WQ0041704_Application_20200520

landscape architecture I planning I civil engineering
TRANSMITTAL
Date: May 19, 2020
Reference: 00529.10 - Wilkinson Court - Private Sanitary Sewer Submittal
Attention: Plan Reviewer
REOSIVED� NC*ENl lli)WR
Company: NCDEQ
Mooresville Regional Office MAY 2
610 East Center Avenue, Suite 301
Mooresville, NC 28115 WQROS
MOORESVILLE REGIONAL OFFICE
Transmitting: 1 -Cover Letter
1 - FTA package
1 - Sanitary Sewer Plan
1 - Check $480.00 for review fee
Transmitted FedEx
Via:
Comments: Please call (803-513-4734) or email ([e-mail]) me with any questions
you may have.
By:
r
David S. Klausman
Bloc Design, PLLC
CC: W. Larry Lockhart, Jr. PE, CMCSI - BD
Bloc Design
2923 South Tryon St., Suite 320
Charlotte, NC 28203
704.940.2883 www.bloc-nc.com

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 Townhomes
To Whom It May Concern,
1RECEIVEb/NCDENR/DWR
MAY 2 0 2020
WQROS
MOORESVILLE REGIONAL OFFICE
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, please feel free to contact me for further discussion.
Regards,
c�Svl�
David S. Klausman, PE
Bloc Design, PLLC
803-513-4734
cc: Mr. W. Larry Lockhart, Jr., PE
Mr. Nicholas T. Vesely, PE
Bloc Design
2923 South Tryon St, Suite 320
Charlotte, NC 28203
704.940.2883 www.bloc-nc.com

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
(A /(� r R2OEIVED1i�CpE�l�t/DWl�
Application Number:1 V `� bd O (to be completed by DWR)
MAY b C 2020
All items must be completed or the application will be returned
WQROS
I. APPLICANT INFORMATION: MQORESVII-LE REGIONAL, OFFICE
1. Applicant's name: Sherwood Development Group, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ® Other
3. Signature authority's name: Justin Mueller per 15A NCAC 02T .0106(b)
Title: Member Manager
4. Applicant's mailing address: 1151 Biscayne Drive
City: Concord State: NC Zip: 28027-
5. Applicant's contact information:
Phone number: [phone] Email Address: justin ,sdgcarolinas.com
II. PROJECT INFORMATION:
1. Project name: Wilkinson Court Townhomes
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Cabarrus
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.41069' Longitude:-80.57491'
5. Parcel ID (if applicable): 5630084607000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
l . Professional Engineer: David S. Klausman License Number: 35711
Firm: Bloc Design, PLLC
Mailing address: 2923 S. Tryon, Suite 320
City: Charlotte State: NC Zip: 28203-
Phone number: [phone] Email Address: dklausmankbloc-nc,com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Rocky River WWTF Permit Number: NCO036296
Owner Name: WSACC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ(Unknown) Downstream (Receiving) Sewer Size: 8" inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00326
Owner Name(s): City of Concord
FORM: FTA 04-16 Pagel of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes [:]No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes [:]No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached'?
❑ Yes [—]No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
_ % Industrial (See 15A NCAC 02T .0103(20)
,Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ® No
➢ If Yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01140
Daily Design Flow',b
No. of Units
Flow
3 Bedroom Townhome
360 gal/unit
12
4,320 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
4,320 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: 4,320 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

V11. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
6 342 PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - °
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry -15A NCAC 02T .0305(h)(1)(B);
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g)
➢ 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
® Yes ❑ No
Setback Parameter*
Separation Required
Stone 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 buildin 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.0305W contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webuage
➢ If noncompliance with 02T.0305( 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? E Yes ❑ No [—]N/A
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
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:
I, David S. Klausman attest that this application for
(Professional Engineer's name from Application Item III.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, 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.
..............................................
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tti/it j. F,
North Carolina Professional Engineer's seal, signature, and a
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SEAL
35711
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3. Applicant's Certification per 15A NCAC 02T .0106(b):
I,
Justin Mueller, Member Manager of Sherwood Development Group attest that this application for
(Signature Authority's name & title from Application Item I.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date: May 11, 2020
FORM: FTA 04-16 Page 5 of 5

