WQ0045701_Application (FTSE)_20240924

Gavel & Dorn Engineering, PLLC VED,NCL)EQ/[)WR
6730 Frecdnm Drive,Charlotte,NIC 28214,70.1 483-2054
2 2024
July 23, 2024
',�4QREg1ilLL - ✓i''`�'Ai.O lCCFF
NC Department of Environmental Quality RECEIVED/NCDEO/DWR RECO EMCD ;'clot?f
Division of Water Resources
Mooresville Regional Office SEP 2 4 2024 AUG - 2024
Water Quality Section
610 E. Center Avenue wO.ROS a OS
Mooresville, NC 28115 MOORESVILLE REGIONAL OFFICENOORESVILLE RE TONAL OFFICE
Re: Lakeside Builders I, LLC—The Yards on Bennett Townhomes
Gravity Sewer System Fast Track Application
Dear Reviewer:
On behalf of our client, Lakeside Builders 1, LLC, Gavel & Dorn Engineering, PLLC (G&D)
is pleased to submit the following documents for review relating to the Yards on Bennett
Townhomes Project:
• (1) Check for application fee in the amount of$600.00;
• (1) Original and (1) Copy of Fast Track Application and supporting documentation.
Lakeside Builders will be constructing a new 6-inch gravity sanitary sewer main to service 9 for
sale townhomes located at 229 Bennett Street in Charlotte, NC.A total of 267 LF of new private
sanitary sewer main will be constructed. The flow will discharge to a public sewer maintained by
Charlotte Water that is then directed to the Sugar Creek Wastewater Treatment Plant.
The new sewer flow is based on a townhome development with 9 units having an assumed daily
design flow of 190 GPD per unit. The total permitted flow will be 1,710 GPD.
Please contact me at 704.724.5047 if you need any additional information for your review.
Sincerely,
GAVEL &DORN ENGINEERING,PLLC
Sean Mayo, P.E.

RECEIVED,/NCDEQ% ,R State of North Carolina
DWR Department of Environmental Quality
G — 624 Division of Water Resources
C'POS FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Divlslon of Water Resources �AOORES LE REGIONAL OFFICE FTA 10-23&SUPPORTING DOCUMENTATION
Application Number: -, OM 76 RE fVE
(to be completed by D11 R) LVNCDEQ,FjVr/h
All items must be completed or the application will be returned AU 2024
I. APPLICANT INFORMATION: N
I. Applicant's name: Lakeside Builders 1,LLC(company,municipality, HOA,utility, MOORESVILLE REGI AL OFFICE
2. licant type: ❑ Individual ® Corporation ❑General Partnership ❑Privately-Owned Public Utility
❑ Federal ❑State/County ❑Municipal ❑Other HI=CEiVEDlNCDEQ/DWR
3. Signature authority's name: Mick El-Massri per 15A NCAC 02T.0I 06(b)
Title: President SEP 2 4 2024
4. Applicant's mailing address: 10612-D Providence Rd.Suite#498 WQROS
City: Charlotte State:NC Zip:28277-
MOORESVILLE REGIONAL OFFICE
5. Applicant's contact information:
Phone number:[phone] Email Address: nick rr,thelakesidecommllies.com
II. PROJECT INFORMATION:
i. Project name: The Yards on Bennett Townhomes
2, Application/Project status: ® Proposed(New Pennit) ❑ Existing Permit/Project ❑ARPA funded
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: 35.260738° Longitude: -80.785110'
5. Parcel ID(if applicable): 08902310(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Sean Mayo, P.E. License Number: 036837
Firm:Gavel&Dorn Engineering, PLLC
Mailing address:6730 Freedom Drive
City:Charlotte State:NC Zip:28214-
Phone munber:[phone] Email Address:smayo(maveldorn.com
IV. WASTEWATER TREATMENT FACILITY(WWTF) INFORMATION:
1. Facility Name:Sugar Creek Permit Number:NCO024937
Owner Name:Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. PermitNumber(s): WQ
2. Downstream(Receiving)Sewer Information: 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s)(if applicable):WQCS
Owner Name(s): Charlotte Water
FORM: FTA 10-23 Page 1 of 5

