WQ0042507_Application_20210510

RECEIVED/NCDEQ/DWR
DWR
Division of Water Resources
State of North Carolina
MAY I O 202i Department of Environmental Quality
WOROS Division of Water Resources
WIOORESY +1.03I IRCEAST TRACK SEWER SYSTEM EXTENSION AP.ICATION
FTA 04-16 & SUPPORTING lie
Application Number: w`t' . l(to be completed by DWR)
All items must be completed or the application will be returned WQRO
MOORESVILLE REGI. AL OFFICE
I. APPLICANT INFORMATION:
NCDEQ
AP
2021
1. Applicant's name: TSH Development Company, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Thomas Holderby per 15A NCAC 02T .0106(b)
Title: Owner
4. Applicant's mailing address: 1101 Ivey Rd
City: Graham State: NC Zip: 27253-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Weddington Ridge Apartments
2. Application/Project status: ® Proposed (New Permit)
RECEIVED/NCDEQ/DWf
MAY 102u
WQROS
MOORESVILLE REGIONAL OFFICE
❑ 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: WQ00
3. County where project is located: Cabarrus
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.3727° Longitude: -80.7000°
5. Parcel ID (if applicable): 45992618780000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Robert Cash License Number: 033448
Firm: CESO, Inc
Mailing address: 2800 Corporate Exchange Drive, Suite 160
City: Columbus State: OH Zip: 43231-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Rocky River Wastewater Treatment Facility Permit Number: NC0036269
Owner Name: City of Concord
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls)
Residential Leased ❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ 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. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ® No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
Residential Rental Unit
log
2- bri)
120 gal/bedroom
288
34560 GPD
Swimming Pool
36
ID t "
10 gal/Person
25
250 GPD
Clubhouse
60 gal/Person
25
1500 GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
°0 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., m?ri ow 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.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
1558
PVC
➢ Section II & III 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
VIII. 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: . Longitude: -
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
5. Summarize the force main to be permitted (for this Pump Station):
feet total dynamic head (TDH)
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(1)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
®Yes ❑No
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-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I 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 slope 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(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ 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 constriction
➢ 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 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
®Yes No
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:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
❑ Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
1 go bif<ri.-r L. C�4s/-1 / rem attest that this application for
(Professional Engineer's name from Application Item III.1.)
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. I 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 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. a`\1�`a�r
i
North Carolina Professional Engineer's seal, signature, and date: N". -c,\A �'AR^
•
"- SEAL f" •
033448
3. Applicant's Certification per 15A NCAC/j02T ..0106 ):
"41
I,
® attest that this application for
(Signature Authority's name & titre from Application Item I.3.)
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. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I 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:
Date: a /
FORM: FTA 04-16
Page 5 of 5

NORTH ( A R O I, I N A
High Performance Living
'ammil.111111111111111111111
November 17, 2020
TSH Development Co. LLC.
Thomas Holderby, Owner
1101 Ivey Road
Graham, NC 27253
P) 336-269-4000
Email) ttommy27329(a,yahoo.com
635 Alfred Brown Jr Court SW., P.O. Box 308, Concord, NC 28026-www.concordnc.gov
-4EC E I VE 1J,N C O EQ/b W I:;
MAY 1 0 2021
MOORESVILLE REDS
GIONAL OFFICE
SUBJECT: City of Concord Willingness to Serve
Private Wastewater Collection System Extension/Modification
City of Concord Project Title: Weddington Hills Concord Phase 1
City of Concord Project # 2019-057 & PRS2020-00947
Receipt Date: November 17, 2020 (WSACC Approval)
October 28, 2020 (Complete Application)
Engineering Plan Seal Date: September 29, 2020
WSACC Rocky River WWTP — NC0036269
City of Concord, Cabarrus County, North Carolina
Dear Mr. Holderby:
This letter is to confirm that on October 28, 2020, our office received the Weddington Hills Concord
Phase 1 engineering plans and specifications, a digital copy of the engineering plans, and private
wastewater collection system application, as prepared and sealed by Robert L. Cash, NCPE, with CESO
Inc. for the private wastewater collection system extension consisting of approximately 1,558 linear feet
of 8-inch Private sanitary sewer with 8 manholes and other appurtenances to serve to serve 144
apartments (108 2-bedrooms & 36 3-bedrooms), with a 25-person amenity center and 25-person pool
located off/on of Weddington Road, with a domestic wastewater discharge of 40,630 GPD.
The City of Concord's public wastewater collection system has the capacity to accommodate the
estimated total average wastewater discharge of 40,630 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
CONCORD. THE SIGNATURE OF THE CITY OF CONCORD ENGINEER MAY NOT BE
RELIED UPON TO ESTABLISH ANY DUTY OR RELATIONSHIP (SUCH AS A THIRD -
Engineering
Phone [phone] • Fax [phone]

