WQ0043541_Application (FTSE)_20220622

Page 1
BANKS
Transmittal
Date: 05.23.22 Job Number: 1060001
1927 South Tryon St.
Suite 106
Charlotte, NC 28203
G ECEIVEIY/NNt Q/DWR
JUN 16 2022
WQROS
MOORESVILLE REGIONAL OFFICE
Project Name: Price Lane PHII — NCDEQ Fast Track Private Sanitary Sewer
To: NCDEQ — Water Quality Section
610 E. Center Ave.
Mooresville, NC 28115
We are sending these by
II
U.S. Mail
I1 Other:
FedEx I I Hand Deliver
We are sending you
®Attached
I
(� Under separate cover
Shop Drawings I I Prints/Plans Samples Specifications
71 Other: Fast Track Application and support documentation
Copies
Date
No.
Description
the following items:
Change Orders
1
5.16.22
Cover letter
2
05.17.22
Sanitary Sewer Fast Track Application —1 original & 1 copy
1
06.14.22
FTSE 10-18
1
N/A
USGS Site map
2
05.16.22
Developers Operational Agreement
1
N/A
NCSOS registration confirmation
1
N/A
GIS location map
1
N/A
GIS Aerial
1
5.16/22
NC Surface water classification
1
5.16.22
Watershed classification Form WSCA 10-06
1
05.23.22
$480 Review fee check #6251
These are transmitted as checked below:
[ 1 For your use [ Approved as submitted Resubmit n Copies for approval
I1 As requested n Approved as noted n Submit ^ Copies for distribution
I1 For review and comment Returned for corrections I1 Return [1 Corrected prints
Copy to:
Signed
Jay D. Banks

BANKS'
May 16, 2022
NCDEQ— Division of Water Resources
Mooresville Regional Office
610 E. Center Ave.
Mooresville, NC 28115
1927 South Tryon St., Suite 106
Charlotte, North Carolina 28203
M 704.905.0530 I D 704.780.4972
[e-mail] www.civilbanks.com
RECEIVED/NCDEQ/D►NR
JUN 16 2022
WQROS
MOORESVILLE REGIONAL OFFICE
Re: Price Lane PHII — Fast Track Private Sanitary Sewer —4821 Price Lane. Charlotte, NC 28217
To whom it may concern,
Proposed private sanitary sewer system includes 1,770 If of 8" PVC & 33 If of 8" DIP with 15 proposed
manholes. The system will serve 83 single-family attached dwellings (Townhomes) with a computed
flow rate of 15,770 gpd. This flow has been accepted by Charlotte Water via their Capacity Assurance
review process with a tracking number of 2022-3665. Associated tax parcels for referenced project are
143-251-02 & 143-251-07.
Charlotte Water will be responsible for 8" ^' 33 If DIP lateral installation to public sanitary sewer
manhole located within Price Lane pavement and installation of proposed private manhole outside the
Price Lane Right -of -Way. Design criteria and specifications included within design documents follow the
NCDEQ requirements set forth in the latest edition of "Minimum Design Criteria for the Permitting of
Gravity Sewers" publication.
Sincerely,
Jay Banks, PE
Banks Engineering