V1. GENERAL REQUIREMENTS
1. if the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been attached?
❑Yes ❑No ®N/A
2. 1f the Applicant is a Developer of lots to be sold,has a Developer's Operational Aurecment (FORM: DGV)been attached?
®Yes ❑No ❑N/A
3. If the Applicant is a lJome/Property Owners'Association,has an HOA/POA Operational Agreement(FORM: HOA)and
supplementary documentation as required by 15A NCAC 02T.01 15(c)been attached?
❑Yes ❑No ®N/A
4. Origin of wastewater:(check all that apply):
®Residential(Individually Owned) ❑ Retail(stores,centers,malls) ❑Car Wash
❑ Residential (Leased) ❑ Retail with food preparation/service ❑Hotel and/or Motels
❑ School/preschool/day care ❑ Medical/dental/veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑Church ❑Swimming Pool/Filter Backwash
❑ Businesses/offices/factories .❑Nursing Home ❑Other(Explain in Attachment)
5. Nature of wastewater: 100%Domestic %Commercial %Industrial(See 15A NCAC 02T.0103(20))
If Industrial, is there a Pretreatment Program in effect?❑Yes❑No
6. Has a flow reduction been approved under 15A NCAC 02T.0114(f)? ®Yes ❑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"b No. of Units Flow
Residential 190 gal/day 9 1,710 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Tonal 1,710 GPD
a See 15A NCAC 02T .01 14(b), (d), (e)(1)and(e)(2)for caveats to wastewater design flow rates(i.e. 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.01 141 shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project: 1,710 GPD(per 15A NCAC 02T.0114 and G.S. 143-215 1)
➢ Do not include fixture 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 timefi•ame for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑Rehabilitation or replacement of existing sewers with no new flow expected
❑Other(Explain):
FORM: FTA 10-23 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
G 144 DIP
G 123 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 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
I. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees):Latitude: 0 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 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
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.Lb. ❑Grinder Pump ❑ Mechanical Bar Screen ❑ Other(please specify)
G. Power reliability in accordance with 15A NCAC 02T.0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry- 15A NCAC 02T.0305(h)(1)(13)_
➢ 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 clay 15A NCACO2T.0305(h)(1)(C):
❑ 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 10-23 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(0 & (g)? ®Yes ❑No
15A NCAC 02T.0305(o contains minimum separations that shall be provided for sewers stems:
Setback Parameter* 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
2Water 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 WI,. 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(f) or(R),see Section X.1 of this application
*15A NCAC 02T.0305(g)contains alternatives where separations in 02T.0305 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 Nvebpaee
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(0 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? ❑Yes ❑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: 0 No
If yes,does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑Yes ❑No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ 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 ❑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?" ❑ 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 10-23 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, 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 protects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the protect the full technical review is required
2. Professional Engineer's Certification:
Sean Mayo, P.E. _ _ mes
I' -- — attest that this application for The Yards on Bennett Townho
(Professional Engineer's name from Application Item Ill.(.) (Project Name from Application Item 11.1)
lmas 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:
�;•�E�3j0
SEAL
036837 r'
�p4�'aIN� ,�
. .... ..
3. Applicant's Certification per 15A NCAC 02T.0106(b): '7�Z y
I, Mick Ef-Massri attest that this application for-Th_e_--ards_on_Bennett Townhomes
(Signature Authority Name from Applicatttsrt ttenrt 3�' pp (Project Name from Application Item II.1)
attest that this application has been reviewed by nme and is accurate and commplete 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 slmall 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: 8/2/2024
FORM:FTA 10-23 Page 5 of 5

STATE OF NORTH CAROLINA
COUNTYOF Mecklenburg Permit No. _k'0(-T_)457y(
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this 2nd day of
August, 2024 , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Lakeside Builders I, LLC.
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 The Yards on Bennett Townhomes (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, The Yard On Bennett Town Homes (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.
T/ITA Xf TWIN Y In nn .-. ....

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 yearlybudget.
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
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:
Lakeside Builders I, LLC.
Name of DEVELOPER
By: 79-4. a`7'r�
Michael Montebello (Signature)
Supervisor,NPDES Branch Chief
Division of Water Resources M.A. El-Massri
Print Name and Title
8/2/2024
(Date) (Date)
Uf-ND A 4. 7ln1 7 1 11 1 ) . .. .._

