WQ0042192_Regional Office Historical File Pre 2018

I5A NC"AC (12T .0390 --
North Carolina
Depat to ent ttf?nirtanniental Quality
l�irisic n of k ter Resources
ASEWER S1 SiEM EXTENSION APPLICATION
'A (14-16 & SUPPORTING DOCUMENTATION
Application N
All items roust be completed or tie ap 1katiern v fll returi
APR,. CAN I I N F'OR€11K)N:
. Applicant's name,: I),\'.N() H;r�f ml 113C B Cr lctatttl>atty tnttiticipality. HO.==A„
Applicant type: [1] Individual
Federal
Signature arttltt rity" name:
Title: Y@,CtDY OlkA C
4. Applicant `sra ail€rtr address PO BOX100
City', l larrishtgr State: NCZip. 28075,-.__rv.
Applicant's ccmta
Phone number: (701) 455-561.4 Email Address. /161001 ,� fd
IL PROJECT INFORMATION:
1. Project nano: PetSuites µ Harrisburn
al Partnership El Privately -owned Public (In
[� Other
per 1 —t A(,.( i PwlltlC
Applic,ttion .Prolec°t status: EJ Proposed ("New. Permit) 0 Existing„ I nttat=`1'roj
I t a modification, provide the e istin I ermit ntrmher. 1h �) ...w. and issued date: _____
11 new construction but part of a master plan, provide_ the existing permit number: W QOO_ _.
3. C°t ttrrrt w'lrere project is located; ( b'rrus
4. Approximate, {i"a ordinates (Decimal Decrees): Latitude: 35 1917S,t_l' Lon ;itude 8038827'
5. Parcel I[) (it app➢icable): 5517966 i610000
(or Parcel Illy to closest downstream. sewer)
)
III.. CONSULTANT° INFORMATION:
1 . Professional Eng veer: Luke Uuzenske License°, Number t)1 l45
Firm Oak_I njonecring,PI IX,,
Mailing address: 4 y„M.onroe 'Road
City: Charlotte State: NC Zip: 28205-
Phone number: (803) i 12 _5074 Email Address lit e n oalbaent neerin
IV. WASTEWATER TREATMENT FmAC1T. ITd' (itr'WTF) INF"ORMA`1"TON:
1,, Facility'Name: Rocky River Waste Water Ire tt rent Plant
t.)wner Name Water and Sewer Authority of (abarrus{you
Permit Number 00051„77
RF"1:'F:IVINC: DOWNSTREAM SEWER INFORMATION (if different than 1'4 W"
1, Permit Numbert's): WQ
Downstream (Rec
SdAstcm \ tali t 1lect@t rn_Sywtc xr l r�nut Nun trI s)
C)wncr Narne(s): ,..
g
Size: inch.
22 20211
1O M..: I=`I'A U4-16
Page 1 (0 5

Vt. GENERAL REQUIREMENTS
If the ,Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and 'Neeessit been ttaehed?
0 Yes ONO N/A
2. If the Applicant is a 'Developer of lots to be sold, has a Deeper51cptional ,,N.greerryepuf ORN1„)1)P6 been attached?
O Yes No
N/A
3. If the Applicant is a I-ion-le/Prprty chyrret,5",,Ns.t,ocratioll, reratiovALAgteernerll_0191,„Ntl j!„.,?z1.0 been attached?
O Yes [E]No 0N/A
4, Origin of vvastewater: (cl
Ei Residential Owned
0 Residential Leased
0 School preschool day care
0 Food and drink facilities
Businesses /offices /factories
ckall tha
apply):
O Retail (stores, centers, malls)
O Retail with tbod preparationlservice
O Medical dental veterinary .facilities
0 Church
Nursing Home
5. Nature of waste a :e : LOO % Domestic/Commercial % Commercial
% Industrial (See 15 A NCA C 02T ,01031ZOD
there a Pretreatmem Program in effect?
6, lias a flow reduction been approved under I Nc 011,41)?
ves, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
0 Car Wash
0 Hotel andlor Motels
Swimming Pool /Clubhouse
0 Swimming Pool/Filter Backwash
Eli Other (Explain in Attachment)
1 yes E No
No
Establishment Type (see orr.0114070 Daily Design How "' 1No of Units Flow
Animal hoarding facility
20 gal/stall
gal/
gall
ealgal
gal;
-+-
(PI) I
GPD
GPD
GPD
1 (Hai GPI)
a See 15,A NC.,,,N.C. 021 .0 H101,,..(d),:t'sli Eland jc)(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 oldie Atlantic .Intracoastal Waterway to be used as vacation rentals as defined
in
h Per 15A NCAC 02'1 .0114(4 design flow rates for establishments not identified [in table I5A NC:AC 02T„0 IA shall he
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater .generated by project. 3 260 (iPD (per 15ANcAc 02E)Li
Donot 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 Permt 'Number:
.Rehabilitation or replacement of existing sewer with no new flow expected
0 Other (Explain):
FORM: FLA 04-16
Page 2 of 5

