WQ0042403_Application (FTSE)_20210803

DWR
Division of Water Resources
JNCDEQ/DWR State of North Carolina
Department of Environmental Quality
MAR 2 5 2021 Division of Water Resources
15A NCAC 02T .W gAST TRACK SEWER SYSTEM EXTENSION APPLICATION
MOORESVILLE REGIONAL OFFICEFTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: l,‘Vl/ (� �% �o c mp1eced by DWR)
"
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Bowman Development Group (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Robert Bowman per 15A NCAC 02T .0106(b)
Title: Owner
4. Applicant's mailing address: 13815 Cinnabar Place
City: Huntersville State: NC Zip: 28078-
5. Applicant's contact information:
Phone number: [phone] Email Address: natebowman15(agmail.com
II. PROJECT INFORMATION:
1. Project name: Vermillion Front
2. 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: 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: Jonathan Murdock License Number: 050079
Firm: R. Joe Harris & Associates, Inc.
Mailing address: 1186 Stonecrest Blvd
City: Tega Cay State: SC Zip: 29708-
Phone number: [phone] Email Address: imurdock(a,rjoeharris.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
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ENo ®NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
Yes ❑No ❑N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned
❑ Residential Leased
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ 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. Has a flow reduction been approved under 15A NCAC 02T .0114(0? ❑ Yes ® No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
Single -Family Unit
190 gal/day(townhomes)
45
8,550 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
11,780 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.0114] shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 8,550 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: 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(fl contains minimum separations that shall be provided for sewer systems:
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation)
➢ 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
®Yes No
3. Does the project comply with all setbacks found in the river basin rules per 15A 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 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
➢ 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:
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 143-215.6B, 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 $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, n� 3 . m)a ",$ p Qce VsJL)o,J
(Signature Authority's name & title from Application Item I.3.)
•
050079
Prt4C 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:
FORM: FTA 04-16 Page 5 of 5

WSACC
IS0140011015 • NC Slat Public Sector • OHSAS 18001:2001
Mr. Guillermo Anzola
Engineering Assistant
Charlotte Water
5100 Brookshire Blvd
Charlotte, NC 28216
Subject:
December 22, 2020
Flow Acceptance Request
Vermillion Front Preliminary Plans
Charlotte Water Project Number 20206022
Dear Mr. Anzola:
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 Charlotte Water on December 21, 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 Vermillion Front Preliminary Plans. The referenced project will serve a residential development
with 99 units, with a projected wastewater flow of 18,810 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 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 me at [phone], extension 224.
Sincerely,
Y
Chad VonCannon, PE
Engineering Director
cc: Keri Cantrell, PE/Charlotte Water
Michael Wilson/WSACC
Thomas Hahn, PE/WSACC
Mark Lomax/WSACC
Trent Gobble/WSACC

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE —10/18)
(WSACC USE ONLY) Vermillion Front Preliminary Plans (Charlotte Water
Project No. 20206022)
Section I. Name of wastewater treatment facility (WWTF) receiving wastewater:
® Rocky River Wastewater Treatment Facility - Permit #NC0036269
El 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 5.168
WWTP facility's actual avg. daily flow, MGD
Total flow for this specific request, MGD
Total actual and obligated flows to the facility, MGD
Percent of permitted flow used
19.911 (75.14% of permit)
0.019
25.098
94.7 1 %
Section II. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
Pump Station
(Name or
Number)
Pump Station
Permit No.
Finn
*Total
Capacity
MGD
(A)
Design Average
Daily Flow **
(Fitmtpf)
MGD
(B)
Approx. Current
Average Daily
Flow
MGD
(C)
obligated, Not Yet
Tributary Daily
Flow
MGD
(D)=(Q+C)
Current Flow
Plus Obligated Flow
510D
(E)_(A'D)
Available
Capacity***
MGD
Lower Rocky
NC0036269
37.000
14.800
12.346
4.318
16.664
-1.864
River PS
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow that can be achieved with he largest pump taken out of service.
**Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pt) not less than 2.5. per Section 2.02(AX4)(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 WR'TP where Available
Capacity Is < 0.
Section III. WSACC Certification Statement:
I, Chad VonCannon, PE. certit� 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 ttached planning assessment addendums for which I am the responsible party. Signature of this form indicates
WSACC's gutcf capacity for this wastewater flow.
WSACC 's Signing Official Signature
a/31/
Date

