WQ0042403_Application (FTSE)_20210803 (2)

1186 Stonecrest Blvd.
Tega Cay, SC 29708
RECENEDINCDMIDWR
JUL 21 2021
WQROS
MOORESVILLE REGIONAL OFFICE
Mooresville Regional Office
610 East Center Avenue, Suite 301,
Mooresville, NC 28115
Vermillion Front Subdivision - Private Server Application

R. Joe arris & Associates, Inc.
1186 Stonecrest Blvd., Tega Cay, S.C. 29708
[phone]
July 20, 2021
North Carolina DEQ
Mooresville (MRO)
Division of Water Quality
610 E. Center Avenue
Mooresville, NC 28115
Re: Vermillion Front Subdivision Sewer Plans
Sewer Fast Track Application — 2nd Submittal
RJH Project No. 3319
To Whom It May Concern,
On behalf of Bowman Development Group, we have enclosed the following items for the State's
review and approval for the above referenced project:
1. Revised Fast Track Sewer System Extension Application
2. Flow Acceptance Letter and FTSE Form from Cabarrus County
3. Flow Acceptance Letter and FTSE Form from Charlotte Water
If you should have any questions or require any additional information, please feel free to
contact us at [phone] or via email at [e-mail]
Sincerely,
R. JOE HARRIS & ASSOCIATES, INC.
Daniel Gates, P.E.
Project Manager

Division of Wafter Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Vermillion Front, 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: Robert Bowman per I5A NCAC 02T .0106(b)
Title: Manager
4. Applicant's mailing address: 13815 Cinnabar Place
City: Huntersville State: NC Zip: 28078-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Vermillion Front
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: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.29.55° Longitude: -81.0.31°
5. Parcel ID (if applicable): 91568
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Daniel Gates License Number: 051823
Firm: R. Joe Harris & Associates. Inc.
Mailing address: 1186 Stonecrest Blvd
City: Tega Cay State: SC Zip: 29708-
Phone number: [phone] Email Address: dgates(ai,ijoeharris.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Rocky River Permit Number: NC0036269
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Charlotte Water
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
I. 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 Aereement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls)
❑ Residential Leased ❑ Retail with food preparation/service
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities
❑ Food and drink facilities ❑ Church
❑ Businesses / offices / factories ❑ Nursing Home
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See I5A NCAC 02T .0103(20))
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
>1s there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under I5A NCAC 02T .01 I4(tl? ❑ Yes ® No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f1)
Daily Design Flow a,b
No. of Units
Flow
Single -Family Unit (3 bedrooms)
360 gal/day(townhomes)
45
16,200 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
16,200 GPD
a See 15A NCAC 02T .0114(b). (d). (e)(l) 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 .01 I4(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: 16,200 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
895
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: . 0Longitude: - °
3. Design flow of the pump station:
4. Operational point(s) of the pump(s):
millions gallons per day (firm capacity)
gallons per minute at
5. Summarize the force main to be permitted (for this Pump Station):
feet total dynamic head (TDH)
Size (inches)
Length (feet)
Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B):
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be
provided in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 1 5A NCAC 02T .0305(f) & (g)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ I5A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(1) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpaee
➢ If noncompliance with 02T.0305(t) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No
➢ 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 all setbacks found in the river basin rules per I5A NCAC 02B .0200? ® Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ 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 I5A 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
➢ 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 I5A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version). and the Gravitv 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, A .41 e.
(Professiona Engineer's name from Application Item 1I1 1.)
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain
portions of this submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this
material and have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Roa6RT 1304MA,J , R
(Signature Authority's name & title from Application Item 1.3.)
`�����pF E S o0`/�9��
o SEAL �rn >
-
o ) 051823 " ° _
„•,
7/117v
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a
condition of this permit be violated. I also understand that if all required parts of this application package are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to
me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date: 7.13 - Z
FORM: FTA 04-16 Page 5 of 5

WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
232 Davidson Hwy,
Concord, NC 28027
704.786.1783 • 704.795.1564 Fax
www,wsacc.org
June 21, 2021
Mr. Guillermo Anzola
Engineering Assistant
Charlotte Water
5100 Brookshire Blvd.
Charlotte, NC 28216
Subject: Flow Acceptance Request
Vermillion Front Preliminary Plans (revised)
Charlotte Water Project Number 20206022
Dear Mr. Anzola:
This is a notice of capacity for the flow acceptance request received by the Water and Sewer Authority of
Cabarrus County (WSACC) from Charlotte Water on April 15, 2021.
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 Vermillion Front Preliminary Plans (revised). The referenced project will serve a residential
development with 97 three -bedroom lots, with a projected wastewater flow of34,920 gallons per day (gpd).
WSACC understands that this flow acceptance request is a replacement of the flow acceptance request for
the same project received in 2020, and that 34,920 gpd is the total flow allocation requested for the project.
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 36-inch Clarke Creek Interceptor.
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.
If you have any questions, please call meat [phone], extension 224.
Chad VonCannon, PE
Engineering Director
cc: Keri Cantrell, PE/Charlotte Wate
Michael Wilson/WSACC
Thomas Hahn, PE/WSACC.
Mark Lomax/WSACC
Trent Gobble/WSACC

Div 0 W ter Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE —10/18)
(WSACC USE ONLY) Vermillion Front Prelim
Water Project No. 20206022)
a
y Plans
evised) (Charlotte
Section I. Name of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit rINC0036269
❑ Muddy Creek Wastewater Treatment Facility -- Permit #NC0081621
WWTP tacility'spermitted flow, MGD
Estimated obligated flow not yet tributary to the WWTP, MGD
WWTP facility's actual avg. daily flow, MGD
Total flow for this specific request, MGD
Total actual and obligated flows to the facility, MGD
Percent of permitted flow used
26,500
3.125
21.947 (82,82% o
0,035
25.107
94.74%
permit)
Section II. Pump stations along the route from the Jurisdiction's connection point to the WW'FP,
Pump Station
(Name or
Number)
, untp StationTotal
Permit No.
Finn(I
Capacity *
NIGI)
(A)
Design Avenge
Doily Flow **
(Firm'pli
\ICI)
(B)
Awe\ Current
Menage Daily
Flow
\IGD
(C)
Obligated, Not Yet
Tributary Daily
Flow
\)GD
(U) 1 ('1
Correia Flow
I IusQbligated Ploy.
\I(D
)—tn'I))
Available
Capacity***
\IGD
Lower Rocky
NC0036269
37.000
14.80(
11.259
2,464
13.723
1.077
River PS
* 'rhe Firm C'upncit) (design flow) of any pump station is defined us the maximum pumped flaw that can he achieved with he largest pump taken u it of service.
"*Design Average I) 'I tlow is the rrrur capacity of II a pump station divided by a peaking factor (pf) not less than 2.5, per section 2,020)(0)(c) of the Minimum
Design Criteria.
***A flaming Assessment Addendum shall he attached for each pump station Iaclit ed helween the frrbjell conuecllurl taint and I le 11'w D'D' where available
Capacity is < 0.
Section III. WSACC Certification Statement:
I, Chad VonCannon. t't. cr:rtit} to the best or my knowledge that the addition attic volume or 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 ptunp 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 hest available data. This certification applies to those items listed above in Section I
and Section II plats all attached planting assessment addcnclums for which I am the responsible party, Signature (Willis form indicates
WSAC'C's guarantee of caps 4t tyr this wastewater flow. a /
['VSAC'C"s SigningSignciiu •e
Dale

