WQ0041704_Regional Office Historical File Pre 2018

Division of Water
State of North Carolina.
Department of Environmental Quality
Division of Water Resources
15A NCAC 92T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
ETA 04-16 & SUPPORTING DOCUMENTATION
Application Number 4((') ` ' (o be completed DWR)
All items must be completed or the application will be returned
APPLICANT INFORMATION:
1. Applicant's name: Sherwood Development Group, LLC (company, municipality, IIOA, utility, etc.)
2, Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal Ell State/County ❑ Municipal
3. Signature authority's name: Just nlv9ucller per 15.\ NCA. l)2.1. 010 (la)
Title: Member Manager
4. Applicant's mailing address: 1 151 Biscayne Drive
City: Concord State: NC
Applicant's contact information:
Phone number: [phone]
PROJECT INFORMATION:
Zip: 28027-
1 Address: just.i.nt" sdgcaroas.cor
1. Project name: Wilkinson Court Townhornes
Application/Project status:
❑ Other
® 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: 35.41069' Longitude:-80,57491'
5. Parcel iD (if applica.blc): 5630084607000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1, Professional Engineer: David S. Klansman
Firm: Bloc Design, PLLC
Mailing address: 2923S. Tryon, Suite 320
City: Charlotte State: NC Zip: 28203-
Phone number: [phone] Email Address: dklausman ulbloc-nc.com
License Number: 35''1 1
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1, Facility Name: Rocky River WWTF Permit Number: NC0036296
Owner Name: WSACC
RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): 4VQ(Unknown) Downstream (Receiving) Sewer Size: 8'' inch
Sy°'ternWde{1k. trcnSv.tem.,,Permit Numbel[slQt_'applrcablel:WQCS00326
Owner Name(s)' City of Concord
FOR FTA 04-16 Page 1 of 5

' VI. GENERAL REQUIREMENTS
lithe Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
[I] Ye LINo N/A
c Applicant is a Developer of lots to be sold, has a D„eyefolferls OperationaUNgicement_LIZORM;...DEAD been attached?
El -Yes EliNo N/A
3. If the Applicant is a 1-1oni» Proper O'v ncr, Association,has an ORerational Agreement LFOR.M: 110A) been attached?
LI Yes . No N/A
4. Origin of wastewater: (check all that apply):
• Residential Owned
[1] Residential. Leased
0. School / preschool / day care
0 Food and drink facilities
El Businesses offices / factories
El Retail (stores, centers, malls)
• Retail with food preparationlservice
0 Medical / dental/ veterinary facilities
O Church
Nursing Honie
5. Nature of wastewater : 100 % Domestic/Commercial
Commercial
E Car Wash
Ej Hotel and or Motels
[1] Swimming Pool /Clubhouse
Swimming Pool Filter Backwash
[1] Other (Explain in .Attachment)
% Industrial (See 15A NCAC 02T .0103120))
1s there a Pretreatment Program in effect? fl Yes
6, Has a flow reduction been approved under 15A NCAC 021 ,01 14(0? El Yes 0 No
If yes, 'provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T..0114(0)
3 Bedroom Townhorne
No
Daily Design Flo
360 gal/unit
gall
gal/
No. of Units
12
Flow
4,320 GPD
gall
gal/
GPD
GPD
G'PD
GPD
gal
GPD
.Total , 4,320 GPD
a See 15A NC.,,\ C 02T .0114(b),(ALte)(liaird Je 421 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(S .4210).
Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15 ANCL C102T,OT141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
S. Wastewater generated by project: 4,320 GPD (per 15A NCAC (J2T .0.114)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
O 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:
Ell Rehabilitation or replacement of existing sewer with no new flow expected
rj Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicabl •) - 02' iMDC (Gravity Sewers):
Summarize gravity sewer to be pemiitted:
Size (inch.es) Length (feet)
6 342
Material
PVC
• Section 11 & IH of the MDC for Permitting of Gravity Sewers contains information related to design criteria
• Section III contains information related to minimum slopes for gravity sewer(s)
• Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII PUMP STATION DESIGN CRITERIA (If Applicable) — 02T 1)305 & MDC (Pump Stations/Force Nlains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
, Rump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude:. Longitude: -
3. Designs flow of the pump station: millions gallons per day (firm. capacity)
4, Operational point(s) of the pump(s): gallons per minute at „ feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
6. Power reliability in accordance with I 5,A CAC 02'T .0305_041):
El Standby power source or pump with automatic activation and telemetry - 1 5,A NCAC 02T ,0.305(h)(1)(13):
Required for all pump stations with an average daily flow greater than or equal to 15000 gallons per day
• Must he permanent to facility
Or if Me pump station has an average daily flow less than 15,000 gallons per day:
El Portable power source with manual activation, quickconnection receptacle and telemetry - 15A NCAC 02T
,0305(h)(1)(C)
or
[1] Portable pumping unit with plugged emergency pump connection and telemetry - I.5A NCAC 02T .0305(11)( I )(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 th.e, pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timetrarnes„ shall be provided
in the case of a multiple station power outage,
FORM: FTA 04-1.6 Page 3 of .5