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is < 0.
Pump Station (Name or Number): Lower Rocky River Pump Station
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for 25.91 % and 4.318 MGD of
the committed flow in the Lower Rocky River Pump Station; and that
b. The rate of activation of this obligated, not yet tributary capacity is currentlyapproximately
1.806 MGD per year (please see second paragraph below); and that
c. A funded Capital Project that will provide the required planned capacity, namely Lower Rocky River Pump Station
Expansion is in design or under construction with planned completion in December 2021; and/or
d. The following applies:
Per guidance from Charlotte Water, it is expected that the Vermillion Front Preliminary Plans project will be
constructed and certified by October 2024, and a phased approach is not anticipated for this project.
WSACC has been working with Brown and Caldwell since February 2020 to study an expansion of the Rocky River
Regional WWTP, which includes study of expansion for the Lower Rocky River Pump Station. The Lower Rocky
River Pump Station currently includes four pumps, with space available for two additional pumps and associated
piping. WSACC initiated formal design in September 2020 for implementation of additional pumping capacity at
the Lower Rocky River Pump Station. Given that space is already available for two additional pumps, and that
some associated piping is already in place, WSACC currently anticipates that design and construction for
implementing additional capacity at the Lower Rocky River Pump Station can be completed by the end of 2021.
Based on recent analyses by Brown and Caldwell, WSACC expects that the firm capacity of the upgraded Lower
Rocky River Pump Station will be around 53.3 MGD, meaning that WSACC expects the "design average daily flow"
of the upgraded Lower Rocky River Pump Station will be around 21.3 MGD.
Based on flow trends so far in 2020, WSACC expects the overall 2020 annual average rate of activation for obligated,
not yet tributary capacity to be lower than the 1.806 MGD per year indicated above (from calendar year 2019). The
increase in flow at the Lower Rocky River Pump Station in calendar year 2019 was heavily influenced by significant
and persistent rainfall events. The year-to-date average flow for 2020 is approximately 11.2 MGD, much lower than
the 12.346 MGD annual average from 2019, which was heavily influenced by the referenced rainfall events. With the
combination of lower actual flows so far in 2020 and an expected lower rate of activation for obligated, not yet
tributary flows relative to the values experienced in 2019, WSACC does not currently anticipate issues with design
capacity at the Lower Rocky River Pump Station prior to completion of the planned capacity upgrades at the Lower
Rocky River Pump Station.
Finally, WSACC is also working with a consulting engineer on design and related work for the Back Creek
Interceptor Improvements project. Completion of construction for the Back Creek Interceptor Improvements
project is expected in early 2022 (after the expansion of the Lower Rocky River Pump Station is complete), and will
result in an additional 1.1 MGD of wastewater flow from Charlotte Water conveyed to the WSACC system, which
will lead to additional flow at the Lower Rocky River Pump Station. NC DEQ has issued a permit for the Back
Creek Interceptor Improvements Project, and included on that permit a stipulation that, prior to any flow being
tributary from the Back Creek Interceptor Improvements Project, the planned capacity upgrades at the Lower
Rocky River Pump Station must he completed and certified.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow this flow
to be permitted, without a significant likelihood of over -allocating capacity in the system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143- 215.67(a) which
prohibits the introdugtton of any waste in excess of the capacity of the waste disposal system.
/ 2 3/4-°
ate
Signing Official Signature
Page 3 of 6
FTSE 10-18

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
Jurisdiction Requesting Flow Acceptance: Date: 11-16-2020
❑City of Concord City 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 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 Hunters% i Ile -Concord Road, with a wastewater discharge of 18,810 GPD.
*Number of Lots: 99 Units OR *Number of Units: 99 units x 190 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? +1- Node 011719
What is the quantity of flow that will be discharged? 18,810 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.
1f 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:Co.A (Err Ei t-teSI CpPAC. t rY • N ("AvsTti
LI NV % et•. tit i.tt, („4I Pi ti+XEt.g.tes..1 LDPJat p bt4t. SF@
Palk C.T. R. L.f1.t1NS (AD A r_IT(

OF�9 State of North Carolina
4 Department of Environment and Natural Resources
7 Division of Water Quality
=-i
-c Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
(JURISDICTION USE ONLY)
Jurisdiction Requesting Flow Acceptance for Collection System:
['City of Concord ❑City 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 18,810 GPD.
What is the quantity of flow that will be discharged? 18,810 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
Clarke Creek
0.811
0.325
0.2
0.029
0.229
0.096
* 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.
12/4/2020
Jurisdiction's Signing Official Signature Date
Revision Date: 08/09/13

