NC0043532_Regional Office Historical File Pre 2018 (3)

Water Infra On 1-ture
ENVIRONMENTAL QUALITY
July 21, 2M
Mrs. Donna Davis, Utilities Director
Stanly County
1000 N. First Street, Suite 12
Albemarle, North Carolina 28001
ROY COOPER
Governor
MICHAEL. S. REGAN
Secretary
KIM H. COLSON
Director
Subject: Engineering Report Funding Approval
Stanly County
West Stanly WWTP and Sanitary Sewer Improvements
Project No. CS370834-04
Dear Mrs. Davis:
The Division of Water Infrastructure (Division) has completed its review of the subject
engineering report. Based upon this review, the Division has determined that the referenced
project is eligible for funding as follows:
Eligible
Improvements to the McCoy's Creek Pump Station, to include a new chemical feed
system, rehabilitation of the existing screen equipment, removal of the grit removal
system,. and improvements to the wet well to prevent accumulation of grit.
Improvements at the West Stanly WWTP, to include a new headworks structure with
screening and grit removal, bioreactor modifications to include baffle walls,
submersible mixers, mechanical aerators and two internal recycle pumps, a new
clarifier splitter box, demolition of two small clarifiers, a new 75-foot clarifier,
rehabilitation of the existing 50-foot clarifier, and improvements to the RAS pump
station.
Non Eli igible
Spare parts, service contracts, maintenance contracts, and extended warranties.
Based upon detailed review of the bid documents, the Division may determine that
portions of the project are not eligible for funding and the total loan amount may be reduced.
In accordance with G.S. 120-157.1 through 157.9, local government units with projects
that require debt to be issued greater than $1,000,000 must submit a letter to Committee Chairs,
Committee Assistant, and the Fiscal Research Division of the General Assembly at least 45 days
Nothing Compares:�-�
State of North Carolina I Environmental Quality I Water Infrastructure
512 N. Salisbury Street, Raleigh, North Carolina 27604 1 1633 Mail Service Center, Raleigh, North Carolina 27699-1633
919 707 9160

Mrs. Donna Davis, Utilities Director
July 21, 2017
Page 2 of 2
prior to presentation before the Local Government Commission. You are responsible for
submitting this letter and providing a copy to the Division.
Projects funded through the CWSRF program must comply with the federal Brooks Act
for the selection of architectural, surveying and engineering services. CWSRF projects cannot be
exempted from qualification -based selection of these services.under N.C.G.S. 143=64.32. Submit
the Professional Engineering Services Procurement. form (from our website) to document
compliance for any services to be reimbursed. Any services provided that are not selected in
compliance with federal requirements are ineligible for reimbursement.
Please note that funding is contingent on meeting the schedule provided in your Letter of
Intent to Fund, or approved extension, as tabulated, below:
Milestone
Date
Submit Bid and Desi2 Package
January 31, 2018
Obtain approval of Bid and Design Package:
April 30, 2018.
Advertise Project, Receive Bids, Submit Bid Information, and
Receive Authority To Award
June 29, 2018
Execute Construction Contract(s)
I July 31, 2018
If you have any questions, please contact Anita E. Reed, PE at [e-mail] or
[phone].
Sincere
1
Seth Robertson, PE, Chief
.State Revolving, Fund Section
Attachments: Categorical Exclusion
cc: Stephen Chambers, P.E., Chambers Engineering, 129 North First Street,.
Albemarle, NC 28001
Corey Basinger, Supervisor, Wes Bell, Dee Browder, Mooresville Regional Office
(via email)
Mark Hubbard, PE (via email)
Anita E. Reed, PE
Susan Kubacki (via email)
William H. (Bill) Bland, Jr., P.E., (via email)
SRF File (EREMERAL)

Wut'er lnfruslrudure
EN41ROHMENTA: OUAOTV
October 4, 2017
CERTIFIED MAIL ,
RETURN .RECEIPT REQUESTED
Andy Lucas, County Manager
County of Stanly
1000 N First Street, Suite 10
Albemarle, NC 28001
ROY COOPER
i�i3prSPfiCaF"'
MICHAEL S. REGAN
se'w"'a
KIM 11. COLSON
Dhvf Su
SUBJECT: Offer and Acceptance for a State Loan
Project No. CS370834-04
West Stanly WWTP and Sanitary Sewer
Improvements
Dear Mr, Lucas:
The County of Stanly has been approved for loan assistance from the Clean Water State Revolving
Fund. Enclosed are two (2) copies of an Offer -and -Acceptance Document extending a State Revolving
Loan in the amount of $3,058,300. This offer is made subject to the assurances and conditions set forth in
the Offer -and -Acceptance Document.
Please submit the following items to the Division of Water Infrastructure, 1633 Mail Service
Center, Raleigh, North Carolina 27699-1633.
A resolution adopted by the governing body accepting the loan offer and making the
applicable assurances contained therein. (Sample copy attached)
2. One (1) copy of the original Offer -and -Acceptance Document executed by the Authorized
Representative for "the project, along with the signed "Standard Conditions for the Federal
SRF loans". Retain the other copy for your files.
Federal, Identification Number and DUNS Number of the Recipient (Memo attached)
4. Sales -Tax Certification (attached)
Please note that if a Fiscal Sustainability Plan is applicable to this project, the certification is not
due until the final reimbursement request.
The Site Certification, a Capital Project Ordinance (or budget ordinance covering the project), and
the Professional Engineering Services Procurement Form are due before disbursements will begin. Please
see the attached Guidance Document for a complete list of items due no later than the project's first
disbursement.
-:' - Nothing Compares:."-,
State of North Carolima I Environmental Quality I Water Infrastructure
1633 Slail Service Center, Raleigh, North Carolina 276991 Location 512 N. Salisbury Street, Raleigh, North Carolina 2760a
919 707 9160 T
F

Page 2 of 2
Reimbursement requests (see printed form attached to this letter) should be sent to Pam Haven at
the address noted.
On..behalf of the Department of Environmental Quality, I am pleased to snake this offer of .State
Revolving Loan funds, made available by North Carolina Water Infrastructure Fund and the Federal Clean
Water Act Amendments of 1987.
Sincerely,
Kim H. Colson, P.E., Director
Division of Water Infrastructure, NCDEQ
Enclosures: Resolution to Accept Loan Offer (suggested format)
Loan Offer and Acceptance Document (two copies)
Federal ID and DUNS Number Request Form
Sales -Tax Certification Form
Fiscal Sustainability Plan Certification
Guidance Document
Reimbursement Request Form
Site Certification
Capital. Project Ordinance Sample
Professional Engineering Services Procurement Form
cc: Granseur Dick, Chambers Engineering
Dee Browder
SRF (COM_LOX)
M'- "Nothing Compares.'_'-.,_
State or North Carolina I Environmental Quality I Water Infrastructure
1633 Mail Service Center, Raleigh, North Carolina 276991 Location St2 N. Salisbury Street. Raleigh, Non, Carolina 27604
919 707 9160 T

ROY COOPER
MICHAEL,S. REGAN
Water infrastructure secretary"
C-NVIRONMENTAL QUALITY
KIM H. CO3L.4$'0N
Uiectv
June 28, 2018
Ms. Donna Davis, Utilities Director
Stanly County
1000 N. First Street, Suite 12
Albemarle, North Carolina 28001
Subject: Funding Deadline Extension
Starily County
West Stanly WWTP and Sanitary Sewer Improvements
Project No. CS370834-04
Dear Ms. Davis:
The Division has received your request for an extension to the project milestone
deadlines. Based upon our review of your request, we have modified the project milestone
deadlines as follows:
Milestone
Old Deadline
New Deadline
Engineering Report Submittal
October 1., 2015
October 1, 2015
Engineering Report Approval
February 1, 2017
February 1, - 2017
Bid and Design Package Submittal
June 1, 2018
August 1, 2018'
Bid and Design Package Approval
September 5, 201.8
December 14, 2018
Advertise Project, Receive Bids, Submit Bid
Information, and Receive Authority to Award
December 5, 2018
March 15, 2019
Execute Construction Contract(s)
I February 1, 2019
1 April 15, 2019
All other funding requirements remain unchanged.

Ms. Donna Davis, Utilities Director
June 28, 2018.
Page 2of2
If you have any questions, please contact Ken Pohlig, PE at [e-mail] or
[phone].
Sincerely,
Seth Robertson, PE, Chief
State Revolving Fund Section.
cc: Jimmy Holland, PE, WK Dickson, Charlotte, NC
Mark Hubbard, PE (via email)
Anita E. Reed, PE
Ken Pohlig, PE (via email)
SRF File (COM/FDE)

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary.
Kim H. Colson
DI'mclor
NORTH CAROLINA
Environmental Quality
October 25, W18
Mrs. Donna Davis, Utilities Director
County of Stanly
1000 N. First Street, Suite 12
Albemarle, North Carolina 28001
Subject: Requestfor AdditionalInforrnation
County of Stanly
West Staifly WyVTP and Sanitary Sewer Improvements
Project No. CS370834-04
Dear Mrs. Davis:
The Division of Water Infrastructure (Division) and the Division of Water
Resources/NPDES Unit have completed their joint review of the plans and specifications. Based
upon this review, the Division is transmitting these comments directly to your engineer for
resolution, and a copy is attached for your reference. Our goal is to approve the plans and
specifications as soon as possible. Please provide a response within 30 days of this letter.
Projects not meeting required funding deadlines may lose assurance of funding through the
State Revolving Fund program.
I Upon receipt of satisfactory responses from your engineer to our comments we will
complete our review. If you have any questions concerning this matter, please contact William
H. (Bill) Bland, Jr., P.E. at [e-mail] or (919) 707-91.83. Or contact Bing Bai
(NPDES Unit) at bing.bai@ncdenr.-g-ov or (919) 807 -6389
Sincerely,
Anita E. Robertson, P.E., Supervisor
Wastewater Projects Unit
Attachment
cc: William B. Keaton, P.E., W. K. Dickson & Company, Inc., 616 Colonnade Drive,
Charlotte, NC 28205
Bing ffiti,.Division of Water Resources, NPDES Unit
Anita E. Robertson, P.E.
William H. (Bill) Bland, Jr., P.E. (via email)
SRF (BD/PSIL)
North Carolina Department of Environmental Quality i Division of Water Infrastructure
512 N. Salisbury Street t [633 Mall service renter I Raleigh, North Carolina'27699-1613
919307,9160