Reclaimed water lines (horizontal - reclaimed over sewer)
IX. SETBACKS & SEPARATIONS — (02B .0200 & I5A NCAC 02T .0305(0):
- 1, Does the project comply with all separations found in 15.A NCAC 02T ,030.50 & (g)
15A NCAC' 0.2T.0305(0 contains minimum separations that shall be provided for sewer systems:
Setback Parameter* Separation R.aired
torm sewers and other utilities. not listed below (vertical.) 24 inches
ater mains (vertical -water over sewer including in benched trenches)
ar (horizontal)
Yes 0 No
es
10 feet
aimed water lines (vertical - reclaimed over sewer) 18 i c
2 feet
*Any private or public water supply source, including any wells, WS-I waters of Class I or
Classunded reservoirs used as a source of drinking water 100 feet
aters classified WS (except WS-I or -WS-V), 13, SA, ORW. HQW, or SR from normal
71- water or tide elevation) and wetlands (see item 1X..2)
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
An buiidint, foundation
An basement
slope of embankment or cuts of 2 feet or more vertical heigyt
Dralna1c s terns and interceptor drains
rig pools
Trad c• 1)
50 feet
10 feet
5 feet
10 feet
fee
e t
10 feet
36 inches
15A N(',V*102T,0,305(&) contains alternatives where separations in 02T,0,305(jD cannot be achieved,
'fr **Stream classifications can be identified using the Division's NC Surface Water *: lassifications webparze
If noncompliance with 02T.0305itior(g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) NI Yes LINo Lil NIA
*fr See the Division's draft separation requirements for situations where separation cannot be meet
*fr No variance is required if the alternative design criteria specified is utilized in design and construction
fr As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15.kNcz,vc.,,0,2,B (1E] Yes El No N/A
fr This would include Trout Buffered Streams per 15A NC.AC 213,0202
4. Does the project require coveragc/authortzauon under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
fr Information can be obtained from the 401 & Buffer Permitting Branch
0 Yes
5. Does project comply with .15A NCAC 02T.0105(cK6) (additional permits/certifications)? 0 YesNo
Per 15A NC.AC 021.0105(c)(6/, directly related environmental permits or certification applications are being prepared, have
been appliedfor, 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„
El Yes 0 No 0 N/A
*fr If yes, mciudc an attachment with details for each line, including type (aerial lin.c, 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. CERTI FICAT IONS:
• I. Does the submitted system comply with 15A NCAC 02T, the Minimum Desio Criteria Mr the Permitting_ of Pimp Station
yersioiff and the Gravity Sewer Minimum Desnm Criteria (latest version) as applicable.?
Yes LINo
iNo, 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
Professional Engineer's Certification
1, David Si Klausman that Ih1s application for
(Professional Fng1neers name from Application hen
has been reviewed by me and is aceurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documenuition 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 I43-215,6B, any person who knowingly makes any .fake
.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,
North Carolina Professional Engineer's seal, signature, and
3, Applicant's Certification per 15A NCAC 02T .0106(b):
Justin Mueller, Member Manager of Sherwood Development Group
attest that this application for
(Signature Authority's name & title from Application Rem 1,3.)
has been reviewed by me and is accurate and complete to the best of my knossledge 1 understand that if all required parts of
this application are not completed and that if all required supporting docurncntation and attachments arc not included, this
application package is subject to being returned as incornplete 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 pen..alties,
injunctive relief, arid or criminal prosecution 1 will make no claim against the Division of Water Resources should a condition
of this perrnit be violated. 1 also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as.
incomplete.
NOTE In accordance with General Statutes 143-215,6,A and 1437215,6B, 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 S l0000 as well as cavil penalties up to S25,000 per violation.
Signature:
Date: May 11, 2020
FORM: FTA 04-16 Page 5 of 5

