WQ0040616_Application_20190205

Central Files: APS _ SWP
2/5/2019
Permit Number WQ0040616
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
ori.tuvia
Coastal SWRuIe
Permitted Flow
10,800
Facility
Facility Name
Poplar Pointe Townhomes
Location Address
Owner
Owner Name
Poplar Pointe Townhomes LLC
Dates/Events
Permit Tracking Slip
Status
Project Type
Active
New Project
Version
Permit Classification
1.00
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Mooresville
County
Cabarrus
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Mark Boyce
2649 Brekonridge Centre Dr
Unionville NC 28110
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
2/5/2019 1 /31 /2019 2/5/2019 2/5/2019
Regulated Activities Requested /Received Events
Condominium Additional information requested 2/4/19
Wastewater collection Additional information received 2/4/19
Outfall
Waterbody Name Streamindex Number Current Class Subbasin

M
YARBROUGH -WILLIAMS & HOULE, INC.
Planning • Surveying • Engineering
NCBELS C-0475
SC COA332
January 31, 2019
NCDEQ/DWR
Mooresville Regional Office
Water Quality Section
610 E. Center Avenue
Mooresville, North Carolina 28115
Project Narrative:
8" Private Gravity Sewer Trunk to Serve Poplar Pointe Townhomes
The project consists of the extension of an 8" private gravity sewer trunk for 604 feet within the
Poplar Pointe Townhome project serving 30 townhome lots within the Poplar Woods
Subdivision within the limits of the City of Concord. The proposed subdivision is served by an
existing 8" water line located at Poplar Woods Drive. The Water and Sewer Authority of
Cabarrus County has agreed to accept the flow generated by this sewer extension. The package
contains the following items:
➢ Fast Track Application (FTA 04-16)- 1 original, 1 copy
➢ Cover Letter
➢ Application Fee $480.00
➢ Flow Tracking/Acceptance Form (FTSE 04-16)
➢ Site Maps
➢ DEV Operational Agreement Form
➢ Engineering Plans- 2 copies
If you should have any questions or need any additional information, feel free to give me a call.
Sincerely,
W�
Vincent G. Keene PE
Vice President
730 Windsor Oak Court, Charlotte, NC 28273 • P.O. Box 1198, Pineville, NC 28134 • 704.556.1990 • fax 704.556.OS05

DWR State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:( (to be completed by owR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Poplar Pointe Townhomes. LLC (company, municipality, FICA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Mark Boyce per 15A NCAC 02T 0106(b)
Title: Partner
4. Applicant's mailing address: 2649 Brekonridge Centre Dr.
City: Monroe State: NC Zip: 28110
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
com
II. PROJECT INFORMATION:
1. Project name: Poplar Pointe Townhomes
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00_ and issued date: _
If new construction but part of a master plan, provide the existing permit number: W000_
3. County where project is located: Cabarrus
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.240 Longitude: -80 430
5. Parcel ID (if applicable): 4680-78-8587
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
1. Professional Engineer: Vincent G. Keene PE License Number: 17637
Firm: Yarbrough -Williams & Houle. Inc
Mailing address: PO Box 1198
City: Pineville State: NC Zip: 28134-
Phone number: (704) M6-1990 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Rocky River Permit Number: NCO036269
Owner Name: Water and Sewer Authority of Cabarrus County_
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ_ Downstream (Receiving) Sewer Size: 8" inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): _
FORM: FTA 04-16 Page I of 5

Vl. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No NN/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
N Yes ❑No ❑N/A
3. If the Applicant is a Home/Property Owners' Association. has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No NN/A
4. Origin of wastewater: (check all that apply):
N Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
Industrial (See 15A NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes ❑ No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(D)
Daily Design Flow ° ^
No. of Units
Flow
Residential Townhomes
360 gal/Day
30
10800 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
10800 GPD
a See 15A NCAC 02T .0114(b). (d). (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 10800 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