County of Stanly
West Stanly WWTP and Sanitary Sewer Improvements
Project No. CS370834-04
Page I of 7
Request for Additional Information
A. General Review
1. Projects not approved by December 14, 2018 may lose assurance of funding and may need to
reapply for funding under the current competitive priority system.
G.S. 133-3 Certification must be completed and sent to us.
This document can be downloaded from our weblink:
n ht.t.L)://portal.nedenr.or&L�i,ob/�vi//d6sip -and-bid
B. Authorization -to -Construct (ATC) Application
3. After answering these questions, please re -submit the ATC .Application with changes in the
appropriate pages.
(a) Page 6 of the ATC Application states that peak hour flow for past 24 months is 5.82
MGD. We assume this is from actual hourly flowmeter measurements. Please document
this with actual historical data or calculations.
(b) On Page 8, the Mechanical Bar Screen and Grit Removal Units are sized at 0.9 MGD
peak hour flow, which is in error, and should be 6.0 MGD according to the
Specifications.
4. Please note that the ATC cannot be issued until documentation is provided regarding the
establishment of the Property Line Waiver from the adjacent property owner (Setbacks on
Page 11). And likewise, the approval of plans and specifications for SRF Funding cannot be
issued until the ATC is issued.
C. Review of Calculations
5. Regarding the Design Calculations of peaking factors and peak hour flow:
(a) Pagel of the Design Calculations has a Peaking Factor of 4.9894. Please clarify that this
peaking factor is defined as the ratio of Max Daily Flow to Annual average, or
QDailyMax/QAnnu.1 Aveage.
We note that this is not the normally -defined peaking factor as defined as the ratio of
Peak Hourly flow to Monthly average flow.
(b) We note that a peaking factor of 2.5 is being used for the calculation of peak hour flow:
0.9 TMGD x 2.5 = 2,25 MGD = design peak hour flow.
Historical daily flows from 201.2 to present indicate that this 2,5 peaking factor is too
small (see Appendix, A). There have been numerous daily flows in the 2.0 to almost 2.5
MGD range). Since the max daily (average) flow is almost 2.5 MGD, the peak hourly
flow must be higher than this by a factor equal to a typical diurnal (24-hour) curve
peaking factor. 24--liour diurnal curves normally have ratios of peak hour to 24-bour flow

County of Stanly
West Stanly WWTP and Sanitary Sewer improvements
Project No. CS370834-04
Page 2 of 7
in the 1.2 to 1.5 range, or higher. Using an average diurnal curve peaking factor of about
1.4, this gives a peak hour flow of:
Max Daily flow x 1.4 = Peak Hour Flow
2.5 MGD x 1.4 = 3.5 MGD
This peak hour flow of 3.5 MGD (2,430 gpm) is thus the approximated hourly flow that
the WWTP has currently seen, based on previous actual max daily flow events and an
assumption regarding diurnal curve patterns.
Using this 3.5 MGD peak hourly flow:
Peak. hour flow / Monthly average flow = 3.5 MGD / 0.9 MGD = 39 peaking factor
We recommend that a peaking factor of approximately 3.9 be used.
6. The hydraulic profile calculations should be updated to include the hydraulic water level in
the major process units for (i) design flow of 0.9 MGD, (ii) peak hour flow with both trains
in service, and (iii) peak hour flow with one train out of service.
7. We note that a design flow of 1.5 MGD is used in the Clarifier calculations, but there is no
explanation for this. The current NPDES Permit flow is 0.9 MGD, and we know that an
NPDES permit request for 1.2 MGD is currently being evaluated. Please explain.
8. Explain hoW w the WTP ORC will adjust the weir gates at the existing clarifier splitter box to
acquire the correct flow split between Clarifier 41 and 42 which are not equally sized? What
is the appropriate flow split?
9. Provide aeration basin process calculations showing the total amount of air needed in the
aeration process, and how much mixing energy is required. We note the following
(a) We have received clean water oxygen test data for the Aire-02 Model Triton TR 10
Aerator/Mixer. But it is not clear that four of these units is sufficient to provide the
oxygen BOD demands and the energy mixing demands.
(b) The Specifications (Section 46 41 26) stipulate an oxygen output of more than 29 lbs.
02/hour per unit [8 (eight) units]. Provide the calculations (and any assumptions) which
show how this requirement was determined, and that this amount of oxygen will handle
the BODs load at the design flow of 0.9 MGD.
(c) Are there other manufacturers (other than Aeration Industries) that can compete
competitively with the Section 46 4126 specifications? Do these specifications need to
be adjusted to allow more competition in the .base Bid?
10. Regarding the Chlorine Contact Chamber;
(a) Provide more detailed dimensions of the Chlorine Contact Chamber. We measure the
channel width to be about 3.0 feet, nor 3.83 feet as described on page 4 of the Design
Calculations.

County of Stanly
West Stanly WWTP and Sanitary Sewer Improvements
Project No. CS370834-04
Page 3 of 7
(b) Please re -do the contact time calculations at peak hourly flow to document if 15 minutes
can be achieved, which is a requirement according to the Minimum Design Criteria for
ATCs.
11. Regarding the proposed RAS pump calculations and specifications:
(a) Provide an example manufacturer pump specifications and pump curves -that meets both
RAS pump specifications.
(b) Page 3 of Design Calculations: The elevation of the RAS pump appears to be incorrect.
Please correct and adjust calculations as needed.
12. Explain how sludge is wasted to;either the proposed Gravity Thickener or the Aerobic
Digester. 'How is this waste sludge controlled? Can the flow be measured on a daily
totalizing basis? Provide calculations as needed.
13. Please provide buoyancy calculations for the Clarifier and RAS Pump Station structures.
D. Review of Plans
14. Provide all necessary structural and electrical plan sheets.
15. Sheet C1 Existing Conditions and Demolition
(a) Note-#1 under Construction Sequence should direct the Contractor to obtain all
applicable local/county permits prior to construction commencement. State and other
agency permits are being obtained currently.
(b) Please add into the Construction Sequence Notes the steps needed for the McCoy Creek
Pump Station work.
16. Sheet C2 Site Plan
(a) This sheet shows a proposed 18-inch x 10-inch MJ reducer at the fence where the 12-inch
demolition stops. Please correct to a (we assume) 18-inch to 12-inch reducer.
(b) The Sheet shows the demolition of a 16-inch force main at a point slightly past the where
a proposed 16-inch x 16-inch x 16-inch tee would be installed. Should this be a 90-degree
bend and not a tee?
(c) We recommend adding Clean Outs to the two (2) 45-degree bends in the new 4-inch
service drainpipe coming from the lab Building.
(d) Specify the invertt elevation of the new 16-inch Clarifier effluent pipe feeding into the
existing manhole (just prior to the Chlorine Contact Chamber.
(c) Please clarify andIabel how the 8-inch. RAS pipe connects to the existing Aerobic
Digester.
17. Sheet C4 Process Flow Diagram
The RAS Pump Station is drawn as a dashed box but should be drawn as a proposed box.
Please correct.

County of Stanly
West Stanly WWTP and Sanitary Sewer improvements
Project No. CS370834-04
Page 4 of 7
18. Sheet C5 Hydraulic Profile
(a) The proposed headworks should include details of the proposed channel before and after
the bar screen/grit removal system and flow splitter box,
(b) The hydraulic profile should be updated to include the hydraulic water level in the major
process units for (i) design flow of 0.9 MGD, (ii) peak hour flow with both trains in
service, and (iii) peak hour :flow with one train out of service.
(c) Please add the floor elevation of the Existing Aeration Basins.
(d) Add the top of wall elevation of the Chlorine Contact Chamber.
(e) Add the bottom elevation of the Chlorine Contact Chamber,
19. Sheet C6 Headworks
(a) Directly after the proposed magnetic flowmeter, there appears to be a transition from an
18-inch to 24-inch, but it is not labeled, and it is unclear where it is. Please include pipe
transition details and a 90-degree bend.
(b) Add the chemical feed pipe to the Aeration Splitter Box, where we understand it will
terminate.
20. Sheets C7 — C8 Headworks Sections
(a) Provide subsurface foundation details.
(b) There is a missing reference to the A -A section view on the Aeration Splitter Box.
21. Sheet C8 Headworks — Combi Unit
There are references to Sheet numbers with the numbers missing. Add the Sheet numbers.
22. Sheet: C13 Existing Aeration Basin _
On the upper -right hand corner, there is a sheet .reference missing.
23. Sheet C17 Clarifier #2 — Section View
(a) Provide subsurface foundation details.
(b) The finish grade elevation varies from about 353' to 364' MSL around Clarifier #2,
according to Sheet C3. Therefore, it appears that a railing will be required on the
periphery of the clarifier rim which is within about 4 — 5 feet of ground elevation.
24. Sheet C18 RAS Pump Station
(a) We recommend that the concrete slab have a sump area with a drain pipe connected to
the Plant Drain. This will be useful when doing pump repairs, etc.
(b) Post the top elevation and thickness of the concrete slab in Section A -A.
25. Sheet C20 Chlorine Contact Structure
We recommend installing weir gates at the end of both dual -trains, to maintain a fairly
constant water level in the Chlorine Contact Chambers. These weir gates should be able to be
closed to shut off flow.

County of Stanly
West Stanly WWTP and Sanitary Sewer Improvements
Project No. CS370834-04
Page 5 of 7
As currently designed, it appears that when one of the Chlorine Contact dual trains is closed,
water from the active train will back-up into the exit side of the closed -off train, as the invert
elevation of the exiting 18-inch pipe is about 4+ feet below the water level in the active train.
26. Sheet C22 Gravity Thickener
(a) Document how the decant water will be removed from the proposed Gravity Thickener.
We assume this will be done manually, as there appears to be no designed mechanism for
this.
(b) Will the 8-inch valve at the bottom of Section A remain functional? If so, what is this
used for?
(c) Explain the purpose of the 3-way valve, and where these pipes from the 3-way valve lead
to.
(d) Explain how sludge is wasted to the Gravity Thickener/Aerobic Digester. What pumps
or valves controls the flow?
(e) Can sludge be wasted to either the proposed Gravity Thickener or the Aerobic Digester?
(f) Is the WAS flow to the Gravity Thickener/Aerobic Digester metered by a totalizing
flowmeter?
27. Sheet C23 McCoys Creek Pump Station
It is our understanding that this project includes internal piping/valuing additions to the pump
station Pump #4 according to the "Pump Station Interconnection" line diagram. Please add
plan and section views of the actual pump station to include the proposed piping changes.
E. Review of Specifications
28. Include SRF Project No. CS370834-04 on the cover of the Specifications.
29. Invitation to Bid
On page 1 is a brief description of the project. This description should be expanded to
include modifications to the chlorine contact structure and modifications to the gravity
thickener, and modifications to McCoy Creek Pump Station piping and valving.
30. Bid Form
(a) It appears that Alternate Bid Items #1 and #2 refer to the Headworks Treatment system
(#1) and the Bioreactor Modifications (#2), although they are not.specifically stated.
Please state specifically what each Alternate Bid Item is for.
(b) There are three manufacturers listed in the Alternate Box for Headworks Treatment
system (ISCO, VOoDyne, and Huber). Are these the potential Base Bid manufacturers?
If. the Huber system is to be listed as the preferred Alternate manufacturer, then only
Huber would be listed in the Alternate box, and the .other manufacturers would be listed
in the Base Bid, or in the Specifications.

County of Stanly
West Stanly NkV'f'fl and Sanitary Sewer Improvements
Project No. CS370834-04
Page 6 of 7
31. 'I'lie Division of Water Infrastructure's MBEIWBE Compliance Supplement has been
updated. The current document in the Specifications should be replaced with the following
document which can be downloaded from our Division's website:
MBE/WBE Compliance Supptement Updated 3/20/2018
The above document can be downloaded from the weblink:
32. The State of North Carolina Identification of Minority Business Participation, Affidavits A,
B, C, and D forms are not required by the Division of Water Infrastructure for SRF funding
and may be removed if desired.
33, The Section entitled "Guidelines for Recruitment and Selection of Minority Business for
State Funded Projects Administered through the Construction Grants and Loans Section" is
old and should be removed from the Specifications.
34. Missing from the Specifications are the Davis -Bacon Specifications and the Davis -Bacon
Wage Determination Schedule. Include these in revised Specifications. These files can be
downloaded from our weblink: httT.)://i)ortal.ncdc.-nr.org/web/,vi//desien-wid-bid
The Davis -Bacon Specifications document: Davis -Bacon Specifications
The Davis -'Bacon Wavo.D(Acrm]natJoTi COT!. kit; thy, )ept. of
LaiX",-Cs 2fl)t, of Labor's.,Ojebsite
35. Revise Section 46 4126 to include mixing and aeration specifications for the Floating Mixer
and Aeration System.