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
Jurisdiction Requesting Flow Acceptance: Date: 4-6-2021
City of Concord ['City of Kannapolis ❑Town of Harrisburg OTown of Mt. Pleasant
®Charlotte Water
Project Title, Description, and Number of Lots/Unit:
Project Title: Vermillion Front Preliminary Plans — Project # 20206022
Description: The Vermillion Front engineering plans and specifications, as prepared and sealed by Jonathan R.
Murdock, NCPE, with R. Joe Harris & Associates, Inc, for wastewater sewer laterals to serve Vermillion Front
located on 483 Huntersville-Concord Road, with a wastewater discharge of 34,920 GPD.
*Number of Lots: 97 Units OR *Number of Units: 97 units x 360 gpd/unit *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 sewer laterals will tie-
in to the existing 8-inch sanitary sewer system, which extends to the 36-inch RCP material WSACC Clarke Creek —
Phase 2 Interceptor
Which WSACC Interceptor will the flow ultimately be discharged into: 36-inch RCP WSACC Clarke Creek- Phase
2 Interceptor
What is the WSACC manhole number that the flow will be discharged into? +/- Node 011719
What is the quantity of flow that will be discharged? 34,920 GPD
Flow type:
® Domestic 100 % ❑ Commercial % ❑ Industrial
Name of wastewater treatment facility (WWTF) receiving wastewater:
® Rocky River Wastewater Treatment Facility — Permit #NC0036269
❑ Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
Design drawings of new lines will be submitted to WSACC with the request for acceptance. Drawings can be submitted
as a digital file (DWG) or distance and bearing starting with the tap on existing infrastructure.
If the new line is to connect directly into a WSACC interceptor, detailed drawings including specification of the tap, will
be required before flow acceptance will be provided.
Mark Lomax at 704-786-1783, ext. 231, must be notified 48 hours in advance of a connection into a WSACC interceptor.
WSACC will inspect connection before, during, and after completion.
If construction is not started within two (2) year from the date of approval of the flow acceptance for this project, the
approval is rescinded and a second request and approval will be required for the project.
WSACC USE ONLY: DATE:
❑ Current sewer model shows an Interceptor as being surcharged south of the manhole in question.
❑ Approved ❑ Not Approved
❑ Current Sewer Model shows:

()F W A 7,4 State of North Carolina
QG Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE—10/07)
(JURISDICTION USE ONLY)
Jurisdiction Requesting Flow Acceptance for Collection System:
❑City of Concord DCity of Kannapolis ❑Town of Harrisburg ❑Town of Mt. Pleasant
Charlotte Water
Project Title, Description, and Number of Lots/Unit:
Project Title: Vermillion Front Preliminary Plans - Project # 20206022
Description: The Vermillion Front Preliminary Plans engineering plans and specifications, as prepared and sealed by
Jonathan R. Murdock, NCPE, with R. Joe Harris & Associates, Inc, for wastewater sewer laterals to serve Vermillion
Front Preliminary Plans located on 483 Huntersville-Concord Road, with a wastewater discharge of 34,920 GPD.
What is the quantity of flow that will be discharged? 34,920 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/pf)
MGD
(B)
Approx. Current
Average Daily Flow
MGD
(C)
Obligated, Not Yet
Tributary Daily Flow
MGD
(D) = (B+C)
Total Current Flow
Plus Obligated Flow
MGD
(E)=(A-D)
Available
Capacity***
MGD
* 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, Keri Cantrell , certify that, to the best of my knowledge, the addition of the volume of wastewater to be
permitted in this project has been evaluated along the route to the receiving WSACC interceptor; and the flow from this project
is not anticipated to cause any capacity related sanitary sewer overflows or overburden on any downstream pump station in
route to the receiving WSACC interceptor normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance with local established
policies and procedures using the best available data. This certification applies to those items listed above in Section I plus all
attached planning assessment addendums for which, to the best of my knowledge, will not adversely affect the downstream
sewer capacity. Signature of this form indicates acceptance of this wastewater flow.
KC,; . t 4/9/2021
Jurisdiction's Signing Official Signature Date
Revision Date: 08/09/13