GRAVITY SEWER DESIGN CRITERIA (U &pphcabk) - 02T 030 &---Gravicv Sewers):
1. Summarize gravity sewer to be permitted:
• Section 11. & 111 of the MDC for Permitting. of Gravity Sewers contains informalion related to design criteria
• Section III contains information related to minimum slopes for gravity sewerts)
• Oversizing lines to meet minimum slope requirement is not allowed and a violation of the M DC
VIII, PUMP STATION DESIGN .CRITERIA. Of Applicable) OZT .0305 & IVIDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PIMP STATION INCLUDED IN THUS 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 feet total dynamic head (WU)
SUMmarize the .force main to be permitted (for this Pump Station):
Length (feet) Material
6. Power reliability in accordance with 15,N
LJ Standby, power source or pump with automatic activation and telemetry - 15A NCAC 02T :0305(11X( )(B)
7,'•-•' 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:
L Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 021
:0305(h)(11tC)
Or
E] 'Portable pumping unit with plugged emergency pump connection and telemetry - 15A 'NICAC 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 stationsstorage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes„ shall be provided
in the .case of a rnnliiple station .power outage,
FORM: ETA 04-.16 Page 3 of 5

IX. SETBACKS & SEPARATIONS --- (02B .0200 & I5A NCAC 02T ,M305(0):
L Does the project comply with all separations found in IP, 21:10905(f) &ALO,
I 5A 'NCAC 02T,0305.(f), contains minimum separations that shall be provided for systems:
Setback Parameter* Separation Required
Storm s and other utilities not listed below (vertical) 24 inches
18 inches
Water mains (vertical -water ove
Water mainsiborizontal)
Reclaimed water lines v
sewer includis in benched trenches
ical - reclaimed over sewer"
El Yes liliNo
et
18 inches
Reclaimed water lines(horizontal - reclaimed over sewer) 2 feet
An.y private or public water supply source, including any wells. WS-I waters of Class I or
Class It impounded reservoirs used as a source ofdrinking water 100 feet
Waters classified WS (except WS-I. or WS-V), B, SA, ORW, HQW, or SI3 from normal
Lii!lwater (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
i Any, building foundation 5 feet
Anv basement 10 feet
Top slope of embankment dr cuts of 2 feet or more vertical height _
10 feet
Draina e systems and intereeptor dntins 5 feet
Any swimmissiools
Final earth grade (vertical)
10 feet
36 inches
• NcAc,02103,05(4) contains alternatives where separations in 0211.03051(1) cannot he achieved,
• **Stream classifications can he identified using the Division's Nc: Surface, Wa4cr clAssjikatkais wetc
If noncompliance with 02T.0305(1) or (141 see Section X of this application
2. Does the project comply with separation requirements .for wetlands? (50 .feet of separation)
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 ISA NCAC 0214 .0200? EJ Ves EJ No Z. N/A
)0. This would include Trout Buffered Streams per 1 5A ,NC.,:;W.._213„02(12„,
4. Does the project require coveragelauthorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
Information can be obtained from the 491 k1im1 fer
0 Yes
5. Does project comply with 1,5/V.NC:„...NCfqL010(c)(1?) (additional permits/certificationsY Yes LJ No
Per I 5A NCAC 02T:0 05(c16i, 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 "ligh-priority?"
Per OA (:)21.04)2, "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 Z No 0 N/A
'0? 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 I5A NCAC 021.0403(05) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
Does the submitted system comply Nvith 1,5A \( 4( 021, the Minimum Desiga Criteria tbr the Permittinr 0 Pump Stations
aridlo iLMa and the () rar ,Sp.er Minimum Design Criteria (latest verstott) as applicable?
Yes No
If No, complete and submit the VariancetAlternative Design Request application (VADC 10- [4) and supporting documents for
review, .Approval of the request is required prior to submittal of the Fast Track„Application and supportingdocuments
2. Professional Engineer's Certification:
attest that ths applicationapphLailon tor
(Professional Engineer's name from Application Rem 111,1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, arid 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, GravitySewer
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 ri-ty signature and seal signifies that I have reviewed this material and.
have judged it to he 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 lass 2 misdemeanor, which may
include a fine not to exceed $10„000„ as well as civil penalties up to $25,000 per violan
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Cenification per 15A NCAC 02T ,0106(b):
1„ Ober IDOAInatlit PE
I • •
(Signature Authonty's name & title from Application Item LI)
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 -pack.age is subject to being returned as incomplete., 1 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 sill make no claim against the Division of Water R.esources should a condition
of this permit be violated„. 't 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
in.complete„.
NOTE — In accordance with General Statutes l41[-,',1156,A and 14„3:215,613, 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:
FORM: 1TA 04-16
Page 5 of 5