COUTILy of SLanly
West SLanly WWTP and Sanitary Sewer Improvements
Project No. CS370834-04
Page 7 of 7
Attachment A DMR Daily Flow Data, and calculated Monthly Averages
Daily Flow data downloaded from the Division of Water Resources BFMS database

Waterlnfrustruccture
eNvIRONMENTA6 QUALITY
June 28, 2018
Ms. Donna Davis, Utilities Director
Stanly County
1000 N. First Street, Suite 12
Albemarle, North Carolina 2800.1
ROY C0.0PER
.Governor
MICHAEL S. REGAN
Secretary
KIM H. CQLSON
Director
Subject: Funding Deadline Extension
Stanly County
West Stanly WWTP and Sanitary Sewer Improvements
Project No. CS3.70834-04
Dear Ms. Davis:
The Division has received your request for an extension to the project milestone
deadlines. Based upon our review of your request, we have modified the project milestone
deadlines as follows:
Milestone
Old Deadline
New Deadline
Engineering Report Submittal
October i, 20.1.5
October 1, 20 5
Engineering Report Approval
February 1, 2017
February 1, 2017
Bid and Design Package Submittal
June 1, 2018
August 1, 2018
Bid and Design Package Approval
September 5, 2018
December 14, 2018
Advertise Project, Receive Bids, Submit Bid
Information, and Receive Authority to Award
December 5, 2018
March 15, 2019
Execute Construction Contract(s)
February 1, 2019
1 Aril 15, 2019
All other funding requirements remain unchanged.

Ms. Donna Davis, Utilities Director
June 28, 20.1.8
Page 2 of 2
If you have any questions, please contact Ken Pohlig, PE at [e-mail] or
[phone].
Sincerely,
Seth Robertson, PE, Chief
State Revolving Fund Section
cc: Jimmy Holland, PE, WK Dickson, Charlotte, NC
Mark Hubbard, PE (via email)
Anita E. Reed, PE
Ken Pohlig, PE (via email)
SRF File (CONff )E)

NORTH CAROLINA
STANLY COUNTY
SEWER USE AGREEMENT
THIS SEWER USE AGREEMENT (hereinafter referred to as "Agreement"), made this
the 161h day of May, 2014 by and between Town of Oakboro, a municipal corporation of the
State of North Carolina, (hereinafter referred to as "Town"), and Stanly County, North Carolina,
a political subdivision of the State of North Carolina, (hereinafter referred to as "County"),
WHEREAS; the County owns and operates a Wastewater Treatment Plant located on
Barbees Grove Road, Oakboro, North Carolina (hereinafter referred to as "WWTP") for the
treatment of sanitary sewage.
WHEREAS, the Town desires to discharge sewage to the County for treatment at said
WWTP and the County agrees to provide such services.
NOW, THEREFORE, in consideration of mutual obligations of the parties herein
expressed, the County and Town do agree as follows:
1. Term.
This Agreement and all of its terms, conditions and provisions shall become effective on
May 16, 2014 and shall continue in full force and effect and be binding upon the
respective parties, their successors and assigns for a period of -twenty (20) years.
2. Termination.
a. The Town may, upon twelve (12) months written notice to County, terminate this
Agreement.
b. The County may, upon twelve (12) months written notice to Town, terminate this
Agreement.
c. Either party may cancel this Agreement should the other party be in breach of the
Agreement if, after a sufficient period of time has passed and the breaching party has
been notified of such breach, the breach has not been cured by the breaching party.
3. Events Voiding Agreement.
This Agreement shall become null and void and of no effect upon the occurrence of any
of the following:
a. In the event the County ceases to maintain and operate said WWTP; or
Page 1 of 8

b. In the event any valid past or future rules, regulations, and laws applicable hereto
and/or to be promulgated by the federal government or the State of North Carolina
make the performance of this Agreement a violation of any of said rules, regulations,
or laws.
4. Compliance with Applicable Laws.
Each party shall, in the performance of its rights and obligations under this Agreement,
comply with all applicable laws, ordinances, rules, and regulations, which have been or
may be promulgated by the federal, state, and/or local governments. Nothing in this
Agreement shall be construed as requiring either party to perform its obligations
hereunder, where such performance would constitute a violation of any applicable law,
ordinance, rule, or regulation.
Town shall be subject to all current and future requirements of any state and federal
agencies, which provide grant funds to the County.
5. Sewer Use Ordinance.
Prior to implementation of this Agreement, the Town shall adopt, maintain, and enforce a
Sewer Use Ordinance, which is in full compliance with this Agreement and is at least as
stringent as the County's current Sewer Use Ordinance, which is attached hereto as
"Attachment A" and is incorporated herein by reference. Said Town Sewer Use
Ordinance shall contain, among other things, a provision ensuring that new sewers and
connections to its sewer system are properly designed and constructed; a provision
prohibiting any use or users, including but not limited to individuals, companies, and
local governments, from outside its corporate limits to discharge sewage into its sewer
system without the prior written approval of the County; and a. provision prohibiting the
discharge,, disposal or dumping of any septage (residential or non-residential), including
but not limited to material pumped out of a septage tank or onsite sewage facility,
wastewater from commercial/industrial development, grease interceptor as well as other
sources such as portable toilet, recreational vehicle (RV), and boat wastes or any other
material or waste of any kind, into a manhole or any part of its sewer system that is
connected to the County sewer system. However, during the Town's annual July 4`h
celebration, Town may coordinate with County's utilities staff to arrange for the dumping
of Town's portable toilet domestic waste into a designated manhole located within the
Town.
Throughout the term of this Agreement, if and when the County amends and/or replaces
its Sewer Use Ordinance, the Town agrees to amend and/or replace its Sewer Use
Ordinance in order to ensure that the Town Sewer Use Ordinance remains at least as
stringent as the County's Sewer Use Ordinance. Said Town Sewer Use Ordinance
amendment/replacement shall occur no later than thirty (30) days after said County Sewer
Use Ordinance amendment/replacement.
Page 2 of 8

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6. Discharge Limitations.
a. The parties recognize that there is limited capacity in the WWTP and, therefore, agree
that the Town's right to discharge into the WWTP shall be subject to the following
limitations:
1) The Town's maximum flow rate to the WWTP shall not exceed 265,000
gallons per day, unless suitable arrangements have been made by the Town to
ensure additional capacity is available in these conveyance facilities from the
County.
2) Any new connections to the WWTP shall be prohibited unless sufficient
capacity for flow, Biochemical Oxygen Demand (hereinafter referred to as
"BOD") and Total Suspended Solids (hereinafter referred to as "TSS") is
available in all downstream conveyance and treatment facilities, as determined
by the County.
3) Any private industrial user of the Town's sewer system will be covered by a
separate pre-treatment industrial agreement by and between said private
industrial user and the Town. Said pre-treatment agreement shall be in
accordance with the rules and regulations approved by the County and the
North Carolina Department of Environment and Natural Resources.
4) The Town is responsible for obtaining or securing a "letter of capacity" for any
sewer line extensions within the Town and must be accompanied with a "Flow
Tracking/Acceptance for Sewer Extension Permit Applications Form (FTSE-
10/07)" or whatever form is in use at the time of application. Sewer treatment
capacity will be negotiated and provided as needed.
7. Operations.
a. Both parties will at all times use reasonable and diligent care to keep their sewer
systems and water pollution control facilities in good operating condition.
b. All records and accounts relating to the matters covered by this Agreement and the
applicable sewer ordinances shall be made available for inspection by either party at
any reasonable time.
Additionally, Town agrees to provide its (Ground Water or Supplemental) Monthly
Operating Re RI to County on a monthly basis. Said reports shall be provided on or
before the 1 Ot' of each calendar month and shall contain data for the month preceding
the date of production.
c. Both parties will cooperate with each other in the enforcement of their sewer related
ordinances.
Page 3 of 8 .

e.
d. Neither party shall be liable to the other for damages in case of an operational or
system failure not due to its negligence or which is caused by an event beyond its
control.
8. Charges and Payments.
a. The County will bill the Town each month for sewer treatment based on the following
formulas:
Oakboro Sewer Flow Including Infiltration and Inflow = WWTP Flow From
Discharge Monitoring Report — Locust Sewer Flow Reading - Stanfield Sewer Flow
Reading - Stanly County Sewer Flow Readings
Oakboro Sewer Use = Total Sewer Gallons Billed by the Town's Collection System +
Total Sewer Gallons Not Billed by the Town's Collection System
Calculated Infiltration and Inflow = Oakboro Sewer Flow Including Infiltration and
Inflow - Oakboro Sewer Use
Fiscal Year' 2014-2015 Through Fiscal Year 2018-2019:
Calculated Infiltration and Inflow x 10% + Oakboro Sewer Use = Number of
Gallons to be Billed to Oakboro at the Then -Current County Sewer Rate
Formula to Be Used For 48,500,001 or More Gallons of Annual Calculated
Infiltration and Inflow:
Calculated Infiltration and Inflow x 100% + Oakboro Sewer Use = Number of
Gallons to be Billed to Oakboro at the Then -Current County Sewer Rate
• Fiscal Year 2019-2020 Through Fiscal Year 2033-2034:
Formula to Be Used For Up To 48,500,000 Gallons of Annual Calculated
Infiltration and Inflow:
Calculated Infiltration and Inflow x 20% + Oakboro Sewer Use = Number of
Gallons to be Billed to Oakboro at the Then -Current County Sewer Rate
Formula to Be Used For 48,500,001 or More Gallons of Annual Calculated
Infiltration and Inflow:
Calculated Infiltration and Inflow x 100% + Oakboro Sewer Use = Number of
Gallons to be Billed to Oakboro at the Then -Current County Sewer Rate
In all instances, "Fiscal Year" will be defined as July l through June 30.
In all instances, "Annual Calculated Infiltration and Inflow" will be defined as the cumulative monthly totals of
Calculated Infiltration and Inflow for the then -current Fiscal Year.
Page 4 of 8

