wq0042192_Application_20201222

RECEIVED/NCDENR/DWR
DEC 2 2 2020
WQROS
MOO E3VI;,.LE REGIONAL
IVED/NCDENR/DWR
D 1 4 2020
WQROS STORMWATER DESIGN
OAK
E N G I N E E R I N G
MOORESVILLE REGIONA •FFICE
DESIGN REPORT
FOR
PET SUITES - HARRISBURG
SANITARY SEWER FAST -TRACK
APPLICATION PACKAGE
HARRISBURG, NORTH CAROLINA
BY
OAK ENGINEERING
828 EAST BOULEVARD
CHARLOTTE, NC 28203
NC FIRM LICENSE: P-1742
OCTOBER 23, 2020

TABLE OF CONTENTS
I. NARRATIVE
INTRODUCTION
SANITARY SEWER SUMMARY
II. MAPS AND FIGURES
USGS MAP
SITE PLAN
OAK
ENGINEERING
OCTOBER 23, 2020

RE'C ED/NCIDEKIR/DW
DE 14.2020
INTRODUCTION
Harrisburg Pet Suites, LLC is proposing the construction of a new 10,987-sf pet boarding facili n Harrisburg, North Carolina.
The new commercial development will be located on a portion of PIN 5507-96-6061. The new . arcel will be approximately
1.27 acres.
OAK
ENGINEERING
WQR
MOORE•SVILLE REGI \ AL OFFICE
SANITARY SEWER SUMMARY
PetSuites — Harrisburg utilizes 158 LF 8" PVC public sanitary sewer line with three sanitary sewer manholes connected to an
existing pump station by 67 LF 8" restrained push -on joint DIP in 50 LF steel casing pipe with spiders. The existing pump
station that will be utilized is the Sam's Mart 4055 Highway 49 S pump station, the permit for which states that a vactron is
used to pump out the station due to the size. As a result Power Reliability is not required.
The proposed PetSuites will have a total of 163 stalls, generating a total of 3,260 GPD. RECEIVED/NCDENR/DWR
DEC 2 2 2020
WOROS
MOORESVcl..LE REGIONAL OFFICE
OCTOBER 23, 2020

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ENGINEERING
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USGS MAP
OCTOBER 23, 2020

OAK
ENGINEERING
SITE MAP
OCTOBER 23, 2020

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application NumberWQ[DI 19—(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1.
Applicant's name:
TOWN OF HARRISBURG (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
VEDiNCDENR/DlIl/h
.2020
WQR
MOOR t:MPLLE REGIO
. OFFICE
❑ Privately -Owned Public Utility
❑ Other
3. Signature authority's name: IOb2Yi CDO AO,W\ p, E
Title: t WUtOY o-t NV WoYk.s
4. Applicant's mailing address: PO BOX 100
City: Harrisburg State: NC Zip: 28075-
5. Applicant's contact information:
Phone number: [phone]
per 15A NCAC 02T .0106(b)
RECEIVED/NCDENR/DWR
DEC 2 2 2020
WQROS
n1
MOOR#ESVILLE REGIONAL OFFICE
Email Address: �G1ovIhcilN1C�VIdVviSktkvylC-Uvj
II. PROJECT INFORMATION:
1. Project name: PetSuites - Harrisburg
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: WQ00
3. County where project is located: Cabarrus
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.191750° Longitude: -80.383827°
5. Parcel ID (if applicable): 55079660610000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Luke Bugenske License Number: 045345
Firm: Oak Engineering, PLLC.
Mailing address: 4929 Monroe Road
City: Charlotte State: NC Zip: 28205-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Rocky River Waste Water Treatment Plant Permit Number: 0005177
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: 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
❑ Residential Leased
❑ School / preschool / day care
❑ Food and drink facilities
® Businesses / offices / factories
El Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
> Is there a Pretreatment Program in effect?
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
0 Car Wash
0 Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
❑ Yes ❑ No
® No
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
Animal boarding facility
20 gal/stall
163
3,260 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
3atoo 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: 3,260 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
0 Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit Number:
0 Rehabilitation or replacement of existing sewer with no new flow expected
0 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
67
DIP
8
158
PVC
227
➢ 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: . 0Longitude: -
3. Design flow of the pump station:
4. Operational point(s) of the pump(s):
millions gallons per day (firm capacity)
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(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g)
➢ 15A NCAC 02T.0305(fj 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 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 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:
(Professional Engineer's name from Application Item III.1.)
attest that this application for
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 violatj
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
QOber+ tDO is , P. P.
(Signature Authonty's name & title from Application Item I.3.)
RDt«i
•
r;ts
7 To
045345
r .-
off* $, NrC�4 fi �w
NI0.•' 111(2,17ov
attest 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. 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: k i `) ! Z-0
FORM: FTA 04-16 Page 5 of 5