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
(WSACC USE ONLY)
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
6.00
Estimated obligated flow not yet tributary to the WWTP, MGD 1.122
WWTP facility's actual avg. daily flow, MGD
Total flow for this specific request, MGD
4.855
0.01881
Total actual and obligated flows to the facility, MGD
Percent of permitted flow used
5.978
99.6%
Section II. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
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
Clarke Creek
0.811
0.325
0.2
0.029
0.229
0.096
* The Firm Capacity of any pump station is defined as the maximum pumped flow that can be achieved with he largest pump taken out of service.
**Design Average Daily Flow is the Firm capacity of the pump station divided by a peaking factor 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 III. WSACC Certification Statement:
I, 1 �_ , 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 from the connection to the interceptor to the receiving
wastewater treatment facility; 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 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, to the best of my knowledge, will not adversely affect the downstream sewer capacity.
Signature of this form indicates acceptance of this wastewater flow.
WSACC's Signing Official Signature Date
Revision Date: 08/09/13

OA
iW--'7-R State of North Carolina
4G Department of Environment and Natural Resources
7 Division of Water Quality
H
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
FTSE PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a Planning Assessment Addendum for each pump station located between the project
connection point and the WWTP listed in section 1 or 2 where Available Capacity is < 0.:
Pump Station Name (Number):
Pump Station Address:
Given that:
a.
The proportion and amount of Obligated, Not Yet Tributary Daily Flow
% and MGD of the Available Capacity (E) in
(C) accounts for
Pump Station (name) and that;
b.
The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c.
A funded Capital Project that will provide the required planned capacity, through CIP
project (name)
is in design or under construction with a planned completion date of ; and/or
d.
The following applies:
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification
to allow this flow to be permitted, without a significant likelihood of over -allocating capacity in
the system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S.
143-215.67(a), which prohibits the introduction of any waste in excess of the capacity of the
waste disposal system.
Signing Official Signature
Date
Revision Date: 08/09/13

STATE OF NORTH CAROLINA
COUNTY OF Mecklenburg
Permit No.
100-20-618
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this 19 day of
March, 2021 , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
VERMILLION FRONT , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in Mecklenburg County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as VERMILLION FRONT (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the State
of North Carolina, for the purpose, among others, of handling the property, affairs and business of the
Development; of operating, maintaining, re -constructing and repairing the common elements of the lands
and improvements subject to unit ownership, including the Disposal System; and of collecting dues and
assessments to provide funds for such operation, maintenance, re -construction andrepair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly constructed,
maintained and operated in accordance with law and permit provisions in order to protect the quality of the
waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions andlaw.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Resources has inspected and approved of the facilities. In order to change the name
of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws andDeclaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility for
the operation and maintenance of its Disposal System until a permit has been reissued to the DEVELOPER's
successor.
rr\nr,r. T'r? 7 n1 1n n,.._,. 1 ,-.ram

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance expenses,
the Declaration and Association Bylaws shall provide that a fund be created out of the common expenses.
Such fund shall be separate from the routine maintenance funds allocated for the facility and shall be part
of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction, repair,
and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for special
assessments to cover such necessary costs. There shall be no limit on the amount of such assessments, and
the Declaration and Bylaws shall provide that such special assessments can be made as necessary at any
time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit mayrequire as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the continued
proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall provide in the
Association Bylaws that the Association shall not enter into voluntary dissolution without first having
transferred its said system and facilities to some person, corporation or other entity acceptable to and
approved by the COMMISSION by the issuance of apermit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Assoc iation.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as in�' d}}icated by each o the arties named below:
VEAg u-04 hgdyv+ a M O NAG &k
...It BOWMAN DEVELOPMENT GROUP /414CS/0e47"
Name of DEVELOPER
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
By:
S. Daniel Smith (Signature)
Director, Division of Water Resources
(Date)
a4% es
&ATV OJ Pil )9 /96 eIC„
Piini Name and Title
3487,4
(Date)
FORM: DEV 03-19 Page 2 of 2

