
Upstream & Downstream
Fecal Coliform
eometric mean
200/100 ml
400/100 ml
3 / Week
Grab
Effluent,
Upstream & Downstream
Conductivity
3/Week
Grab
Effluent,
Upstream & Downstream
TKN
Monitor & Report (mg/L)
Weekly
Composite
Effluent
NO3-N + NO2-N
Monitor & Report (mg/L)
Weekly
Composite
Effluent
Total Nitrogen, TN6
Monitor & Report (mg/L)
Weekly
Composite
Effluent
TN Load'•8
Monitor & Report (lb/mo)
Monitor & Report (lb/yr)
Monthly
Annually
Calculated
Effluent
Total Phosphorus, TP
Monitor & Report (mg/L)
Weekly
Composite
Effluent
Total Phosphorus, TP S
2.0 mg/L Quarterly Average
Weekly
Composite
Effluent
TP Load '•a
Monitor & Report (lb/ma)
5,056 lb/yr (effective 1/1/2010)
322 lb (Apr 1-Oct3l) (effective 2011)
Monthly
Annually
Seasonally
Calculated
Effluent
Nickel
25 pg/L
261 pg/L
Weekly
Composite
Effluent
Copper
Monthly
Composite
Effluent
Zinc
Monthly
Composite
Effluent
Chronic Toxicity 10
Quarterly
Composite
Effluent
All footnotes are listed on the following page.

Permit No. NC0020354
Footnotes from Limits and Monitoring Requirements:
1. Sample locations: Upstream = at least 100 yards above the outfall; Downstream = at least 100 yards downstream from
the outfall. lnstream monitoring shall be conducted 3/ Week during June, July, August, and September, and once per
week during the remainder of the year. Instream monitoring is provisionally waived in light of the Permittee's
participation in the Upper Cape Fear River Basin Association. Instream monitoring shall be conducted as stated in this
permit should the Permittee end its participation in the Association.
2. The monthly average BODS and Total Suspended Residue concentrations shall not exceed 15% of the respective influent
value (85% removal).
3. The daily dissolved oxygen effluent concentration shall not be less than 6.0 mg/ 1.
4. Total residual chlorine shall be monitored if chlorine is added as a disinfectant or used elsewhere in the process.
5. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored three times
per week at the effluent by grab sample.
6. TN = TKN + NO3-N + NOrN, where TN is Total Nitrogen, TKN is Total Kjeldahl Nitrogen, and NO3-N and NOrN are
Nitrate and Nitrite Nitrogen, respectively.
7. TN or TP Load is the mass quantity of Total Nitrogen or Phosphorus discharged in a given period of time. See Special
Condition A. (6.), Calculation of Total Nitrogen or Total Phosphorus Loads.
8. Compliance with mass limits shall be determined in accordance with Special Conditions A.(4.), Total Phosphorus Limits,
and A.(5.), Annual Limits for Total Nitrogen or Total Phosphorus.
9. The quarterly average for total phosphorus shall be the average of composite samples collected weekly during each
calendar quarter (January -March, April -June, July -September, October -December).
10. Chronic Toxicity (Ceriodaphnia) P/F at 90%; March, June, September & December. See Special Condition A.(2.).
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Permit No. NCO020354
A.(2.) CHRONIC TOXICITY PERMIT LIMIT (QUARTERLY)
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant
mortality to Ceriodaphnia dubia at an effluent concentration of 900/0.
The permit holder shall perform at a minimum ua9 rterly monitoring using test procedures outlined in
the "North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998, or
subsequent versions or "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure"
(Revised -February 1998) or subsequent versions. The tests will be performed during the months of
March, June, September, and December. Effluent sampling for this testing shall be performed at the
NPDES permitted final effluent discharge below all treatment processes.
If the test procedure, performed as the first test of any single quarter, results in a failure or ChV
below the permit limit, then multiple -concentration testing shall be performed at a minimum, in
each of the two following months, as described in "North Carolina Phase II Chronic Whole Effluent
Toxicity Test Procedure" (Revised -February 1998) or subsequent versions.
The chronic value for multiple concentration tests will be determined using the geometric mean of the
highest concentration having no detectable impairment of reproduction or survival and the lowest
concentration that does have a detectable impairment of reproduction or survival. The definition of
"detectable impairment," collection methods, exposure regimes, and further statistical methods are
specified in the "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -
February 1998) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the months in which tests were performed, using the
parameter code TGP3B for the pass/fail results and THP3B for the Chronic Value. Additionally,
DWQ Form AT-3 (original) is to be sent to the following address:
NCDENR/ DWQ/ Environmental Sciences Section
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Section no later
than 30 days after the end of the reporting period for which the report is made. Test data shall be
complete, accurate, include all supporting chemical/physical measurements and all
concentration/response data, and be certified by laboratory supervisor and ORC or approved
designate signature. Total residual chlorine of the effluent toxicity sample must be measured and
reported if chlorine is employed for disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is
required, the permittee will complete the information located at the top of the aquatic toxicity (AT) test
form indicating the facility name, permit number, pipe number, county, and the month/year of the
report with the notation of "No Flow' in the comment area of the form. The report shall be submitted
to the Environmental Sciences Section at the address cited above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required,
monitoring will be required during the following month. Should any test data from this monitoring
requirement or tests performed by the North Carolina Division of Water Quality indicate potential
impacts to the receiving stream, this permit may be re -opened and modified to include alternate
monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document (such as minimum control
organism survival, minimum control organism reproduction, and/or appropriate environmental
controls) shall constitute an invalid test and will require immediate follow-up testing, to be completed
no later than the last day of the month following the month of initial monitoring.

Permit No. NCO020354 ,
A.(3.) NUTRIENT ALLOCATIONS — JORDAN LAKE STRATEGY
(a.) The following table lists the Total Nitrogen (TN) and Total Phosphorus (TP) allocations assigned
to, acquired by, or transferred to the Permittee in accordance with the Jordan Lake nutrient
management rule (T15A NCAC 02B .0270) and the status of each as of permit issuance. For
compliance purposes, this table does not supersede any TN or TP limit established elsewhere in
this permit or in the NPDES permit of a compliance association of which the Permittee is a Co-
Permittee Member.
Total Nitrogen Allocation
ALLOCATION AMOUNT ICI
ALLOCATION
SOURCE
DATE
STATUS
Delivered (Ib/yr)
Discharge (Ib/yr)
TYPE
Base
Assigned by Rule
8111/09
27,514
36,202
Active
(T15A NCAC 02B .0270)
TOTAL
27,514
36,202
Active
Footnote:
(1) Nitrogen Transport Factor = 76% ® Outfall 001 to Robeson Creek
Total Phosphorus Allocation
ALLOCATION AMOUNT i�i
ALLOCATION
SOURCE
DATE
STATUS
Delivered (Ib/yr)
Discharge (Ib/yr)
TYPE
Base
Assigned by Rule
8/11/09
3,731
4,551
Active
(T15A NCAC 02B .0270)
TOTAL
3,731
4,551
Active
Footnote:
(1) Phosphorus Transport Factor = 82% ® Outfall 001 to Robeson Creek
(b.) Any addition, deletion, or modification of the listed allocation(s) (other than to correct
typographical errors) or any change in status of any of the listed allocations shall be considered a
major modification of this permit and shall be subject to the public review process afforded such
modifications under state and federal rules.
A.(4.) TOTAL PHOSPHOROUS LIMITS
(a.) Special Condition A. (1.), Effluent Limitations and Monitoring Requirements, specifies three
discharge limits for Total Phosphorus: a year-round 2.0 mg/L concentration limit (already in
effect), a summer -season mass limit consistent with the requirements of the Roberson Creek
Phosphorus TMDL (effective summer of 2011), and a year-round mass limit consistent with the
requirements of the Haw River Nutrient TMDL and the Jordan Lake Nutrient Management
Strategy (effective January 1, 2010).
(b.) Prior to submitting application for an Authorization to Construct a new wastewater treatment
facility and outfall to the Haw River, the Permittee must first obtain a modification of this NPDES
permit authorizing such discharge.

Permit No. NC0020354
A.(5.) ANNUAL LIMITS FOR TOTAL NITROGEN OR TOTAL PHOSPHORUS
(a.) Total Nitrogen (TN) and Total Phosphorus (TP) allocations and load limits for NPDES
dischargers in the Jordan Lake watershed are annual limits and apply on a calendar year basis.
(b.) For any given calendar year, the Permittee shall be in compliance with the annual TN (or TP)
Load limit in this Permit if:
(L) the Permittee's annual TN (or TP) Load is less than or equal to the effective limit, or
(ii.) the Permittee is a Co-Permittee Member of a compliance association.
(c.) The TN (or TP) Load limit in this Permit may be modified as the result of allowable changes in
the Permittee's allocations.
(i.) Allowable changes include those resulting from purchase of TN (or TP) allocation from an
authorized mitigation banker, the Ecosystem Enhancement Program, or other source
allowed under applicable regulations; purchase, sale, trade, or lease of allocation between
the Permittee and other dischargers; regionalization; and other transactions approved by
the Division.
(ii.) The Permittee may request a modification of the TN (or TP) Load limit in this Permit to
reflect allowable changes in its allocation(s).
(A) Upon receipt of timely and proper application, the Division will modify the permit as
appropriate and in accordance with state and federal program requirements.
(B) Changes in TN (or TP) limits become effective on January 1 of the year following
permit modification. The Division must receive application no later than August 31
for changes proposed for the following calendar year.
(iii.) Any requests for modification should be sent to:
NCDENR/ DWQ/ NPDES Programs
Attn:Jordan Lake Watershed Coordinator
1617 Mail Service Center
Raleigh, NC 27699-1617
(d.) If the Permittee is a member and co-permittee of an approved compliance association on January
1 of a given year, its TN and TP discharges during that year are governed by that association's
group NPDES permit and the limits therein.
(L) The Permittee shall be considered a Co-Permittee Member for any given calendar year in
which it is identified as such in Appendix A of the association's group NPDES permit.
(ii.) Association roster(s) and members' TN and TP allocations will be updated annually and in
accordance with state and federal program requirements.
(iii.) If the Permittee intends to join or leave a compliance association, the Division must be
notified of the proposed action in accordance with the procedures defined in the
association's NPDES permit.
(A) Upon receipt of timely and proper notification, the Division will modify the permit as
appropriate and in accordance with state and federal program requirements.
(B) Membership changes in a compliance association become effective on January 1 of the
year following modification of the association's permit.
(e.) The TN and TP monitoring and reporting requirements in this Permit remain in effect
throughout the term of the Permit and are not affected by the Permittee's membership in a
compliance association.

Permit No. NCO020354
A.(6.) CALCULATION OF TOTAL NITROGEN OR TOTAL PHOSPHORUS LOADS
(a.) The Permittee shall calculate monthly and annual TN Loads as follows:
(i.) Monthly TN (or TP) Load (lb/mo) = TN (or TP) x TMF x 8.34
where:
TN or TP = the average Total Nitrogen or Total Phosphorus concentration
(mg/L) of the composite samples collected during the month
TMF = the Total Monthly Flow of wastewater discharged during the
month (MG/mo)
8.34 = conversion factor, from (mg/L x MG) to pounds
(ii.) Annual TN (or TP) Load (lb/yr) = Sum of the 12 Monthly TN (or TP) Loads for the calendar
year
(b.) The Permittee shall report monthly Total Nitrogen and Total Phosphorus results (mg/L and
lb/mo) in the appropriate discharge monitoring report for each month and shall report each
calendar year's results (lb/yr) with the December report for that year.
A.(7.) NITROGEN OPTIMIZATION
(a.) Not later than February 11, 2010, the Permittee shall:
(i.) evaluate its treatment facilities and operations,
(ii.) identify further opportunities to improve and optimize nitrogen reduction in the existing
facilities beyond those previously implemented pursuant to G.S.143-215.1B(d), and
(iii.) submit a report to the Division documenting its findings, proposing optimization measures,
and describing expected results.
(b.) No later than six months following the Divisions written acceptance of the report, or as provided
in the acceptance, the Permittee shall implement the proposed measures.
(c.) Beginning one year following the Divisions acceptance of the report and continuing through
2016, the Permittee shall submit a progress report to the Division documenting the status of the
proposed measures and the nitrogen reductions achieved at the facility during the previous
calendar year.
(d.) Reports shall be submitted to:
NCDENR/ DWQ/ NPDES Programs
Attn: Jordan Lake Watershed Coordinator
1617 Mail Service Center
Raleigh, NC 27699-1617
A.(8.) PERMIT RE -OPENER: SUPPLEMENTARY NUTRIENT MONITORING
Pursuant to N.C. General Statutes Section 143-215.1 and the implementing rules found in Title 15A of
the North Carolina Administrative Code, Subchapter 02H, specifically,15A NCAC 02H.0112(b)(1) and
02H.0114(a), and Part II, Sections B.12. and B.13. of this Permit, the Director of DWQ may reopen this
permit to require supplemental nutrient monitoring of the discharge. The additional monitoring will
be to support water quality modeling efforts within the Cape Fear River Basin, and shall be consistent
with a monitoring plan developed jointly by the Division and affected stakeholders.