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number:
ll.,1171/3, / / (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION: WQROS
MOORESVILLE REGIONAL OFFICE
1. Applicant's name: BlueHeel Development (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal 0 Other
3. Signature authority's name: Matt Gallagher per 15A NCAC 02T .0106(b)
Title: Development Associated
4. Applicant's mailing address: 9606 Bailey Rd.
City: Cornelius State: NC Zip: 28031-
5. Applicant's contact information:
Phone number: [phone] Email Address: matt(iiblueheeldevelopment.com
II. PROJECT INFORMATION:
1. Project name: Price Lane PHII
2. Application/Project status: /1 Proposed (New Permit) 0 Existing Permit/Project
RECEIVED/NCDEQ/DWR
JUN U2
If a modification, provide the existing permit number: WQ00 and issued date:
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
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: 35.185°Longitude: -80.905°
5. Parcel ID (if applicable): 143-251-02 & 143-251-07 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Jay Banks License Number: 28307
Firm: Banks Engineering
Mailing address: 1927 South Tryon St. Suite 106
City: Charlotte State: NC Zip: 28203-
Phone number: [phone] Email Address: jbanks(a,civilbanks.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine Creek Permit Number: NC0024970
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ N/A
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS N/A
Owner Name(s): Charlotte Water
FORM: FTA 06-21
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 ❑ No Z 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 HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes ❑ No N/A
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned)
►1 Residential (Leased)
0 School / preschool / day care
0 Food and drink facilities
0 Businesses / offices / factories
❑ Retail (stores, centers, malls)
0 Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
0 Nursing Home
0 Car Wash
❑ Hotel and/or Motels
0 Swimming Pool/Clubhouse
0 Swimming Pool/Filter Backwash
0 Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic % Commercial % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? 0 Yes❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? 0 Yes Z No
➢ If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
Single -Family Attached (Townhomes)
190 gal/day
83
15,770 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
15,770 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: 15,770 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
0 Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & NIDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet)
Material
8
1,770
PVC
8
33
DIP
➢ 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 requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - . °
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at
5. Summarize the force main to be permitted (for this Pump Station):
feet total dynamic head (TDH)
Size (inches)
Length (feet)
Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.1.b. 0 Grinder Pump 0 Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
0 Standby power source or 0 Standby pump
➢ Must have 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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
0 Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant 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
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) & (g)?
15A NCAC 02T.0305(fl contains minimum separations that shall be rovided for sewer t
®Yes CI No
p
Setback Parameter*
sys ems.
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
2Water mains (vertical - water over sewer preferred, 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, and associated wetlands.
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 associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
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
➢ If noncompliance with 02T.0305(t) or (g), see Section X.1 of this application
*15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? 0 Yes 0 No ® N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ❑ Yes Basin name: ® No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes 0 No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits 0 Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes 0 No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications must be 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.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" 0 Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ 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 permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
Does the submitted system comply with 1 5A 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, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
I, Jay Banks , attest that this application for Price Lane PHII
(Professional Engineer's name from Application Item 111.1.) (Project Name from Application Item IL.l)
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,
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. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Matt Gallagher , attest that this application for Price Lane PHII
(Signature Authority Name from Application Item I.3.)
D. 50.o`s
6S.14.ZZ.
(Project Name from Application Item IL1)
attest that this application 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 I43-215.6A 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.
Date:
FORM: FTA 06-21
Page 5of5.

STATE OF NORTH CAROLINA
COUNTY OF Mecklenburg
Permit No. YV (:`,(Y-a-
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this 16th day of
May 2022 , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
BlueHeel Development , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as theDEVELOPER.
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 Price Lane PHII
(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, Price Lane Homeowners Association (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.
FORM: DEV 03-19 Page 1 of 2

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
peiinit 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
Association.
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 indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
Richard E. Rogers, Jr. (Signature)
Director, Division of Water Resources
Matt Gallagher - Development Associate
Print Name and Title
05.16.22
(Date) (Date)
FORM: DEV 03-19 Page 2 of 2

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Blue Heel Development
Project Name for which flow is being requested: Price Lane PHII (Residential)
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit #: NC0024970, NC0024945, NC0024937
All flows are in MGD
c. WWTP facility's permitted flow 99.00
d. Estimated obligated flow not yet tributary to the WWTP 14.244
e. WW 1'P facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
65.767
0.01577
80.027
80.8%
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
* The Firm Capacity (design flow) 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
(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 the Available Capacity is < 0.
Downstream Facility Name (Sewer): Parkway Plaza Blvd.
Downstream Permit Number: 7435
Page 1 of 6
FTSE 10-18