.p
NO.
b. Bills shall be rendered monthly by Stanly County Utilities (hereinafter referred to as
"SCU") to Town for sewer treatment services, and Town shall make payment of all
bills rendered to it by County within a period of thirty (30) days after the receipt of the
respective bills. Town agrees to pay in accordance.with the then -existing schedule of
rates and fees as may be determined from time to time by the County for its customers.
c. The effective date for rate adjustments under the terms of this Agreement shall become =
effective as approved and adopted by the Stanly County Board of Commissioners.
d. In the event of failure of such measuring devices for the purpose of determining sewer
flow or water use pursuant to this Agreement, it will be assumed that, during the
period the measuring devices are inoperative, the number of gallons to be billed to
Town will be the average daily volume over the immediately preceding three (3)
months.
9. Utilization of the Town's Collection System.
The parties acknowledge that the Town's sewer collection system may serve to link or
connect two (2) or more sewer collection systems owned by the County. For and during
the term of this Agreement, with any necessary State of North Carolina approval, County
shall have the right to utilize portions of the Town's sewer collection system, at cost, for
the "flow through" of sewer"from County customers. County may, at its own expense,
add or accept through donation such extensions or additions (of wastewater pump .
stations, interceptors, trunk lines, or laterals) to its existing sewer collection systems as
County deems appropriate. The costs of any such extensions or additions shall be borne
by County, including but not limited to any costs associated with any alterations or
additions to the Town's sewer collection system and the cost of any metering systems
required to measure the flow of sewer from County. Prior to the connection of any such
extensions or additions, County will obtain the Town's consent as to any connections to
the Town's sewer collection system. Said consent shall not be unreasonably withheld.
10. Utilization of the Town's 100,000 Gallon Existing Equalization -Basin, 500,000
Gallon Storage Tank, and Associated Easements.
The County may require the Town to use the Town's existing 100,000 gallon
equalization basin (located at the end of Third Street as shown in Attachment B — "Gold
St To Equalization Basin - Map 10 - Oakboro NC," which is attached hereto and
incorporated by reference herein; hereinafter referred to as "Basin") at no cost to the
County as a sewer flow equalization facility based on the sewer flow needs and demands
of the County's sewer treatment and collection systems. The County shall determine, in
its sole discretion, if and when the use of the Basin is necessary, and upon request by the
County, the Town shall immediately initiate use of said Basin for as long as required by
the County.
Page 5 of 8

hr,
The Town will maintain ownership and responsibility for any and all maintenance,
operations, and repairs associated with the Basin.
The County may use the Town's .existing 500,000 gallon storage tank (located off South
Main Street - please see Attachment C — Survey by Dent H. Turner for the Town of
Oakboro, which is attached hereto and incorporated by reference herein; hereinafter
referred to as "Tank") at no cost to the County as a sewer flow equalization facility based
on the sewer flow needs and demands of the County's sewer treatment and collection
systems. The County shall determine, in its sole discretion, if and when the use of the
Tank is necessary, and upon notification by the County, the Town shall immediately
allow said use by the County. The County shall also have the right to use the Town's
easements associated with the Tank as necessary as determined by the County in its sole
discretion.
The Town will maintain ownership and.responsibility for all maintenance and repairs
associated with the Tank structure. If necessary, the County may, at its own expense,
construct and install all necessary infrastructure and equipment required to connect the
Tank to the Town's collection system in order to convey the sewer flow to the WWTP.
During the time period(s) in which the County uses the Tank, the County will be
responsible for all operational expenses associated with operating the Tank as an
equalization facility (i.e., electricity, parts, equipment repairs, etc.).
Should either the Basin or Tank be destroyed, damaged, unavailable, and/or inoperable at
any time, the parties shall renegotiate Section 8., Subsection a. of this Agreement in good
faith. Should the parties fail to reach an agreement as to the revised terms of Section 8.,
Subsection a. within 60 days of the Basin or Tank being destroyed, damaged,
unavailable, and/or inoperable, then this Agreement shall immediately terminate.
Oakboro agrees to notify the County immediately in the event that either the Basin or
Tank is destroyed, damaged, unavailable, and/or inoperable.
11. Remedies.
a. At any time the Town defaults in making payments due at a specific time, an interest
rate or late fee shall be added to the payments.
b. The County shall apply its sewer rate and Sewer Use Ordinance at the points of
discharge from the Town into the County sewer system and, in addition to its contract
and legal remedies, shall have the right to refuse to accept or treat sewage in violation
of its ordinances.
c. In addition to the remedies specifically provided in this Agreement, the parties may
pursue any other remedies as allowed by applicable law:
Page 6 of 8

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ATTACHMENT A
4*
SEWER USE ORDINANCE 25
POLICIES, RULES, REGULATIONS AND RATES
STANLY COUNTY, NORTH CAROLINA
An Ordinance regulating the use of public sewers and drains, the installation
and connection of building sewers. and the discharge of waters and wastes into
the Public Sewerage Systems of Stanly County. The general purpose of this
Ordinance, prepared to be enforcedby the Board of Commissioners of Stanly
County in the interest of the public health and welfare, is to control.the quantity
and quality of wastes admitted to Public Sewerage Systems, and the methods and
materials of connection thereto.
ARTICLE I
Definitions
Unless the context specifically indicates otherwise, the meaning of terms used
in this Ordinance shall be as follows:
Sec. 1. "Biochemical oxygen demand" (BOD) shall mean the quantity of oxygen
utilized in the biochemical oxidation of organic matter under standard
laboratory procedure in five (5) days at 20° C. expressed in milligrams
per liter.
Sec. 2. "Building drain" shall mean that part of the lowest horizontal piping
of a drainage system which receives the discharge from soil, waste and
Other drainage pipes inside the walls of the building and conveys it to
the building sewer, beginning five (5) feet (1.5 meters) outside the
in -nor face of the building wall.
Sec. 1. "Building sewer" shall mean the extension from the building drain to
the public sewer or other place of disposal, also called house connection.
Sec. 4. "Combined sewer" shall mean a sewer intended to receive both wastewater
and storm or surface water.
Sec. 5. "Easement" shall mean an acquired legal right for the specific use of
land owned by owners.
Sec. 6. "Flotable oil" is oil, fat, or grease in a physical state such that it
will separate by gravity from wastewater by treatment in an approved pre-
treatment facility, A wastewater shall be considered free of floatable
fat if it is properly pretreated and the wastewater does not interfere
with the collection system.
Sec. 7. "Garbage" shall mean the animal and vegetable waste resulting from the
handling, preparation, cooking and serving of foods.
Sec. 8. "Industrial wastes" shall mean the wastewater from industrial processes,
trade or business as distinct from domestic or sanitary wastes:
Sec. 9. "Natural outlet" shall mean any outlet, including storm sewers and
combined sewer overflows, into a watercourse, pond, ditch, lake or other
body of*surface or groundwater. i
Sec. 10. "Play" is permissive (see"shall", Sec. L9).
Sec. 11. "Person" shall mean any individual, firm, company, association, society,
corporation or group.
Sec. 12. "pH" shall mean the reciprocal of the logarithm of the hydrogen -ion
concentration. The concentration is the weight of hydrogen -ions, in
grams, per liter or solution. Neutral water, for example., has a pH
value of 7 and a hydrogen -ion concentration of 10.
Sec. 13. "Properly shredded garbage" shall mean the wastes from the preparation,
cooking and dispensing of food that has been shredded to such a degree
that all particles will be carried freely under the flow conditions
normally prevailing in public sewers, with no particle greater than
1/2-inch (1.27 centimeters) in any dimension.
Sec. 14. "Public Sewerage System" shall mean facilities for conveying and treating
wastewaters of Stanly County.

f
Sec. 15. "Sanitary Sewer" shall mean a sewer that carries liquid and water -carried
wastes from residences, commercial buildings, industrial plants, and
institutions together with minor quantities of.ground, storm and surface
waters that are not admitted intentionally.
Sec. 16. "Sewage" is the spent water of a community. The preferred term is
"wastewater", Sec. 25.'
Sec. 17. "Sewer" shall mean a pipe or conduit that carries.wastawater or drainage
water.
Sec. I8. "Sewer Service Area" shall mean a defined area designated by the Board
of Commissioners for a Public Sewerage System.
Sec. 19. "Shall" is mandatory (see "may", Sec.10).
Sec. 20."Slug" shall mean any discharge of water or wastewater which in
concentration of any given constituent or in quantity of flow exceeds
for any period of duration longer than fifteen (15) minutes more than
five (5) times the average twenty-four (24) hour concentration or flows
during. normal operation and shall adversely affect the collection system
and/or performance of the wastewater treatment works.
Sec. 2L. "Storm drain" (sometimes termed "storm sewer") shall mean a drain or
sewer for conveying water, groundwater, subsurface water, or unpolluted
water from any source.
Sec. 22. "Superintendent" shall mean the (superintendent of wastewater facilities,
and/or of wastewater treatment works, and/or of water pollution control)
of the County, or his authorized deputy, agent or repreaentative.
Sec. 23. "Suspended solids" shall mean total suspended matter that either floats
on the surface of, or is in suspension in water, wastewater or other liquids,
and that is removable by laboratory filtering as prescribed in "Standard
Methods for the Examination of Water and Wastewater" and referred to as
nonfilterable residue..
Sec. 24. "Unpolluted water" is water of quality equal to or better than the
effluent criteria in effect or water that would' not cause violation of
receiving water quality standards and would not be benefited by discharge
to the sanitary sewers and wastewater treatment facilities provided.
Sec. 25. "Wastewater" shall mean the spent water of a community. From the standpoint
of source, it may be a combination of the liquid and water -carried wastes
from residences, commercial buildings, industrial plants, and institutions,
together with any groundwater, surface water and stormwater that may be
present.
sec. 26. "Wastewater facilities" shall mean the structures, equipment, and processes
required to collect, carry away, and treat domestic and industrial wastes
and dispose of the effluent.
Sec. 27. "Wastewater treatment works" shall mean an arrangement of devices and
structures for treating wastewater, industrial wastes and sludge.
Sometimes used as synonymous with "waste treatment plant" or "wastewater
treatment plant" or "water pollution control. plant."
Sec. 28. "Watercourse" shall mean a natural or artificial channel. for the passage
of water either continuously or intermittently.
ARTICLE II
Use of Public Sewers Required
Sec. 1. It shall be unlawful for any person to place, deposit, or permit to be
deposited in any unsanitary manner upon public or private property within
the County, any human or animal excrement. garbage, or other objectionable
waste.
Sec. 2. It shall be unlawful to discharge to any natural outlet within or under
the jurisdiction of the County, any sanitary sewage, industrial wastes, or
other polluted waters, except where suitable treatment has been provided
in accordance with subsequent provisions of this Ordinance.

Sec_ 3.
The owner of all houses, buildings (s), or properties used for human
occupancy, employment, recreation,' or other purpose, situated within a
Sewer Service Area, and abutting on any street, alley or right-of-way
In which there is now located or may in the future be"located a public I
sanitary sewer, is hereby required & his expense to install suitable
toilet facilities therein, and to connect such facilities directly I
with the proper public sewer in accordance with the provisions of this i
Ordinance, within ninety (90) days after the date of official notice
to do so.
i
ARTICLE III J
Private Sewage Disposal
Sec. 1.
Where a public sanitary sewer is not available in a Sewer Service Area,
the building sewer shall be connected to a private sewage disposal
system complying with the provisions of this Ordinance.
Sec. 2.
Before commencement of construction of a private sewage disposal system
the Owner shall first obtain a written permit signed by the Superintendent. i
The application for such permit shall be made on a form furnished by the
County which the applicant shall supplement by any plane, specifications,
and other information as are deemed necessary by the Superintendent. A
permit and inspection fee of twenty dollars ($20.00) shall be paid to the
County at the time the application is filed.
Sec. 3.
A permit for a private sewage disposal system shall not become effective
until the installation is completed to the satisfaction of the
Superintendent. He shall be allowed to inspect the work at any stage
of construction and, in any event, the applicant for the permit shall
notify'the Superintendent when the work is ready for final inspection,
and before any underground portions are covered.
Sec. 4.
The type, capacities; location, and layout of a private sewage disposal 4
system shall comply with all applicable recommendations and regulations
of the North Carolina Division of Environmental Management, and the Stanly i
County Health Department. I
Sec. 5.
No permit shall be issued for any private sewage disposal system employing
subsurface soil absorption facilities where the area of the property on
which the facility is planned is less than fifteen thousand (15,000) square
feet. No septic tank or cesspool shall be permitted to discharge to any
public sewer or natural outlet.
Sec. 6.
At such time as a public sewer becomes. available to a property served by
a private sewage disposal system, a direct connection may be made to the
public sewer in compliance with this Ordinance; and any septic tanks,
cesspools, and similar private sewage disposal facilities shall be
abandoned and filled with suitable material. Connections shall be made i
in compliance with this Ordinance when any malfunction of private system
occurs, or when directed by the Stanly County Health Department, whichever
'
occurs earlier.
Sec. 7. The Owner shall operate and maintain the private sewage disposal facilities
in a sanitary manner at all times, at no expense to the County.
Sec. 8., No statement contained in this Ordinance shall be construed to interfere
with the authority and regulations of the North Carolina Division of
Health Services, the North Carolina Division of Environmental Management,
or the Stanly County Health Department.