AGII�Ar
NCDENR
Exvi�xxurt �xo Nmwu R[souvco
Draft
East Sheet o NPDES Permit
Jordan Lake NPDES Dischargers
PROPOSED PERMIT ACTION
14 NPDES Permits
The Division proposes to modify fourteen (14) NPDES permits for municipal and domestic
treatment facilities in the Jordan Lake watershed of the Cape Fear River Basin. The purpose of
the modifications is to set Total Phosphorus discharge limits in accordance with the Jordan
Lake Nutrient Management Strategy: Wastewater Discharge Requirements, T15A NCAC 02B
.0270.
FACILITY INFORMATION
The affected facilities are as follows:
Permit
Owner
Facility
Receiving Stream
County
NCO047597
City of Durham
South Durham WRF
New Hope Creek
Durham
NCO025241
Orange W&S Authority
Mason Farm WWTP
Morgan Creek
Orange
N00026051
Durham County
Triangle WWTP
Northeast Creek
Durham
NCD056413
Chatham WRF
Carolina Meadows WWTP
Morgan Creek
Chatham
NCO043559
Fearrington Utilities, Inc.
Fearrington Utilities WWTP
UT to Bush Creek
Chatham
NCO047384
City of Greensboro
T.Z. Osborne WWTP
South Buffalo Creek
Guilford
NCO024325
City of Greensboro
North Buffalo Creek WWTP
North Buffalo Creek
Guilford
NCO023868
City of Burlington
Eastside WWTP
Haw River
Guilford
NCO023876
City of Burlington
Southside WWTP
Big Alamance Creek
Guilford
NCO024881
City of Reidsville
Reidsville WWTP
Haw River
Rockingham
NCO021211
City of Graham
Graham WWTP
Haw River
Alamance
NC0021474
City of Mebane
Mebane WWTP
Moadams Creek
Alamance
NC0020354
Town of Pittsboro
Pittsboro WWTP
Robeson Creek
Chatham
NC0066966
Quarterstone Farm HOA.
Quarterstone Farm WWTP
Buffalo Creek
Guilford
JORDAN LAKE NUTRIENT MANAGEMENT STRATEGY
The Jordan Lake Nutrient Management Strategy is a comprehensive set of rules and Session
Law that became effective August 11, 2009. The Strategy aims to restore and maintain water
quality, protect the lake's classified uses, and maintain or enhance protections currently
implemented by local governments in existing water supply watersheds. The Strategy calls for
improvements in stormwater management (existing and new development), agricultural
practices, fertilizer application management, riparian buffers protection, and wastewater
treatment.
The figure below shows the watershed and the three subwatersheds. The strategy sets nutrient
reduction targets for each subwatershed.
PROPOSED MODIFICATIONS
The Strategy establishes nitrogen and phosphorus allocations for all existing wastewater
dischargers that treat nutrient -bearing wastes. For point sources, it specifies that facilities with a

permitted flow of 0.1 MGD or 1 ter must meet nutrient limits based c iese allocations. The
limits for both nitrogen and phospnorus are given as annual mass limits. ine phosphorus limits
become effective in CY2010, the nitrogen limits in CY2016.
The proposed permit modifications affect dischargers with a permitted flow of 0.1 MGD or
greater. (Permit NC0003913 for Glen Raven Inc. has been rescinded since work began on the
Strategy and so is not affected.) A new Special Condition in each permit identifies the
discharge and delivered allocations and the Transport Factor for facility. The permit limit for
phosphorus is then based on the TP discharge allocation. The Division intends to add nitrogen
limits during the 2011 permit renewals.
The attached table lists all facilities in the Jordan Lake watershed that received nutrient
allocations under the Wastewater Discharge Requirements rule. It shows the allocations,
transport factors, and permitted flow for each facility. It also shows the equivalent
concentrations for the TN and TP allocations, that is, the concentration that the facility must
reach to meet its mass limit at full permitted flow.
The modifications include other, minor changes. Special Conditions and other language with
compliance dates that had passed were deleted as a matter of course. And conditions were re-
ordered to group the nutrient -related conditions for easier reference.
< end of text >

NUTRIENT ALLOCATIONS - INITIAL ASSIGNMENTS
JORDAN RESERVOIR NUTRIENT MANAGEMENT STRATEGY
August2009
-y::a5 � �.m.•p. e,. w *Y � 'o- aT S �p°r. x , wse i v
1u •.
35% TN reduction
Transport
Allocations - 7N
Allocations - TP
Permit
Owner
FacilityMGD
�mt
TN
TP
TN at EOP
6 r
Avg Conic
EOP L
TNto Lake
Ib r
TP at EDP Avg Conic
b r C-0P L
7P to Lake
r
NCO047597
City of Durham
South Durham WRF
20.0
75%
67%
185,345
3.04
139,009
14,053 0.23
9.41%
NCO025241
Orange Water & Sewer Authority
Mason Farm W WTP
14.5
63%
47 %
134,375
3.04
84,656
10,188 0.23
4
N00026051
Durham County
Triangle WWTP
12.0
96%
97%
111,207
3.04
106,759
8,432 0.23
8
NCO056413
Whippoorwill LLC
Carolina Meadows W WTP
0.35
63%
47 %
3,244
3.04
2,043
246 0.23
116
NCO051314
North Chatham Water & Sewer Company, LLC
Cole Park Plaza
0.050
81 %
84%
1,826
'12.00
1,479
304 2.00
256
NCO043257
Nature Trails Association, CLP
Nature Trails Mobile Home Park W WTP
0.040
81%
84^/
1,461
12.00
1,184
244 2.00
205
NCO042803
Birchwood Mobile Home Park
Birchwood Mobile Flame Park
0.018
70%
64 %
658
12.00
460
110 2.00
- 70
NCO074446
Hiltop Mobile Home Park
Hilltop Mobile Flome Park
0.012
70%
64%
438
12.00
307
73 2.00
47
NCO048429
lCedar Village Apartments
lCedar Village Apartments
1 0.005
100%
100%
183
12.00
183
30 2.00
30
46.98
438,736
PS Alloc'n b
r EDP
33,680 PS Annen b
r FOP
3.04
mg/L TF{Lg
0.23 mg/L TP, Lg
'
12.00
L TF4 Sm
2.00 L TP Sm
PS Alloc'n blyrat lake:
336079
PS Alloc'n Ib rat Lake:
23106
ib/yr T14 Lg:
332,467
Ib/yr TP, Lg:
22,498
lb r TP4 Sm:
3,613
lb/ r TP Sm:
608
Cak'd redsn at Lake:
35.
Cak'd redum at Lake:
5.
Nutrient Reduetbn Threats:
Maintain 1997-2001 baseline loads for TN and TP
0%reduction required, 0%Increase allowed .
Transport Allocations - TN Allocations - TP
Qplrt TN a[ EOP Avg Conic 7N to Lake TP at EOP Avg Conic TP to Lake
Permit Owner Facility ,..,... 7N TP _.v ,__,.. ... ,.. .
5.35 mg/LTF4 Lg 1 0.37 mg/LTP, Lg
yr
498

I
Aht
ros.OM Red �ctb Ta is
8% TN reduction
5% TP reduction
Transport
Allocations - TN
Allocations - TP
Qtmt
TN at EOP
Avg Conc
TNto Lake
TP at E0P
Avg Conc
TPto Lake
Pernik
Owner
FacilityMGD
7N
6 r
EOP L
f0 r
6 r
EOP L
th r
NCO047384 City of Greensboro
T.Z. Osborne WWTP
40.0
45%
44
643,595
5.29
289,618
80,899
0.66
35,595
NCO024325 City of Greensboro
North Buffalo Creek WWTP
16.0
43%
42
257,438
5.29
110,698
32,359
0.66
13,591
NCO023M City of Burlington
Eastskle WWTP
12.0
77 %
6
193,078
5.29
148,670
24,270
0.66
16,746
NCO023876 City of Burlington
Southside WWTP
12.0
80%
73
193,078
5.29
154,463
24,270
0.66
17,717
NCO024881 City of Reidsville
Reidsville WWTP
7.5
66%
56
120,674
5.29
79,645
15,169
0.66
8,494
NCO021211 City of Graham
Graham WWTP
3.5
81%
71%
56,315
5.29
45,615
7,079
0.66
5,02(
NCO021474 City of Mebane
Mebane WWTP
2.5
56%
55%
40,225
5.29
22,526
5,056
0.66
2,781
NCO020354 Town of Pittsboro
Pittsboro W WTP
2.2S
76%
82°
36,202
5.29
27,514
4,551
0.66
3,731
NCOD66966 Quarterstone Farm Homeowners Assoc.
Quarterstone Farm WWTP
0.20
50%
43 %
3,218
5.29
1,609
404
0.66
174
NC0003913 den Raven Inc
Altamahaw Division plant
0.15
58%
49%
2,413
5.29
1400
303
0.66
149
N00022691 Chateau Communities, mc.
Autumn Forest Manuf. Home Community
0.082
52%
46%
2,995
12.00
1,558
499
2.00
230
NC0001210 Monarch Hosiery Mills Inc
Monarch Hosiery Mills Incorporated
0.050
58%
49%
1,826
12.00
1,059
304
2.00
149
NCG022675 Country Club Communities LLC
Birmingham Place
0.043
55%
520/6
1,571
12.00
864
262
2.00
136
NCO042285 Trails Property Owners Assoc
Trails WWTP
0.040
84%
76%
1,461
12.00
1,227
244
2.00
185
N00046043 Oak Ridge Military Academy
Oak Ridge Military Academy
0.040
46%
41%
1,461
12.00
672
244
2.00
100
NCO077968 Homers Mobile Home Park
Hornets Mobile Home Park
0.040
58%
49 %
1,461
12.00
847
244
2.00
119
NCO042528 B Everett Jordan & Son-1927 LLC
B Everett Jordan 1927 LLC
0.036
84%
76%
1,315
12.00
1,105
219
2.00
167
NCO038156 Guilford County Schools
Northeast Middle & Senior High WWTP
0.032
52%
46%
1,169
12.D0
608
195
2.00
90
NCDO73571 Mervyn R. IOng
Countryside Martyr WWTP
0.03
42%
38%
1,096
12.00
460
183
2.00
69
NCO029726 NC Department of Correction
Guilford Correctional Center W WTP
0.025
36%
34 %
913
12.00
329
152
2.00
52
NC0001384 Burlington Industries, Inc
Williamsburg plant
0.025
48%
47%
913
12.00
438
152
2.00
72
N00035866 County of Chatham
Bynum WWTP
0.025
84%
76%
913
12.00
767
152
2.00
116
NCO065412 REA Enterprises, LLC
Pleasant Ridge WWTP
0.0235
51%
45%
858
12.00
438
143
2.00
64
NCOD46809 Pentecostal Holiness Church
Pentecostal Holiness Church
0.020
46%
41
731
12.00
336
122
2.00
50
NCOD60259 Willow Oak Mobile Home Park
Willow Oak Mobile Home Park
0.0175
51%
45%
639
12.00
326
107
2.00
48
NCO031607 Alamance-Burlington School System
Western Alamance Middle School
0.015
64%
58%
548
12.00
351
91
2.00
53
NCO046019 Episcopal Docese of North Carolina
The Summit WWTP
0-015
46%
41 %
548
12.00
252
91
2.00
37
NCO045161 Alamance-Burlington School System
Altamahaw/Ossipee Elementary School
0.012
58%
49%
438
12.00
254
73
2.00
36
NCO045144 Alamance-Burlington School System
Western Alamance High School
0.0115
64%
580k
420
12.00
269
70
2.00
4
NCO038172 Guilford County Schools
McLeansville Middle School WWTP
0.0113
36 %
34-A
413
12.00
149
69
2.00
2
NCO022098 Cedar Valley Communities LLC
Cedar Valley WWTP
0.010
55%
52^
365
12.00
201
61
2.00
32
NCO045152 Alamance-Burlington School System
Jordan Elementary School
0.0075
84%
76
274
12.00
230
46
2.00
35
NCO055271 Shields Mobile Home Park
Shields Mobile Home Park
0.006
64%
58%
219
12.00
140
37
2.00
21
NCO048241 Staley Hosiery Mills
Staley Hosiery Mills
0.005
74%
65°/
183
12.00
135
30
2.00
20
NCD038164 Guilford County Schools
Nathanael Greene Elementary School W WTP
0,0045
75%
66Wu
164
12.00
123
27
2.00
IB
NCO036994 Rockingham County Board of Education
Monroeton Elementary Schcol
0.0042
42%
380/
153
12.00
64
26
2.00
10
NCOG66010 Rockingham County Board of Education
Williamsburg Elementary School
0.004
51%
45
146
12.00
75
24
2.00
11
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i
ROM t R
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
September 16, 2009
Mr. William Terry, Town Manager
Town of Pittsboro
Post Office Box 759
Pittsboro, North Carolina 27312
SUBJECT: Town of Pittsboro
WWTP Wet Weather Flow Improvements
Approval of Addenda Nos. 1 Through 2
Project No. 2W370413-04
Dear Mr. Terry:
Reference is made to Addenda Nos. 1 through 2, received September 11, 2009, from the
engineer for revisions to the subject project.
The proposed addenda, as described in the attachments, have been reviewed by this
office, and are hereby approved, and eligible for funding in accordance with the loan offer and
conditions thereof.
The approval of these addenda does not constitute any change in the amount of your loan
for this project.
It is the responsibility of the recipient and the consulting engineer to insure that the
project plan documents are in compliance with Amended N.C.G.S. 133-3 (ratified July 13,
1993). The administrative review and approval of addenda do not imply approval of a restrictive
specification for bidding purposes; nor is it an authorization for noncompetitive procurement
actions.
Adequate time must be allowed for the potential bidders and this office to receive and act
on addenda prior to the receipt of bids for subject project.
A copy of the approved addenda is attached for your files, and one (1) copy retained for
our files.
1633 Mail Service Center, Raleigh, Norm Carolina 27699-1633
Location: 2728 CapAal Blvd. Raleigh, Norm Carolina 27604
Phone: 919-733-M \ FAX: [phone] Customer Service: 1-877-623-6748
Internet: w .ncwaterquality.org
An Equal Opponunq 1 Affirmative Anon Employer
One
No Carolina
Naturally