III. Certification Statement:
Keri Cantrell 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 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 Sections I and II plus all attached planning assessment
addendums for which I am the responsible party. Signature of this form certifies that the receiving
collection system or treatment works has adequate capacity to transport and treat the proposed new
wastewater.
Digitally signed by Keri Cantrell
Date: 2022.06.14 10:31:12-04'00' 6/14/2022
Adobe Acrobat version: 2022.001.20117
Signing Official Signature Date
Chief Engineer
Title of Signing Official
Page 2 of 6
FTSE 10-18

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):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
% and MGD of the Available Capacity (E) in Pump Station
; 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, namely
is in design or under construction with
planned completion in ; 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
Page 3 of 6
FTSE 10-18

Instructions for Flow Tracking form (FTSE) and Planning Assessment Addendum (PAA)
Section I
a. WWTP Facility Name: Enter the name of the WWTP that will receive the wastewater flow.
b. WWTP Facility Permit #: Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
c. WWTP facility's permitted flow, MGD: From WWTP owner's NPDES or Non -Discharge permit.
d. Estimated obligated flow not yet tributary to the WWTP, MGD: This includes flows allocated to other
construction projects not yet contributing flow to the collection system. Flows allocated through interlocal
agreements or other contracts not yet contributing flow to the collection system are also included. For
POTWs that implement a pretreatment program, include flows allocated to industrial users who may not be
using all of their flow allocation. Please contact your Pretreatment Coordinator for information on industrial
flow tributary to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the last two years and
reconciled their flow records, to the best of their ability, so it is known how much flow has been obligated and
is not yet been made tributary to the WWTP, in accordance with local policies and procedures employed by
the reporting entity.
e. WWTP facility's actual avg. flow, MGD: Previous 12 month average.
f. Total flow for this specific request, MGD: Enter the requested flow volume.
g. Total actual and obligated flows to the facility, MGD Equals [d + e + f]
h. Percent of permitted flow used: Equals [(g / c)* 100]
For example:
On January 15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there is 0.5
MGD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7 MGD. There is a
proposed flow expansion of 0.015 MGD.
The first Form FTSE submitted after January 15, 2008 may have numbers like this:
c. = 6.0 MGD
d. = 0.5 MGD
e. = 2.7 MGD
f. = 0.015 MGD
g. = 3.215 MGD
h. = 53.6%
The next Form FTSE may be updated like this with a proposed flow expansion of 0.102 MGD:
c. = 6.0 MGD
d. = 0.515 MGD
e. = 2.73 MGD
f. = 0.102 MGD
g. = 3.349 MGD
h. = 55.8 %
Each subsequent FTSE form will be updated in the same manner.
Page 4 of 6
FTSE 10-18

Section II
List the pump station name or number and approximate pump station firm capacity, approximate design average
daily flow (A) approximate current average daily flow (B), and the obligated, not yet tributary flow through the
pump station (C) for each pump station that will be impacted by the proposed sewer extension project. Calculate
the total current flow plus obligated flow (D=B+C) and the available capacity (E=A-D). Include the proposed
flow for this project with other obligated flows that have been approved for the pump station but are not yet
tributary (C).
Firm capacity is the maximum pumped flow that can be achieved with the largest pump out of service as per the
Minimum Design Criteria.
Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) of not less
than 2.5.
If the available capacity (E) for any pump station is < 0, then prepare a planning assessment for that pump station
if the system has future specific plans related to capacity that should be considered in the permitting process.
(A) (B) (C). (D)=(B+C) (E)=(A-D)
Obligated,
Design Approx. Not Yet Total Current
Firm Average Current Avg. Tributary Flow Plus
Pump Station Capacity Daily Flow Daily Flow, Daily Flow, Obligated Available
(Name or Number) MGD (Firm / pf) MGD MGD Flow Capacity*
Kaw Creek PS 0.800 0.320 0.252 0.080 0.332 -0.012
Valley Road PS 1.895 0.758 0.472 0.135 0.607 0.151
Page 5 of 6
FTSE 10-18