Tuvia, Ori A
From:
Vince Keene <[e-mail]>
Sent:
Monday, February 04, 2019 1:24 PM
To:
Tuvia, Ori A
Subject:
[External] RE: Poplar pointe townhomes
Yes, 3 bedroom townhomes.
Vincent G. Keene, P.E.
Yarbrough -Williams & Houle, Inc.
730 Windsor Oak Court (28273)
Charlotte, North Carolina
Mail to:
P.O. Box 1198
Pineville, NC (28134)
Mob [phone]
Phone [phone]
Fax [phone]
From: Tuvia, Ori A <[e-mail]>
Sent: Monday, February 4, 2019 1:18 PM
To: Vince Keene <[e-mail]>
Subject: Poplar Pointe townhomes
Good afternoon Vince,
I was reviewing the subject fast track application and wanted to confirm that the 30 townhomes will be 3 bedroom
homes.
Sincerely,
Or[ Tuvia
Environmental Engineer
NC DEQ / Division of Water Resources
610 East Center Avenue
Mooresville, NC 28115
Direct Line: [phone] Fax: [phone]
Ori.tuvia(a)ncdenr.pov
'" Nothing Compare
Emo? l cot resperidei'ce to aild froml toil addless :s s a-• if:Ct tu ffie
Nortp Carolina ! at " and rn_ly+ up, (J!sclostd to it%7rd r&Ijey.

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 604 PVC
➢ Section lI & IH of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
Vlll. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: 0Longitude:
3. Design flow of the pump station: _ millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B).*
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(o):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & (e) ® Yes ❑ No
➢ 15A NCAC 02T.0305(fl contains minimum separations that shall be orovided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class li impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top sloe of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(e) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webnaee
➢ If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ®Yes ❑ No ❑ N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No ❑ N/A
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer PermittingBranch
ranch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Station
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
2.
104�M=
If No, complete and submit the Variance/Altemative Design Request application (VADC 10-14) and supporting documents for
review.
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. 1 further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misde(eanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. -
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1. IoArk apyee , Mav,"U
name & title from Application Item 1.3.)
that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. 1 will make no claim against the Division of Water Resources should a condition
of this permit be violated. 1 also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Dater/8
FORM: FTA 04-16 Page 5 of 5

TiTH C A R O L I N A
Performanre Living
., +d8714IMa01111
Poplar Pointe Townhomes, LLC
Mr. Mark Boyce, Manager
2649 Brekonridge Centre Dr.
Monroe, NC 28110
P) 980-313-3361
Jeff [e-mail]
635 Alfred Brown Ir Court
January 16, 2019
SUBJECT: City of Concord Willingness to Serve
Private Wastewater Collection System Extension/Modification
P.O. Box 308, Concord, NC 28026-..concordnc.goc
City of Concord Project Title: Poplar Pointe Townhomes Private Sewer Extension
City of Concord Project # 2018-039
Receipt Date: January 10, 2019 (WSACC Response dated January 4, 2019)
December 1, 2018 (Drawings)
Engineering Plan Seal Date: August 29, 2018
WSACC Rocky River WWTP — NCO036269
of Concord, Cabarrus County, North Carolina
Dear Mr. Boyce:
This letter is to confirm that on November 19, 2018, our office received the Poplar Pointe
Townhomes Private Sewer Extension engineering plans and specifications, a digital copy of the
engineering plans, and private wastewater collection system application, as prepared and sealed by Vince
G. Keene, NCPE, NCPE, with Yarbrough -Williams & Houle, Inc., for the private wastewater collection
system extension consisting of approximately 604 linear feet of 8-inch sanitary sewer with 6 manholes
and other appurtenances to serve 30 townhouse units, located off of Poplar Woods Dive and Poplar Tent
Road, with a domestic wastewater discharge of 10,800 GPD.
The City of Concord's public wastewater collection system has the capacity to accommodate the
estimated total average wastewater discharge of 10,800 GPD based on the information indicated on the
NCDENR Fast Track application for the project. The City of Concord, however, will not guarantee the
acceptance of any additional requests, revisions, deficiencies, or expansions that were not included in the
consulting engineer's submitted engineering plans, specifications, reports, and/or calculations associated
with this private system.
THE CITY OF CONCORD AND ITS STAFF ARE NOT RESPONSIBLE FOR ERRORS
IN DESIGNS, CALCULATIONS, DRAWINGS OR STATEMENTS SUBMITTED BY
APPLICANTS, THEIR TECHNICAL CONSULTANTS, SURVEYORS OR ENGINEERS. THE
CITY OF CONCORD AND ITS STAFF ARE NOT RESPONSIBLE FOR FINDING OR
CORRECTING ANY ERRORS OR DEFICIENCIES IN PLANS SUBMITTED TO THE CITY
OF CONCORD FOR REVIEW AND APPROVAL. THE CITY OF CONCORD DISCLAIMS
ANY LIABILITY FOR ERRORS CONTAINED IN PLANS SUBMITTED TO THE CITY OF
Engineering
Phone [phone] • Fax [phone]