WASTEWATER FLOW ACCEPTANCE FORM
)kcFOR THE
5 r
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
Jurisdiction Requesting Flow Acceptance: Date:
0City of Concord Deity of Kannapolis MOVill of Harrisburg ©Town of Mt, Pleasant
DCharlotte Mecklenburg 'Utilities
Project Title, Description, and Number of Lots/Unit: Pet Suites Harrisburg
Project Title: Pet Suites Harrisburg
Description:
i bur Pet Suites, LL :s
LP steel cAsil
e 1i32t3 st tip x"tst
ltgt ;egyired,
c
of a ne
-606
�ar+otes corectuur t�
kh spiders, The e iRin
is used to r�umn fife st.
i11tr in IlaxTisbt
i3 of 8'r-PC public
b'? 6F 8" restrained
d is It 4055.Hwy 49 S. The
a result, cower Tenability is
*Number of Lots: 1 OR umber of Uni
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-1n line to which the new sewer line will connect
13-s stirau Sasn's Mmi:_II t 9 _1'a� Station
laded in request.
Which WSACC Interceptor will the flow ultimately be discharged into: Itockv It
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
1Ua
Industrial
Name of wastewater treattnent 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 inn -ash -adult.
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 date of approval of the flow acceptance for this project, the
approval Is rescinded and a second request anti approval will be required for the project,
WSACC CUS' ONLY:
DATE:
Current sewer model shows an interceptor as being surchaaged south oldie manhole in question,
Approved 0 Not Approved
Current Sewer Model shows: Yt rt 6 n-A V ITti . jpt
3 1.bQ ty9

State of North Carolina
Department of Environmental Quality
Divislon of Water Resource. 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.:
ElCity of Concord Llcity. of Kannapolis 'fown of Harrisburg 1on of Mt. Pleasant
EICharlotte Medd riburg Utilities
Project Title, Description, anti NU m ber of Lots/Unit: Fet SitesHarrisburg
Project Title: Pet Suites Harrisburg
Description:
Hari isburo Yet Suites1.1,C lspioppsing_theconstruction of,a .new 10987sf_ppt boarding, facility in Harrisburg.
The new development will be located on a portion of PIN 5507-96-6061. Pet. Suites i.s .utilizing 158 If of 8" PVC public
sanitary sewer line with three sanitary sewer :manholes connecting to an existing urrp station b 67 LF 8" restrained
push -on jpint DIP in 50 LP steel casing_pipe with aiders, The existing PS that will be utilized is at 4055 ;Hwy. 49 S. The
permit for tit Rump_stationstates 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:
LI Domestic: Commercial 100
LI 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)
PS-17 (Sum's Mart)
him Capacity
MG.D.
(A)
Design Average Daily Flow **.
(Finnipf)
MCI)
0,1699
(B)
Approx., Current
Average Daily Flew
MCD
0,001
(C)
Obligated Nor Yet
'Triburauy Daily Flow
MCI)
Phis Obligated FIrrW
MGD
(0) 03+C;) (Eyrr(A-D)
r oral Current Flow Available
Capadty'''"
MCD
,001 .1698
" The Firm Capacity of any pump station is defined as the in athr11.1111 pumped flow that can he achieved with the largest pump taken. out of semice.
"Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor not less than 2.5..
Planning Assessment Addendum shall be attached for each pump station located between the .project connection point and the, WWTP where Available Capacity O.
Section II. Jurisdiction's Certification Statement:
I., Robert Donham, 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 1 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,
,furiscliction Signing Official Signature Date
C.;
.Revision Date: 08109.113