Planning Assessment Addendum Instructions
Submit a planning assessment addendum for each pump station listed in Section II where available capacity is <
0.
A planning assessment for Kaw Creek PS (see example data above) may be performed to evaluate whether there
is significant likelihood that needed improvements or reductions in obligated flows will be in place prior to
activating the flows from the proposed sewer extension project.
If the system decides to accept the flow based on a planning assessment addendum, it is responsible to manage the
flow without capacity related sanitary overflows and must take all steps necessary to complete the project or
control the rate of flow to prevent sanitary sewer overflows.
The planning assessment may identify a funded project currently in design or construction, or a planned project in
the future not yet funded but in a formal plan adopted by the system. The system should carefully weigh the
certainty of successful timely project completion for any expansion, flow management diversion or infiltration
and inflow elimination projects that are the foundation of a planned solution to capacity tracking and acceptance
compliance.
For example:
Given that:
a. The proportion and amount of obligated, not yet tributary flow accounts for 24 % and 0.080 MGD of the
committed flow in Pump Station Kaw Creek; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately 0.01 MGD
per year; and that
c. A funded capital project that will provide the required planned capacity, namely
is in design or under construction with planned
completion in ; and/or
d. The following applies:
The master plan and ten year capital plan contain recommended scope and funding for a capital project entitled
Kaw Creek Pump Station upgrade with funding planned in July 2014. This project is planned to add 0.100 MGD
to the firm capacity of the pump station by October 2015. Inclusion of this proposed capital project as a condition
of this Flow Tracking/Acceptance for Sewer Extension Permit Application elevates this project's priority for
funding and construction to be implemented ahead of the activation of obligated, not yet tributary flows in
amounts that exceed the firm pump station capacities identified in Section II above.
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.
Page 6 of 6
FTSE 10-18

CHARLOTTE
Wm xT
June 15, 2022
Mr. Matt Gallagher
Blue Heel Development
9606 Bailey Road
Suite 265
Cornelius, NC 28031
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
PRICE LANE PHII
4821 PRICE LANE, CHARLOTTE, NC 28217
CLTWATER TRACKING# 20223788
After analysis of the sanitary sewer associated with the proposed design of project, 20223788,
PRICE LANE PHII, it was determined that there is sufficient capacity to accommodate the proposed
sewer flow of 15,770 gallons per day (83 units x 190 gpd/unit) at the connection point(s) indicated
on the submitted utility plan for transmission to the McAlpine Creek Wastewater Treatment Plant;
NPDES permit number NC0024970, for treatment. This acceptance of flow is based upon the
existing capacity of the designated publicly owned treatments works.
Please see attached NCDEQ-FTSE form.
Charlotte Water (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.
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, construction has not started
within two (2) years of issuance of this flow acceptance, and payment for any service connections
have not been received within two (2) years of issuance of this flow acceptance letter, 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,
wiXterwt.o- AwzoLa•
Guillermo Anzola / Engineering Assistant
CHARLOTTE WATER / charlottewater.org
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
Operated by the City of Charlotte

SEI Land Holdings, LLC
May 23, 2022
RE: Price Lane PHII Townhomes — Private sanitary sewer connection consent
To Whom It May Concern:
Please accept this letter as our request and our consent for Blue Heel Development to connect
to our private sanitary sewer system located within private drive identified as Horseradish Cir.
See attached Exhibit A.
Project address:
Project Tax parcels:
4821 Price Lane. Charlotte, NC 28217
143-251-02 & 143-251-07
Blue Heel Development assumes all financial responsibility associated with making the proposed
connection as well as any restoration costs to pre -development condition and any repairs that
may be needed as a result of construction. Anticipated costs include but are not limited to:
• Labor & materials to make connection
• Pavement, curb & gutter & turf restoration
• All other costs associated with connection to private sanitary sewer
Sincerely,
•
Edward Curran
Manager, SEI Land Holdings, LLC
1418 Biltmore Drive, Charlotte, North Carolina 28207