CONCORD. THE SIGNATURE OF THE CITY OF CONCORD ENGINEER MAY NOT BE
RELIED UPON TO ESTABLISH ANY DUTY OR RELATIONSHIP (SUCH AS A THIRD
PARTY BENEFICIARY) WITH ANY PARTY USING THIS PLAN OR DRAWING. PARTIES
USING THIS DOCUMENT SHOULD CONDUCT THEIR OWN REVIEW AND ANALYSIS
FOR MAKING A DECISION IN RELIANCE ON THIS DOCUMENT.
This letter shall not be construed as an Authorization to Construct by the City of Concord. All
applicable permits associated with this project must be obtained and copies must be presented on site
prior to commencement of the work.
IMPORTANT: Poplar Pointe Townhomes, LLC, must submit a copy of the NCDENR-Division
of Water Quality, Non -Discharge approval letter and authorization to construct permit and a copy of the
engineer's final certification to the City of Concord prior to interconnection with the City of Concord's
public wastewater collection system. The City of Concord must be present to observe the connection of
this private system, in order to meet the Standard Specifications for Wastewater Collection and Water
Distribution for Cabarrus County. Contact Gary Stansbury, Construction Administrator, at (704) 920-
5404 at least 48 hours prior to the initiating system connection.
Construction of the private wastewater collection system project shall be in accordance with 15A
NCAC 02T.0300; The Division of Water Quality's Gravity Sewer Minimum Design Criteria adopted
February 12, 1996, as applicable. This does not constitute an acceptance of any part of the project that
does not meet North Carolina Administrative Code Title 15A 02T.0300, as applicable. Failure to comply
may result in penalties in accordance with North Carolina General Statute §143-215.6A through §143-
215.6C, construction of additional or replacement facilities, and/or referral of the North Carolina -
licensed Professional Engineer to the licensing board.
Please be aware that the City will not assume any responsibility for the operation and
maintenance of the subject private wastewater collection system that is located on the property beyond
the public utility easement/rights-of-way.
Poplar Pointe Townhomes, LLC, will be responsible for complying with the regulatory
requirements in accordance with North Carolina Administrative Code Title 15A 02T.0300, the
maintenance and operation of the private wastewater collection system, and obtaining the required permit
approvals associated with the private wastewater collection system. Please review this section of the
Administrative Code prior to submitting your application to the State. If the permit applicant is unable to
perform all of the operation and maintenance duties required by the State's Administrative Code, a
private wastewater collection system extension should not be requested.
The City reserves the right to disconnect the subject wastewater collection system and potable
water service from the City of Concord's public system if improper operation and maintenance of the
private system violations of any Federal, State or local regulations, ordinances, or policies.
After the private wastewater collection system has been constructed and prior to water service
activation, Poplar Pointe Townhomes, LLC must complete the NCDENR DWQ regulatory requirements
in accordance with North Carolina Administrative Code 15A NCAC 2T for final approval and Poplar
Pointe Townhomes, LLC's engineer must certify that the private wastewater collection system has been
installed in accordance with North Carolina Administrative Code 15A NCAC 2T. A copy of the