It
Mr. William Terry, Town Manager
Page 2
September 16, 2009
Should you have any questions regarding this matter, please do not hesitate to contact
Steve Tsadwa, E.I. at [phone].
Sincerely,
Seth Robertson, P.E., Supervisor
Design Management Unit
Construction Grants & Loans Section
st/sr
Attachment
cc: John Eick, P.E., Stearns & Wheler, PLLC, 3128 Highwood Blvd, Suite 140,
Raleigh, North Carolina 27604
DWQ Raleigh Regional Office (NC Permit #0020354)
Mark Hubbard, P.E.
Steve Tsadwa, E.I.
ARRA File (2W370413-04)

BIDDING AND CONTRACT DOCUMENTS
TOWN OF PITTSBORO, NORTH CAROLINA
WET WEATHER FLOW IMPROVEMENTS PROJECT
PITTSBORO WASTEWATER TREATMENT PLANT
+*R*trt##*iiR*tYi#Rkrtrt+#t#krt4Yk+Y###Ytk#YYYY+#*Y+R+i Rrtrt+RYi##R*Y###Y##*##*+i Yti
ADDENDUM NO. 1
ISSUE DATE: August 19, 2009
ee
Bidders on this Wet Weather Flow Improvements Project for the Pittsboro Wastewater Treatment Plant
are hereby notified that this Addendum shall be attached to and made a part of the above named
Bidding and Contract Documents dated August 2009.
The following items add to, modify, and clarify the Bidding and Contract Documents and shall have the
full force and effect of the original Documents. Bids shall conform to those items and the cost change, if
any, of these items shall be included in this Bid Price. This Addendum shall be acknowledged by the
Bidder on Page 00300-2 of the Bid Proposal.
0=1fiTTA k
NORTH CAROi_IN4ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
CATE
Wet Weather Flow Improvements Project Al - 1 Addendum No. 1
Pittsboro Wastewater Treatment Plant August 19, 2009

CHANGES TO THE CONTRACT SPECIFICATIONS
Section 00100: Instructions to Bidders
Article 20 — Evaluation of Bids and Award of Contract: Delete Paragraph 20.07 in its entirety.
Replace with:
"If the contract is to be awarded, Owner will give successful Bidder a Notice of Award within sixty
(60) days after the bid opening."
Section 00500: Agreement
1. Article 6 — Payment Procedures: Delete Paragraph 6.02.0 in its entirety. Replace with:
"C. Prior to Substantial Completion, Owner will retain from progress payments the aggregate of
payments previously made and less such amounts as Engineer shall determine or Owner may
withhold in accordance with Paragraph 14.02.8.5 of the General Conditions, an amount equal to
the following percentages:
1. Until work is 50 percent completed, retainage will be 5 percent of Work completed.
If the Work is 50 percent completed as determined by Engineer, and upon receipt of written
acceptance by the Contractor's surety, there will be no additional retainage held on account
of Work Completed. This will continue as long as the character and progress of the Work
remain satisfactory. If at any time the Owner, upon recommendation of the Engineer,
determines the character and progress of the Work to be unsatisfactory, Owner may
reinstate retainage for each subsequent periodic payment up to the maximum of 5 percent
of the Work completed.
3. The Work shall be deemed 50 percent complete when the value of the Work as evidenced
by the Contractor's project invoices, excluding the value of materials stored off -site, equals
or exceeds 50 percent of the value of the contract. The value of materials stored on -site
shall not exceed 20 percent of the Contractor's project invoices for the purpose of
determining whether the Work is 50 percent complete.
4. Retainage will be 5 percent of the value of materials and equipment that are not
incorporated in the Work but are delivered, suitably stored, and accompanied by
documentation satisfactory to Owner as provided in Paragraph 14.02.A.1 of the General
Conditions. Stored materials and equipment retainage will be released when the materials
and equipment are incorporated in the Work.
5. Upon Substantial Completion, Owner may release a portion of the retainage to Contractor,
retaining at all times an amount sufficient to cover the cost of the Work remaining to be
completed."
2. Article 9 — Contract Documents: Paragraph 0.01.A.g.d.; Replace "DB-1 to DB-_" with "DB-1 and
attachments thereto".
Wet Weather Flow Improvements Project Al - 2 Addendum No. 1
Pittsboro Wastewater Treatment Plant August 19, 2009

CHANGES TO THE DRAWINGS
1. Drawing C-01, Note 17: ADD to the end of the note:
"The depth of the septage screening channel is estimated to be approximately 7 feet as measured
from the top of the concrete to the channel floor."
ADDITIONAL INFORMATION (NOT PART OF CONTRACT DOCUMENTS)
Prebid Meeting
The Prebid Meeting was held August 18, 2009. Minutes from this meeting are attached to this
Addendum No. 1. The sign -in sheet is also attached to this Addendum No. 1.
2. Specific questions asked during the prebid meeting and responses:
a. Question: Will the Contractor be allowed to trim trees around the site to provide access for
equipment?
Response: Trimming of trees will be allowed as long as the tree is on the plant site or a public
right-of-way. The Contractor will need to request permission from the Owner before trimming
any trees.
b. Question: Would the Town consider moving the bid date to the week following September 3rd7
Response: The Town has considered this request. The bid opening date of September 3, 2009
will not be changed.
tY#kk#k#{it##i#######Yt{#t#i##i{ii#t#itiikiit YYtt Y#itt#i#t#t####t########Yttk rti#trtk t#
END OF ADDENDUM NO. 1
Wet Weather Flow Improvements Project Al - 3 Addendum No. 1
Pittsboro Wastewater Treatment Plant August 19, 2009

BIDDING AND CONTRACT DOCUMENTS
TOWN OF PITTSBORO, NORTH CAROLINA
WET WEATHER FLOW IMPROVEMENTS PROJECT
PITTSBORO WASTEWATER TREATMENT PLANT
########rt##kk#tY#k##YY#rt###rtrtYk##M####t###4#y}4#tf#######f}}}##}Y##k##}##}###rt
ADDENDUM NO. 2
ISSUE DATE: August 25, 2009
Bidders on this Wet Weather Flow Improvements Project for the Pittsboro Wastewater Treatment Plant
are hereby notified that this Addendum shall be attached to and made a part of the above named
Bidding and Contract Documents dated August 2009.
The following items add to, modify, and clarify the Bidding and Contract Documents and shall have the
full force and effect of the original Documents. Bids shall conform to those items and the cost change, if
any, of these items shall be included in this Bid Price. This Addendum shall be acknowledged by the
Bidder on Page 00300-2 of the Bid Proposal.
Wet Weather Flow Improvements Project Al - 1 Addendum No. 2
Pittsboro Wastewater Treatment Plant August 25, 2009

CHANGES TO THE CONTRACT SPECIFICATIONS
Table of Contents
1. Page TOC-4: Under Division 16 -Add the following to the bottom of the list:
"16992 Flow Equalization Meter Vault Control Panel"
Advertisement for Bids
The bid opening time has changed from 2:00 p.m. to 10:00 a.m.
The bid opening date remains the same. Modify the documents as follows: First paragraph, fifth line.
Replace "until 2:00 p.m. Eastern Standard Time on September 3, 2009." with "until 10:00 a.m.
Eastern Standard Time on September 3, 2009."
Section 00500: Agreement
2. Article 9—Contract Documents: Revise Paragraph 9.01.A.5.b to include "pages SRF-1 to SRF-25".
Section SRF: SRF Special Conditions
1. The Bidder is advised that quarterly reporting of Jobs Created and Jobs Retained as a result of this
project will be required. Add the attached page SRF-25 to the end of this section.
Specification Section 01500
1. Section 1.10: Delete in its entirety and replace with "Not Used". The Contractor will not have to
provide a cell phone for the Engineer's Project Representative.
Specification Section 11390
2. Section 1.07.A: Delete spare parts, items 1 through 10, and Replace with the following spare parts
list:
"1. Eight lamps
2. Eight sleeves
3. Eight o-rings
4. Two face shields, able to block UV light wavelengths between 200 and 400 nm.
5. Five gallons of cleaning solution for UV systems equipped with mechanical/chemical systems.
6. Eight wiper seals"
2. Section 2.02.B.B: Revise 4tb sentence to read as follows, "Ramp height and weir height shall be in
accordance with manufacturer's recommendations".
3. Section 2.04.A.3: Add the following sentence at the end of the paragraph, "An automatic calibration
sequence is not required, if a mechanical and chemical cleaning system is furnished."
Wet Weather Flow Improvements Project Al - 2 Addendum No. 2
Pittsboro Wastewater Treatment Plant August 25, 2009