PRICE LANE PHII - USGS LOCATION MAP
Project area

Polaris 3G Map — Mecklenburg County, North Carolina
Price Lane PHII
Date Printed: 5/16/2022 1:24:51 PM
Proposed 8" Private
Sanitary Sewer
Renais anc
o R Re
i is map or report is prepare • or t e inventory o rea property wit in ' ec en •urg oun y an• is compiled rom recorded deeds, plats, tax maps, surveys,
planimetric maps, and other public records and data. Users of this map or report are hereby notified that the aforementioned public primary information sources
should be consulted for verification. Mecklenburg County and its mapping contractors assume no legal responsibility for the information contained herein.

Polaris 3G Map — Mecklenburg County, North Carolina
Price Lane PHII
Date Printed: 5/16/2022 1:33:53 PM
This map or report is prepare. fort e inventory o rea property within ec enburg ounty an. is compi e. rom recor.e..ee.s, plats, tax maps, surveys,
planimetric maps, and other public records and data. Users of this map or report are hereby notified that the aforementioned public primary information sources
should be consulted for verification. Mecklenburg County and its mapping contractors assume no legal responsibility for the information contained herein.

NC Surface Water Classification
CI X
Surface Water Osssifications:
11-137
Sucar Creek
From source so
\c¢h
Carol re-So� e Carolina
S.e?a Line
C
Aaovsc3` 197More eiso
Cat6,1,e
Tie-in to CLTWater
public san. sew.
Ex. 8" public san. se
Proposed 8" private
Sanitary sewer
Price Lane PHII
Pro'ect area
5/16/2022, 12:07:29 PM
Surface Water Classifications
1:9,028
0.07 0.15
0.3 mi
0.13 0.25
0.5 km
Sources: Esri, HERE, Garmin, Nlevnep, increment PCorp., GEBCO,
USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadasler NL, Ordnance
Survey. E. Japan, METI, Esti Chita (Hong Kong), (c)
OpenSlreetMep cmtributas, and the GIS User Community
NCDENR Div. Wales Resources
City Of Charlotte, NC, Stale d Naih Cardin DOT, Esri, HERE, Garvin, GeoTechndogtes. Inc., IMermap, USGS, METI/NASA, EPA, USDA I NCOENR - Division of Water Resources I

WATERSHED CLASSIFICATION ATTACHMENT (FORM: WSCA 10-06)
Applicant's name: Banks Engineering c/o Jay Banks for Price Lane PHII
Site/Field
ID
County
Latitude
Longitude
Location
Datum
Location
Method
Code
Location
Accuracy
Waterbody Subbasin and
Stream Index No.
Current and
Proposed Class
1052
Mecklenburg
35.185
-80.905
NAD 83
MAP
second
11-137 Sugar Creek
C
I, Jay Banks attest that this attachment form has been prepared by me and is accurate and complete to the best
of my knowledge. I understand that if all required parts of this attachment are not completed and that if all required supporting information is not included, this
application package will be returned as incomplete.
Signature
O
FORM: WSCA 08-13
Date
05.16.22
Page 5 of 5

Secretary of State
Elaine F. Marshall
Limited Liability Company
Legal Name
Blue Heel Development, LLC
Information
Sosid: 1319056
Status: Current -Active 0
Date Formed: 5/21/2013
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Groves, Wallace Kyle
Addresses
Reg Office Reg Mailing
2300 Rexwoods Dr , Ste 102 2300 Rexwoods Dr , Ste 102
Raleigh, NC 27607 Raleigh, NC 27607
Principal Office
2300 Rexwoods Dr, Ste 102
Raleigh, NC 27607
Company Officials
Mailing
2300 Rexwoods Dr, Ste 102
Raleigh, NC 27607
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager
Gavaghan Property Solutions, LLC
2300 Rexwoods Dr, Ste 102
Raleigh NC 27607
Manager
WKG Investments, LLC
2300 Rexwood Drive, Ste 102
Raleigh NC 27607