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: TSH Development Co. LLC., must submit a copy of the NCDEQ-Division of Water
Resources, 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 Cabarnus 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 § I43-215.6A 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.
TSH Development Co. 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 pennit 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,
TSH Development Co. LLC., must complete the NCDEQ DWR regulatory requirements in accordance
with North Carolina Administrative Code 15A NCAC 2T for final approval and TSH Development Co.
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, Sincerely,
City of Concord City of Concord
Digitally signed by Sue
Sue Hyde de
paHyte: 2020.11.19
17:08:09-05'00'
M. Sue Hyde, PE
Director of Engineering
Date
Attachments: WSACC Approval Letter
FTSE-01/14 signed by Sue M. Hyde on 11/6/2020
FTSE-01/14 signed by Chad VonCannon, NCPE, on 11/17/2020
Electronic cc:
Project #2019-057
CESO Inc.
Robert L. Cash, NCPE
2800 Corporate Exchange Drive, Suite 160
Columbus, OH 43231
P) 980-422-0913
F) bob.cash(ccesoinc.com
Ate, a mac,
Thomas A. Bach, PE
Engineering Manager
Water tZesowces
1t Zo/20L0
Thomas A. Bach, Engineering Manager, Wastewater Resources, [e-mail]
concordnc.gov
Gary Stansbury, Construction Administrator, [e-mail]
M. Sue Hyde, Director of Engineering, [e-mail]
Date

WSACC
Allumiawortilow
ISO 14001:2015 a 11C Star Public Sector • OHSAS 18001:2001
November 10, 2020
Mr. Lloyd Payne
City Manager
City of Concord
P.O. Box 308
Concord, NC 28026-0308
Subject: Flow Acceptance Request — City of Concord
Weddington Hills Concord Phase 1 Private Sewer
Dear Mr. Payne:
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
232 Davidson Hwy.
Concord, NC 28027
704.786.1783 • 704.795.1564 Fax
www.wsacc.org
-tECEIVEI IIN
MAY
WQP;...:1
MOORESVILLE REG1 ONAL OFFICE
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 November 9, 2020. 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 Weddington Hills Concord Phase 1 Private Sewer,
located off Weddington Road. The referenced project will serve a multi -family residential development with 108
two -bedroom apartments, 36 three -bedroom apartments, a 25-person amenity center, and a 25-person pool, with a
projected wastewater flow of 40,630 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 30-inch Rocky River Interceptor. WSACC acknowledges it has or will have capacity for
wastewater from the proposed development based on information provided by CESO Inc. (Civil Engineer for the
project) using North Carolina Department of Environmental Quality (NCDEQ) wastewater flow guidelines.
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 that the final commitment to service to provide wastewater treatment services shall occur upon
application for a building permit for the project and when system development fees are paid pursuant to
N.C.G.S. §162A, Article 8.
If you have any questions, please call me at [phone], extension 224.
Sincerely
Chad VonCannon, PE
Engineering Director
cc: Sherri Moore/Concord
Robert L. Cash, PE/CESO Inc.
Michael Wilson/WSACC
Thomas Hahn, PE/WSACC
Mark Lomax/WSACC
Trent Gobble/WSACC

State of North Carolina
DW R YriECEIVED,NCDEc /DW Department of Environmental Quality
Division of Water Resources
MAY 1 0 2021 Flow Tracking for Sewer Extension Applications
Division of Water Resources (FTSE -10/18)
WQROS
MOORESVILLE REGIONAL OFFICE
(WSACC USE ONLY) Weddington Hills Concord Phase 1 Private Sewer
Section I. Name of wastewater treatment facility (WWTF) receiving wastewater:
® Rocky River Wastewater Treatment Facility — Permit #NC0036269
Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
WWTP facility's permitted flow, MGD
26.500
Estimated obligated flow not yet tributary to the WWTP, MGD 4.717
WWTP facility's actual avg. daily flow, MGD
Total flow for this specific request, MGD
Total actual and obligated flows to the facility, MGD
Percent of permitted flow used
19.911 (75.13% of permit)
0.041
24.669
93.10%
Section II. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
Pump Station
(Name or
Number)
Pump Station
Permit No.
Firm
Capacity *
MGD
(A)
Design Average
Daily Flow **
(Firm/pf)
MGD
(B)
Approx. Current
Average Daily
Flow
MGD
(C)
Obligated, Not Yet
Tributary Daily Flow
MGD
(D) = (B+C)
Total Current Flow
Plus Obligated Flow
MGD
(E)=(A-D)
Available
Capacity***
MGD
Lower Rocky
River PS
NC0036269
37.000
14.800
12.346
4.101
16.447
-1.647
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow that can be achieved with the largest pump taken out of service.
**Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pi) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum
Design Criteria.
***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 III. WSACC Certification Statement:
I, Chad VonCannon, 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 I
and Section II 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 W4CC rgFeives payment of the System Development Fee.
WSACC's Signing Official Signature
//1/ %/IDj
Date