Alfrcd. Br Ir SW., Pd. . Box 308, Concord, NC 2802.6-wxxx.con,:orcinc,god
High Performance Living
c,1
May12, 2020
Sherwood Development Group, LEC
Justin Mueller, Managing Member
1151. Biscayne Drive
Concord, NC 28027
P) 704-578-5688
E) JilIuf m
SUBJECT: City of Concord Willingness to Serve
Private Wastewater Collection System Extension/Modification
City of Concord Project Title: 'Wilkinson Court Townhomes
City of Concord Project # 2020-016 (Accela case#: PRS2019-00730)
Receipt Date: May 08, 2020 (Approved Drawings; Utility' 'Drawings)
March 17, 2020 (WSACC Approval)
February. 19, 2020 (Complete Package, FTA 04-16)
Engineering Plan Seal Date: March 20, 2020
WSACC Rocky River WWTP NC0036269
City of Concord. Cabarrus County, North Carolina
Dear Mr, Mueller:
,r( ECEi V ED/tN COEN ROW R
waRos
M)O 'V JE PEGioNAL, Oij
FF [GE
This letter is to confirm that on February 19, 2020, our office received the Wilkinson Court.
Townhomes engineering plans and specifications, a digital copy of the engineering plans, and private
wastewater collection system application, as prepared and sealed by David S. 'Kla.usman, NCPE, with
Bloc Design, P[1 C, for the private wastewater collection system extension consisting of approximately
386 linear feet of 6-inch sewer main with 0 manholes and other appurtenances to serve 12 3-bedroom
townhomes locatedoff of Wilkinson Ct, SE,, with an estimated domestic wastewater discharge of 4,320
(PD.
The City of Concord's public wastewater collection system has the capacity to accommodate the
estimated total average wastewater discharge of 4,320 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
\vith 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 CITA'
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
Engineering
Phone [phone] • Fax (704) 7H:6-4521