TNORTH CAROL 1 N A 635 Alfred Brown Jr Court SW, P.O. Box 308, Concord, NC 28026-www.concordnc.gov
High Perfvrmanre Living
May 12, 2020
Sherwood Development Group, LLC
Justin Mueller, Managing Member
1151 Biscayne Drive
Concord, NC 28027
P) 704-578-5688
E) justinLcc6sdgcarolinas.com
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 — NCO036269
City of Concord, Cabarrus County, North Carolina
Dear Mr. Mueller:
REGEIVEDtNGDENR/DWR
MAY 2 G 2020
WQROS
MOORESVILLE REGIONAL OFI`ICE
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. Klausman, NCPE, with
Bloc Design, PLLC, 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
twnhomes located off of Wilkinson Ct. SE., with an estimated domestic wastewater discharge of 4,320
GPD.
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
with this private system.
THE CITY OF CONCORD AND ITS STAFF ARE NOT RESPONSIBLE FOR ERRORS IN
DESIGNS, CALCULATIONS, DRAWINGS OR STATEMENTS SUBMITTED BY
APPLICANTS, THEIR TECHNICAL CONSULTANTS, SURVEYORS OR ENGINEERS. THE
CITY OF CONCORD AND ITS STAFF ARE NOT RESPONSIBLE FOR FINDING OR
CORRECTING ANY ERRORS OR DEFICIENCIES IN PLANS SUBMITTED TO THE CITY
OF CONCORD FOR REVIEW AND APPROVAL. THE CITY OF CONCORD DISCLAIMS
ANY LIABILITY FOR ERRORS CONTAINED IN PLANS SUBMITTED TO THE CITY OF
CONCORD. THE SIGNATURE OF THE CITY OF CONCORD ENGINEER MAY NOT BE
Engineering
Phone [phone] • Fax [phone]

RELIED UPON TO ESTABLISH ANY DUTY OR RELATIONSHIP (SUCH AS A THIRD -
PARTY BENEFICIARY) WITH ANY PARTY USING THIS PLAN OR DRAWING. PARTIES
USING THIS DOCUMENT SHOULD CONDUCT THEIR OWN REVIEW AND ANALYSIS
FOR MAKING A DECISION IN RELIANCE ON THIS DOCUMENT.
This letter shall not be construed as an Authorization to Construct by the City of Concord. All applicable
permits associated with this project must be obtained and copies must be presented on site prior to
commencement of the work.
IMPORTANT: Sherwood Development Group, LLC must submit a copy of the NCDEQ-Division of
Water Resources, Non -Discharge approval letter and authorization to construct permit and a copy of the
engineer's final certification to the City of Concord prior to interconnection with the City of Concord's
public wastewater collection system. The City of Concord must be present to observe the connection of
this private system, in order to meet the Standard Specifications for Wastewater Collection and Water
Distribution for Cabarrus County. Contact Gary Stansbury, Construction Administrator, at (704) 920-
5404 at least 48 hours prior to the initiating system connection.
Construction of the private wastewater collection system project shall be in accordance with 15A NCAC
02T.0300; The Division of Water Quality's Gravity Sewer Minimum Design Criteria adopted February
12, 1996, as applicable. This does not constitute an acceptance of any part of the project that does not
meet North Carolina Administrative Code Title 15A 02T.0300, as applicable. Failure to comply may
result in penalties in accordance with North Carolina General Statute § 143-215.6A through § 143-215.6C,
construction of additional or replacement facilities, and/or referral of the North Carolina -licensed
Professional Engineer to the licensing board.
Please be aware that the City will not assume any responsibility for the operation and maintenance of the
subject private wastewater collection system that is located on the property beyond the public utility
easement/rights-of-way.
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 required by the State's Administrative Code, a
private wastewater collection system extension should not be requested.
The City reserves the right to disconnect the subject wastewater collection system and potable water
service from the City of Concord's public system if improper operation and maintenance of the private
system violations of any Federal, State or local regulations, ordinances, or policies.
After the private wastewater collection system has been constructed and prior to water service
activation, 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.
Sincerely,
City of Concord
Sue Digitally signed
by Sue Hyde
Hyde Date: 2020.05.14
12:30:44-04'00'
M. Sue Hyde, PE
Director of Engineering
Date
Attachments: WSACC Approval Letter
FTSE-01/14 signed by Sue M. Hyde on 3/13/2020
FTSE-01/14 signed by J. Thomas Hahn, on 3/17/2020
Electronic cc:
Project #2020-016
Bloc Design, PLLC
David S. Klausman, NCPE
2923 South Tryon St, Ste. 320
Charlotte, NC 28203
P) 704-940-2883
E) dklausman a.bloc-nc,com
Sincerely,
City of Concord
AW16*G. Pam,
Thomas A. Bach, PE
Engineering Manager
Water S esour es
S1 �{-�2020
Date
Thomas A. Bach, Engineering Manager, Wastewater Resources, [e-mail]
Gary Stansbury, Construction Administrator, [e-mail]
M. Sue Hyde, Director of Engineering, [e-mail]