engineer's certifications, private system final approval/acceptance letter, and correspondences, as
applicable must be submitted to the City of Concord.
Sincerely,
City of Concord
Sue Digitally signed
by Sue Hyde
Hyde Date.2O19.O1.17
17:23:01-05'00'
M. Sue Hyde, PE
Director of Engineering
Date
Attachments: WSACC Approval Letter
FTSE-01/14 signed by Sue M. Hyde on 12/13/2018
FTSE-01/14 signed by Timothy R. Kiser on 1/4/2019
Electronic cc:
Project #2018-039
Yarbrough -Williams & Houle, Inc.
Vince G. Keene, NCPF.
PO Box 1198
Pineville, NC 28134
P) [phone]
vincek rt y-wh.com
Sincerely,
City of Concord
f"a.
Thomas A. Bach, PE
Engineering Manager
Water Resource
I/IA/i9
Thomas A. Bach, Engineering Manager, Wastewater Resources, [e-mail]
Gap, Stansbury, Construction Administrator, stansburyg ❑ concordnc.gov
M. Sue Hyde, Director of Engineering, hydes a concordne gov
Date

WSACC
MINIM • WhAll0wor • 004 01:2W1
Mr. Lloyd Payne
City Manager
City of Concord
P.O. Box 308
Concord, NC 28026-0308
January 4, 2019
Subject: Flow Acceptance Request - City of Concord
Poplar Point Townhomes Private Sewer Extension
Dear Mr. Payne:
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
232 Davidson Hwy.
Concord, NC 28027
704.786,1783 4 704.795.1564 Fax
www.wmcc.org
This is a notice of capacity for the flow acceptance request received by the Water and Sewer Authority of Cabarrus County
(WSACC) from the City of Concord on December 13, 2018. WSACC has or will have capacity at the Rocky River Regional
Wastewater Treatment Plant and appropriate sewer interceptors to transport and treat the domestic wastewater from the
proposed project entitled Poplar Point Townhomes Private Sewer Extension, located off Poplar Tent Road. The referenced
project will serve 30 twnhomes, with a projected flow of 10,800 gallons per day (gpd). The wastewater generated by this
project will be conveyed through a proposed gravity system, through an existing gravity system, and then enter WSACC's
system at the existing 36-inch Rocky River Interceptor. WSACC acknowledges it has or will have capacity for wastewater
from the proposed development based on information provided by Yarbrough -Williams & Houle, Inc. (Civil Engineer for the
project) using North Carolina Department of Environmental Quality (NCDEQ) wastewater flow guidelines.
The WSACC Capital Improvement Program (CIP) has been on pay as you go since Fiscal Year 2005 — 2006, funding Capital
Projects entirely from Capital Reserves, and WSACC expects to continue this policy into the future. Projects on the CIP are
subject to approval by WSACC's Board of Directors, support from local governing bodies, regulatory approval, and funding
availability. The list and schedule of CIP projects are tentative and are revised periodically to reflect changing conditions and
needs.
If construction of this project does not commence within two (2) years of the date of this notice, the notice is rescinded and a
second request and notice will be required before flow capacity is accepted. Please notify WSACC, in writing, when
construction of this project is initiated. This sewer capacity allocation may also be cancelled pursuant to the conditions set
forth in the WSACC Sewer Allocation and Commitment Policy.
Please note treat the final commitment to service to provide wastewater treatment services shall occur upon applicatlon for
a building permit for the project and when system developmem fees are paid pursuant to N.CC.S. §161A, Article 8.
If you have any questions, please call me at [phone], extension 104.
Sincerely,
J. Thomas Hahn, PE
Utility Systems Engineer
cc: Sherri Moore/Concord
Vince G. Keene, PE/Yarbrough-Williams & Houle, Inc.
Michael Wilson/WSACC
Tim Kiser, PEIWSACC
Chad VonCannon, PEIWSACC
Mark Lomax/WSACC