�18 - :.
ARTICLE IV
Building.Sawers and Connections
Sec. 1. No unauthorized person (a) shall uncover, make any connections with
or appurtenance thereof.
Sec. 2. Thera shall be two (2) classes of building sewer permits; (a) for
residential and commercial service, and (b) for service to establishments
producing industrial wastas. In either case, the owner (a) or his
agent shall make an application on a special form furnished by the
County. The permit application shall be supplemented by any plans,
specifications, or other information considered pertinent in the
judgment of the superintendent. A permit or inspection fee of 420.00
for a residential or commerical building sewer permit and $20.00 for
an industiial building sewer permit shall be paid to the County at the
time the application is filed.
Sec. 3. All costs and oxpanses incidental to the installation and connection of
the building sewer shall be borne by the, owner (s). The owner (s) shall
indemnify the County from any loss or damage that may directly or in-
directly be occasioned by the installation of the building sewer.
Sec. 4. A separate and independent building sewer shall be provided for every
building:
(a) except where one building stands at the rear of another on an interior
lot and no private sewer is available or can be constructed to the
rear buiding through an adjoining alley, court, yard, or driveway, the
front building may be extended to the rear building and the whole
considered as, one building sewer, but the County does not and will not
assume any obligation or responsibility for damage caused by or
resulting from any such single connection aforementioned.
(b) except in the event that a property owner with multiple structures may
install his own private "in -property" collection system with orie hook-
up to the public sewer. Said private collection system shall be
approved by the superintendent, County Building Inspeetions,.and/oi the
County Health Department.
Sec. S. Old building sewers may be used in connection with new buildings only when
they are found, on examination and tests by the superintendent, to meet
all requirements of this Ordinance.
Sec. 6. The size, slope, alignment, materials or construction of a building .
sewer, and the methods to be used in excavating, placing of the pipe,
(Jointing, testing, and backfilling the trench shall all conform to the
requirements of thebuilding and plumbing code or other applicable rules
and regulations of Stanly County. In the absence of coda provisions or
in amplification thereof, the materials and procedures set forth in
appropriate specifications of the ASTM and TJPCB Manual of Practice shall
apply.
Sec. 7. Whenever possible, the building sewer shall be brought to the building at
an elevation below the basement floor. In all buildings in which any
building drain is too low to permit gravity flow -to the public sewer,
sanitary sewage carried by such building drain shall be lifted by an
approved means and discharged to the building sewer.
Sec. 8. No persoa(s) shall make connection of roof downspouts, foundation drains.
areaway drains, or other sources of surface runoff or groundwater to a
building sewer or building drain which in turn is connected directly or
indirectly to a public sanitary sewer unless such connection is approved
by the superintendent for purposes of disposal of polluted surface
drainage.
Sec. 9. The connection of the building sewer into the public sewer shall conform
to the requirements of the building and plumbing code or other applicable
rules and regulations of Stanly County, or the procedures set forth in
appropriate specifications of the ASTM and the WPCF Manual of Practice.
All such connections shall be made gastight and watertight and verified
by proper testing. Any deviation from the prescribed procedures and
materials must be approved by the superintendent before installation.
Sec. 10. The applicant for the building"sewer permit shall notify the superin-
tendent when the building sewer is ready for inspection and connection
to the public sewer. The connection and testing shall be made under

-10
the supervision of the superintendent of his representative,
Sec. 11. All excavations for building sewer installation shall be adequately
guarded with barricades and light so as to protect the public from hazard.
Streets, sidewalks, parkways and other public property disturbed in the
course of the work shall be restored in a manner satisfactory to -the County.
Sec. 12. The Sewerage System may be extended into adjacent unincorporated areas from
time to time when the County determines that sewer service is needed and
economically feasible,
ARTICLE V
Use of the Public Sewers
Sec. 1. No parson(s) shall discharge or cause to be discharged any surface, storm
or groundwater, roof runoff, subsurface drainage, or non -contact cooling '
water to any sanitary sewer.
Sec. 2. Surface, storm, or groundwater and all natural drainage shall be discharged
to such sewers as are specifically -designated as storm sewers or to a
natural outlet approved by the superintendent and other regulatory agencies,
Sec. 3. No parson(s) shall discharge or cause to be discharged any of the following
described waters or wastes to any public sewers:
(a) Any gasoline, benzene, naptha, fuel oil, or other flammable
or explosive liquid, solid, or gas.
(b) Any waters containing tonic or poisonous solids, liquids, or gases in
sufficient quantity, either singly or by interaction with other
wastes, to injure or interfere with any waste treatment process,
constitute a hazard to humans or animals, create a public nuisance,
or create- any hazard in the receiving waters of the wastewater
treatment plant.
(c)• Any waters or wastes having a pH .lower than 5.5. or having any other
corrosive property capable of causing damage or hazard to structural, I
equipment and personnel of the wastewater works.
(d) Solid or viscous substances in quantities or of such size capable of
causing obstruction to the flow in sewers, or other interference with
the proper operation of the wastewater facilities such as, but net
limited to, ashes, banes, cinders, sand, mud, straw, shavings, metal,
glass. rage. feathers, tar, plastics, woods, unground garbage, whole
blood, paunch manure, hair and fleshin s,,entrails and i
6 , paper dishes,
cups, milk containers, etc., either whole or ground by garbage grinders.
Sec. 4. The following described substances. materials, waters, or waste shall be
limited in discharges to sewerage systems to concentrations or quantities
which will not harm either the sewers, wastewater treatment process or
equipment, will not have an adverse effect on the receiving stream, or
will not otherwise endanger lives, limb, public property, or constitute a
nuisance, The superintendent may set limitations lower than the limitations
established in the regulations below if in his opinion such more severe
limitations are necessary to meet the above objectives. In forming his
opinion -o to the acceptability, the superintendent will give consideration
to such factors as the quantity of subject waste in relation to flows and
velocities in the sewers, materials of construction of the sewers, the
wastewater treatment process employed, capacity of the wastewater treatment
plant, degree of treatability of the waste in the wastewater treatment plant
and other pertinent factors, The limitations or restrictions on materials or
characteristics of waste or wastewaters discharged to the sanitary sewer `
which shall not be violated without approval of the superintendent are as
follows:
(a) Wastewaters with characteristics exceeding the following:
5—Day Biochemical Oxygen Demand 250 m8/1
Total Suspended Solids 250 mg/1
Ammonia Nitrogen 50 mg/1
Chlorine Demand 25 mg/1
(b) Wastewater having a temperature higher than 150' Fahrenheit 1
(b5° Celsius),
(c) Wastewater containing more than 25 milligrams per liter .of petroleum
oil, nonbiodegradable cutting oils, or product of mineral oil origin.
(d) Wastewater from industrial plants containing'floatable oils, fat or
grease,

250 - .
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(e) Any garbage that has not been properly shredded. Garbage grinders may
be connected to sanitary sewers from homes, hotels, institutions,
restaurants, hospitals, catering establishments, or similar places
where garbage originates from the preparation of food in kitchens for
the purpose of consumption on the premises or when served by caterers.
(f) Any watersorwastes containing iron, chromium, copper, zinc, and similar
Objectionable or toxic substances to such degree that any such material
received in the composite wastewater at the wastewater treatment works
exceeds the limits established by the superintendent for such materials.
(g) Any waters or wastes containing odor -producing substances exceeding limits
which may be established by the superintendent.
(h) Any radioactive waste or isotopes of such half-life or concentration as
may exceed limits established by the superintendent in compliance with
applicable state or federal regulations.
(1) Quantities of flow, concentrations, or both which constitute a "slug"
as defined herein.
(j) Waters or wastes containing substances which are not amenable to treatment
or reduction by the wastewater treatment processes employed, or are
amenable to treatment only to such degree that the wastewater treatment
plant effluent cannot meet the requirements of other agencies having
Jurisdiction over discharge to the receiving waters.
(k) Any water or wastes which, by interaction with other water or wastes in
the public sewer system, release noxious gases, form suspended solids
which interfere with the collection system, or create a condition
deleterious to structures and treatment processes.
Sec. 5. if any waters or wastes are discharged or are proposed to be discharged to
the public sewers, which waters contain the substances or possess the
characteristics enumerated in Section 4 of this Article, and which in the
judgment of the superintendent, may have a deleterious effect upon the
wastewater facilities, processes, equipment, or receiving waters, or which
otherwise creaste a hazard to life or constitute a public nuisance, the
superintendent may:
(a) Reject the wastes,
(b) Require pretreatment to an acceptable condition for discharge to.the
public sewers,
(c) Require control over the quantities and rates of discharge, and/or
(d) Require payment to cover added cost of handling and treating the
wastes not covered by existing taxes or sewer charges under the
provisions of Section 10 of this article. tf the superintendent
permits the pretreatment or equalization of waste flows, the design
and installation of the plants and equipment shall be subject to the
review and approval of the superintendent.
Sec. 6. Grease, oil and sand interceptors shall be provided, when, in the opinion
of the superintendent, they are necessary for the proper handling of liquid
wastes containing floamable grease in excessive amounts, as specified in
Section 4(c) of this Article, or any flammable wastes, sand, or other harmful
ingredients; except that such interceptors shall not be required for private
living' quartets or dwelling units. All interceptors shall be of a type and
capacity approved by the superintendent, and shall be located as to be readily
and easily accessible for cleaning and inspection: In the maintaining of
these interceptors the owner(s) shall be responsible for the proper removal
and disposal b;y appropriate means of the captured material and shall maintain
records of the dates, and means of disposal which are subject to review by the
superintendent. Any removal and hauling of the collected materials not
performed by owner(s)' personnel must be performed by currently licensed
waste disposal firms.
iec. 7. Where pretreatment or flow -equalizing facilities are provided or required for
any waters or wastes, they shall be maintained continuously in satisfactory
and effective operation by the owner(s) at his expense.
Sec. 8. When required by the superintendent, the owner(s) of any property serviced
by a building sewer carrying industrial wastes shall install a suitable
structure together with such necessary meters and other appurtenances in
the building sewer to facilitate observation, sampling and measurement of
the wastes. Such structure, when required, shall be accessibly and safely
located and shall be constructed in accordance with plans approved by the
superintendent. The structure shall be installed by the owners) at his
expense and shall be maintained by him so as to be safe and accessible at
all times.