WSACC
ISO 1001:2015 ♦ NC Slat Public Sector • OHSAS U00:2002
March 17, 2020
Mr. Lloyd Payne
City Manager
City of Concord
P.O. Box 308
Concord, NC 28026-0308
Subject: Flow Acceptance Request— City of Concord
Wilkinson Court Townhomes
Dear Mr. Payne:
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
232 Davidson Hwy.
Concord, NC 28027
704.786.1783 ♦ 704.795.1564 Fax
www.wsacc.org
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 will have capacity at
the Rocky River Regional Wastewater Treatment Plant and appropriate sewer interceptors to transport and treat
the domestic wastewater from the proposed project entitled Wilkinson Court Townhomes, located off Wilkinson
Court. The referenced project will serve a residential development with 12 three -bedroom townhomes, 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 comniffinent 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. §I62A, Article 8.
If you have any questions, please call me at [phone], extension 104.
Sincerely,
J. 'X !
J. Thomas Hahn, PE
Assistant Engineering Director
cc: 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: Private Sewer Date: March 12, 2020
®City of Concord ❑City of Kannapolis ❑Town of Harrisburg ❑Town of Mt. Pleasant
❑Charlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title: Wilkinson Court Townhomes—Proiect # jCoC Project#2020-016j
Description: The Wilkinson Court Townhomes engineering plans and specifications, as prepared and sealed by David S.
Klausman, NCPE, with Bloc Design, PLLC, for the wastewater collection system extension consisting of approximately
386 linear feet of 6-inch sanitary sewer with 0 manholes and other appurtenances to serve 12 3-bedroom townhomes
located off of Wilkinson CT. SE., with a wastewater discharge of 4,320 GPD.
*Number of Lots: OR *Number of Units: 12 *Must be included in request.
Where will the new line be connected:
❑ Directly into a WSACC Interceptor
® Into the Jurisdiction's existing collection system
❑ Into a private line
Describe the location of the tie-in line to which the new sewer line will connect: The proposed 6-inch sanitary sewer
extension will tie-in to the existing 8-inch sanitary sewer system, which extends to the 30-inch RCP WSACC Three Mile
Branch Interceptor
Which WSACC Interceptor will the flow ultimately be discharged into: 30-inch RCP WSACC Three Mile Branch
Interceptor
What is the WSACC manhole number that the flow will be discharged into? +/- Node 012065
What is the quantity of flow that will be discharged? 4,320 GPD
Flow type:
® Domestic 100 ❑ Commercial % ❑ Industrial %
Name of wastewater treatment facility (WWTF) receiving wastewater:
® Rocky River Wastewater Treatment Facility — Permit #NC0036269
❑ Muddy Creek Wastewater Treatment Facility — Permit 4NCO081621
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 t►vo (2) year from the Mate 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: 0 'LOLO _
❑, Current sewer model showp an Interceptor as being surcharged south of the manhole in question.
Q Approved- 1tg r1 ❑ Not Approved
❑ Current Sewer Model shows: C tt-. 0 trAl. 0)