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
Private Sewer
Jurisdiction Requesting Flow Acceptance: Date: December 1, 2018
®City of Concord ❑City of Kannapolis ❑Town of Harrisburg ❑Town of Mt. Pleasant
❑Charlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title: Poplar Point Townhomes Private Sewer Extension —(CoC Proiect #2018-039)
aovurtenances to serve 30 townhouse units. located off of Poplar Woods Dive and Poplar Tent Road, with a domestic
wastewater discharge of I0.8 00 GPD.
"Number of Lots: OR "Number of Units: 30 "Must be included in request.
Where will the new line be connected:
❑ Directly into a WSACC Interceptor
® Into the Jurisdiction's existing collection system
❑ Into a private line
Describe the location of the tie-in line to which the new sewer line will connect: The proposed private 8-inch sanitary
sewer extension will tie-in to the proposed Poplar Point Townhome public 8-inch and the Citv's existing 8-inch sanitary
sewer system. which extends to the 36-inch PVC WSACC Rocky River Interceptor
Which WSACC Interceptor will the Dow ultimately be discharged Into: 36-inch PVC WSACC Rockv River
Interceptor
What is the WSACC manhole number that the Dow will be discharged into? +/- Node 011779
What is the quantity of flow that will be discharged? 10 800 GPD
Flow type:
® Domestic 100 % ❑ Commercial % ❑ Industrial _ %
Name of wastewater treatment facility (W WTF) receiving wastewater:
® Rocky River Wastewater Treatment Facility — Permit #NC0036269
❑ Muddy Creek Wastewater Treatment Facility— Permit #NC0081621
Design drawings of new lines will be submitted to WSACC with the request for acceptance. Drawings can be submitted
as a digital file (DWG) or distance and bearing starting with the tap on existing infrastructure.
If the new line is to connect directly into a WSACC interceptor, detailed drawings including specification of the tap, will
be required before Dow acceptance will be provided.
Mark Lomax at 704-786-1783, ext. 231, must be notified 48 hours in advance of a connection into a WSACC interceptor.
WSACC will inspect connection before, during, and after completion.
if construction is not started within two (2) year from the date of approval of the flow acceptance for this project, the
approval is rescinded and a second request and approval will he required for the project.
WSACC USE ONLY: DATE: 0;-�
❑ Current sewc�del show,$ an Interceptor as being surcharged south of the manhole in question.
)✓ Approved liiy,• Ai Al4lJ ❑ Not Approved
❑ Current Sewer Model shows: S_NaFLC.iV r r'ArVJs fAPALITY Ma. 10 1W00 (rAtco•-+S
T IN j)a-tY PEa DA`r A AVE'A t F t Glot,+ fvN D n J iI