RELIED UPON TO ESTABLISH ANY DUTY OR RELATIONSHIP (SUCH AS A THIRD -
PARTY BENEFICIARY) WITH ANY PARTY USING THIS PLAN OR DRAWING. PARTIES
USING THIS DOCUMENT SHOULD CONDUCT THEIR MAN REVIEVk AM) 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: Sherwood Development Group, EEC rnust 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 Cabarrus County. Contact Gary Stansbury, Construction Administrator. at (704) 920-
5404 at least 48 hours prior to the initiating system connection.
Construction of the private wastewater collection system project shall be in accordance with I 5A NCAC
02T.0300; The Division of Water Quality's Gravity Sewer Minimum Design Criteria adopted February
12, 1996, as applicable. This does not constitute an acceptance of any part of the project that does not
meet North Carolina. Administrative Code Title 15A 02T.0300, as applicable. Failure to comply may
result in penalties in accordance .with North Carolina. General Statute §143-215.6A through §143-215.6C,
construction of additional or replacement facilities, and/or referral of the North Carolina -licensed
Professional Engineer to the licensing board.
Please be aware that the City will not assume any responsibility for the operation and maintenance of the
subject private wastewater collection system that is located on the property beyond the public utility
easementlrights-of-way.
Sherwood Development Group, LLC will be responsible for complying with the regulatory requirements
in accordance with North Carolina Administrative Code Title .15A 02T.0300, the maintenance and
operation of the private wastewater collection system, and obtaining the required permit, approvals
associated with the private wastewater collection system. Please review this section of the
Administrative Code prior to submitting your application to the State. If the permit applicant is unable to
perform all of the operation and maintenance duties requiredby 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 die 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, Sherwood Development Group, LLC must complete the NCDEQ DWR, regulatory
requirements in accordance with North Carolina Administrative Code 15A NCAC 2T for final approval
and Sherwood Development Group. 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.
incerely,
City of Concord
Sue
Hyde
Digitally signed
by Sue Hyde
Date: 2020,05,14
12:30:44 -04'00'
M, Sue Hyde, PE
Director of Engineerirtg
Date
Attachments: WSACC Approval Letter
FTSE-01/14 signed by Sue M. I tyde on 3/13/2020
Ft-SF-01/14 signed by J. Thomas Hahn, on 3/17/2020
Electronic cc:
Project 42020-016
Bloc Design. PLIC
David S. Klansman, NCPE
2922 South Tryon St, Ste. 320
Charlotte, NC 28203
P) 704-940-2883
E) dklansman2Woc-ne.com
Sincerely,
City of Concord
Thomas A, Bach, PE
Engineering Manager.
Water esour es I)
s- 1+ 21)t0
Date
Thomas A. Bach, Engineering A/tanager, Wastewater Resources, [e-mail]
Gary Stansbury, Construction Administrator, stansbutyg(itconeordne.gov
M. Sue Hyde, Director of Engineering, bydesgeoncordne.gov

WATER & SEWER AUTHORITY
OF C;ABARRUS COUNTY
232 Davidson Hwy.
Concord, NC 28027
7€ 4.786, i.783 • 744.79S L'564 Fax
www.wsacc rg
March 17, 2020
Mr. Lloyd Payne
City Manager
City of Concord
P.C.I. Box 30.8
Concord, NC 28026-0308
Subject: Flow Acceptance Request — City of Concord
Wilkinson Court Townhomes
Dear Mr. Payne:
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 March 16, 2020. WSACC has or wilt 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 Wilkinson Court Townhomes, located off Wilkinson
Court, The referenced project will serve a residential development with l2 three -bedroom townhornes, with a
projected wastewater flow of 4,320 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 Three Mile Branch Interceptor. WSACC acknowledges it has or will have capacity
for wastewater from the proposed development based on information provided by Bloc Design, 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 commilmenl 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
§T Ii2A, Article &
If you have any questions, please call me at [phone], extension 104,
J Thomas Hahn, PE
Assistant Engineering Director
Sherri Moore/Concord
David S, Klausman, PE/Bloc Design, PLLC
Michael Wilson/WSACC
Chad. VonCannon, PE/WSACC
Mark Lomax/WSACC
Trent Gobble/WSACC