RECE ED/NCDEN „/DWF.
DEC 020
WASTEWATER FLOW ACCEPTANCE FORM MOORsvl
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
W
Jurisdiction Requesting Flow Acceptance: Date:
['City of Concord ❑City of Kannapolis IZITown of Harrisburg ❑Town of Mt. Pleasant
❑Charlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit: Pet Suites Harrisburg
Project Title: Pet Suites Harrisburg
Description:
Harrisburg Pet Suites, LLC is proposing the construction of a new 10987sf pet boarding facility in Harrisburg.
The new development will be located on a portion of PIN 5507-96-6061, Pet Suites is utilizing 158 If of 8" PVC public
sanitary sewer line with three sanitary sewer manholes connecting to an existing pump station by 67 LF 8" restrained
push -on joint DIP in 50 LE steel casing pipe with spiders. The existing PS that will be utilized is at 4055 Hwy 49 S. The
permit for the pump station states that a vactron is used to pump the station due to the size, As a result power reliability is
not required.
*Number of Lots: 1 OR *Number of Units:
*1%1st 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:
Existing Sam's Mart Hwy 49 S Pump Station
Which WSACC Interceptor will the flow ultimately be discharged into: Rocky River Interceptor
What is the WSACC manhole number that the flow will be discharged into? 011659
What is the quantity of flow that will be discharged? 3260_GPD
Flow type:
❑ Domestic % ® Commercial 100 % ❑ Industrial
OA
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 front the date 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: , Loyn
/ Current sewer model shows an Interceptor as being surcharged south of the manhole in question.
Approved ❑ Not Approved
❑ Current Sewer Model shows: suFc-1t_t'Fht^ I`xcr.&& c-A4Atm-Y nN (,yz &ViTY L4NP
ion. 1,1300 L 9j fer AvEIA4i bAi Y ;Lost Lori aatt 3. SSv
1' A P Oa- L.R.a.4 5 pa t-r`.
OFFICE

State 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)
Jurisdiction Requesting Flow Acceptance for Collection System:
City of Concord ❑City of Kannapolis Q Town of Harrisburg Town of Mt. Pleasant
❑Charlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit: Pet Suites Harrisburg
Project Title: Pet Suites Harrisburg
Description:
Harrisburg Pet Suites, LLC is proposing the construction of a new 10987sf pet boarding facility in Harrisburg.
The new development will be located on a portion of PIN 5507-96-6061. Pet Suites is utilizing 158 if of 8" PVC public
sanitary sewer line with three sanitary sewer manholes connecting to an existing pump station by 67 LF 8" restrained
push -on joint DIP in 50 LF steel casing pipe with spiders. The existing PS that will be utilized is at 4055 Hwy 49 S. The
permit for the pump station states that a vactron is used to pump the station due to the size. As a result, power reliability is
not required.
What is the quantity of flow that will be discharged? 3260 GPD
Flow type:
Domestic
% ® Commercial 100
Oh
❑ Industrial
Section I - List the Jurisdiction's pump stations located between the project connection point and the WSACC
Interceptor connection point.
Pump Station
(Name or Number)
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
PS-17 (Sam's Mart)
.06048
0.1699
0.001
0
.001
.1698
* The Firm Capacity 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 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 < O.
Section II. Jurisdiction's Certification Statement:
I, Robert Donham, P E , 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.
Jurisdiction's Signing Official Signature Date
Revision Date: 08/09/13

WSACC
IS014001:2015 • NC Slat Public Sector • OHSAS18001:2001
November 23, 2020
Mr. Haynes Brigman
Town Manager
Town of Harrisburg
P.O. Box 100
Harrisburg, NC 28075
Subject: Flow Acceptance Request - Town of Harrisburg
Pet Suites
Dear Mr. Brigman:
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
232 Davidson Hwy.
Concord, NC 28027
704.786.1783 ♦ 704.795.1564 Fax
www.wsacc.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 Town of Harrisburg on November 20, 2020. WSACC has or will have
capacity at the Rocky River Regional Wastewater Treatment Plant and appropriate sewer interceptors to transport
and treat the commercial wastewater from the proposed project entitled Pet Suites, located off Highway 49. The
referenced project will serve a pet boarding facility with 163 stalls, with a projected wastewater flow of 3,260
gallons per day (gpd). The wastewater generated by this project will be conveyed through a proposed and
existing gravity system and then enter WSACC's system at the existing 54-inch Rocky River Interceptor.
WSACC acknowledges it has or will have capacity for wastewater from the proposed development based on
information provided by Oak Engineering, PLLC (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.
Chad VonCannon, PE
Engineering Director
cc: Rob Donham, PE/Harrisburg
Luke Bugenske, PE/Oak Engineering, PLLC
Michael Wilson/WSACC
Thomas Hahn, PE/WSACC
Mark Lomax/WSACC
Trent Gobble/WSACC