251
Sec. 9. All measurements, tests and analyses of the. characteristics of
waters and wastes to which reference is made in this Ordinance shall be
determined in accordance wich the latest edition of "Standard Methods
for Examination of Water and Wastewater," published by the American
Public Health Association. Sampling methods, location, times, durations
and frequencies are to be determined on an individual 'basis subject to
approval by the superintendent.
See.10. No statement contained. in this article shall be construed as preventing any
special agreement or arrangement between the County and any industrial
concern whereby an industrial waste of unusual strength or character may
be accepted by the County for treatment.
Sec,11. No person shall discharge or cause to be discharged any sanitary sewage
or polluted industrial wastes to any 'storm sewer system or natural outlet.
Sec.12. Federal categorical pretreatment standards for the particular industrial
subcategories, if more stringent than limitations imposed under this -
Ordinance for sources in those subcategories, shall immediately supersede
the limitations imposed under this -Ordinance.
ARTICLE VI
Damage to Facilities
Sec. 1. No person(s) shall maliciously, willfully, or negligently break, damage,
destroy, uncover, deface or tamper with any structure, appurtenance or
equipment which is.a part of the wastewater facilities. Any person(s)
violating this provision shall be subject to immediate arrest under
charge(s) as provided by the laws of North Carolina.
ARTICLE VII
Powers and Authority of Inspectors
Sec. 1. The superintendent and other duly authorized employees and agents of the
County bearing proper credentials and identification shall be permitted
to enter all properties for the purposes of inspection, observation,
measurement, sampling, and testing pertinent to discharge to the
sewerage system in accordance with the provisions of this Ordinance.
Sec. 2. The superintendent or other duly authorized employees are authorized
to obtain information concerning industrial processes which have a
direct bearing on the kind and source of discharge to the wastewater
collection system. The industry may withhold information considered
confidential. The industry must establish that the revelation to the
public of the information in question might result in an advantage to
competitors.
Sec, 3. While performing the necessary work on private properties referred to
above, the superintendent or duly authorized employees of the County
shall observe all safety rules applicable to the premises established.
by the company, and the company shall be hold harmless for injury or
death to the County employees, and the County shall indemnify the company
against loss or damage to its property damage by County employees and
against liability claims and demands for personal injury or property
damage asserted against the company and growing out of the gauging and
sampling operation, except as such may be caused by negligence or failure
of the company to maintain safe conditions as required in Article V,
Section S.
Sec. 4. The superintendent and other duly authorized employees of the County
bearing proper credentials and identification shall be permitted to
enter all private properties through which the County holds a duly
negotiated easement for the purposes of, but not limited to, inspection,
observation, measurement, sampling, repair and maintenance of any portion
of the wastewater facilities lying within said easement. All entry and
subsequent work, if any, on said easement, shall be done in full accordance
with the terms of the duly negotiated easement pertaining to the private
property involved.

ARTICL9 VITI
Sewage Service Charges
Sec. 1. A sewage service charge schedule will be used for deriving revenues for
financing and maintaining the Public Sewerage System of each Sewer Service
Area. The funds derived from these charges shall be used for all expenses
associated with constructing, improving or maintaining a sewerage system
including engineering , planning, construction, reconstruction of sewers
and sewage treatment works and all necessary appurtenances thereto,
including pumping stations, extension, enlargement, replacement, or
additions to the sanitary or storm water sewer system, or the preliminary
or other studies and surveys relative thereto, and for the acquisition of
land or rights -of -way for any of the capital improvements. The sewer
service charge shall be assigned to all persons who contribute sewage to
the sewerage system, or whose properties are connected thereto.
Sec. 2. Sewer service charges shall be the monthly charge levied by the County or
Governing Board of a Sewer Service Area on all users including but not
limited to persons, firms, corporations, or governmental entities that
discharge, cause or permit the discharge of wastewater into a Public
Sewerage System.
Sec. 3. The sewer service charge shall reflect the total cost of operation and
maintenance of the Public Sewerage System of the respective Sewer Service
Area including replacement costs, debt service and costs to operate any
pretreatment program.
Sec. 4. The County shall review not less often than every two years the sewage
contribution of users, the total cost of operation and maintenance of the
Public Sewerage System, and the sewer service charge system. The County
shall revise the sewer service charge, if necessary, to.,
1. Maintain the proportionate distribution of operation and maintenance
costs among users as required herein; and
2. Generate sufficient revenue to pay the. total operation and maintenance
cost necessary to the proper operation and maintenance of the sewerage
system.
Sec. S. Each user which discharges sewage into the Public Sewerage System that
contains any toxic pollutants or poisonous substances which cause an
increase in the total cost of operation and maintenance of the sewerage
system in handling the treatment plant effluent or sludge shall be
assessed a penalty or a special sewer service surcharge for such increased
costs through a separate agreement with that. user. Applicable portions of
the sewer use ordinance as well as the equitable rights of the public shall
be the basis for such agreements. The surcharge shall be established by
the County.
Sec. 6. The basis for the normal sewer service charge shall be the volume of
water consumed from a public or private water supply system by the user,
or the volume of sewage metered with sewage metering equipment installed by
the user and approved by the County. The sewer service charge shall be
determined by multiplying the volume shown on the user's water bill times
the total operation and maintenance cost per 1,000 gallons, or, where the
user has its own water supply, cite sewer service charge shall be determined
by multiplying the volume shown on the approved sewage metering equipment
times the total operation and maintenance cost per 1,000 gallons.
Sec. 7. Coat of operation and maintenance for all flows not directly attrrbutable
to the users, including infiltration/inflow, shall be distributed among all
users of the sewerage system based upon the volume of flow of the users.
Sec. 8. Each user shall be notified, at least annually, in conjunction with a
regular monthly bill, of the rate and that portion of the sewer service
charge which is attributable to total operation and maintenance of the
sewerage system.
Sec. 9. This sewer service charge system shall take precedence over any terms or
conditions of agreements or contracts between the County and any users which
are inconsistent with the requirements of the Federal Water Pollution Control
Act, the Clean Water Act of 1977 or amendments thereto.

r.
Sec. 10. Sewer service charges shall be billed monthly, The billing will be
Issued on the first day of each month and failure to pay said billing
will result in the service being discontinued on the 25th day of the
month only to be reinstated upon payment of tha bill in full plus a
$3.00 reconnection fee. A minimum charge shall be charged and shall
equal to the given percentage of the minimum water bill.
Sec. I1. The County reserves the right, from time to time, to change Sewer Service
Charges originally or previously assigned to any property owner.
ARTICLE IX
Penalties
Sec. 1. Any person violating any provision of this Ordinance shall be guilty of
a misdemeanor as provided in G. S. L4-4.
Sec. 2. Any person, after receiving written notice from the County of a violation
of this Ordinance and providing for a reaso nable time limit for the
satisfactory correction thereof, shall be subject to a civil penalty of
two hundred dollars ($200.00) for each .day said violation continues
beyond the time limit provided for in said notice. This penalty may be
recovered by the County in a civil action in the nature of debt if the
offender does not pay the penalty within thirty (30) days after having
been cited for the_continued.violation.
Sec. 3. This Ordinance may also be enforced by appropriate equitable remedy as
provided in G.S.153-A-123.
Sec. 4. This Ordinance'may be enforced by any one, all, or a combination of, the
provisions above set out.
ARTICLE X
Validity
Sec. 1.. All Ordinances or parts of Ordinances in conflict herewith, are hereby
repealed.
Sec, 2. The invalidity of any section, clause, sentence. or provision of this
Ordinance shall not affect the validity of any other part of this
Ordinance which can be given effect without such invalid part or parts.
ARTICLE XI
North Stanly System Applicability
Sec. 1. Components of the Stanly County sewer system are connected to the
sewer system of the City of Albemarle, and are subject tocertain
provisions of the Code of Ordinances of the City of Albemarle (Chapter
51, Title V) as related to nature of wastes admitted and monitoring. and
control, An Agreement between the County and the City dated September
29, 1990, authorizes this action.
Sec. 2. Where County sewers are connected to those of another operating sewer
system, applicable rules and regulation of said system apply to the
County system and its users. In the event provisions of this County
Ordinance are more restrictive or prohibitive than those of the receiving
utility, the County provisions shall apply.
ARTICLE XII
Ordinance in Force
This Ordinance shall be in full force and effect from and after its
,adaption.
Authorized and adopted by the Board of Commissioners of Stanly County.
Adopted this the 18th day of January, 1993.
/s/ W. Dwight Smith, Chairman
/s/ Joyce Mauldin
Clerk to the Board
);f

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rcheller,Roberto
From: Duane Wingo <[e-mail]>
Sent: Wednesday, January 30, 2019 5:11 PM
To: Basinger, Corey
Cc: Scheller, Roberto
Subject: [External] SOC Meeting
Attachments: Sewer Use Agreement - Fully Executed.pdf, Sewer Use Agreement's Attachment A.pdf, Sewer Use Agreement's Map
Attachments.pdf
Corey,
I appreciate you meeting with us today. I apologize for not having more definitive
numbers to discuss but we are working through some staff change over in our accounting
department, which has lead to some misunderstanding of the billing calculations for
Oakboro. We are getting this fixed.
It appears Oakboro's daily allocations, is 265,000 GPD and are fairly confident that
r Stanfield's is 15o,000 GPD. Locust is saying their allocation is 350,000 GPD but we are
also seeing a number that is 240,00o GPD. We will have to get this determined asap. The
contracts I have found for Locust are from 1995 and do not represent what should be the
current allocation. Stanly County -also contributes approximately 95,00o GPD into the
West Stanly WWTP.
The calculations to determine the monthly sewer bill for Oakboro is very involved and I
am starting to back track over the last year to determine their inflow and infiltration, as
1

rif as, that of Locust and Stanfield. Based on Fiscal Year inflow and infiltration limits, we
can assess a io % surcharge to the Town of Oakboro for inflow infiltration above the
2659000 'GPD daily flow limit, which is any amount of flow above 96,725,000 gallons
annually in a fiscal year. The I and I surcharge will have to be billed in July of 20i9 as per
the constraints to the contract.
If Oakboro exceed 48,500,000 gallons of inflow and infiltration for the fiscal year, they are
suppose to be assessed at a surcharge rate of l00% or double the normal charge for inflow_
and infiltration. The County Manager has verbally told me to enforce the contract, if
applicable. I will present him with the numbers to date so far this fiscal year to see where
we stand. If it appears the amount will be significant, he will need to provide instructions
on how we are to address this ahead of sending them the bill. This could very well be a
contentioug issue.
I have attached the Oakboro Sewer Use Agreement, if you do not already have a
copy. There is language in the contract that permits the use of existing equalization
basins in Oakboro but I am not sure if they have honored the contract and kept these
facilities up to date. Stanly County might also have to provide some piping and
infrastructure to get them working.. This could be an interim step in dealing with the
inflow and infiltration issues in Oakboro.
Again, I appreciate your,time and we will give the .SOC the upmost attention moving
forward. I will have a discussion with the Board on February 4, 2019 and hope to have
everything in place for approval by the- second February meeting if we have an agreement
on the numbers. I have directed WK Dickson to have their calculations completed, as -

uickly as possible, so we can discuss this matter. Rest assure this has our upmost
attention.
Thanks,
Duane
3

rPursu'anptto North Carolina General Statutes, Chapter 132, email correspondence to and from this address may be considered public record under North Carolina
Public record Laws and may be disclosed to third parties.