WSACC
November 23, 2020
Mr. Haynes Brigman
Town Manager
Town of Harrisburg
P.C. 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.wsa©c.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 trot 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 704) 786-1783, extension 224.
Sincerely,
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
W SA ,11. E ON LV) Pet Suites
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(ETSE —10/18)
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 faci 26.500
Estimated obligated flow not yet tributary to the WWTP, MGD 4.799
WVVTP facility's actual avg. daily flow, MGD 19.911 (75.13% of permit)
Total flow for this specific esMGD
Percent of permitted flow used
0.003
24.713
93.26%
Section 11. Pump stations along the route ftoxn the Jurisdiction's connection point to the WWTP.
Pump Station
(Name or
Number)
Pump Station
Permit
Finn
Capacity *
MCD
River PS NC0036269 37.°00
A)
ign Average
ly Flow **
irro/pf)
14,800
(B)
Approx. Current
Average Daily
Flow
MGD
(C)
Obligated, Not Yet
Tributary Daily Flow
MCD
(D) = (B+C)
Total Current Flow
Plus Obligated Flow
MGD
(E)-(A-D)
Available
Capacity***
MGD
12346
4,146
16,4.92
-1 692
The Firm Capacity (design ony pump MS(e ned as the maximum purnped flow that can be achieved with th lirgi911smp tleU E C
"Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) not less than 2,S, per Section 2.02(A)(4)(c) of the Minimum
Design Criteria.
*"*A Planning Assessment Addendum shall be attached for each pump station loaded bet 'en the project connection point and the VWTP where Available
Capacity is <O.
Section III. WSACC Certification Statement:
I, Chad Von C on 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 1 ani 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 ece' es payment of the System Development Fee.
WSACCs Signing Official Signafure liate

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section 1.1 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 j. 14c 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 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 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 Tower 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 ou 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.
//
Signing Offieia Signature Date
Page 3 of 6
VINE 1018

OAK'
ENGINEERING
xeema�sk�wsEy��,rannar
USES MAP
OCTOBER 23, 2020

SITE MAP
OCTOBER 23, 2020

14011 0271
FILED ELECTRONICALLY
CAi US COUNTY NC
M, WAYNE NIXON
AT
BOOK
START PA
END PAGE
INSTRUMENT 0
EXCISE TAX
North Caro in 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 19th 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 subartisston of Amended Certificate of Authority:
BANK OF THE OZARKS
Name Charlie 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 elect ranical ly 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(al)(5).
Certification# 106341667-1 Reference# 15853739- Page: 1 of 1
Verify this certificate online at hltp://www.sosnc.govlverificalion
Feb 20, 2020
10:56:00 AM
1,4011
0271
0271
05132
$0,00
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.
Secretary of State

FILED
CABARRUS COUNTY NC
WAYNE NIXON
FILED Dec 21 2015
AT 03:35 pm
BOOK 11720
START PAGE 0179
END PAGE 0183
INSTRUMENT # 31233
EXCISE TAX S3 800,00
M)W
NORTH CAROL1NA GENERAL WARRANTY DEED
Excise Tax: $3,80000
4 Parcel Identifier No, Parcel No.55079660610000, PIN 01010 001 L200000
Verified by County on the day of „ 20 By:
• Mail/Box to: Johnston, Allison & Hord, PA, 1065 E. Morehead Stre • •
'160
This instrument was prepared by: Johnston, Allison & Hord, P.A. (WCT)
Brief description for the Index: 4075 NC Highway 49 South
Ch&1QNC282O4 (WCT)
THIS DEED made this 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
Enicir in appropriate block for each partyname, acidic:is, and, it -appropriate, chalacilet of entity., e„q coporation or partneiship
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 1-iy• 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, Cabamis County, North Carolina and more
particularly described as follows:
See Exhibit A attached hereto and incorporated herein by reference.
The property herciri described was acquired by Grantor by instrument recorded in Book 7912, Page 120.
755030 v .1 — 23000 6519