4. Section 2.04.C.1.a: Add the following sentence at the end of the paragraph, "If an electrode type low
level sensor is provided an ultrasonic level sensor is not required."
5. Section 2.04.1) through E: Delete these subsections in there entirety and Replace with the following:
"D. System Controller —General
The equipment manufacturer/supplier shall provide a microprocessor -based control
panel/system controller (system controller). The system controller shall be microprocessor
based, designed to provide high reliability and factory programmed with logic functions to
match the process and mechanical operation requirements of the specified system. The
system controller will allow the system to operate the equipment without excessive process
changes or excessive switching. The supplier shall assume single source responsibility for the
system and shall provide the specified system controller in one of the UV bank power
distribution centers (PDC) and will receive power through the UV bank PDC. The system
controller shall be located in one of the PDCs as shown on the plans. Additionally,
programming shall include delays as necessary on startup of the unit. The system controller
shall be designed with human machine interface (HMI) graphical interface to allow operator
modifications of specific set points and timing functions.
2. The system controller shall utilize a microprocessor based controller with Modbus Ethernet
capabilities and as specified herein to communicate with other PLCs (where required). The
system controller shall have the resident algorithms to allow full operation of the specified
equipment.
The microprocessor -based control panel shall control the system from a series of virtual
pushbuttons displayed on an HMI. Operator interaction shall be through virtual selector
switches, pushbuttons, indicator lights and displayed on color graphic screens, unless
otherwise noted.
The HMI shall incorporate virtual status light indicators for the systems, which will show
pertinent system information, such as, but not limited to, On or Off, Local or Remote mode,
Manual or Automatic control, speed and the like. The HMI shall also display alarms
indicating system equipment malfunctions and other operational anomalies that will affect
the performance of the specified equipment and appurtenances. Some alarms shall be
manually reset via the HMI
3. The system controller shall store all data within its own memory completely configured and
ready to be remotely accessed by the Owner. The system controller shall convert all data to
appropriate engineering units and store values in appropriate registers. Equipment runtime,
equipment status, monitoring and control shall be maintained through the system
controller.
a. All inputs and outputs shall be available in the registers in the system controller.
b. Runtime Totalization — provide runtimes in registers for UV banks. Runtimes shall be
configured in hours and reset only by plant personnel through the system controller.
Wet Weather Flow Improvements Project Al - 3 Addendum No. 2
Pittsboro Wastewater Treatment Plant August 25, 2009

c. Equipment naming conventions and signal addresses shall be consistent throughout the
system
4. The system control panel shall incorporate the following features:
a. All 1/0 shall be wired to terminal strips. Where relays, intrinsically safe barriers and/or
surge protection for 1/0 are required, wiring shall be from the 1/0 module to the relay,
barrier, or surge protector to the terminal strip
S. The HMI shall be mounted on one of the PDC enclosures and oriented for ease of
monitoring and control by the operators. Provide sufficient memory for a minimum of 30
screens. As a minimum, the following screens shall be provided:
a. Overview screen showing operational status of the UV system
b. Alarm screen
c. Setpoint screen
d. Any other screens as required by the manufacturer.
6. The control panel will be located as shown on the Drawings. The panel will meet the NEMA
rating for installation in the area as shown.
E. Controls Description
1. System Control Center (SCC)
a. The SCC shall be microprocessor based and shall provide all monitoring and control of
the UV disinfection system. The SCC shall be a QSI microprocessor with Ethernet adapter
operating at 10 MB or approved equal. Provide a color touch -screen integral to the SCC
to facilitate all monitoring and control functions, including set point changes, alarm
logging and acknowledgement, or approved equal. The HMI shall connect to the plant
SCADA system via category 6e Ethernet cable as shown on the electrical drawings.
Hardwired panel devices and meters shall not be permitted. The SCC shall monitor and
control all UV banks in proportion to the 4-20mA plant flow signal. The SCC/HMI shall be
able to display the following:
1) Plant effluent flow signal shall be derived from the existing PLC located in the
Administration Building via a 4-20mA signal to the SCC.
2) Individual bank status, including:
a) Run
b) Fail.
c) Intensity.
3) Wiper status and control.
Wet Weather Flow Improvements Project Al - 4 Addendum No. 2
Pittslwro Wastewater Treatment Plant August 25, 2009

b. The HMI shall provide virtual Hand -Off -Auto selector controls and indicate UV intensity
and individual lamp status for each bank. The HMI shall also provide alarm messages.
c. The microprocessor based controller and HMI shall be housed within one of the PDC
enclosures.
2. Alarms shall include:
a. UV Intensity Alarm —this alarm setpoint shall be field adjustable
b. Low Water Level Alarm —this alarm shall provide automatic lamp extinguish on low
water surface elevation in the respective channel. System restart after low water alarm
shall be automatic.
c. Power On Reset Alarm —This alarm shall indicate that the system controller has
experienced a loss of power and will appear once the power has been restored.
d. Low UV Dose Alarm —This alarm shall indicate that the design dose is not being
delivered
e. Individual Lamp Failure Alarm —This alarm shall indicate individual lamp failure. Failed
lamps shall be indicated by specific address.
3. Alarms shall Identify the affected lamps by an address system. The address shall specify the
bank and module. Lamp failures shall be graphically displayed on the bank status screen.
4. An alarm history register shall be provided to record the 70 most recent alarm conditions,
recorded by alarm type, date and time of occurrence. The alarms shall be displayed when
prompted.
S. Elapsed time of each bank shall be recorded and displayed on the display screen when
prompted."
5. Section 2.04.F: Revise the first to sentences of the paragraph to read, "Dose Pacing —The system
shall be dose paced based on a 4-20 mA flow signal and a manually entered UV transmittance value.
These inputs shall be utilized by the SCC QSI Microprocessor to determine the power output
requirements to meet UV dose output, as per specification 11390 (1.03.E), thereby optimizing the
system and conserving power."
6. Section 2.04.G.4.9: Add the follow sentence at the end of the paragraph, "Manual only lead/lag
rotation at the HMI is acceptable."
7. Section 3.04.C: Revise sentence to read, "Installation Days— Manufacturers representative shall be
at the project site for a minimum of one day to verify the proper installation of the equipment
specified herein".
8. Section 3.O4.D: Revise the number of days from five to three.
Wet Weather Flow Improvements Project Al - 5 Addendum No. 2
Pittsboro Wastewater Treatment Plant August 25, 2009

9. Section 3.04.E: Revise the number of days from two to one.
10. Delete section 3.05.A. in its entirety.
Specification Section 16055
1. Section 3.02.G.18—Sump pump receptacles in hand holes is not applicable for this project.
Specification Section 16991
1. Section 2.02.A: Revise overall RAS Pump Station enclosure rating from NEMA 4X to NEMA 3R. Refer
to Contract drawings.
2. Section 2.02.A: Elapsed time meters are not applicable for this project.
Specification Section 16992
1. Add the attached Specification Section 16992 —Flow Equalization Meter Vault Control Panel to the
Contract Documents.
CHANGES TO THE DRAWINGS
1. Drawing C-02, Yard Piping Plan: The electrical underground conduit which is shown going through
the area where the equalization basin is located is scheduled to be relocated under a separate
contract which precedes this project. Therefore, the electrical underground conduit which is shown
on the drawing will not have to be relocated under this contract.
2. Drawing M-03, Section 3: Revise the invert elevation for the 10 inch DIP, Pipe No. 4 from invert
elevation 337.58 to invert elevation 329.70.
3. Drawing M-08, Section 1: Revise the weir elevation from 341.00 to 340.59,
4. Drawing E-03: The power distribution enclosure shall be NEMA 311 rated.
S. Drawing E-05, Flow Equalization Tank Meter Vault —Conduit Riser Diagram: Control panel will not be
by vendor as indicted. Refer to attached specification 16992 for requirements of this panel.
6. Drawing E-05, Flow Equalization Tank Meter Vault— Power & Control Plan: Misplaced leader callout
for the Hazardous Location envelope. The Hazardous Location envelope shall be designated by the
dark dashed line extending 3' from the vault access hatch.
ADDITIONAL INFORMATION (NOT PART OF CONTRACT DOCUMENTS)
Questions Received That Do Not Require Modifications to the Contract
1. Section 00300, page 33; Does this form have to be filled out for every minority subcontractor?
Wet Weather Flow Improvements Project Al - 6 Addendum No. 2
Piltsboro Wastewater Treatment Plant August 25, 2009

Response: Yes. The form needs to be filled out for every minority Subcontractor the Prime
Contractor intends to use. Whether it is done by the Prime Contractor or Subcontractor, the
information needs to be provided to the State.
3. Section 00300, page 35; Do we repeat the information from the performance form (page 33) on this
page?
Response: Yes, for the minority contractors you intend to use.
4. Section 00300, page 41; Affidavit E, documentation for contract payments; Does this need to be
included with the bid?
Response: As it is included with the bid forms, it will need to be submitted with the bids. Please fill it
out preliminarily with the Contractor's name and address and the project name. No other
Information is needed.
5. If the gates are locked at 5:00 p.m., when are they opened in the morning? Will the general
contractor be confined to these work hours?
Response: The gates open at 7:00 a.m, and will be kept open until 5:00 p.m, for the duration of the
project. The contractor will be confined to these work hours.
6. Section SRF, DBE (MBE/WBE) REQUIREMENTS; The Bidder is advised that the Apparent Low Bidder
will need to provide documentation of the Good Faith Efforts performed to obtain DBE
subcontractors. The Bidder's attention is directed to page SRF-14 for the bulleted list of items that
may be required to demonstrate the efforts reported in Affidavit A located in Section 00300. The
bidder is advised to maintain a telephone log, copies of letters, copies of quotes from low bidders
and non -low bidders, and other documentation that supports the reported Good Faith Effort.
Specification 16055.302.G.19 indicates that the instrumentation circuits (4-20 ma) are to be
separated for the power and 120V control circuits. Note No. 3 on drawing E-02 states that the
instrumentation and control circuits are to be isolated from the power circuits. Which is correct?
Response: Instrumentation circuits shall be kept separate from 240/120VAC power and/or control
circuits.
8. Specification 16O55.3.02.G.19 indicates that the below grade instrumentation circuits (4-20ma) shall
be installed in PVC coated GRC. Is this requirement for the 120V control circuits also?
Response: PVC coated steel conduit is not required for 120VAC control/power circuits. Additional
raceway applications are described in specification section 16055.
9. Specification 16O55.1.04.A.7 states that the Contractor shall have an Owner approved inspecting
agency inspect the electrical installation. Is this a reference to the local electrical inspector or a third
party inspecting agency?
Response: This is the local electrical inspector.
Wet Weather Flow Improvements Project Al - 7 Addendum No. 2
Pittsboro Wastewater Treatment Plant August 25, 2009

10. Would Megalugs as manufactured by EBAA iron be suitable as a restraint system for mechanical
joint fittings?
Response: Yes.
11. Are Field-Lok gaskets manufactured by US Pipe suitable as a restraint for pipe joints 24 inches and
smaller?
Response: Yes.
##t##t#tttt######t#######ttttt##tt###################################################
END OF ADDENDUM NO. 2
Wet Weather Flow Improvements Project Al - 8 Addendum No. 2
Pittsboro Wastewater Treatment Plant August 25, 2009

BIDDING AND CONTRACT DOCUMENTS NF®
TOWN OF PITTSBORO, NORTH CAROLINA 2W9
WET WEATHER FLOW IMPROVEMENTS PROJECT
PITTSBOROWASTEWATER TREATMENT PLANT LOhNSEC110l1
************************x**x*x*x**xxx***x**x**xx*x*x***xx**xxx***xxxxx*xxx****
ADDENDUM NO.2
ISSUE DATE: August 25, 2009
xxxxxxxx*x*xxxxx*x*x*xxxxxx*xx**xxxx*xx***xxx*xxx*xx*xxxxxx**xx*x*xxxxxxxxxx*x
Bidders on this Wet Weather Flow Improvements Project for the Pittsboro Wastewater Treatment Plant
are hereby notified that this Addendum shall be attached to and made a part of the above named
Bidding and Contract Documents dated August 2009.
The following items add to, modify, and clarify the Bidding and Contract Documents and shall have the
full force and effect of the original Documents. Bids shall conform to those items and the cost change, if
any, of these items shall be included in this Bid Price. This Addendum shall be acknowledged by the
Bidder on Page 00300-2 of the Bid Proposal.
APPROVED
NORTH CAROLIN 4 ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION WATER QUAUTy
9 /b o ,
t,
Wet Weather Flow Improvements Project Al -1 Addendum No. 2
Pittsboro Wastewater Treatment Plant August 25, 2009