PSchellrer, Roberto
From: Duane Wingo <[e-mail]>
Sent: Thursday, January 31, 2019 9:48 AM
To: Basinger, Corey; Scheller, Roberto
Subject: [External] City of Locust
Attachments: City of Locust Current Flow Allocation.pdf
Corey,
In following up with the email from yesterday. The current flow allocation we have for
Locust.is 332,40o GPD based on the attached letter. You may already have a copy.
I am tracking down all known Stanly County connections into the West Stanly System. I
anticipate this flow be significantly under ioo,000 GPD. We will be looking at flow meter
reading over'last 12 months if there is no other agreements in place.
At.present it appear we have the following allocations:
Oakboro 265,00o GPD
o
Locust 332,40o GPD
Stanfield 150, o 0 o GPD
Stanly County Guess 100,00o GPD May Be Less
847,40o GPD
1

Thanks
Duane
Pursuant to North Carolina General Statutes, Chapter 132, email correspondence to and from this address may be considered public record under North Carolina
Public record Laws and may be disclosed to third parties.

u
Y
�NLBr MA R ; L E N'O','R;T-KC'AR
october 91,20,
City a ' '' � U*tlst
A# ; Steve Huber} Mayer
'j,,',80 Ray Kei*&4yTf
'Lbddst, N6rth CAtolifia-29097
Dear Holier; ;
lfiiesponse,'tolhe'City: of here uuafter refe�,rectues
,addition2ttr,sp :pppacitypI.. please accept 8 te -rAg8tay�co"mtY'" ere AheCby�ofan additional_3MOOjqtjqMpet formal 6&r to, d4y, sewer treatment
pAppily-k tfiq,'WO,$Wjy W4*wabqr aM-(h refen& tw. 0 "'W
fdca:tcd'bn arbides,07 rove,
TheNo hi df
nvironnie a ur
'Resources-wastewaterd--sigaflowrate 6rM-N
sewer .capacity per dwelinag SaidMQQOuopor claysewer We dtrntdpOditYi-in,.addi
tion
day sewer t . reatmeqt.', a
'ep#
otyi whFch was obtained
piursuant-to,any to#lg�;"iOMI,Agr-emot�ysnit between the Town
1995,..,
upon:,fhe,fplfqwm- conditions:: .- g�femis2god, �q .pq4,i_
c4pa6ity, is offered
'theCity-hiaY �*bicb
ji���sa.id 32$WgWJ.owpeTday, ofsqwcrt.reatment,aqpa
, JbQW400t"
cbip6iaelfiiAts ofthe',City, `at a rateddilar-&and:
'b'e- in one lwrnJothe. Clbuhvs
4 6 got I
shoOd, City, re -sell any o 3-,2,4 0,-, bi r ti&dtiiied,
capacity lo',anot lier y private developer,
tbeWdc'apad ity� en the, P4 �ole'.4,. County" the; then 'fifty perce 5QP/o),'q
the -excess-- given to
4*by the 0ty !w City "stproxidt tbe
Co -mitho.copy 6f, any
'-&p4gr&emqp4 cc nt aefsfi rsq cvgqlty,.Fflq.

flzat. it entemz wzth "Y'dther eritzt%es, private` evelapers, Nsznesses, OtC iA ar er tc
verify the sale "artzc�unt for saad, 2,4t 4 gallons per dayµsewer, treatment dapacity_
3 Sriiultanejztsly utlithe City',puichase..bf said 32,4f} gallons;>per tray gswer
treatment,capae ty, the :Cityand C®u zty�shatl ,enter,znto 4,formal $ewer Use Agreorne0
substantially tn:sunilar form.to the Viewer Use Agreement by. arid=,betWedh the.Tof
bQro:and:Stanly`Cauntydated.May 16�
44. This ofi#r-.expi es'on Qdbb&'9,, 201 b"'-
Reasa mote that.there'is an oiitstaizdz zg .dffer frtsn the County tei the City fcir ari-additzoriaL
6tl;0ti0 gallons per day Seer:treatnaerzt Capacity inrthe WSWTP': Said 60,Ofl0.gallons issin<
adcl lzon,to;t e y's existing 2�10,(}40 gallons de crzbed:in the first paragraph above and.tbe
32,4t14 gallons of erod zn tli4s._lett r: The leans acid conditzons:ofthe 66600;gallari offer are
deli�eatcd in a letter from =me �o you _dafied 3uiq �`�, 2014'.
Tl e County looks foi yard to vorlf rig with:the City to -facilitate economic growth and
development p Locust.. T-.hq you for;ypur-.partnership in xthisa"matter: §hciuld yoi ,<have arid'
questzons.or eoz cer"ns,,please feel:free to contact �zt a or.�Coiurty 1V W,9. 10 Aricly Lucas.
County ,Board of Connor ssioners

City Qf Locust
Atiddah-, S' -Hik-mMayor
M wd
we
of sewWOpp** capaotiy,ps oy-
res[dences,orbminosseolocaied,i aniy COunty afto-ift"th, ofole
V or.po- City
may be O&chdsed by the C ity4t a4at&df t" d6tisb dive cdlitk- $3'llbs) per gallon t6 6
pawl-jn,,"q l=,I'siampa, toj§e lq- olmtY..'
Q - -60' '0 Th,' tW 0' uf, sewer tCeatmeut,cA#ad y,
resideiim.,or biW*n'mcs 1Qeated ou8sidenly Cuoty fiat wzihia the c"orporatermdts- of
Afteo (M 15
the be��'by
pay 16htd, It,
capacity �o ,a�iotberentiy� prvato developer, business, ego ai a ratelaznuunt 1r� excess caf`
tlae,atnatiant paid to, tW, 06uqy,""b
th .exc ss AM60t iiiiik--ba given to thtQO"ty-,by`theUtyThe-CityTwo,orovi4e:
I Pi cnracts,fur. suer cpactty etc;

that "fi".enters to
in-arder,16
MIper day seer oo,-atm ovoom
fto gaj r,,�o4y-qf.-'�fm , ,19 pq ygr,
__p
substantzlly znsalar:%rzn°fo the Sewer Lase AgreemenYby andbetween theT,6wnoi'
OakVor&iuid Stanly. outiWdated may
5. th 6,forth '(*6liha bf-Envirowenfaod,*�Natuxal Resouce wastewater
,.
sieszgn w rates per I-SANC A,C,.'i02,T 1-
zb Cib -,aitid Sta-all'y"',
the sewed capacty per.indzyrd at wastewaterlsys�mcustMri&
6. Tgus,€1 erleolate;s, aW,,9dW9e" Itid 084- diad6lbythel IQ, ounty* the city *qq
sperclay,sewer- capacity w !,teft Ock, daW luty. 11,5,""
OV
7 This offer e2Lgzreskan
ir
T,h-,b:Cb,ii* tdoU forward tryw-
1
devel6pmontin Stan1, y.C-It
oiMt y., lhok
C , PMtCOMMIT 410'4erS

ppppo"
City
Y Of Locust
Mention: Sieve Wiber.M ayor
1 86 Ray Kennedy Drive:
-Locust; North Carolina 28097
Dear. Mr, Huber;,
3EM
ST. V U, N Tyr,
N LY, C
TE:
I.bob,'TN6R"",AR 'SFR ET,'�;bIi : 1
A LI B E M A '3NORTH qAROLINA
b 06 01
October 8., ION -
In response. to,the.City.,-.of Locqst's,:,(hqrqinafter ref6rred to,,.As "City"}:request for
.4q0tio4q),sewer capacity, p!q4se,Aocept this lette As 8T C 0anty's (hinafter,kef6tred- Was "Cbuhty,") formal offer toithc:'Citv of an additional, 32,490:gallbqs pe day 'sewer treatment
rin.the West: $1anly. Wastewater -Treatment , , atr(h, '-A 'referre as.,4W
papapP11 erem er� r �&to SWTPr,)
ve,Rodd; Oakboro, North. Carolina iWorder tofacilitate economic growth
and; development 4: Locust, The North Carolina Department of DiAiro-nment, an, atutAl:
Resources: wastewater design flowxates..Ter 15A NCAC42 0 114 were al' Wafe".th
sewer capacity Said GO. inaddition
0 ,y, pqdwelling. S g�,IlQns,,pi�rd4ysd,,Wor.trbdthieiit,,i:apAcity�i�'i
to -:the -City's ekistiiig-240,00G, g-41l6hs,,p&r day sewer treatmeALCqpaci,y, -:Which: was obtained
t pursuant to, an Infra-Munici AtAgreement'by and between the of,004bo "O"ajftd the City of
.-P .- - .-r -1-
0 capacity is,oMred,
Locust dated July,,- 5�, -19,95LS4431,4 4,
upon the following terms and conditions:
- , *�ng 'e
I., The:C' ity may capacity s.,y.qf-,�pyyrrtreatment-'whipb
purchase said 32,4-09lop, per-day
shall be r usiness si but h 6
-p-used by b so 100,ated:outsidd Staa ',County- w-ithi -th
corporate, limitsof the'City,,,ut raw -of nine dollars; and fifteen- cepls5)peTg on to;
:
,be,paid in one tamp -sum Davii!7eiit-to..the. .-County.
2-,. ,Should iho-.City rO-ws,6 '00,
11myoftho'd aforesaid gallons, per da:y;dfsewer treatment;
capacity to another entity, ,private .. developer,Inss�Ptq at Vife/amounf-in.excess4,
the:amount paid
d,w the: by tie "said 6apA6ity,then fiftyy-perc 50%,of
the. excessampunt,mus b 'ven-to the-0 f ity., The - st v e
q 0 County City pro idthe
'Countywith.a copy ofAny" and'aU-purdhase4greement% contracts..,.fpr.sewer capacity; pic.,

pppppp-
that it:enters into with :any` other entities, ..ptivEitetdoyelopers businosses:,etc: ,iR.order-..,io
verify'the sale amount for said"3, �*QO�gajjons,pprdqy sewer treatment d
p � . capacity.
-�
3'. SiiiWItaiiebuslyvvith.tlid'City,'s-pitibhdg��0'9914:32,400 gal -ions, per- day of sewer
treatmeacapacity, the: City and, County shallmtor,inio a,formal Sewer. Use AgreqMqO
substantial yin,.similar form fo,the -Sewer 'Use :..A :Agreement by, and,bet Wd&h the Town of
.,gr eme
Oakbor6. and Stdffly �Couhty dated May- 16, 2014.,
4. This -offer -expires .,onOctober "9.201.6.
Please. note that there is aftoutstafid,g'bfih fei from the. Countyto the C ity , for. op -additional.`
,60,060 goon$ pevday sewer -tr e--atment papqqjty inWTP...S"aid 60,0(Q0,,gaMons:is'M
I."
' .theW.S
addition ib,Ahe:,C- ity's existing 240,0OQgallons- described In the fir'st-pa'r'ag-ra'p'h.'A'bove- andthe,
3-2,jOQ gallons off in: this, --jefter, The terms, and dondftiohs�:df 'the 60,060offer are0;
delineatedIn a letter, ftom.me.-to ' you dated July 31,20-141,
The County looks f'orward.to-working the, Qity to :facilitate
economic growth and
development Locust, you for your . Thank, .partnershipthis: matter. Should you. Have Any
questions.�or concerns;.;please �;,;pleak feel -free to contact .,mebr County Manager A_ndy Lucas.
Sincerelxr-
1_Qnyl, ,ony, s, Chairman ,
Stanly qunty,Aoqd..'of Commissioners