CHARLOTTE
W6TER
October 23, 2023
Mr. Mick EI-Massri
Lakeside Builders I, LLC.
10612-D Providence Road
Suite 498
Charlotte, NC 28277
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
THE YARD ON BENNETT TOWN HOMES
229 BENNETT STREET, CHARLOTTE, NC 28213
CLTWATER TRACKING# 20236829
After an analysis of the sanitary sewer associated with the proposed design of project, 20236829
THE YARD ON BENNETT TOWN HOMES, it was determined that there is sufficient capacity to
accommodate the proposed sewer flow of 1,710 gallons per day(9 units x 190 gpd/unit) at the
connection point(s) indicated on the submitted utility plan for transmission to the Sugar Creek
Wastewater Treatment Plant; NPDES permit number NC0024937, for treatment. This acceptance of
flow is based upon the existing capacity of the designated publicly owned treatments works.
Please find the NCDEQ_FTSE document attached.
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 system, the ability to provide service for future projects cannot be guaranteed
nor reserved. Connection to the CLTWater 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.
The CAP analysis performed determines available capacity within the existing public gravity sewer
system. The developer is responsible for any additional private or public sewer infrastructure
required to convey flow from the proposed development to the existing public gravity sewer.
If you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
(! v4 -ervvl.o-Awz& a,
Guillermo Anzola / Engineering Assistant
CHARLOTTE WATER
Charlotte Water 5100 Brookshire Blvd,Charlotte,NC 28216 charlottewater.org
operated by the City of Charlotte

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Lakeside Builders I, LLC
Project Name for which flow is being requested: The Yard on Bennett Town Homes
More than one FTSE maybe 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.
I. 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, NCO024937
All flows are in MGD
c. WWTP facility's permitted flow 99.00
d. Estimated obligated flow not yet tributary to the WWTP 17.048
e. WWTP facility's actual avg. flow 69.225
f. Total flow for this specific request 0.00171
g. Total actual and obligated flows to the facility 86.273
h. Percent of permitted flow used 87.1%
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***
N/A
* 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): Bennett Street
Downstream Permit Number: Unknown
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I 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: 2023.10.23 10:41:03 -04'00'
Adobe Acrobat version: 2023.006.20320 10/23/2023
Signing Official Signature Date
Chief Engineer
Title of Signing Official
Page 2 of 6
FTSE 10-18

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Luckman, Debbie
From: Sean Mayo <[e-mail]>
Sent: Monday, August 12, 2024 11:52 AM
To: Luckman, Debbie
Subject: [External] RE: Fast track application for The Yards on Bennett Townhomes
Attachments: Signed_230925ga 20236829 The Yard on Bennett Town Homes Sugar Creek WWTP
NCDEQ_FTSE 10-18_Vl (1).pdf
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Debbie,
My apologies. We sent the incorrect, outdated, FTSE in the application package.The attached updated FTSE was signed
10/23/23 by Clt Water. Note that at the time of the signing of this form, the newer FTSE 10/23, was not in place. Is this
acceptable since our FTSE predates the newer form?
Thanks
Sean Mayo, P. E. m
s�0000a
Gavel &Dorn Engineering, PLLC BEST
6730 Freedom Drive t�
Charlotte, NC 28214
0: 704-919-1900 x208 0
Oms3eve
C: 704-724-5047 :ZEST
[e-mail] aE3___
Serving the Carolinas Since 2003
From: Luckman, Debbie <[e-mail]>
Sent: Monday, August 12, 2024 11:21 AM
To: Sean Mayo<[e-mail]>
Subject: Fast track application for The Yards on Bennett Townhomes
Good morning,
This application has been received, however,the FTSE is outdated. We can not accept this as it is almost 3 years
since Charlotte Water filled it out.
Also,the current form to be used is FTSE 10/23. Please have Charlotte Water fill out a new form for this project.
I will hold this application until 8/26/24 for this information.
Thank you,
Debbie
Deborah Luckman
Administrative Assistant, Mooresville Regional Office,
Division of Environmental Assistance and Customer Service
1