CHANGES TO THE CONTRACT SPECIFICATIONS
Table of Contents
wG 20 "�19
1. Page TOC-4: Under Division 16 -Add the following to the bottom of the list: (�q
"16992 Flow Equalization Meter Vault Control Panel" ` o-7- ��„'
Advertisement for Bids
i. The bid opening time has changed from 2:00 p.m. to 10:00 a.m.
The bid opening date remains the same. Modify the documents as follows: First paragraph, fifth line.
Replace "until 2:00 p.m. Eastern Standard Time on September 3, 2009." with "until 10:00 a.m.
Eastern Standard Time on September 3, 2009."
Section 00500: Agreement
2, Article 9 — Contract Documents: Revise Paragraph 9.01.A.S.b to include "pages SRF-1 to SRF-25".
Section SRF: SRF Special Conditions
1. The Bidder is advised that quarterly reporting of Jobs Created and Jobs Retained as a result of this
project will be required. Add the attached page SRF-25 to the end of this section.
Specification Section 01500
1. Section 1.10: Delete in its entirety and replace with "Not Used". The Contractor will not have to
provide a cell phone for the Engineer's Project Representative.
Specification Section 11390
2. Section 1.07.A: Delete spare parts, items 1 through 10, and Replace with the following spare parts
list:
"1. Eight lamps
2. Eight sleeves
3. Eight o-rings
4. Two face shields, able to block UV light wavelengths between 200 and 400 nm.
5. Five gallons of cleaning solution for UV systems equipped with mechanical/chemical systems.
6. Eight wiper seals"
2. Section 2.02.B.8: Revise 4`" sentence to read as follows, "Ramp height and weir height shall be in
accordance with manufacturer's recommendations".
3. Section 2.04.A.3: Add the following sentence at the end of the paragraph, "An automatic calibration
sequence is not required, if a mechanical and chemical cleaning system is furnished."
Wet Weather Flow Improvements Project Al - 2 Addendum No. 2
Pittsboro Wastewater Treatment Plant August 25, 2009

4. Section 2.04.C.1.a: Add the following sentence at the end of the paragraph, "If an electrode type low
level sensor is provided an ultrasonic level sensor is not required."
5. Section 2.04.1) through E: Delete these subsections in there entirety and Replace with the following:
"D. System Controller —General
1. The equipment manufacturer/supplier shall provide a microprocessor -based control
panel/system controller (system controller). The system controller shall be microprocessor
based, designed to provide high reliability and factory programmed with logic functions to
match the process and mechanical operation requirements of the specified system. The
system controller will allow the system to operate the equipment without excessive process
changes or excessive switching. The supplier shall assume single source responsibility for the
system and shall provide the specified system controller in one of the UV bank power
distribution centers (PDC) and will receive power through the UV bank PDC. The system
controller shall be located in one of the PDCs as shown on the plans. Additionally,
programming shall include delays as necessary on startup of the unit. The system controller
shall be designed with human machine interface (HMI) graphical interface to allow operator
modifications of specific set points and timing functions.
2. The system controller shall utilize a microprocessor based controller with Modbus Ethernet
capabilities and as specified herein to communicate with other PLCs (where required). The
system controller shall have the resident algorithms to allow full operation of the specified
equipment.
The microprocessor -based control panel shall control the system from a series of virtual
pushbuttons displayed on an HMI. Operator interaction shall be through virtual selector
switches, pushbuttons, indicator lights and displayed on color graphic screens, unless
otherwise noted.
The HMI shall incorporate virtual status light indicators for the systems, which will show
pertinent system information, such as, but not limited to, On or Off, Local or Remote mode,
Manual or Automatic control, speed and the like. The HMI shall also display alarms
indicating system equipment malfunctions and other operational anomalies that will affect
the performance of the specified equipment and appurtenances. Some alarms shall be
manually reset via the HMI
3. The system controller shall store all data within its own memory completely configured and
ready to be remotely accessed by the Owner. The system controller shall convert all data to
appropriate engineering units and store values in appropriate registers. Equipment runtime,
equipment status, monitoring and control shall be maintained through the system
controller.
a. All inputs and outputs shall be available in the registers in the system controller.
b. Runtime Totalization — provide runtimes in registers for UV banks. Runtimes shall be
configured in hours and reset only by plant personnel through the system controller.
Wet Weather Flow Improvements Project Al - 3 Addendum No. 2
Pittsboro Wastewater Treatment Plant August 25, 2009

c. Equipment naming conventions and signal addresses shall be consistent throughout the
system
4. The system control panel shall incorporate the following features:
a. All 1/0 shall be wired to terminal strips. Where relays, intrinsically safe barriers and/or
surge protection for 1/0 are required, wiring shall be from the 1/0 module to the relay,
barrier, or surge protector to the terminal strip
5. The HMI shall be mounted on one of the PDC enclosures and oriented for ease of
monitoring and control by the operators. Provide sufficient memory for a minimum of 10
screens. As a minimum, the following screens shall be provided:
a. Overview screen showing operational status of the UV system
b. Alarm screen
c. Setpoint screen
d. Any other screens as required by the manufacturer.
6. The control panel will be located as shown on the Drawings. The panel will meet the NEMA
rating for installation in the area as shown.
E. Controls Description
1. System Control Center (SCC)
a. The SCC shall be microprocessor based and shall provide all monitoring and control of
the UV disinfection system. The SCC shall be a QSI microprocessor with Ethernet adapter
operating at 10 MB or approved equal. Provide a color touch -screen integral to the SCC
to facilitate all monitoring and control functions, including set point changes, alarm
logging and acknowledgement, or approved equal. The HMI shall connect to the plant
SCADA system via category 6e Ethernet cable as shown on the electrical drawings.
Hardwired panel devices and meters shall not be permitted. The SCC shall monitor and
control all UV banks in proportion to the 4-2OmA plant flow signal. The SCC/HMI shall be
able to display the following:
1) Plant effluent flow signal shall be derived from the existing PLC located in the
Administration Building via a 4-20mA signal to the SCC.
2) Individual bank status, including:
a) Run
b) Fail.
c) Intensity.
3) Wiper status and control.
Wet Weather Flow Improvements Project Al - 4 Addendum No. 2
Pittsboro Wastewater Treatment Plant August 25, 2009

b. The HMI shall provide virtual Hand -Off -Auto selector controls and indicate UV intensity
and individual lamp status for each bank. The HMI shall also provide alarm messages.
c. The microprocessor based controller and HMI shall be housed within one of the PDC
enclosures.
2. Alarms shall include:
a. UV Intensity Alarm —this alarm setpoint shall be field adjustable
b. Low Water Level Alarm —this alarm shall provide automatic lamp extinguish on low
water surface elevation in the respective channel. System restart after low water alarm
shall be automatic.
c. Power On Reset Alarm —This alarm shall indicate that the system controller has
experienced a loss of power and will appear once the power has been restored.
d. Low UV Dose Alarm —This alarm shall indicate that the design dose is not being
delivered
e. Individual Lamp Failure Alarm —This alarm shall indicate individual lamp failure. Failed
lamps shall be indicated by specific address.
3. Alarms shall identify the affected lamps by an address system. The address shall specify the
bank and module. Lamp failures shall be graphically displayed on the bank status screen.
4. An alarm history register shall be provided to record the 70 most recent alarm conditions,
recorded by alarm type, date and time of occurrence. The alarms shall be displayed when
prompted.
S. Elapsed time of each bank shall be recorded and displayed on the display screen when
prompted."
5. Section 2.04.F: Revise the first to sentences of the paragraph to read, "Dose Pacing — The system
shall be dose paced based on a 4-20 mA flow signal and a manually entered UV transmittance value.
These inputs shall be utilized by the SCC QSI Microprocessor to determine the power output
requirements to meet UV dose output, as per specification 11390 (1.03.E), thereby optimizing the
system and conserving power."
6. Section 2.04.G.4.g: Add the follow sentence at the end of the paragraph, "Manual only lead/lag
rotation at the HMI is acceptable."
7. Section 3.04.C: Revise sentence to read, "Installation Days— Manufacturer's representative shall be
at the project site for a minimum of one day to verify the proper installation of the equipment
specified herein".
8. Section 3.04.D: Revise the number of days from five to three.
Wet Weather Flow Improvements Project Al - 5 Addendum No. 2
Pittsboro Wastewater Treatment Plant August 25, 2009

9. Section 3.04.E: Revise the number of days from two to one.
10. Delete section 3.05.A. in its entirety.
Specification Section 16055
1. Section 3.02.G.18 —Sump pump receptacles in hand holes is not applicable for this project.
Specification Section 16991
1. Section 2.02.A: Revise overall RAS Pump Station enclosure rating from NEMA U to NEMA 3R. Refer
to Contract drawings.
2. Section 2.02.A: Elapsed time meters are not applicable for this project.
Specification Section 16992
1. Add the attached Specification Section 16992 —Flow Equalization Meter Vault Control Panel to the
Contract Documents.
CHANGES TO THE DRAWINGS
1. Drawing C-02, Yard Piping Plan: The electrical underground conduit which is shown going through
the area where the equalization basin is located is scheduled to be relocated under a separate
contract which precedes this project. Therefore, the electrical underground conduit which is shown
on the drawing will not have to be relocated under this contract.
2. Drawing M-03, Section 3: Revise the invert elevation for the 10 inch DIP, Pipe No. 4 from invert
elevation 337.58 to invert elevation 329.70.
3. Drawing M-08, Section 1: Revise the weir elevation from 341.00 to 340.59.
4. Drawing E-03: The power distribution enclosure shall be NEMA 311 rated.
5. Drawing E-05, Flow Equalization Tank Meter Vault —Conduit Riser Diagram: Control panel will not be
by vendor as indicted. Refer to attached specification 16992 for requirements of this panel.
6. Drawing E-05, Flow Equalization Tank Meter Vault — Power & Control Plan: Misplaced leader callout
for the Hazardous Location envelope. The Hazardous Location envelope shall be designated by the
dark dashed line extending 3' from the vault access hatch.
ADDITIONAL INFORMATION (NOT PART OF CONTRACT DOCUMENTS)
Questions Received That Do Not Require Modifications to the Contract
1. Section 00300, page 33; Does this form have to be filled out for every minority subcontractor?
Wet Weather Flow Improvements Project Al - 6 Addendum No. 2
Pittsboro Wastewater Treatment Plant August 25, 2009

Response: Yes. The form needs to be filled out for every minority Subcontractor the Prime
Contractor intends to use. Whether it is done by the Prime Contractor or Subcontractor, the
information needs to be provided to the State.
3. Section 00300, page 35; Do we repeat the information from the performance form (page 33) on this
page?
Response: Yes, for the minority contractors you intend to use.
4. Section 00300, page 41; Affidavit E, documentation for contract payments; Does this need to be
included with the bid?
Response: As it is included with the bid forms, it will need to be submitted with the bids. Please fill it
out preliminarily with the Contractor's name and address and the project name. No other
information is needed.
5. If the gates are locked at 5:00 p.m., when are they opened in the morning? Will the general
contractor be confined to these work hours?
Response: The gates open at 7:00 a.m. and will be kept open until 5:00 p.m. for the duration of the
project. The contractor will be confined to these work hours.
6. Section SRF, DBE (MBE/WBE) REQUIREMENTS; The Bidder is advised that the Apparent Low Bidder
will need to provide documentation of the Good Faith Efforts performed to obtain DBE
subcontractors. The Bidder's attention is directed to page SRF-14 for the bulleted list of items that
may be required to demonstrate the efforts reported in Affidavit A located in Section 00300. The
bidder is advised to maintain a telephone log, copies of letters, copies of quotes from low bidders
and non -low bidders, and other documentation that supports the reported Good Faith Effort.
Specification 16055302.G.19 indicates that the instrumentation circuits (4-20 ma) are to be
separated for the power and 120V control circuits. Note No. 3 on drawing E-02 states that the
instrumentation and control circuits are to be isolated from the power circuits. Which is correct?
Response: Instrumentation circuits shall be kept separate from 240/120VAC power and/or control
circuits.
8. Specification 16055.3.02.G.19 indicates that the below grade instrumentation circuits (4-20ma) shall
be installed in PVC coated GRC. Is this requirement for the 120V control circuits also?
Response: PVC coated steel conduit is not required for 120VAC control/power circuits. Additional
raceway applications are described in specification section 16055.
9. Specification 16055.1.04.A.7 states that the Contractor shall have an Owner approved inspecting
agency inspect the electrical installation. Is this a reference to the local electrical inspector or a third
party inspecting agency?
Response: This is the local electrical inspector.
Wet Weather Flow Improvements Project Al - 7 Addendum No. 2
Pittsboro Wastewater Treatment Plant August 25, 2009