'NbRT A ST%ttREE-T;9brrE,`fd
00, L E MORik AROLINA
;t ftyof Locust
-,,- I & A,
Atfenhon Stb Huber,
186Ray Kennedy "XIV
Deaf Mr Huber;,
gfdl'ons,L3C treatment
T gallons,per capacity used by
residences or busmessres toeated.m:StazalyOtOJ`the worp"Aw'. '.Units of the City
may be �Aoji6k gallon to id bythe Aiwbf thiie616Nis6b
purchased
paid in one lump -sum paympnt to the County.,
60
rd—or br lxusinesses located,outside Sanly bounty fiat vvttlxn,'ththe Ciiynay be 'purchased. b -fh cents
beaal 16n-: tb, bebWd intone hidib-AuhibdVm )thbtWrity:
tfi6uI&&dtyId;sd1I Aq of the. afaresau160 M OldiKpei
"b in excess of
capacity* on qrcg privatevs
lho,awowt Pw-1[-wd.ietm"-v--nt, byAO-0"t PON
the:excessAamourittprovide:'*th' County with a„copy of any aridr all.
must, e given to the County ;by-1h
TIM go e qoqjo*, spWefqgp

POV eic- in,zarder'
verify the sate amount°.for..said-_60,000` gallons per day sewer, capacity.,
theTo`wii of
Stably fity. -Aded %y%t*6,, 12614,
.5. Ub Norifi= Cardl Deparkment
bouF .11, 1 " i J design .-wiltbettili --", i " oul.,
rat d disd_g
the sewer :capacity per indivtdttal wastewater system,customer a Cibmits :afid Stably.
counties:,
'to.,
ftc f
an t$w= Y, Q
6.
additional0;000 ons,p e �r, dl*y.'g U 'OiltY
, 5
to
71, pj,
Ttie:Cciunty lot
domitophiont $ianjy
Sincerety,

i
Scheller, Roberto
From: Cesar Correa <[e-mail]>
Sent: Tuesday, January 29, 2019 1:41 PM
To: Basinger, Corey
Cc: Pitner, Andrew; Love, Barry F; Scheller, Roberto; Parker, Tony R
Subject: RE: [External] Fwd: I/I Reduction Program
Hi Corey,
Thanks for getting back to us. I know it's a sensitive situation, and we want to be mindful of all parties concerned. I imagine it's going to take some time, after
tomorrow's meeting, for you and your staff to make a determination. I would appreciate if you could keep me posted as soon as information is available, and as
soon as DENR is prepared to accept new FTSE applications from Locust.
Thank you.
Cesar Correa, MPA
City Administrator
City of Locust
186 Ray Kennedy Drive
Locust, NC 28097
P. 704-888-5260 ext. 101
[e-mail]
From: Basinger, Corey <[e-mail]>
Sent: Tuesday, January 29, 2019 1:20 PM
To: Cesar Correa <[e-mail]>
Cc: Pitner, Andrew <[e-mail]>; Love, Barry F <[e-mail]>; Scheller, Roberto <[e-mail]>; Parker, Tony R
<[e-mail]>
Subject: RE: [External] Fwd; 1/1 Reduction Program
Cesar,
My apologies for the delay in my response.
As you are well aware, this is a complex situation.

We have reviewed the detailed information you provided in your email. At this time, and until we complete our evaluation of the entire collection system and
` wastewater treatment facility's current treatment capacity, we will be unable to provide the City of Locust a definitive answer on what the timeline may look like
with respect to accepting new Fast Track Sewer Extension (FTSE) permit applications.
We are meeting with Stanly County Utilities and the Division of Water Infrastructure staff tomorrow (Wed, 30th). We hope to learn at this meeting pertinent
information relative to the existing WWTP's current treatment capacity. This information is integral to us in order to determine whether or not there is existing
treatment capacity at the WWTP that will allow us to accept, review and potentially issue new sewer extension permits. Once we have this information, clearly
understand the timelines of the upgrade project, and discuss findings with the Director, we will be better equipped to provide a more detailed answer to your
specific requests.
Again, thanks for your continued patience in this matter and I will be back in touch with you following the conclusion of our evaluation.
Regards,
Corey
W. Corey Basinger
Regional Supervisor
Division of Water Resources
Mooresville Regional Office
Department of Environmental Quality
Chairman
Water Pollution Control System Operators Certification Commission
704-235-2194 office
[e-mail]
Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, NC 28115
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

From: Cesar Correa <[e-mail]>
Sent: Wednesday, January 23, 2019 7:56'AM
To: Basinger, Corey <[e-mail]>
Subject: Re: [External] Fwd: 1/1 Reduction Program
Thank you sirl
Cesar Correa, MPA
City Administrator
City of Locust
186 Ray Kennedy Drive
Locust, NC 28097
P. 704-888-5260
[e-mail]
On Jan 23, 2019, at 07:54, Basinger, Corey <[e-mail]> wrote:
I will review the information you submitted and discuss with staff. I will provide you with a response no later than the end of this.week (Friday,
25th).
Thanks for your patience while we review the information.
Corey
W. Corey Basinger
Regional Supervisor
Division of Water Resources
Mooresville Regional Office
Department of Environmental Quality
Chairman
Water.Pollution Control System Operators Certification Commission
704-235-2194 office
corey.basingerAncderingov
3

Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, NC 28115
<image001.png>
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Cesar Correa <[e-mail]>
Sent: Tuesday, January 22, 2019 3:07 PM
To: Basinger, Corey <[e-mail]>
Cc: Scott Efird' <[e-mail]>; Scheller, Roberto <[e-mail]>; Tim Flieger <[e-mail]>
Subject: RE: [External] Fwd: 1/1 Reduction Program
Importance: High
Hi Corey, I hope you had a Merry Christmas and a Happy New Year!
Last time we spoke, you mentioned that Stanly County Utilities would be submitting an update report on the status of the WSTP improvements.
I spoke with Duane Wingo, Utilities. Director earlier this year who informed me they are expecting to bid the project in March 2019 with an
anticipated project completion date of June 2020.
I wanted to follow up on our conversation late 2018 regarding new sewer extension permits. As I mentioned, there are 3 developers who are
ready to move forward with new permits. I .told them in 2018 that I was waiting on instruction from DENR as to how to proceed. For the
purposes of our conversation and for your information, I requested a timeline for their projects. Here is what we have before us:
1. True Homes @ Whispering Hills:
a. Amenity Center engineered and ready to be permitted. The permit calls for 1,130 GPD, and is scheduled to be built in
conjunction with phase 3.
b. Phases 3 & 4 are also engineered and ready to be permitted. That's a total of 113 single family homes between both phases for
an anticipated 54,240 GPD permit. However, phases could be permitted separately if needed. They would like to start the
infrastructure improvements next month (or as soon as possible) to pull the first permits in May 2020, with the first Certificate
of Occupancy issued September 2020. They are currently building phases 1 & 2 which will keep them busy in 2019 and early
2020.
2. Meadow Creek Village Phase 2:

a. This project was actually permitted in the early 2000s, but the permit was amended and the flow was allocated elsewhere.
There is a total of 92 sites available, of which 62 have the infrastructure tested from the previous developer. The (local) builder,
is looking to get started with the first 40 sites (14,400 GDP permit) in 2019. Their timeline calls for infrastructure improvements
to start as early as possible, to begin pulling permits for new homes in May 2019, with the first Certificate of Occupancy issued
September 2019. We anticipate this builder selling 1-2 homes/month.
3. Meadow Creek Church Road —New Subdivision:
a. Anew subdivision with'38 homes (13,680 GPD permit) is being engineered as we speak. We believe the developer will be ready
to permit it by spring. We anticipate them finishing infrastructure improvements in July/August 2019, and the first Certificate of
Occupancy issued in November/December 2019. This builder is just finishing another subdivision in Locust. They will build the
same product, and they average 10 homes per year.
Given the WSTP improvement timeline and the timeline of the projects mentioned above, we would like to submit these permits in 2019 for
approval so that developers may begin installing the new infrastructure. Please let me know your thoughts as we know this is a sensitive matter.
I appreciate your time and I look forward to chatting with you soon
Thank you
Cesar Correa, MPA
City Administrator
City of Locust
186 Ray Kennedy Drive
Locust, NC 28097
P. 704-888-5260 ext. 101
[e-mail]
From: Basinger, Corey <[e-mail]>
Sent: Wednesday, December 19, 2018 1:57 PM
To: Cesar Correa [e-mail]>
Subject: RE: [External] Fwd: 1/1 Reduction Program
Ok, no problem.
CB
W. Corey ,Basinger
Regional Supervisor

Division of Water Resources
Mooresville Regional Office
Department of Environmental Quality
Chairman
Water Pollution Control Systems Operator Certification Commission
704-235-2194 office
corey.basinger(-ricderingov
Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, NC 28115
<image003.png>
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Cesar Correa <[e-mail]>
Sent: Wednesday, December 19, 2018 1:57 PM
To: Basinger, Corey <[e-mail]>
Subject: Re: [External] Fwd: 1/1 Reduction Program
AUT16N Report Spam.
I'm actually out on paternity leave until January 2nd but still working from home a bit. I will call you in a few minutes before you head out for
Christmas break.
Thank you sir. -
Cesar Correa, MPA
City Administrator
City of Locust
186 Ray Kennedy Drive
Locust, NC 28097
P. 7047888-5260
[e-mail]
6

On Dec 19, 2018, at 13:55, Basinger, Corey <[e-mail]> wrote:
I am available today until 4pm and then will be away from the office until Jan 2nd
If you do not have time today, you may speak with Barry Love 704-235-2143 or Andrew Pitner 704-235-2180 tomorrow or
Friday.
Thanks,
Corey
W. Corey Basinger
Regional Supervisor
Division.of Water Resources
Mooresville Regional Office.
Department of Environmental Quality
Chairman
Water Pollution Control Systems Operator Certification Commission
704-235-2194' office
corey.basinger(a7ncdenr.gov
Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, NC 28115
<image001.png>
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Cesar Correa <[e-mail]>
Sent: Wednesday, December 19, 2018 1:45 PM
To: Basinger, Corey <[e-mail]>
Subject: [External] Fwd: 1/1 Reduction Program
.tpN Report Spam.
7

Hi Corey,
I wanted to follow up and let you know that we're already making progress in our 1/1 reduction program. We are committed in
working to reduce 1/1 as much as we possibly can. We will make these repairs immediately and we will continue working on
identifying other 1/1 sources.
If you're available tomorrow I'd like to get some guidance regarding a sewer extension permit. Would you be available for a
quick phone call?
Thanks.
Cesar Correa, MPA
City Administrator
City of Locust
186 Ray Kennedy Drive
Locust, NC 28097
P. 7047888-5260
[e-mail]
Begin forwarded message:
From: Tim Flieger <[e-mail]>
Date: December 19, 2018 at 12:11:35 EST
To: Cesar Correa <[e-mail]>
Subject: 111 Reduction Program
Good afternoon Cesar,
Recently during routine 1/1 investigation efforts, we discovered a fairly sizable (volume) source at CVLS#4. The 1/1
was located in the valve box. It was here that we determined that there was a failure in the concrete which was
allowing groundwater to bleed in the valve box which then drained into the wet well. I immediately
contacted/scheduled a concrete repair contractor to come out and assess the repair. They visited the site this
morning and I'm now awaiting a repair quote. I'll keep you posted.
Tim
Timothy C Flieger
Director of Public Works
City of Locust
8

186 Ray Kennedy Drive
Locust, NC 28097
P: [phone].EXT 107
F: [phone]
W: [e-mail]
<image003.jpg>