Page 1 of 3
State of North Carolina
Department of Environment, Alf
*A
Health and Natural (resources ` • 0
Division of Environmental Management
James B. Hunt,Jr., Governor �'r■��rra•
Jonathan B, Howes, Secretary �---� F1
A. Preston Howard, Jr., P.E., Director
February 13, 1995
Barry M.Gullet,P.E.,Deputy Director
Charlotte-Mecklenburg Utility Department
5100 Brookshire Boulevard
Charlotte,North Carolina 28216
RE, Charlotte-Mecklenburg Utility Department
Reduction in Wastewater Flows
Mecklenburg County
Dear Mr,Gullet:
On July 20, 1994,the Division received your wastewater flow reduction request and support
documentation concerning wastowater flows associated with Ure entiro Charlotte-Mecklenburg Utility
Department service area. Your letter requested the Division allow the reduction of wastewater flows from
250 GPD per dwelling unit which was previously approved in accordance with North Carolina
Administrative Code,to 190 GPD per dwelling unit for single fatuity residential areas and 135 GPD per
_dwelling unit.for.multl family residential areas..Insupport of your.request,documentation was provided
from the existing Irwin,Sugar,and McAlpine.Creek wastewater treatment plant service areas.
The documentation provided in support of the flow reduction request was compiled by Camp
Dr6sser&McKee starting in late 1990 and Is currently Ongoing. Data submitted to the Dlvision was not in
strict accordance with 15A NCAC.02190)(3),however, in view of the submitted documentation,
adequate justification was provided in support of the wastewater flow reduction request, The work
completed by Camp Dresser&McKee consisted of tracIdng base wastewater flows,groundwater
infiltration,and rainfall-dependent infiltradon/inflow for the Irwin;Sugar, and McAlpine Creek
wastewater treatment plant service areas. Data was collected from 106 flow monitors(both permanent and
temporary) and 14 rain gauges during November and December 1991 located along major sewer trunklitles
within the study area, Existing dry-weather flows were developed for each of the three(3)wastewater
treatment plant service areas which included groundwater infiltration. The service area dry-vfadr"dW-
estimates were further broken-down into thirteen(13)drainage basins. These revised dry-weather flow
estimates were compared to land-use based flow estimates developed using existing land data for 446
Origination and Destination(O&D)planning zones as provided by the City of Charlotte's Department of-
Transportation. From this comparison the revised wastewater flows were developed. Although these
numbers were developed for hi4i,Sugar,and Mc Al_pine Creek service areas,die results would also be
applicable to both the Mallard Creek and McDowellreek wastewater treatment plant service areas.
ha view of the information submitted,the Division of Environmental Management will allow the
use of 190 GPD per dwelling unit for single family residential areas and 135 GPD per dwelling unit for
multi-family residential areas on all applicable non-discliarge penult applications for future wastewater
collection extepsions which will be made tributary to all five(5)CharlottpMecklenburg Utility Department
wastewater treatment facilities. This consideration applies to any applicable future projects submitted to
this Division as well as any projects which are presently under review. Wastewater flows presently
tributary to the wastewater treatment facilities can be adjusted upon negotiadons between the 0arlotte-
Mecklenburg Utility Department and the Division's Mooresville Regional Office,
P.O.Box 29536, Ralelgh,North Carol(na 276P6.0535 Telephone [phone] PAX 919-733-2496
—�— An Equal Opportunhy Affirmative Action Employer 60%recycled/10%post-consumor paper

Page 2 Page 2 of 3.
Charlctte-Mecklenburg Utility Department
February 13, 1995
The Division does have concerns regarding the proposed sewage flow rates with respect to
infiltration and inflow. Although the 190 GPD per dwelling unit for single family residential areas and
135 GPD per dwellingg unit for multi-family residential-areas are justifiable flow rates,the Charlotte-
Mecklenburg Utility.Department has in essence reduced the safety factor typically associated with
infiltration and inflow. IIB flow rate established by the Division does allow for some in titration and
inflow. The Division is of the opinion that proper wastewater collection system management is more.
effectively and efficiently accomplished by the entity that is accountable for ensuring overall compliance
with all aspects of wastewater collection,treatwent, and disposal requirements, In.this view,we look
forward to continued progress by the Charlotte-Mecklenburg Utility Department to fully assume the
wastewater collection permitting program.
If you have any questions or comments regarding this matter,please contact Mr.Michael D.Allen
at(919) 733-5083.
Sincere y,
A. Preston Howard, Jr,. P.E.
Z__
, cc: Mooresville Regional Office,Water Quality
State Engineering Review Group

8/12/24, 11:14 AM North Carolina Secretary of State Search Results
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Limited Liability Company
Legal Name
Lakeside Builders I, LLC
Information
Sosld: 1451343
Status: Current-Active O
Date Formed: 6/10/2015
Citizenship: Domestic
Annual Report Due Date: April 15th
Currentgnnual Report Status:
Registered Agent: El-Massri, Mahmoud
Addresses
Mailing Principal Office
10612-D Providence Rd Ste 498 10612-D Providence Rd Ste 498
Charlotte, NC 28277 Charlotte, NC 28277
Reg Office Reg Mailing
10612-D Providence Rd Ste 498 10612-D Providence Rd Ste 498
Charlotte, NC 28277 Charlotte, NC 28277
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Member
Mahmoud El-Massri
10226 Jacobs Creek Dr
Charlotte NC 28270
https://www.sosnc.gov/online_services/search/Business_Registration_ResuIts 1/1