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE —10/18)
(WSACC USE ONLY) Pet Suites
Section I. Name of wastewater treatment facility (WWTF) receiving wastewater:
® Rocky River Wastewater Treatment Facility — Permit #NC0036269
EI 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 4.799
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)
0.003
24.713
93.26%
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/pt)
MGD
(B)
Approx. Current
Average Daily
Fl ow
MGD
(C)
Obligated, Not Yet
Tributary Daily Flow
MGD
(D)=(B)
Total Current Flow
Plus Obligated Flow
MGD
(E)=(A-D)
Available
Capacity""*
MGD
Lower Rocky
NC0036269
37.000
14.800
12.346
4.146
16.492
-1.692
River PS
" The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow that can be achieved with he 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 O.
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 W C receives payment of the System Development Fee.
//
WSACC s Signing Official Signature Date

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section 11 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 25.14% and 4.146 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 currentlyapproxhnately
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 Town of Harrisburg, it is expected that the Pet Suites project will be constructed and certified
around Summer 2021.
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 introduction of any waste in excess of the capacity of the waste disposal system.
// yAs
Signing Official Signature Date
Page 3 of 6
FTSE 10-18

14011 0271
FILED ELECTRONICALLY
CABARRUS COUNTY NC
M. WAYNE NIXON
FILED Feb 20, 2020
AT 10:56:00 AM
BOOK 14011
START PAGE 0271
END PAGE 0271
INSTRUMENT # 05132
EXCISE TAX $0.00
North Carolina Department of The Secretary of State
CERTIFICATE OF NAME CHANGE
I, ELAINE F. MARSHALL, Secretary of State of the State of North Carolina,
do hereby certify that on the l9th day of July, 2018, an Application For Amended
Certificate of Authority duly executed by the proper officer to change the corporate
name of the corporation named below, were filed in this office:
Name at time of submission of Amended Certificate of Authority:
BANK OF THE OZARKS
Name Chancre To
BANK OZK
I FURTHER CERTIFY that this certificate is in compliance with North
Carolina General Statutes 55D-26 and may be recorded in the office of the Register of
Deeds in the same manner as deeds, the former name of the corporation appearing in the
"Grantor" index and the amended name of the corporation appearing in the "Grantee"
index.
Submitted electronically by "Parker Poe Adams & Bernstein LLP"
in compliance with North Carolina statutes governing recordable documents
and the terms of the Memorandum of understanding with
the Office of the Register of Deeds of cabarrus County. NCGS 47-14(a1)(5).
Scan to verify online.
Certification# 106341667-1 Reference# 15853739- Page: 1 of 1
Verify this certificate online at http://www.sosnc.gov/verification
IN WITNESS WHEREOF, I have hereunto
set my hand and affixed my official seal at
the City of Raleigh, this 19th day of February,
2020.
wee
Secretary of State