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
Division of Water Resources (FTSE-04/16)
(WSACC USE ONLY) Poplar Point Townhomes Private Sewer Extension
Section I. Name of wastewater treatment facility (W WTF) receiving wastewater:
® Rocky River Wastewater Treatment Facility - Permit #NC0036269
❑ Muddy Creek Wastewater Treatment Facility — Permit #NCO081621
WWTP facility's permitted flow, MGD 26.500
Estimated obligated flow not yet tributary to the WWTP, MGD 2.810
WWTP facility's actual avg. daily flow, MGD 17.040 (64.30% of permit)
Total flow for this specific request, MGD 0.011
Total actual and obligated flows to the facilitv. MGD 19.861
Percent of permitted flow used 74.95%
Section II. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
(A)
(B)
(C)
(D)-(B+Q
(E)-(A-D)
Pump Station
Film Capacity •
Design Average Daily Flow ••
Approx. Current
obligated, Not Yet
Total Current Flow
Available
(Name or Number)
MGD
(FirMpf)
Average Daily Flow
Tributary Daily Flow
Plus Obligated Flow
Capaity„
MGD
MCD
MGD
MGD
MGD
Lower Rocky River PS
37.000
14.800
8.290
2.123
10.413
4.387
• The Firm Capacity of any pump station is defined as the maximum pumped now that can be achieved with the largest pump taken oat of service.
••Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor not Ins than 2.5.
•••A Planning Assessment Addendum shall be attached for each pump station located between the project mmmection point and the WWTP where Available Capacity is <0.
Section III. WSACC Certification Statement:
1, J. Thomas Hahn. PE, certify to the best of my knowledge that the addition of the volume of wastewater to be permitted
in this project has been evaluated along the route from the connection to the WSACC interceptor to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity related sanitary
sewer overflows or overburden any downstream pump station en route to the receiving treatment plant under normal
circumstances, given the implementation of the planned improvements identified in the planning assessment where
applicable. This analysis has been performed in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Section 1 and Section 11 plus all attached planning
assessment addendums for which I am the responsible party. Signature of this form indicates WSACC's guarantee of
capacity for this wastewater flow. Notwithstanding the guarantee of capacity, WSACC does not make a commitment to
service this wastewater flow until a building permit is requested through the Cabarrus County Building Inspections
Department and WSACC receives payment of the System Development Fee. , ,
Signing Official Signature

DWRState of North Carolina
Department of Environmental Quality
Division of Water Resources Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —01 / 14)
(JURISDICTION USE ONLY)
Poplar Point Townhomes Private Sewer Extension —Project 92018-039
Jurisdiction Requesting Flow Acceptance for Collection System:
®City of Concord []City of Kannapolis ❑Town of Harrisburg ❑Town of Mt. Pleasant
❑Charlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title: Poplar Point Townhomes Private Sewer Extension — (CoC Proiect 42018-039)
Description: The Poplar Point Townhomes Private Sewer Extension engineering plans and specifications, as prepared and
sealed by Vince G. Keene, NCPE, with Yarbrough -Williams & Houle, Inc., for the private wastewater collection system
extension consisting of approximately 604 linear feet of 8-inch sanitary sewer with 6 manholes and other appurtenances to
serve 30 townhouse units, located off of Poplar Woods Dive and Poplar Tent Road, with a domestic wastewater discharge of
10,800 GPD.
What is the quantity of Dow that will be discharged? 10,800 GPD
Flow type:
® Domestic 100 %n ❑ Commercial % ❑ Industrial %
Section I - List the Jurisdiction's pump stations located between the project connection point and the WSACC
Interceptor connection point.
(A)
(D)
(C)
(D)—(6±C)
(E)=(A-D)
Pump Station
Firm Capacity "
Design Average Daily Flow ""
Aprons Current
Obligated, Not Yet
Total Current Flow
Available
(Name or Number)
MGD
(Fampif)
Average Daily Flow
Tributary Daily Flow
Plus Obligated Flow
Capacity—
MGD
MGD
MGD
MGD
MGD
N/A
* The Firm Capacity of any pump station is defined as the maximum pumped flaw that can he achieved with the largest pump taken act of service.
"•Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor not less than 2.5.
'**A Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the wwTP where Available Capacity is <0.
Section It. Jurisdiction's Certification Statement:
I, M. Sue Hyde, certify that, to the best of my knowledge, the addition of the volume of wastewater to be permitted in this
project has been evaluated along the route to the receiving WSACC interceptor; and the flow from this project is not
anticipated to cause any capacity related sanitary sewer overflows or overburden on any downstream pump station in route to
the receiving WSACC interceptor normal circumstances, given the implementation of the planned improvements identified in
the planning assessment where applicable. This analysis has been performed in accordance with local established policies and
procedures using the best available data. This certification applies to those items listed above in Section I plus all attached
planning assessment addendums for which, to the best of my knowledge, will not adversely affect the downstream sewer
capacity. Signature of this form indicates acceptance of this wastewater flow.
Digityde
Sue Hvde Datea21018.12.13125016
Jurisdiction's Signing Official Signature Date
Revision Date: 08/09/13