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
jurisdiction Requesting Flow Acceptance:
tt; City of Concord ©City of Kannapolis Town ofHarris burg "Town of Mt. Pleasant
DCharlotte Mecklenburg Utilities
Project Title, Description, and Number of Lot/Unit:
Project Title: Wilkinson Court,Towuhomes-Prpiecf fCoC Proiectii2f120016
Description: `I e l '' a wnh ecrl_ �land,sl
Klausnian, NCP>{, witil Bloc Design, PLLC, for leetion sy ;teni extetts atl e n
i" c r feet n't r e er with n hoi and o er rtenancst sear°c t2
located, off of Wilkinson CT. SE., with a wastewater doschat; c of`4,320 GPI),
Private Sew
*Number of Lots. OR *Number of Un
will the new line be connected:
Directly into a WSACC Interceptor
Into the jurisdiction's existing collection system
Into a private line
e: March 12, 2020
s prepared and sealed by David S.
e neiuded in request.
Describe the location of the tie-in line to which the new sewer line will connect; o d. b-in rti scav
extension will tie-in to the existing 8-inch sanitary sewer system, which extends to the 3ii*inelt Rf"i W'r�
Branch Interceptor
Which WSACC Interceptor will the flow ultimately be discharged into: 30-inch. l CP WSACC Three Mile Branch
interceptor
What is the WSACC manhole number that the Slow will be discharged into? +/- Bode 0122065
What is the quantity of flow that will be discharged? 4,320 GPD
Flow type:
ICI Domestic
© Commercla
Name of wastewater treatment faci ty (WWTF) ret:elving wastewater:
ocky River Wastewater Treatment Facility — Permit i1NC0036269
ddy Creek Wastewater Treatment Facility — Permit #NC0081621
Design drawings of new lines will be submitted to WSACC with the request for acccpta 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 conn :uttt?n 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 cceptance for this project, the
approval is rescinded and a second request and approval will be required for the project:
Industrial
SACC USE ONLY:
Current
Appro
Current.
se odel show
j.i'ittrvAL
8se rer'Mlodel s: ,Alararvs.
AT r�►L t
ne
DATE:
an Interceptor as being starchamged south of the manhole in question,
Not Approved

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE —10/18)
(WSACC USE ONLY) Wilkinson Court Townhomes
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!spermitted flow, MGD
Estina'tedoiatflowoteibutatotheV
WWTP facility's actual avg. daily flow, MGD
Total flow for this specific request, MGD
Total -tual and ob ted flows toMC
Percent of permitted flow used
26.500
19.91 (75.13% o rmit)
0.004
22.289
84,11%
Section II. Purnp stations along the route from Jurisdiction'sconnection point to the WWTP.
Pump Station
(Name or
Number)
RRRWWIP
MPS
Rump Station
?unlit No,
N C0036269
Firm
Capacity *
MGD
55,440
(A)
Design Average
Daily Flow "
(Firmipt)
MGD
221'76
(8)
Approx. Current
Average Daily
Flow
MG»
Obligated, No Yet
Tributary Daily Flow
MGD
10,116
0.585
(t)) '"“B+C)
Total Current Flow
Phis Obligated Flow
MGD
10 701
(E)"(A-D)
Available
Capacity*"
MG»
11.475
* The Firm Capacity (design flow) of any pomp station is defined as the maximum pumped flow that can he achieved with the largest pump taken out of service.
4*Deskiiin Average Daily Flow is the firm capacity of the pump station divided by a peaking factor tp» not less than 2.3, per Section 2.02(A)(4)(c) of the Minimum
Design Criteria.
*"A Planning Assessment Addendum shaft be attached for each pump station located between the projet tanneUi8n pht and the WW1"P where Available
Capacity is <0.
Section III. WSACC Certification Statement:
I, L Thomas Hahn PE, certify to the best of my knowledge that the addition of the volume of wastewater to be permitted
in this project has been evaluated along the route from the connection to the WSACC interceptor to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity related sanitary
sewer overflows or overburden any downstream pump station en route to the receiving treatment plant under normal
circumstances, given the implementation of the planned improvements identified in the planning assessment where
applicable. This analysis has been performed in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Section I and Section 11 plus all attached planning
assessment addendums for which I am the responsible party. Signature of this form indicates WSACC's guarantee of
capacity for this wastewater flow. Notwithstanding the guarantee of capacity, WSACC does not make a commitment to
service this wastewater flow until a building permit is requested through the Cabarrus County Building Inspections
Department and WSACC receives payment of the System Development Fee,
"C is Signing Official Signature 1a e