FILED
CABARRUS COUNTY NC
WAYNE NIXON
__ REGISTER OF DEEDS
FILED Dec 21, 2015
AT 03:35 pm
BOOK 11720
START PAGE 0179
END PAGE 0183
INSTRUMENT # 31233
EXCISE TAX $3,800.00
MDW
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $3,800.00
Parcel Identifier No. Parcel No. 55079660610000; PIN 01010 0011.200000
Verified by County on the day of , 20 By:
Mail/Box to: Johnston, Allison & Hord, P.A., 1065 E. Morehead Street, Charlotte, NC 28204 (WCT)
This instrument was prepared by: Johnston, Allison & Hord, P.A. (WCT)
Brief description for the Index: 4075 NC Highway 49 South
THIS DEED made this A S4' day of December, 2015, by and between:
GRANTOR
Gray Box, LLC
a North Carolina limited liability company
3841 Willow Grove Lane
Concord, NC 28025
GRANTEE
Bank of the Ozarks
an Arkansas banking corporation
17901 Chenal Parkway
Little Rock, AR 72223
Enter in appropriate block for each party: name, address, and, if appropriate, character of entity. ed. corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns,
and shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all
that certain lot or parcel of land situated in the City of Harrisburg, Cabarrus County, North Carolina and more
particularly described as follows:
See Exhibit A attached hereto and incorporated herein by reference.
The property herein described was acquired by Grantor by instrument recorded in Book 7912, Page 120.
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All or a portion of the property herein conveyed includes or X does not include the primary residence of
a Grantor.
A map showing the herein described property is recorded in Plat Book , Page
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto
belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to
convey the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor
will warrant and defend the title against the lawful claims of all persons whomsoever, other than the exceptions
set forth on Exhibit B attached hereto and incorporated herein by reference.
[REMAINDER OF PAGE INTENTIONALLY LEFT BLANK]
755030 v.1 _ 23000.6519
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IN WITNESS WHEREOF, the Grantor has caused this instrument to be signed in its corporate name by
its duly authorized officers and its seal to be hereunto affixed by authority of its Board of Directors, the day and
year first above written.
GRANTOR:
GRAY BOX, LLC
By: 1 IUMI t e7D4
Name:
Title:
Brenda Cook
Manager
By: �••-y.-rys+�'�''�
Nanir' Gra Cook
Title:
Manager
STATE OF NORTH CAROLINA
cklev1erg COUNTY
I, the undersigned, a Notary Public of the County of I eckIFfrtkt Ook and State of North
Carolina, certify that Brenda Cook and Grady Cook personally came betre me this day and
acknowledged that they are the Managers of Gray Box, LLC, a North Carolina limited liability company,
and that they, as such, being authorized to do so, executed the foregoing instrument on behalf of the
company.
Witness my hand and official seal, this the :. f day of December, 2015.
Gl2tj.~
Notary Public Printed name: 10V111 Q 01 .TAirctu dais
'/(5)0/
My Commission Expires
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EXHIBIT A
Description of Property
Lying and being in Number One (1) Township, Cabarrus County, North Carolina, and being more particularly
described as follows:
BEGINNING at a #5 rebar found in the southerly right-of-way margin of N.C. Highway 49 (100' Public right-
of-way), said rebar being located in the easterly property line of the property of Mrs. R.E. Davis, (now or
formerly) as described in Deed recorded in the Cabarrus County Public Registry in Book 128, at Page 237, and
being N. 86-47-50 E. 1184.7 feet, more or less, from the center line of School Circle (State Road 1163); thence
from said rebar, N. 03-30-00 W. 50 feet to a point in the center line of N.C. Highway 49; thence along the center
line of N.C. Highway 49, the following two courses and distances: (1) N. 86-47-50 E. 139 feet to a point; and
(2) continuing with said center line in an easterly direction with the arc of a curve to the left with a radius of
2029.01 feet, an arc distance of 120 feet to a point in said center line; thence S. 03-30-00 E. 50.06 feet to a #4
rebar set in the westerly property line of the property of Angelo and Sophia Politis, (now or formerly) as
described in Deed recorded in the Cabarrus County Public Registry in Book 1722, at Page 222; thence along the
westerly property line of Angelo and Sophia Politis, (now or formerly) S. 03-30-00 E. 712.86 feet to a #5 rebar
found in the northerly property line of Gladys H. Doster (now or formerly); thence with the northerly property
line of Gladys H. Doster (now or formerly), S. 52-45-00 W. passing a #4 pin at 77 feet, for a total distance of
311.42 feet to a 1" pipe found at the southeasterly corner of Mrs. R. E. Davis (now or formerly); thence along
the easterly property line of Mrs. R.E. Davis (now or formerly), N. 03-30-00 W. 883.74 feet to the point and
place of BEGINNING, containing 5.035 acres, more or less, as shown on survey by Gary K. Moen entitled
"Property of Welliver McGuire, Inc." dated March 3, 1998.
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EXHIBIT B
EXCEPTIONS
1. Defects, liens, encumbrances, adverse claims or other matter, if any, created, first appearing in the public
records or attaching subsequent to the Effective Date but prior to the date the proposed Insured acquires
for value of record the estate or interest or mortgage thereon covered by this Commitment.
2. Taxes or assessments for the year 2016, and subsequent years, not yet due or payable.
3. Easement(s) to Southern Public Utilities Company, recorded in Book 118, Page(s) 376, Cabarrus County
Registry.
4. Right of Way to Concord Telephone Company recorded in Book 187, Page(s) 157, Cabarrus County
Registry.
5. Easement(s) to Duke Power Company recorded in Book 243, Page(s) 343, Cabarrus County Registry.
6. Drainage Easement to Department of Transportation recorded in Book 6522, Page(s) 228, Cabarrus
County Registry.
7. Temporary Construction Easement/Agreement recorded in Book 2809, Page(s) 105, Cabarrus County
Registry.
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