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is < 0.
Pump Station (Name or Number): Lower Rocky River Pump Station
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for 24.93% and 4.101 MGD of
the committed flow in the Lower Rocky River Pump Station; and that
b. The rate of activation of this obligated, not yet tributary capacity is currentlyapproximately
1.806 MGD per year (please see second paragraph below); and that
c. A funded Capital Project that will provide the required planned capacity, namely Lower Rocky River Pump Station
Expansion is in design or under construction with planned completion in December 2021; and/or
d. The following applies:
Per guidance from City of Concord, it is expected that the Weddington Hills Concord Phase 1 Private Sewer project
will be constructed and certified within two years of acceptance (by November 2022), and a phased build -out is not
proposed for this project.
WSACC has been working with Brown and Caldwell since February 2020 to study an expansion of the Rocky River
Regional WWTP, which includes study of expansion for the Lower Rocky River Pump Station. The Lower Rocky
River Pump Station currently includes four pumps, with space available for two additional pumps and associated
piping. WSACC initiated formal design in September 2020 for implementation of additional pumping capacity at
the Lower Rocky River Pump Station. Given that space is already available for two additional pumps, and that
some associated piping is already in place, WSACC currently anticipates that design and construction for
implementing additional capacity at the Lower Rocky River Pump Station can be completed by the end of 2021.
Based on recent analyses by Brown and Caldwell, WSACC expects that the firm capacity of the upgraded Lower
Rocky River Pump Station will be around 53.3 MGD, meaning that WSACC expects the "design average daily flow"
of the upgraded Lower Rocky River Pump Station will be around 21.3 MGD.
Based on flow trends so far in 2020, WSACC expects the overall 2020 annual average rate of activation for obligated,
not yet tributary capacity to be lower than the 1.806 MGD per year indicated above (from calendar year 2019). The
increase in flow at the Lower Rocky River Pump Station in calendar year 2019 was heavily influenced by significant
and persistent rainfall events. The year-to-date average flow for 2020 is approximately 11.2 MGD, much lower than
the 12.346 MGD annual average from 2019, which was heavily influenced by the referenced rainfall events. With the
combination of lower actual flows so far in 2020 and an expected lower rate of activation for obligated, not yet
tributary flows relative to the values experienced in 2019, WSACC does not currently anticipate issues with design
capacity at the Lower Rocky River Pump Station prior to completion of the planned capacity upgrades at the Lower
Rocky River Pump Station.
Finally, WSACC is also working with a consulting engineer on design and related work for the Back Creek
Interceptor Improvements project. Completion of construction for the Back Creek Interceptor Improvements
project is expected in early 2022 (after the expansion of the Lower Rocky River Pump Station is complete), and will
result in an additional 1.1 MGD of wastewater flow from Charlotte Water conveyed to the WSACC system, which
will lead to additional flow at the Lower Rocky River Pump Station. NC DEQ has issued a permit for the Back
Creek Interceptor Improvements Project, and included on that permit a stipulation that, prior to any flow being
tributary from the Back Creek Interceptor Improvements Project, the planned capacity upgrades at the Lower
Rocky River Pump Station must be completed and certified.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow this flow
to be permitted, without a significant likelihood of over -allocating capacity in the system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143- 215.67(a) which
prohibits the introdtion of any waste in excess of the capacity of the waste disposal system.
/I/74
Date
Signing Official Signature
Page 3 of 6
FTSE 10-18

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
Jurisdiction Requesting Flow Acceptance: Flow -Private Sewer Date: 10/28/2020
®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: Weddington Hills Concord Phase 1 —(Project #2019-057 & PRS2020-00947)
Description: The Weddington Hills Concord Phase 1 engineering plans and specifications, as prepared and sealed by
Robert L. Cash, NCPE, with CESO Inc., for the wastewater collection system extension consisting of approximately
1,558 linear feet of 8-inch Private sanitary sewer with 8 manholes and other appurtenances to serve to serve 144
apartments (108 2-bedrooms & 36 3-bedrooms), with a 25-person amenity center and 25-person pool located off/on of
Weddington Road, with a domestic wastewater discharge of 40,630 GPD.
*Number of Lots: OR *Number of Units: 144 *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 8-inch sanitary sewer
extension will tie-in to the existing 8-inch sanitary sewer system, which extends to the 30-inch PVC WSACC Name
Rocky River Interceptor
Which WSACC Interceptor will the flow ultimately be discharged into: 30-inch PVC WSACC Rocky River
Interceptor
What is the WSACC manhole number that the flow will be discharged into? +/- Node 012268
What is the quantity of flow that will be discharged? 40,630 GPD
Flow type:
❑ Domestic 100 % ❑ Commercial % ❑ Industrial
Name of wastewater treatment facility (WWTF) 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 flow 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 dale of approval of the flow acceptance for this project, the
approval is rescinded and a second request and approval will be required for the project.
WSACC USE ONLY:
DATE: Ii' 14 Tom?
u Current sewer model shows an Interceptor as being surcharged south of the manhole in question.
Approved 0 Not Approved
❑ Current Sewer Model shows: WA FFt .i C N r Ey,A,Gi 1 CAPALI"iY a N (,ll.A Va T Y Li NE
VIL 401 to10 i O AT A/En. AGE 0Aux FLow Les atTtool. EG PAA
Fe,n (AO ONCA611`f