CHARLOTTE
W6TER
December 7, 2020
Mr. Corin E. Brown
R. Joe Harris & Associates
1186 Stonecrest Boulevard
Tega Cay, SC 29708
RECEIVED/NCOEO/DWG
MAR 2 5 2021
WORDS
MOORESVILLE REGIONAL OFFICE
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
VERMILLION FRONT PRELIMINARY PLANS
483 HUNTERSVILLE-CONCORD ROAD, CHARLOTTE, NC 28078
CLTWATER TRACKING # 20206022
After analysis of the sanitary sewer associated with the proposed design of project 20206022,
VERMILLION FRONT PRELIMINARY PLANS, it was determined that there is sufficient capacity to
accommodate the proposed sewer flow of 18,810 gallons per day (99 units x 190 gpd/unit) at the
connection point(s) indicated on the submitted utility plan for transmission to the Rocky River
Wastewater Treatment Plant; NPDES permit number NC0036269, located in Cabarrus County, for
treatment. This acceptance of flow is based on the existing capacity of the designated publicly
owned treatments works. Please see the attached WASCC-FTSE form.
CLTWater agrees to furnish water to the subject project. The water quality to the subject project is
regulated by the State Drinking Water Act Amendments of 1986 and The Water Supply Management
Plan, PWS ID # 0160010 on file with the Public Water Supply Section of NCDEQ. However,
CLTWater cannot guarantee a constant pressure or quality of flow.
CLTWater does not expect any of the above conditions to preclude water or sewer service to the
subject site. However, the applicant should understand that due to the involvement of other agencies
and continuing growth of the water and sewer system, the ability to provide service for future
projects cannot be guaranteed nor reserved. Connection to the CLTWater and sewer system is
accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct or extend private
water or sewer systems, as the appropriate local or State permits are required prior to construction.
If the appropriate authorization to construct permits are not obtained and construction has not
started within two (2) years of issuance of this flow acceptance, and payment for any service
connection(s) has not been received within two (2) years of issuance of this flow acceptance, this
flow acceptance approval shall be rescinded and a new flow acceptance request must be made. If
you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
ui,l l,e rvvvo- Avvzotzt,
Guillermo Anzola
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
Operated by the City of Charlotte

March 19, 2021
North Carolina DEQ
Mooresville (MRO)
Division of Water
Quality 610 E.
Center Avenue
Mooresville, North Carolina 28115
Re: Vermillion Front Subdivision Sewer Plans
Sewer Fast - Track Application —1" Submittal
RJH Project No.: 3319
To Whom It May Concern:
RECEIVED/NCDEQ/DWk
MAR 2 5 2021
WROS
MOORESVILLE REG ONAL OFFICE
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. 1 check for the application fee in the amount of $480 made payable to NCDEQ
2. 3 copies Project Description
3. 3 copies Sewer Flow Acceptance letter from Charlotte Water
4. 1 original and 2 copy of the completed Fast -Track Sewer System Extension
Application (FTA 04-16)
5. 3 copies Flow Tracking for Sewer Extension Application (FTSE 10-18)
6. 3 copies WSACC — Flow Form (FTSE 10/07)
7. 3 copies of the Developer's Operational Agreement
8. 3 copies of the Vermillion Front Private Utilities stamped and signed
Ifyou should haveanyquestions or require anyadditional information, pleasefeel freeto
contact meat [phone] or via email atjmurdock(c�rjoeharris.com.
Sincerely,
R. JOE HARRIS & ASSOCIATES, INC.
Jonathan R. Murdock, P.E.
Assist. Engineering Manager

A. PROJECT DESCRIPTION
Vermillion Front is a subdivision located in Mecklenburg County, North Carolina. It will consist
ofinfrastructuretoserve52 public and 45 private single family residential Tots.
For the private sewers of the Alleys:
Aproposed sewer line of 8" 91 LF PVC will collect wastewater via gravity system from Knockturn
Alley and will discharge into the proposed sewer line of Wild Goose Chase. Knockturn Alley will
also have a proposed sewer line discharging in the other direction. It will consist of being 447 LF
of 8" PVCand will collect wastewater from Knockturn and discharge into the proposed First Street
line to also connect with the Wild Goose Chase system. Both will discharge to the Memory lane
system to eventually tie back into the existing system at Manhole #1. A proposed sewer line
will also collect wastewater from the 8" 272 LF line from Knockturn alley and the 8" 135 LF
proposed Alley Forge line. These will both discharge into the existing system at Manhole #601-
32.
At the time of completion, the system will be owned, maintained and operated by the
Owner/HOA.