All or a portion of the property herein conveyed includes or X does not include the primaty residence of
a Graritor
A map showing the herein described property is recorded in Plat f3ook , Page
CO HAVE AND TO HOLD the aforesaid to or parcel of land and all privileges and appurtenances thereto
belonging to the (grantee in fee simple.
And the Cirantor coven.,tswith the Grantee, that Grantor is seized of the nrengises in fee simple, has the right to
convey the same in tee simple, that tide is matIetable and free and clear of all encumbrances, and that Grantor
will wanant and defend the title against the lawful claims of all persons wlit other than the exceptions
set forth on Exhibit ; attached hereto and incotporated herein by reference.
AIN E OF PACE INTENTI NALItY 1,E14 It LANK!
755030 v 23000.65 t 9

IN W1 "NESS WHEREOF, the G. n'tor Ines caused this instrument to he signed in its corporate name by
its duly authorized office, s and its seal to be hereunto affixed by authority, f its f r and of 1.7irectars, the day and
year first above written.
RANTOR:
BRAY BOX, LLC
Name..__
Title.
Brenda Cook
anag r
STATE OF NOR IH C"AROI INA.
� P ckl ev COUN
I.. the undersi ,ned, a No ry Public of the County of 'Ylec k and State of North.
Carolina, certify t hat Brenda (:'ook and Grady Cook personally came he rare 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.
Vv'itriess my hand and of
ial seal, th
the s f_.... day of Lyeernl
//&01
2
My Commission Expires
15503(1 v. I-230001)519

EXHIBIT A
Description of Property
Lying and being in Number One (1) Township, Cabarrus County, North Carolina, and being rnoie particuiarlv
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, Days, (now or
formerly) as described in i)eed 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 ofNC, Highway 49; thence along the center
line ofNC. 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
2029,0 l'ett, an arc distance of 120 feet to a point in said center line; thence S. 03-30-00 E. 50.06 feet to a 44
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. 17.22, at Page 222; thence along the
westerly property line of Angelo and Sophia Politis, (now or formerly) S. 03-30-00 E. 71.2.86 feet to a 45 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 comer 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.
235030 v,1 - 23000,6519
4

EXCE,P1" #
Defects, hefts, encumbrances, adverse dm er titter, . created, first appearing in the public
records or attaching subsequent to the EtTective te but prior t the date the proposed Insured acquires
for value of record the estate or interest or mortgage thereon t red by this Commitment,
Taxesr>r ss ss t rrts t` r the ye 2016, and subsequent years, not t due or payable ;
Fascia.ea. uthern public Utilities Company„ r orded in t ok p s i, Caba
Registry,
4. Right of VCt to nrd elephone Companyrecorded In
Registry..
w 1"raia;e pttsrrrert
rt my Registry,
, I ages 1 2abrt s :afro
ower Company r rd d in Book 243, pages) 3. Gaga s County Regist
triporary Constructlon
Registry:
0 65.
p
ent of Trsa
nre rddinlook 652 ",leae(s) , :al
tat ak reef a r trded la Bonk 2 09, ag lit , abaz trs minty

•SR.E.424,•:iliellION0DENtatireatet• •
Harrisburg Pet Suites, LLC is proposing the construction of a new 10,987-sf pet boarding facill in Harrisburg, North Carolina,
The new commercial development will be located on a portion cif PIN 5507-96-6061, The new arcel will be approximately
1.27 acres.
Y SE
PetSuites — Harrisburg utilizes 158 Le 8" PVC p blic sanitary sewer line with three sanitary sewer manholes connected to an
exishng no station by 67 Le 8" restrained aushion taint DIP in 50 Le steel casing pipe with spiders The existing dump
station that will be utilized is the San es Mart 4055 Highway 49 S pump station, the permit for which states that a vactran 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.
480131VENNADEENRINEild.
20
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OCTOBER 23, 2020

DE NRI DWR
(.2 2 2 2020
WOROS
MOOI-;:„":iV!,„A„.17, RECJONAL,
NCE(s4R/Dork
4 28?D
'W RIDS
MOORESVO„,LF PEG1ONA
OAK
E N G NEERING
STORMWATER DESIGN
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

INTRODUCTION
SANITARY SEWER SU A Y
USGS MAP
SITE PLAN
OCTOBER 23, 2020