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow TrackinulAcceptance for Sewer Extension Permit Applications
(FTSE 01,14)
(JUR1SD 10.N .
Wilkinson Court Townhomes —Project # ..CoC E'roject#2O2'
Jurisdiction Requesting Row Acceptance for Collection System:
EiCity of Concord Elicity of Kannapol is Erowo of Harrisburg LjTown afMt, Pleasant
OCharlotte Mecklei burg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title: Wilkinson .Court Townhomes —Project # (CoC. Prolect#2020701„61
Description: The Wilkinson Couff Townhomes erwipeering plans and specifications. as_prepared and sealed by David S.
Klausman, NCPE, with flloc lesion RUC, or tine wastewater collection system extension consisting, of approximately 386
linear feet of 6-inch sanitary sewer with, 0 manholes and other appurtenances to serve 2 3-bedroom nhomes located off of
-Wilkinson CT. SE„ with a wastewater,discharge of 4,320 GPD.
What is the quantity of flow that will he discharged? 4 320 GP[)
Flow type:
Domestic 100 % Ei Commercial Industrial
-----^-y-L
Section 1 - List the Jurisdiction's pump station .a ed between the project connection point and the WSACC
Interceptor connection point.
! 1.
,
mtC) (D' I i(8—C) irL (A -DI
(13)
Pup Station r inn Calr:FeFF!, ' oc,,p,,,,r1 A v_mgc 11%14 FIon I \moo.) Covi..:m ON igau;-2., NOZ. )","[ 100 CUll il„( f iov : 1o.,1„
i ,i
i i Name or Nuother) MCD FU11. Pn AN.,rWC. Dad V F14,11.1. t Tr.bwary Daily Flo,., , lu, Ohligar,,,f El,,..,
it) WA) \TCI) •slfit) Alta)
I
---i
l I i t
1 i
[—.
—.I.
I ' the Firm Capacity of any pomp station is defined as the mavimum pumped floss, that can be achieved with the. largest pump taken out of service,
1 *9)rsign .Averate Daily How )8 the firth capacity of the pump station divided by a peithing factor not less than LS%
iLL**A Planning AsSY85 mem Addendum shall be attached for each pump station located between the project connection point and the WWTP. where Available Capacity is
Section 11. Jurisdiction's Certification Statement:
1. Ni, Sue Hyde, certify that, to tho best of my knowledge, the additionaddtion of the volume of wastewater to he 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 or the planned improvements identified in
the planning assessment where applicable. This analysis. has been performed in accordance with local established policies and
procedures using he 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 knowledgewill not adversely affect the downstream sewer
capacity. Signature of this form indicates acceptance or this Y-astevirater flow,
Digitally signed by Sue Hyde
Dater 2020,03,13 5,30f26
—
Jurisdiction's _gning (Octal Signature
Sue H
Date
Re.vision :ate: 108...49;

y llnute d
tra of Christ
d
Ma Ionic-
e No. 32
Robertson
ltC;
Kinetic by
Windatre rn Store
Guar rdParning
Department
L Ct
mnrty
pl t
C,KSelect lra lE
ner&l Home
'ab&rrus County
Re i ter...D eras
has d t p SE
sk-F arnili
ck'• m inn
Ave SE.
E hern Green
Gait am Av'e SE
F ydratra is Shop
ry
IV t':a L_kfdttL-t
Camilla Hill Apartments
Ave SS
Zsambeky Chaney
Associates L'
cs
Ca air t t aunty
Sheriff' C1fftce