10. Would Megalugs as manufactured by EBAA iron be suitable as a restraint system for mechanical
joint fittings?
Response: Yes.
11. Are Field-Lok gaskets manufactured by US Pipe suitable as a restraint for pipe joints 24 inches and
smaller?
Response: Yes.
END OF ADDENDUM NO. 2
Wet Weather Flow Improvements Project Al - 8 Addendum No. 2
Pittsboro Wastewater Treatment Plant August 25, 2009

SECTION 16992
FLOW EQUALIZATION METER VAULT CONTROL PANEL
PART 1 GENERAL
1.01 DESCRIPTION OF WORK
A.
A.
This Section includes requirements for the Flow��
Equalization Meter Vault Control Panel and related
instrumentation as shown on the Contract Drawings,
specified herein, and otherwise indicated or
referenced.
B. The Flow Equalization Meter Vault Control Panel shall
be a microprocessor based controller. The Control
Panel Supplier (CPS, refer to Section 16991) shall
design the Flow Equalization Meter Vault Control Panel
to provide the control features specified herein and as
shown on the Contract Drawings. The Flow Equalization
Meter Vault Control Panel shall include:
1. PID Process Automation Controller
2. Enclosure and Accessories
3. Pilot and Indicating Devices
4. Control and Timing Relays
5. Surge Protective Devices
6. Other Components as specified herein and required
to provide an operating system.
C. Equipment furnished under this Contract shall be
installed in an industrial type environment and powered
from an electrical source that may include harmonic
distortion, surges, sags, and other electrical noise
under normal operating conditions. The Contractor shall
verify that all equipment furnished shall function
correctly in an environment where electrical noises of
the types referenced are common during normal
operations. If the equipment is found to be unable to
operate in this environment, the Contractor shall
furnish additional and/or replacement equipment, surge
protection, power line conditioners, UPS, or other
equipment required to correct this problem at no
additional cost to the Owner.
1.02 REFERENCES
A. Material and installation shall be in accordance with
the latest revisions of the following:
NEC National Electric Code
81245.30 16992-1

1.03
NEMA
ICS 1
General Standards for Industrial Control Systems
NEMA
ICS 2
Standards for Industrial Control Devices,
Controllers and Assemblies
NEMA
ICS 6
Enclosures for Industrial Controls and Systems
NEMA
ST 1
Standard for Specialty Transformers (Except General
Purpose Type)
NFPA
79
Electrical Standard for Industrial Machinery (2002)
UL
Underwriters Laboratories, Inc.
QUALITY ASSURANCE
A. Qualifications of Manufacturer
1. All equipment furnished under this Section shall
be furnished by manufacturers who meet the
quality, workmanship, and experience requirements
as specified in the General Provisions Section of
this Contract.
1.04 SUBMITTALS
A. Submittals shall be in accordance with Sections 01300
and as described herein.
B. Prior to obtaining any material in connection with this
Section, detailed shop drawings on all material shall
be submitted. Submit shop drawings to NEMA ICS 1
indicating control panel layouts, wiring connections
and diagrams, dimensions, support points.
C. Submittals for equipment and materials shall be clearly
marked or noted with specific features, standard
options, and wiring diagrams to indicate compliance
with Contract Documents. Terminal board wiring
diagrams including terminal numbers and conductor color
codes shall be indicated.
D. Where deviations to Contract Documents are proposed,
submit a list of deviations. Provide a detailed
description and explanation for each deviation.
E. Shop drawings shall present complete and accurate
information relative to all working dimensions,
equipment weights, assembly, and section views, and all
necessary details pertaining to coordinating the work
of the Contract. Shop drawings shall contain
information such as special tools and other items of
information that are required to demonstrate detailed
compliance with the Contract Documents.
F. Submitted shop drawings shall include the following:
81245.30 16992-2

4 rr b
1. Submit product data for each component specified.
The submittal shall be included as part of the
system in which the component is specified.
2. Submittals shall contain the NEMA type designation
and manufacturer data describing the enclosures
and showing its compliance with specifications and
associated standards.
3. Control panel assembly drawings detailing panel
cut-out locations and sizes, back panel and device
layout and locations.
4. Provide electrical point to point wiring diagrams
showing detailed internal wiring and wiring to
field devices. Device tag numbers shall be
indicated where shown on the Contract Drawings.
5. Terminal blocks and wiring numbers shall be
identified on the wiring diagrams.
6. Bill of Materials for all equipment and
accessories.
7. Manufacturer's standard wiring diagrams including
all available terminal connections for each
component.
8. Project specific installation instructions and
mounting details for each component. Materials of
construction for supports, brackets, and mounting
hardware shall be provided with details for each
type of equipment mounting rack.
9. A list of nameplate titles shall be submitted.
G. Submit a detailed "sequence of operation" controls
narrative which completely describes the operation of
the control panel. Written narrative shall be provided
with sufficient detail to demonstrate complete
operation of all modes of the equipment. Controls
narrative shall be specific to this project. Generic
descriptions from catalog and/or 0&M data are not
acceptable. Controls narrative shall include the
following as a minimum:
1. System Manual Operation (Valve Position Control)
2. System Automatic Operation (PID flow controller)
3.System Alarm Monitoring
4. Power Outage Shutdown and Power Restoration
Sequencing
5. System Diagnostics
81245.30 16992-3

1.05 PROJECT RECORD DOCUMENTS
A. Submit record documents under provisions of Division 1
Specifications.
B. Accurately record actual locations of control
equipment. Revise diagrams included in Drawings to
reflect actual control device connections.,
1.06 OPERATION AND MAINTENANCE DATA
A. Submit Operations and Maintenance Manuals (O&M Manuals)
for control panel equipment and components. Submit 0&M
Manuals per Sections 01300.
B. Include instructions for adjusting and resetting time
delay relays, timers, and counters.
C. Submit maintenance data under provisions of Division 1
Specifications.
D. Include recommended preventive maintenance procedures
and materials.
PART 2 PRODUCT
2.01 GENERAL
A. General
1. Flow Equalization Meter Vault Control Panel shall be
furnished as a coordinated assembly requiring only
field connections of the power and control circuits
for a complete and operating installation as
specified and shown on the Contract Drawings.
2. Power and control points for field wiring shall be
wired to terminal blocks located inside the
control panel enclosure. Terminal blocks shall be
easily accessible and located to facilitate field
wiring.
3. Electrical equipment and controls shall be
provided as required to perform the control
function as shown on the Contract Drawings and
specified herein. Controls shall include control
power transformers, circuit breakers and power
disconnecting devices and hardware, control
relays, timing relays, intrinsically safe relays,
and miscellaneous controls as required, or as
81245.30 16992-4

2.02
0
specified. Electrical equipment and controls
shall be provided in accordance with the
specifications contained herein and in Division
16.
4. The control panel enclosure, components, and
controls shall be UL Listed and Labeled.
Control panels shall conform to the requirements
of UL 508.
FLOW EQUALIZATION METER VAULT CONTROL PANEL DESIGN
CRITERIA
The following table outlines the general
characteristics of the flow control panel:
Power Distribution:
Main Power Supply:-120VAC, 1 Phase, 60 Hz.
Auxiliary Power -Supply: iNot Applicable i
Main Circuit Breaker:)20A, 1 Pole.
Inc_om_ing Feed: Bottom Fed
Enclosure:
Rating.! NEMA 4x Stainless Steel
Mounting: Field - Equipment Mounting Rack (EMR)
Doors:Single, Swing -out Door w/Latch handle:
and keylock.
Dead -Front Interior Flush mount all pilot devices,
ing
PIDf
Swing -out Panel Mounted controller keypad to interior sw
Controls (typical for out panel.
ALL components):
Control Components:
PID Controller Configurable for pinch valve and flow
meter.
Pilot Devices: As required to interface with
'Controller, Pinch valve full open and;
!full close, Start/Stop Selection,�i
`Manual reset push button.
'Enclosure Accessories:
- --- - -- Print Pocket
B. PID Flow Controller
1. Provide a solid state, microprocessor based PI&D
controller with all interface and terminal board
accessories as required to provide a complete,
stand-alone control system.
2. System shall work in conjunction with a pinch
valve actuator and a magnetic flow meter to
provide a 4-20mA output signal proportional to the
Flow Equalization Tank flow rate.
3. The following system features shall be designed
into the Control Panel:
81245.30 16992-5

s
a. Field configurable flow set points.
b. Pinch valve position control.
c. Pinch valve position status (0-100%).
d. Front accessible configuration
e. Security Code Protection
f. Discrete Inputs/Outputs for interfacing with
the Plant PCS.
g. Discrete Input Status Indication
h. Flow Totalizer.
i. Manual reset.
4. Manufacturer's
a. Siemens - 352P Process Automation Controller
b. Or equal
2.03 SEQUENCE OF OPERATION
A. General
1. The CPS shall provide a flow control panel suitable for
interfacing with pinch valve actuator and magnetic flow
meter controls as shown on the Contract Drawings. The
flow control panel shall include a PID controller.
2. Flow Control
a. The Flow Controller shall consist of
controlling the position of the control valve
based on the flow reading for the tank. The
operator shall manually enter the flow set
point to the PID controller. The PID loop
shall control the position of the pinch valve
based on the following parameters:
Controller PID Controller
Type:
Process Equalization Tank Flow
Variable:
Set Point: Flow rate set point entered at the PID
controller.
Default Value: In the event that the process variable
fails, controller output signal shall
go to a predetermined default setting.
b. Flow Equalization Return - Start: When the
operator manually selects the panel mounted
selector switch for system start, the control
panel Flow Controller shall open the pinch
valve to match the target flow rate set at the
controller. The pinch valve position shall be
varied by the PID Controller to maintain the
target flow setpoint in through the magnetic
flow meter. As the flow rate varies, the
81245.30 16992-6

s <.
valve position shall vary it's position from
the minimum valve position to the maximum
valve position.
c. Flow Eaualization Return Svstem - Stop: When
the operator manually selects the panel
mounted selector switch for system stop, the
control panel shall close the valve to the
fully closed position.
PART 3 EXECUTION
3.01 CONTROL PANEL FABRICATION
A. General
1. Fabricate control panels, install instruments and
components plumb, and wire in the factory. Test
wiring and check plumbing prior to shipment.
2. Use panel fabrication techniques that allow for
removal and maintenance of all equipment after
installation.
3. Cut, punch, or drill cutouts for panel mounted
instruments and smoothly finish with rounded
edges.
4. Place knockouts for the wiring of freestanding
panels either at top or bottom of the panel.
Cover holes for future devices with a plastic
plate.
B. Wiring
1. Panel wiring shall be installed by the panel
manufacturer and shall be brought out to
identified terminal blocks. Interwiring between
panel sections shall be from terminal blocks to
terminal blocks. Terminal blocks for panel wiring
shall be correlated with those for the electrical
equipment by the panel manufacturer.
C. Component Location
1. Equipment shown or specified to be furnished with
the panels shall be mounted by the panel
manufacturer. Panel mounted controls shall be
located such that they are easily accessible.
Panel mounted controls and components shall be
mounted a minimum of 30" above grade or finished
floor and a maximum of 72" above finished floor,
81245.30
16992-7

t �t
The panels shall be furnished as completely
assembled units, requiring only field connections
of power and control wiring.
3.02 INSTALLATION
A. General
1. Contractor shall verify placement of panel prior,
to fabrication.
2. Panels shall be grounded and all equipment and
circuits included in the panels, as shown or
required to be grounded, shall be connected to the
grounding conductors.
3. The panels shall be installed as shown and
directed. The final control panel locations shall
be coordinated by the Contractor to avoid
interference with standard operation and
maintenance practices of the adjacent equipment.
Wiring shall enter the panels as shown or
specified.
3.03 POWER LINE SURGE PROTECTORS
A. Install power line surge protectors on the incoming
power of all equipment susceptible to damage in an
industrial or commercial environment due to line
surges, lightning, transients, or other line
disturbances.
B. All control panels containing electronic,
microprocessor based, or other line powered equipment
susceptible to damage be shall be provided with
adequate line surge and transient protection.
3.05 FIELD QUALITY CONTROL
A. Field Testing and Demonstration
1. Control panels shall be tested for proper operation
and operational sequencing. Proper operation of
control panels shall be demonstrated to the
Engineer. Testing and demonstration shall be
performed by a qualified service representative of
the CPS.
B. Testing/Verification/Documentation
1. Provide explanation of each system shall be made.
81245.30 16992-8