State of North Carolina
Department of Environmental Quality W'RDivision of Water Resources
Flow Tracking for Sewer Extension Applications
Dlvlslon of Water Resources (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's permitted flow, MGD 26.500
Estimated obligated flow not yet tributary to the WWTP, MGD 2.374
WWTP facility's actual avg. daily flow, MGD 19,911 (75.13% of permit)
Total flow for this specific request, MGD 0.004
Total actual and obligated flows to the facility, MGD 22.289
Percent of permitted flow used 84.11 %
Section II. Pump stations along the route from the .jurisdiction's connection point to the WWTP.
Pump Station
Pump Station
First
Design Average
Approx. Current
(C)
(D) _ (B*C)
(B)'(A-D)
(Name or
Capacity *
Daily Flow ""
Average Daily
Obligated, Not Yet
g
Total Current Flow
Available
Number)
Permit No.
MGD
(Firm/pt)
Flaw
Tributary Daily Flow
Plus Obligated Flow
Capacity*,,*
MGD
MGD
MGD
MGD
MGD
RRRWWTP
NCO036269
55.440
22.176
10.116
0.585
10.701
11.475
MPS
The Firm Capacity (design flow) of any pump station is defined as the maximum pumped now 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 (pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum
Design Criteria.
"""A Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the WWTP where Available
Capacity is <0.
Section III. WSACC Certification Statement:
I, J. Thomas Hahn. PE, certify to the best of my knowledge that the addition of the volume of wastewater to be permitted
in this project has been evaluated along the route from the connection to the WSACC interceptor to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity related sanitary
sewer overflows or overburden any downstream pump station en route to the receiving treatment plant under normal
circumstances, given the implementation of the planned improvements identified in the planning assessment where
applicable. This analysis has been performed in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Section 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 WSACC receives payment of the System Development Fee.
's Signing Official Signature

DWR
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)
Wilkinson Court Townhomes —Project # (CoC Project#2020-016)
Jurisdiction Requesting Flow Acceptance for Collection System:
®City of Concord ❑City of Kannapolis ❑Town of Harrisburg ❑Town of Mt. Pleasant
❑Charlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title: Wilkinson Court Townhomes —Project # (CoC Project#2020-016)
Description: The Wilkinson Court Townhomes engineering plans and specifications as prepared and sealed by David S.
Klausman, NCPE, with Bloc Design, PLLC, for the wastewater collection system extension consisting of approximately 386
linear feet of 6-inch sanitary sewer with 0 manholes and other appurtenances to serve 12 3-bedroom townhomes located off of
Wilkinson CT. SE., with a wastewater discharge of 4,320 GPD.
What is the quantity of flow that will be discharged? 4,320 GPD
Flow type:
® Domestic 100 % ❑ Commercial % ❑ 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/pt)
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
* 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 < 0.
Section II. Jurisdiction's Certification Statement:
I, M. Sue Hyde, certify that, to the best of my knowledge, the addition of the volume of wastewater to be permitted in this
project has been evaluated along the route to the receiving WSACC interceptor; and the flow from this project is not
anticipated to cause any capacity related sanitary sewer overflows or overburden on any downstream pulnp station in route to
the receiving WSACC interceptor normal circumstances, given the implementation of the planned improvements identified in
the planning assessment where applicable. This analysis has been performed in accordance with local established policies and
procedures using the best available data. This certification applies to those items listed above in Section I plus all attached
planning assessment addendums for which, to the best of my knowledge, will not adversely affect the downstream sewer
capacity. Signature of this form indicates acceptance of this wastewater flow.
Sue H vd e Digitally signed by Sue Hyde
Da te: 2020.03.13 15:30:26
Jurisdiction's Signing Of Signature Date
Revision Date: 08/09/13

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North Carolina Secretary of State Search Results
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an Amended a Annual Report form
Limited Liability Company
Legal Name
Sherwood Development Group, LLC
Information
Sosld: 1523259
Status: Current -Active
Date Formed: 6/9/2016
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Burgner, Michael R
Addresses
Mailing
51 Union Street South, Suite 100
Concord, NC 28025
Reg Office
51 Union Street South, Suite 100
Concord, NC 28025
Company Officials
Principal Office
51 Union Street South, Suite 100
Concord, NC 28025
Reg Mailing
51 Union Street South, Suite 100
Concord, NC 28025
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Managing Member
Justin Mueller
51 Union Street South Suite 100
Concord NC 28025
Managing Member
Joseph Untz
51 Union Street South, Suite 100
Concord NC 28025
https://www.sosnc.gov/online_services/search/Business_Registration_Results 5/21/2020