of State carch c;s
w File an Annual Report/Amend an Annual Report • Upload a PDF Filing Order a Document Online
Add Entity to My Email Notification n List View Filings • Print a Pre -Populated Annual Report form • Print
an Amended a Annual Report form
ted Liability
Legal, Name
Sherwood Devebpment Group, LC
Infor ation
Soald: 1523259
Status: Current -Active
Date Formed:6/9/2016
Citizenship: Domestic
Annual. Report Due Date: April 1 tl
urrentAnnuat Report Status:
Registered Agent:. urner,
Addresses
ichael R
ailing Principal Office
51 Union Street South, Smite 100 51 Union Street South, Suite 100
Concord, NC 28025 2 oncord, NC 28025
Reg Office Reg Mailing
51 Union Street South, Suite 100 51 Union Street South Suite 100
Concord, NC 28025 Concord, NC 28025
Company f ici :.
Al LL s are managed by their onagers pursuan o N.C.N.C.G S. 7D- -2 .
Managing Member Managing Member
Justin Mueller Joseph Untz
51 Union Street South Suite 100 1 Union Street South, Suite 100
Concord NC 28025 Concord NC 28025
littn:;'.+"x.sstac.g
on
nc se
es `scar c
Business ss e ist

TRANSMITTAL
T
Date: May 19, 2020
Reference: 00529.10 - Wilkinson Courf Private Sanitary Se
Attention:
Plan Revie
Company: NC E
Mooresville Regional Office
610 East Center Avenge, Suite 30
Mooresville. PAC 28115
ng: 1 - Cover Letter
ETA package
1 - Sanitary Severer Plan
- Check, $480.00 for review fee
Trans fitted
Vi:'
Corn ent::
FedEx
er Sufi
Please call (811 -51 47 ) orrnail ( kiausmcan bloc-rlc.co ) nse iflany question
you at( Dave;.
By:
CC:
Niel S. Klansman
Bloc [design, PLL
Lockhart, Jr, PE, CP,rtCSI E
Bi gn
2923 South Tryon St, Suite 32
Charlotte, NC 2 203
70494(12883 w ww+w.l lc c-nc.c rn

May 12, 2020
State of North Carolina Department of Environment Quality
Division of Water Resources
610 East Center Avenue
Suite 301
Mooresville, North Carolina 28115
Re: 00529.10— Wilkinson Court Townhornes
To Whom It May Concern,
MCiOR sVi
v
yvOROS
t:.GR)N;wi.. F
The referenced project is a proposed townhome development consisting of 12 total units in two separate
groupings, 6 units each. The development will be served by an existing 8" sanitary sewer main located within
the public right-of-way of Wilkinson Court SE. The proposed private sanitary sewer system will serve all 12
proposed townhomes on the parcel. An anticipated peak flow to the proposed private sanitary sewer system will
be 4,320 gallons per day. The private system will consist of approximately 342 linear feet of 6-inch PVC pipe,
with two manholes.. The private sewer system will serve the townhome units via lateral connections.
This package includes the completed FTA 04-16 form, USGS topographic map, aerial and associated plan
sheets,
Upon your review of the enclosed information, pleas
Regards,
David S. Klausman, PE
Bloc Design, PLLC
803-513-4734
cc: Mr. W. Larry Lockhart, Jr,, PE
Mr. Nicholas T. Vesely, PE
ee to co
act
her discussion.
Bloc Design
2923 South Tryon St, Suite 320
Charlotte, NC 28203
704,940,2883 vav v.t l rt ,arc

FAST TRACK SEWER ENGINEERING CERTIFICATION IRKEivuow:DENRIDwp
Nov 0 5 2.0?0,
PERMITTEE: SHERWOOD DEVELOPMENT GROUP, LLC
PERMIT #: WQOO4I 704
PROJECT: Wilkinson Court Townhomes
ISSUE DATE: MAY 27, 2020
WCIROS
MOORCSV .t„LE PEG N OFFICE
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation, It should be submitted. in a manner that documents the Division's receipt, Send the
required documentationto the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violationof the permit and shall subject the Permittee to
appropriate enforcement actions: The Pennittee is responsible for tracking all partial certifications up
until a final certification is received by the Division. A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
1, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittec, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portionsjL
Justin Mueller, Managing Member
Printed Name, Title
ENGINEER'S CERTIFICATION
ate
1, David S. Klausman , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (.1 periodically, rj weekly, L full time) the constmetion of the
project name and location as referenced above for the above Permittee hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the following, construction:
linear feet of 6-inch private gravity sewer; such that the construction was observed to be built within
substantial compliance of this permit; 15A NCAC 02T; the Division of Water Resources' (Division)
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
, 2000 as applicable, and other supporting materials.
North Carolina Professional Ein_nneer's Seal wIsignature & date:
II Final E Partial (include description)
Certification Comments/Qualifiers (attach if necessa
0 *.
SEAL
35711
(AL;
.41G I tiSen
\ •
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