2. Electrical Contractor/manufacturer/supplier shall
have a written tabulation of all
adjustable/settable parameters as set from the
factory. In a separate column, all of the actual
field adjusted/set values shall be shown.
3. Demonstrate the following and show how each is
set/changed.
a. Manual operation both local/remote.
b. Minimum or default flow rates to be set for
specific equipment operation.
c. Maximum flow rate set point.
d. Adjustable PID tuning parameters for proper
equipment operation.
e. Restart after power outage shall be automatic.
f. Automatic operation.
g. Output contacts for alarm/status, etc.,
operate as required, simulate with test
lights.
C. Flow totalization and manual reset features per each
event.
81245.30
END OF SECTION
16992-9

Jobs Created and Retained for ARRA projects
Project Owner Town of Pittsboro
Project Number 2W370413-04
Contractor
Quarter: (April -June)
FTE's:
Payroll Dollars:
Year: 20
Quarter: (July -September) Year: 20
FTE's:
Payroll Dollars:
Quarter: (October -December)
FTE's:
Payroll Dollars:
Quarter: (January -March)
FTE's:
Payroll Dollars
Year: 20
Year: 20
Please mail form to: Mark Hubbard, PE
Project Period
1633 Mail Service Center
Raleigh, NC 27699-1633
Contractor is to submit this form to Mark Hubbard at the address above and copy Engineer. This form is
due one week after the conclusion of each applicable quarter.
SRF-25

TOWN OF
RANDOLPH VOLLER
Mayor
WILLIAM G. TERRY
Town Manager
PAUL S. MESSICK, JR.
Town Attorney
P.O. Box 759 — 635 East Street
PITTSBORO, N.C. 27312
August 25, 2009
Danny Smith
Surface water Protection Supervisor
Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699-1628
Dear Mr. Smith:
NOR7Z
BOARD OF COMMISSIONER:
GENE BROOK:
HUGH HARRINGTOI
PAMELA BALDWIt
CHRIS WALKEF
CLINTON E. BEYAN II
TELEPHONI
(919)542-462
FAX [phone]!
As of August 7, 2009 the ORC for our wastewater plant, Mark Tirone was no longer
employed by The Town of Pittsboro. Backup operator, Bill Davis will take over day to
day operations of the plant. I have hired Richard Davis, a grade 4 operator with over 25
years of experience, to help with the operation of the plant and any operational issues that
may arise.
We have been actively searching for replacement for Mr. Tirane since July 22, 2009. We
will take applications until the 31n of August and we should start interviews the week of
September 7, 2009. We hope to have the position filled bySeptemberl8, 2009.
If you have any questions please call me at 919-542-2530 or 919-548-1622.
Sincerely,
John Poteat
Public Works and Utility Director
cc. Vicky Webb

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
June 3, 2009
Mr. William Terry, Town Manager
Town of Pittsboro
Post Office Box 759
Pittsboro, North Carolina 27312
SUBJECT: Authorization to Construct
A to C No. 020354A02
Town of Pittsboro
WWTP Wet Weather Flow Improvements
Chatham County
Dear Mr. Terry:
A letter of request for an Authorization to Construct was received on May 14, 2009, by
the Division of Water Quality (Division), and final plans and specifications for the subject
project have been reviewed and found to be satisfactory. Authorization is hereby granted for the
construction of modifications to the existing 0.75 MGD Wastewater Treatment Plant, with
discharge of treated wastewater into the Roberson Creek in the Cape Fear River Basin.
Please note that if the Town of Pittsboro applies, or has applied, for funding through the
American Recovery and Reinvestment Act (ARRA) of 2009 and receives a successful priority
rating score, an engineering report must also be submitted for our review and approval. Based
on our review, the approved engineering report may limit ARRA funding eligibility to a
particular size for the proposed flow equalization basin.
This authorization results in no increase in design or permitted capacity and is awarded
for the construction of the following specific modifications:
Installation of a 675,000 gallon flow equalization basin with two (2) compartments each
with a 7.5 Hp floating surface aerator; a flow equalization basin pump station with two
(2) 1,110 GPM pumps and a magnetic flow meter; a return activated sludge (RAS) pump
station consisting of three (3) 300 GPM pumps with VFDs; a UV disinfection system
with two (2) banks each rated to treat a peak flow of 1.875 MGD; replacement of a VFD
and PLC at the influent pump station; and a standby diesel generator with automatic
transfer switch, in conformity with the project plans, specifications, and other supporting
data subsequently filed and approved by the Department of Environment and Natural
Resources.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 ne
Location: 512 N. Salisbury St Ralegh, North Carolina 27604 No Carolina
Phone: 91M07-63001 FAX: 919Am 07-64921 Customer Service: 1A77-623-6748
Internet: www.ncwaterquality.org a'tur�!`//
An Equal Opportunity 1 Altinnalive Action Employer j/

Mr. William Terry, Town Mana;
June 3; 2009
Page 2
This Authorization to Construct is issued in accordance with Part III, Paragraph A of
NPDES Permit No. NC0020354 issued December 15, 2006, and shall be subject to revocation
unless the wastewater treatment facilities are constructed in accordance with the conditions and
limitations specified in Permit No. NC0020354.
The sludge generated from these treatment facilities must be disposed of in accordance
with G.S. 143-215.1 and in a manner approved by the Division.
In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those as may
be required by this Division, such as the construction of additional or replacement wastewater
treatment or disposal facilities.
The Raleigh Regional Office, telephone number [phone], shall be notified at least
forty-eight (48) hours in advance of operation of the installed facilities so that an on site
inspection can be made. Such notification to the regional supervisor shall be made during the
normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State
Holidays.
Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted facility
has been installed in accordance with the NPDES Permit, this Authorization to Construct and the
approved plans and specifications. Mail the Certification to: Construction Grants & Loans,
DWQ/DENR, 1633 Mail Service Center, Raleigh, NC 27699-1633.
Upon classification of the facility by the Certification Commission, the Permittee shall
employ a certified wastewater treatment plant operator to be in responsible charge (ORC) of the
wastewater treatment facilities. The operator must hold a certificate of the type and grade at
least equivalent to or greater than the classification assigned to the wastewater treatment
facilities by the Certification Commission.
The Permittee must also employ a certified back-up operator of the appropriate type and
grade to comply with the conditions of T15A:8G.0202. The ORC of the facility must visit each
Class I facility at least weekly and each Class II, III and IV facility at least daily, excluding
weekends and holidays, must properly manage the facility, must document daily operation and
maintenance of the facility, and must comply with all other conditions of T15A:8G.0202.
A copy of the approved plans and specifications shall be maintained on file by the
Permittee for the life of the facility.
During the construction of the proposed additions/modifications, the permittee shall
continue to properly maintain and operate the existing wastewater treatment facilities at all times,
and in such a manner, as necessary to comply with the effluent limits specified in the NPDES
Permit.

Mr. William Terry, m Manager
June 3, 2009
Page 3
You are reminded that it is mandatory for the project to be constructed in accordance
with the North Carolina Sedimentation Pollution Control Act, and when applicable, the North
Carolina Dam Safety Act. In addition, the specifications must clearly state what the contractor's
responsibilities shall be in complying with these Acts.
Prior to entering into any contract(s) for construction, the recipient must have obtained all
applicable permits from the State.
Failure to abide by the requirements contained in this Authorization to Construct may
subject the Permittee to an enforcement action by the Division in accordance with North
Carolina General Statute 143-215.6A to 143-215.6C.
The issuance of this Authorization to Construct does not preclude the Permittee from
complying with any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction.
One (1) set of approved plans and specifications is being forwarded to you in a separate
transmittal. If you have any questions or need additional information, please contact Seth
Robertson, P.E. at telephone number [phone].
Sincerely,
Coleen H. Sullins
st:sr
cc: John Eick, P.E. — Steams & Wheler, PLLC, 3128 Highwood Blvd, Suite 140,
Raleigh, North Carolina 27604
Chatham County Health Department
DWQ Raleigh Regional Office, Surface Water Protection
Technical Assistance and Certification Unit
Point Source Branch, NPDES Program
Steve Tsadwa, E.I.
ATC File

Town of Pittsboro
A To C No. 020354A02
June 3, 2009
Engineer's Certification
I, , as a duly registered Professional Engineer in
the State of North Carolina, having been authorized to observe (periodically/weekly/full time)
the construction of the modifications and improvements to the Town of Pittsboro WWTP,
located off Small Street Extension, Chatham County for the Town of Pittsboro, hereby state that,
to the best of my abilities, due care and diligence was used in the observation of the following
construction:
Installation of a 675,000 gallon flow equalization basin with two (2)
compartments each with a 7.5 Hp floating surface aerator; a flow equalization
basin pump station with two (2) 1,110 GPM pumps and a magnetic flow meter; a
return activated sludge (RAS) pump station consisting of three (3) 300 GPM
pumps with VFDs; a UV disinfection system with two (2) banks each rated to
treat a peak flow of 1.875 MGD; replacement of a VFD and PLC at the influent
pump station; and a standby diesel generator with automatic transfer switch, in
conformity with the project plans, specifications, and other supporting data
subsequently filed and approved by the Department of Environment and Natural
Resources.
I certify that the construction of the above referenced project was observed to be built within
substantial compliance and intent of the approved plans and specifications.
Signature
Date
Registration
Send to: Construction Grants & Loans
DENR/DWQ
1633 Mail Service Center
Raleigh, NC 27699-1633

i
cal Coliform on 8/27/2008
•
Subject: Fecal Coliform on 8/27/2008
From: "Mark Tirone" <[e-mail]>
Date: Tue, 2 Sep 2008 12:18:19 -0400 (EDT)
To: [e-mail]
CC: [e-mail], [e-mail]
Dear Stephanie Brixey,
On Wednesday August 27,2008 the Town of Pittsboro wastewater
treatment plant received a fecal coliform result of 5900/100ml. While
this result did not place us in violation of our monthly fecal
average, it did put us in violation of our weekly fecal average of
400/100mg/l. The week starting Monday August 25th, 2008 our weekly
average is 861/100 mg/l.
On Tuesday morning September 2,2008 I received the fax from our
contract lab, Environment 1, Incorporated, informing us of the
result. The fax was actually sent to our Town Hall on Friday
afternoon. I personally did not receive the fax until Tuesday
morning (do to the Holiday). once I received the fax I immediately
contacted your office and talked with Danny Smith. I informed him of
the situation and our response to the problem.
As you know Wednesday August 27th, 2008 the Town of Pittsboro and
parts of Chatham County received a very large quantity of rain (about
4 inches). While everything looked good at the plant and we didn't
experience any basin by-passes or breaching, our flows were very high
for many hours. Our total flow for Wednesday August 27,2008 was .692
mgd, but we did experience peak flows of about 1.6 mgd for many
hours.
Just so you are aware we are scheduled to re -furbish our sand filters
with the proper manufacturers recommended sand on either September
llth or 12th. It has been mentioned that our current sand in these
filters is not the correct sand. This causes excessive solids to
flow-thru, thus inhabiting the UV's ability to transmit the needed
intensity (especially during these large rain events). We will also
be pulling, cleaning, and checking all of the UV bulbs in order to
ensure that they are functioning properly.
I am sure we will talk more about this in the coming days, when you
are back in the office.
Thanks!
Mark Tirone
Town of Pittsboro
WWTP Superintendent
919-542-2444 office
919-548-0222 mobile
1 of 1 9/3/2008 8:01 AM