%'IV'IR
DW R
MAY 10 2021 State of North Carolina
WQROS Department of Environmental Quality
Division of Water ilieitnearret MOORESVILLE REGIONAL OFFICE Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —01/14)
(JURISDICTION USE ONLY)
Weddington Hills Concord Phase 1 —(Project #2019-057 & PRS2020-00947)
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: Weddington Hills Concord Phase 1 —(Project #2019-057 & PRS2020-00947) Units:144
Description: The Weddington Hills Concord Phase 1 engineering plans and specifications, as prepared and sealed by Robert
L. Cash, NCPE, with CESO Inc., for the wastewater collection system extension consisting of approximately 1,558 linear feet
of 8-inch Private sanitary sewer with 8 manholes and other appurtenances to serve to serve 144 apartments (108 2-bedrooms &
36 3-bedrooms), with a 25-person amenity center and 25-person pool located off/on of Weddington Road, with a domestic
wastewater discharge of 40,630 GPD.
What is the quantity of flow that will be discharged? 40,630 GPD
Flow type:
® Domestic 100 % ❑ Commercial o/n ❑ Industrial
oA
Section I - List the Jurisdiction's pump stations located between the project connection point and the WSACC
Interceptor connection point.
Pump Station
(Nance or Number)
Firm Capacity *
MGD
(A)
Design Average Daily Flow **
(Fimvpf)
MCl/
(B)
Approx. Current
Average Daily Flow
MGD
(C)
Obligated, Not Yet
Tributary Daily Flow
MGD
(D) = (B+C)
Total Current Flow
Plus Obligated Flow
MGD
(E)=(A-D)
Available
Capacity***
MGD
* The Firm Capacity of any pump station is defined ss the maximum pumped flow that can be achieved with the largest pump taken out 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 II. 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.
Sue I_Iyde Digitally signed by Sue Hyde
Date: 2020.11.0615:52:19
-05 00
Jurisdiction's Signing Official Signature Date
Revision Date: 08/09/13

North Carolina Secretary of State Search Results Page 1 of 1
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online •
Add Entity to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form • Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
TSH Development Co., LLC
Information
Sosld: 1033987
Status: Current -Active 0
Date Formed: 3/20/2008
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Holderby, Thomas
Addresses
Mailing Principal Office Reg Office
1101 Ivey Road 1101 Ivey Road 1101 Ivey Road
Graham, NC 27253-3824 Graham, NC 27253-3824 Graham, NC 27253-3824
Reg Mailing
1101 Ivey Road
Graham, NC 27253-3824
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager
Thomas S Holderby
1101 Ivey Rd.
Graham NC 27253
https://www.sosnc.gov/online_services/search/Business_Registration_Results 5/11/2021

North Carolina Secretary of State Search Results Page 1 of 1
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online •
Add Entity to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form • Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
TSH Development Co., LLC
Information
Sosld: 1033987
Status: Current -Active O
Date Formed: 3/20/2008
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Holderby, Thomas
Addresses
Mailing Principal Office Reg Office
1101 Ivey Road 1101 Ivey Road 1101 Ivey Road
Graham, NC 27253-3824 Graham, NC 27253-3824 Graham, NC 27253-3824
Reg Mailing
1101 Ivey Road
Graham, NC 27253-3824
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager
Thomas S Holderby
1101 Ivey Rd.
Graham NC 27253
https://www.sosnc.gov/online services/search/Business_Registration_Results 5/ 11 /2021

3/4/2021, 9:52:43 AM
The National Map Advanced Viewer
1:18,056
0 0.13 0.25 0.5 mi
1 1 f 1 1 1 1
0 0.2 0A 0.8 km
USGS The Naeonal Map. National Boundartee Dataeet, 3i€P Elevation
Program, Geographic tames tnkormatim System, National Hydro -enmity
Dalaset, National Land Cover Database, National Structures Dataset, and
National Transportation Datasnt; USGS Global Ecosystems; U.S. Census
USGS
1nm ++cr_c

PROJECT
SITE
CITY OF CONCORD, CABARRUS COUNTY, NC
VICINITY MAP N
NOT TO SCALE