Certifying Engineer: David S. Klausman
"
Certification Review Date: November 4, 2020 NOV 0 5 2020
Project Name: Wilkinson Court Townhornes
WQ00 41.70.4 Project County: Cabarrus
1) Has permittee information changed since the permit was issued (or last modified): change of mailing address,
change of ownership, transfer from developer to HOA/POA, etc. 1 I Yes II No
• If yes, please provide either a change of ownership form or new contact infonnation. Note that transfer of
permits from the developer to the HOA/POA must occur with the first certification.
2) Have the as -built drawings have been signed, sealed,,and dated by an N.C. PE? 1 Yes No
3) Final Engineering certification? II Yes E No
• If Partial Engineering certification, provide detailed narrative including what is being certified in the current
phase, what was previously certified (if applicable), and what is left to be certified.
4) Adequate information related to sewer lines: • Yes T No 0 N/A
• Three feet minimum cover has been provided for all sewers unless ferrous pipe was installed,.
• Minimum diameters for gravity sewers are 8-inches for public lines and 6-inches for private lines.
• Manholes have been installed: At the end of each line, at all changes in grade, size, or alignment, at all
intersections, and at distances not greater than 425 -feet.; minimum diameter shall be 4. .feet (48-inches).
5) Adequate information related to pump stations: r Yes No N/A
• Ensure power reliability option was selected per 15A NCAC 02T.1)305111,
6) Was project construction completed in accordance with all of the following: Yes 0 No b N/A
• 151\ N/CAC 02T, Minimum Design (riteriaLMDC) for the perinittingol Gravity Sewers (latest version and
MDC for the Permitting of Pump Stations and 'Force Mains (latest -version.)?'
If not, a variance approval is required in accordance with 15A NCAC 02T.0105j.W, prior to certifieation and
operation.
• Contact the Central Office to discuss the variance to determine a course of action.
• Applicant must submit two copies of the variance request form, plans, specifications, calculations, and any other
pertinent inforination to the Central Office (on.e hard copy, one digital copy).
• The central office will review the variance .request, and if approvable, specific language regarding the variance
will be incorporated into the permit, either via a special condition or a supplementary letter. A copy of th.e
reissued permit with variance language or the variance letter must be maintained with the original documents,
7) Does the project contains high priority lines (I.5A N.c.AC 02T .04( Yes No
• If yes, ensure that the permit already contains the necessary- condition related to high priority lines 15A NCAC
02T.0403 (a)(5). If the permit does not include this language, the Fast Track reviewer will reissue the permit with
the appropriate language,
8) Are Permit modifications are required for any changes resulting in non-compliance with this permit (including but not
limited to pipe length changes of 10% or greater, change in flow, pumpstation design capacity design change of 5% or
greater, and/or change in the number/type of connections)? El Yes II No
• If yes, a permit modification request must be submitted to the appropriate Regional Office, and a modified
permit with revised certification roust be issued prior to certification and operation.
CERTIFICATION CHECKLIST
To be completed by the certifying engineer prior to operation of the permitted sewers, per 15A NCAC 02T.0116.
WECE'LIVF:IPNCOliNEotww,
WQROS
MOORF2, „E. PEGONAt„.
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]