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STATE OF NORTH CAROLINA
COUNTY OF
Permit No.
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this day of
by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
, a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in Cabarrus County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as Poplar Pointe Townhomes (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the (Unit Owners' Association) (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the State
of North Carolina, for the purpose, among others, of handling the property, affairs and business of the
Development; of operating, maintaining, re -constructing and repairing the common elements of the lands
and improvements subject to unit ownership, including the Disposal System; and of collecting dues and
assessments to provide funds for such operation, maintenance, re -construction andrepair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly constructed,
maintained and operated in accordance with law and permit provisions in order to protect the quality of the
waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Resources has inspected and approved of the facilities. In order to change the name
of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility for
the operation and maintenance of its Disposal System until a permit has been reissued to the DEVELOPER's
successor.

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance expenses,
the Declaration and Association Bylaws shall provide that a fund be created out of the common expenses.
Such fund shall be separate from the routine maintenance funds allocated for the facility and shall be part
of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction, repair,
and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for special
assessments to cover such necessary costs. There shall be no limit on the amount of such assessments, and
the Declaration and Bylaws shall provide that such special assessments can be made as necessary at any
time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit mayrequire as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the continued
proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall provide in the
Association Bylaws that the Association shall not enter into voluntary dissolution without first having
transferred its said system and facilities to some person, corporation or other entity acceptable to and
approved by the COMMISSION by the issuance of apermit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
Linda Culpepper
Interim Director, Division of Water Resources
(Date)
PoP1#&7 Poi,s-T� �'Pw�4idMfy LLG.
NameofDEVELOPER
By:
(Signature)
Af-&-E 6o7zc/ /'04!o_pfi
Print Name and "Title

M
YARBROUGH —WILLIAMS & HOULE, INC.
Planning • Surveying • Engineering
NCBELS C-0475
SC COA332
CALCULATIONS FOR SANITARY SEWER FLOW
Ito] :0
POPLAR POINTE TOWNHOMES
30 single family homes x 360 gpd/single family home = 10,800 gpd
730 Windsor Oak Court, Charlotte, NC 28273 • P.O. Box 1198, Pineville, NC 28134 • 704.556.1990 • fax [phone]

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Add Entity to My Email Notification List • View Filings • Print an Amended a Annual Report form • Print a
Pre -Populated Annual Report form
Business Corporation
Legal Name
Dependable Development, Inc.
Information
Sosld: 1523930
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 6/13/2016
Fiscal Month: December
Registered Agent: Hinson, Wesley S
Addresses
Mailing Principal Office
2627 Brekonridge Centre Dr Ste 104 2627 Brekonridge Centre Dr Ste 104
Monroe, NC 28110 Monroe, NC 28110
Reg Office Reg Mailing
309 Post Office Dr 309 Post Office Dr
Indian Trail, NC 28079 Indian Trail, NC 28079
Officers
President
David Cuthertson
2627 Brekonridge Centre Dr Ste 104
Monroe NC 28110
Stock

Class: Common
Shares: 1000
No Par Value: Yes

North Carolina Secretary of State Search Results
Page 1 of 1
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Add Entity to My Email Notification List • View Filings • Print an Amended a Annual Report form • Print a
Pre -Populated Annual Report form
Limited Liability Company
Legal Name
Poplar Pointe Townhomes, LLC
Information
Sosld: 1700891
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 5/9/2018
Registered Agent: Hinson, Wesley S.
Addresses
Mailing
2627 Brekonridge Centre Dr
Monroe, NC 28110
Reg Mailing
309 Post Office Dr
Indian Trail, NC 28079
Company Officials
Principal Office
2627 Brekonridge Centre Dr
Monroe, NC 28110
Reg Office
309 Post Office Dr
Indian Trail, NC 28079
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
https://www.sosne.gov/online_services/search/Business_Registration_Results 1/31/2019