� Y
Mr. William G. Terry, Town Manager
Town of Pittsboro
635 East Street
Pittsboro, North Carolina 27312
SUBJECT:
Dear Mr. Terry:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
July 22, 2008
Town of Pittsboro
Pittsboro WWTP
Reclaimed Water Generation and Distribution
Approval of the Plans and Specifications
Project No. E-SRL-T-02-0053
Project No. STAG XP-974771-030
The review for completeness and adequacy of the project construction plans and
specifications has been concluded by the Construction Grants & Loans Section of the North
Carolina Division of Water Quality. Therefore, said plan documents are hereby approved with
eligibility for State funding determined as follows:
Eligible
28
A 300,000 GPD reclaimed water generation and distribution system consisting of an
effluent reclaimed water pump station with a 315 GPM, 40 Hp pump, an in -line turbidity
meter, a chemical -feed liquid sodium hypochlorite chlorination system with 1,000 gallon
storage tank, and approximately 520 linear feet of 8-inch reclaimed water force main,
associated electrical work, sitework, and yard piping at the Town of Pittsboro WWTP.
(Hobbs, Upchurch & Associates, Contract 1)
Approximately 26,200 linear feet of 8-inch reclaimed water force main, 13 air release
valves, and associated sitework. (Hydrostructures, Contract In
A 500,000-gallon reclaimed water storage tank, electrical work, sitework, and yard
piping. (Hydrostructures, Contract III)
Issuance of this approval letter does not imply availability of funding. You are
encouraged not to advertise for bids until you have received the funding offer. In the event that
received bids exceed the amount established through the funding offer, and local funds are not
adequate to award contract(s), it will be necessary to consider all alternatives including redesign,
re -advertising, and rebidding.
Construction Grants and Loans Section
1633 Mail Service Center Raleigh NC 27699.1633
Phone: [phone] / FAX: [phone] / Internet: www,nccgi.net
An Equal Opportunity/Affirmative Action Employer —50%Recycled/10%Post Consumer Paper
NorthCarolina
Naturally

Mr. William G. Ten own Manager
July 22, 2008
Page 2
If the Recipient does not maintain the court sanctioned schedules which extended the
compliance date for complying with the final effluent limits established in the NPDES Permit,
then project costs incurred will not be eligible for STAG payments.
Neither the State nor Federal Government, nor any of its departments, agencies or
employees is or will be a party to the invitation to bids, addenda, any resulting contracts or
contract negotiations/changes.
In accordance with the Federal Regulations, the Recipient is required to assure
compliance with the OSHA safety regulations on the subject project. In complying with this
regulatory responsibility, the Recipient should, by letter, invite the Bureau Chief, Education
Training and Technical Assistance Unit, NC OSHA Division, 1101 Mail Service Center,
Raleigh, NC 27699-1101, telephone [phone], to participate in the Preconstruction
Conference to assure that proper emphasis is given on understanding and adhering to the OSHA
regulations.
It is the responsibility of the Recipient and the Consulting Engineer to insure that the
project plan documents are in compliance with Amended N. C. G. S. 133-3 (ratified July 13,
1993). The administrative review and approval of these plans and specifications, and any
subsequent addenda or change order, do not imply approval of a restrictive specification for
bidding purposes; nor is it an authorization for noncompetitive procurement actions.
Any addenda to be issued for subject project plans and specifications must be submitted by
the Recipient such that adequate time is allowed for review/approval action by the State, and for
subsequent bidder action prior to receipt of bids.
It is mandatory for project facilities to be constructed in accordance with the North
Carolina Sedimentation Pollution Control Act, and, when applicable, the North Carolina Dam
Safety Act. In addition, the specifications must clearly state what the contractors' responsibilities
shall be in complying with these Acts.
While rejection of all bids is possible, such action may be taken only with prior State
concurrence, and only for good cause.
The Recipient will comply with the utilization of minority businesses in accordance with
GS 143-128.
Attached is a form (Part B), which is to be completed within 21 days after bids have been
received, and submitted to the State for review. It must be accompanied by the documents
indicated on the form. Upon review and approval of this information, the State will authorize the
Recipient to make the proposed award.

Mr. William G. Ten own Manager
July 22, 2008
Page 3
A goal of 8% of the contract price is established for Minority Business Enterprise (MBE)
participation in this project, and a goal of 5% of the contract price is established for Women's
Business Enterprise (WBE) participation in this project. The Recipient and Bidders shall make a
good faith effort to assure that MBE's and WBE's are utilized, when possible, as sources of
goods and services. The good faith effort must include the following affirmative steps: (a)
including small, minority, and women's businesses on solicitation lists; (b) assuring that small,
minority, and women's businesses are solicited whenever they are potential sources; (c) dividing
total requirements, when economically feasible, into small tasks or quantities to permit
maximum participation by small, minority, and women's businesses; (d) establishing delivery
schedules, and (e) using the services of the Small Business Administration and the Minority
Business Development Agency of the U.S. Department of Commerce. Please note that the
solicitation efforts should include documentable follow-up phone calls.
For further explanation of the MBE/WBE requirements, and to help the grantee and
prime contractor(s) obtain MBE/WBE prime and sub contractors see the following web site:
http://www.epa.gov/region4/water/gtas/workbookdocs/MBE_W BE_requirements032204.pdf
In particular your attention is directed to Part A (2) (v) on page 2 of 3 of the above document.
Prior to entering into any contract(s) for construction, the recipient must have obtained all
applicable project Permits from the State, including an Authorization to Construct and/or Non -
Discharge Permit.
Two (2) copies of any change order must be promptly submitted by the Recipient to the
State. If additional information is requested by the State, a response is required within two (2)
weeks, or the change order will be returned without further or final action.
One (1) set of the final approved plans and specifications will be forwarded to you. One
(1) set of plans and specifications identical to the approved set must be available at the project
site at all times.
Upon completion of the project construction, the Recipient shall submit a letter confirming
that the project has been constructed in accordance with the plans and specifications approved by
the State. "As -built" plans will need to be submitted with any changes clearly documented on
the plans if the above confirmation cannot be made.
If there are any questions concerning this matter, please do not hesitate to contact
Ken Pohlig, P.E. at [phone].
Sincerely,
Daniel M. Blaisdell, P.E., Section Chief
Construction Grants & Loans Section
Attachment
La

Mr. William G. Ter own Manager
July 22, 2008
Page 4
cc: Adam Kiker, E.I., Hobbs, Upchurch & Associates, P.A., Southern Pines
James N. Johnston, P.E., Hydrostructures, PA, Pittsboro
OSHA Bureau Chief, Wanda Lagoe
DWQ Raleigh Regional Office
Don Evans
Daniel Blaisdell, P.E.
Mark Hubbard, P.E.
Jennifer Kinghorn
Ken Pohlig, P.E.
SRL/STAG

W A TFR pG
9
r
> 1
February 26, 2008
John T. Poteat, PWD
Town of Pittsboro
P.O. Box 759
Pittsboro, N.C. 27312
Subject: Technical Assistance Report
NPDES Number NCO020354
Chatham County
Dear Mr. Poteat,
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Envirotutumt and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
This is to document that technical assistance has been given regarding the operation of the Pittsboro
Wastewater Treatment Facility. I enjoyed meeting with you on February 19, 2008 to discuss the
planned expansion of the facility. See the attached report summary for comments and suggestions
regarding to my technical assistance visit.
As always, you are to be commended for requesting technical assistance, in order to protect the
water quality of the State by achieving and continuing to maintain permit compliance.
If you have questions concerning this report or if this office can be of additional assistance, please
contact me at 910-433-3309.
Sincerely,
Don Register
Wastewater Treatment Consultant
Cc: Jerry Rimmer, Technical Assistance Supervisor
RRO files
File
MAR
N Yo Carolina
kfuray
North Carolina Division of Water Quality 225 Green Street - Suite 714 Fayetteville, NC 28301-5043 Phone [phone] Customer Service
Internal: ncwaterquality.org FAX [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled110% Post Consumer Paper

United States Environmental Protection Agency
Form Approved.
EPA Washington, D C 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 8.31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 2 3 11 12 17 18'nI 19 20
(N) I NCO020354 I I 08/02/19 1 U
��rr �r
Remarks
21111111111111111111111111111111111111111111111116
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 OA ------------------ Reserved ----------------------
67I 169 70U 71 U 72, __, w 73, , t 74 71,
I I I I I I 180
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
12:45 PM 08/02/19
07/02/01
Pittsboro WWTP
Exit Time/Date
Permit Expiration Date
Small St Extension
Pittsboro NC 27312
01:45 PM 08/02/19
11/04/30
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
John Thomas Poteat/ORC/919-542-2530/
Name, Address of Responsible Official/Title/Phone and Fax Number
Hugh R Montgomery,PO Box 759 Pittsboro NC 27312/Town Contacted
Manager/919-542-4621/9195427109 No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Other
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment Summary)
Name(s) and Signature( Inspector(s) Agency/Office/Phone and Fax Numbers Date
Don Register Point Source Compliance Unit//910-433-3300
4
Signature of anagemeptAA Reviev,✓Jqj) Agency/Office/Phone and Fax Numbers Date
-O
ljT 1,,�
„�`� •tlk R41.i1't7V 2- a%
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES yr/mo/day Inspection Type (cont.) 1
3 11 12 17 18
NCO020354 I I _ __ I U
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Technical assistance was requested by the wastewater treatment plant ORC John Poteat. The request was
due to the proposed 0.25 MG plant expansion and upgrade and at this point construction plans are currently
being drafted. John told me of concerns that he may be able to address now, such as either the imbalanced
clarifier flows or the imbalanced sludge blankets. The problem in the clarifier could be a result of the high
flow from the airlift return sludge pump. The pump tends to clog or stop pumping when the pumping rate is
slowed. A pump that is used in our region that has proven to be very impressive is the "Geyser Pump",
which can pump at slow rates thickening the sludge and reducing the turbidity because of the reduced
turbulance of the return flow. The Vass WWTP has the Geyser Pump retrofitted to the existing airlift pump
and the conversion was completed by the plant staff. Geyser Pump has a good web site and if you are
interested I recommend that you talk with the ORC Lamont McNeill @ 910-245-1958 and visit this facility,
which is not far from your location. Another idea that was initiated on this installation was to install a
dedicated air compressor for this pump. This in turn allowed the main air compressors to be turned off
during high flow conditions, allowing the aeration basin sludge to settle and still be able to return sludge from
the clarifier, because of the separate dedicated air compressor for the Geyser Return Pump.
If the proposed upgrade calls for an additional larger clarifier, you may want to consider building it
downstream of the two existing ones. I would recommend the clarifier to be circular, 14-16' deep, and have
Stamford Baffles. This clarifier would catch any fines, blanket burps, and really take the load off of the filters.
The filter backwash mudwell was discussed as possibly utilizing a programable timer to pump out the
mudwell at night during low flow conditions.
These are some of the items that we discussed and the reocmmendations and suggestions that were made
Page # 2

TOWN OF
RANDOLPH VOLLER
Mayor
WILLIAM G. TERRY
Town Manager
PAUL S. MESSICK, JR.
Town Attorney
P.O. Box 759 - 635 East Street
PITTSBORO. N.C. 27312
February 18, 2008
S. Daniel Smith
Surface Water Protection Supervisor
NCDENR, Division of Water Quality
1628 Mail Service Center
Raleigh, NC 27699-1628
Dear Mr. Smith:
BOARD OF COMMISSIONERS
GENE BROOKS
MAX G. COTTEN
PAMELA BALDWIN
CHRIS WALKER
CLINTON E. BRYAN III
TELEPHONE
(919) 5424621
FAX [phone]
This letter responds to you Notice of Violation: NOV-2008-PC-0085 dated January 31,
2008. The following corrective actions have been taken in response to the findings from
the January 29'" compliance inspection conducted by Ms. Brixey.
1. The updated ORC Designation for was submitted on February 6, 2008
2. The influent pump station alarm system was repaired on February 8, 2008 and is
now operational.
3. We submitted the amended report for October 2007, including the previously
omitted data on February 6, 2008.
4. The flow meter was calibrated on February 8, 2008.
5. The total monthly flows are now being recorded on the DMR's.
6. Starting February 1, 2008, the plant will be tested under load conditions monthly.
If you have any questions regarding the correction of these discrepancies, please contact
John Poteat, Utility Director at [phone].
/XA1-
Sincerely,
William G. Terry
Town Manager
cc: John Poteat, Utility Director
i
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DICE
CHARTERED 1787