WQ0045933_Beckett_Townes_Phase_1_FTSSE_App_20241021

I
NC Department of
Environmental Quality State of North Carolina
DWR Received
Department of Environmental Quality
OCT 2 12024 Division of Water Resources
Winston-S a I e mFAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources Regional Office FTA 10-23 & SUPPORTING DOCUMENTATION
�pc'',, �/r' 2
Application Number: V 40 3 `f 7 ? 3(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: _ (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: per ISA NCAC 02T .0106(b)
Title:
4. Applicant's mailing address:
City: State: Zip:
5. Applicant's contact information:
Phone number: (_) _- Email Address:
II. PROJECT INFORMATION:
1. Project name: Beckett Townes - Phase 1
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project ❑ ARPA funded
If a modification, provide the existing permit number: W000 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: W000_
3. County where project is located: Guilford
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.038989' Longitude:-80.022078'
5. Parcel ID (if applicable): 169368 (or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
1. Professional Engineer: Paul Lawler License Number: 050654
Firm: Bowman North Carolina Ltd.
Mailing address: 10130 Perimeter Parkway, Suite 100
City: Charlotte State: NC Zip: 28216-0194
Phone number: 7( 04) 412-7474 Email Address: plawlerAbowman.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Permit Number:
Owner Name:
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. PermitNumber(s): WQ_
2. Downstream (Receiving) Sewer Information: _ inch ❑ Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 10-23 Pagel of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
[]Yes [—]No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
® Yes ❑ No ❑ N/A
3. If the Applicant is a Home/Property Owners' Association, has an 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) ❑ 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 O,b
No. of Units
Flow
Three -Bedroom Townhouse
360 gal/day
112
40,320 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
40,320 GPD
a See 15A NCAC 02T .0114(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. 42A41.
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
g. Wastewater generated by project: 40320 GPD (per 15A NCAC 02T .0114 and G.S. 143-215.1)
➢ 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:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 10-23 Page 2 of 5

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 3,136 SDR-26PVC
➢ 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
Vlll. 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 _ 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.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. 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)(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):
❑ 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(fl & M? N Yes ❑ No
15A NCAC 02T.0305 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
ZWater 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(f) or (g). see Section X.1 of this application
"15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(fl 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 webpake
2. Does this project comply with the minimum separation requirements for water mains? N 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? N 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: _ N No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .02009 ❑ 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 N 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(ck6) (additional permits/certifications)? N 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 N No
Per I5A 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 ISA 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
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request wil
2. Professional Engineers Certification:
1, ?,44L N• LAWILZA _,attest that this application for 944Xerr T1-WItf - Ag.V
(Professional Engineer's name from Application Item 111.1.) (Project Name from Application Item 11.1)
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,
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: �.`N CAR04
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3. Applicant's Certification per 15A NCAC 02T .0106(b):
1 Christopher Lyons attest that this application for Becket Townes Ph 1
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item 11.1)
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 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: /h/// Date:g I IZg
FORM: FTA 10-23 Page 5 of 5

t
OW M.- % -ah
DIVIS1011 of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FlowTracking for Seiier Extension Applications
(FfSE 10-23)
aunty Requesting Allocation: HighPointNC
Project Name for which flow is being requested: Beckett Townes Phase 1
More than one FTSE nray he required for a single pi oject if the owner- of the YiryVTP is not responsible for all pinnip statists along the
route of the pi oposed wastewater flow
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facilitynanr.: Eastside WWTP
b. WWTP Facility Permit M NC0024210
All flows are in MGD
c. WWTP facilitys Pemritted flow
26
d. Fsti hated obligated flow not yet tributary to the W rFP
3.8293
e. WWTP facilitys actual average flow
14.92
f. Total flow for this specific request
0.0403
g. Total actual and obligated flows to the facility
18.7896
h Percent ofpermitted flow cued
72.27%
11. Complete this section for each pump station your are responsible for along the route of this proposed wastewater flow
List pin, p station located between the project connection point and the W WTP.
(A)
(B)
(C)
(D)=(B+)
(E)=(A D)
Prnrrp
Pump
Design
Approx
Obligated
Total Current
Station
Station
Station
Firm Average Davy
Current
Not Yet
Flow Plus
Available
(Name or
Permit
Capacity, * Flow**
Avg Daily
Tributary
Obligated
Capacity***
Number)
MGD (Fitrrip�
Flow
Daily Flow
Flow
MGD
MGD
MGD
MGD
MGD
aterview QO024300 3.6 1.44 0155 0.2858 0.8358 0,6042
Riverdale M0008572 30.0887 11.48 8.3901 2,5447 10.9348 0.5494
*The Finn Capacity of any pump station is defined as the maximum pumped flow that can be
achieved mith the largest pump taken out of service.
**Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pQ
not less than 2.5, per Section 2.02(A)(4)(c) of the MinimumDesign Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located betcleen the
project connection point and the W WIP «here the Available Capacity is 5 0.
DownstreamFacilityNan>r (Sewer): Eastside VAV P
DownstreamPermit Number (Sewer): NC0024210
Page 1 of 8
FTSE 10-23

t%
M. Certification Statement
I, Derrick Boone, certify to the best of my knowledge that the addition of the vol una of
wastewater to be permitted in this project has been evaluated along the route to the receiving wastewater
treatrent faciliy and that the flow fiom this project is not anticipated to cause any capacity related sanitary
sewer overflows or overburden any downstream purrp station en route to the receiving treatment plant
under normal circwnstances, given the implementation of the planned improveirents identified in the
planning assessment where applicable. This analysis has been petforimd in accordance with local
established policies and procedures using the best available data. This certification applies to those iterrs
listed above in Sections I and II plus all attached planning assessment addenduns for which I am the
responsible party. Signature ofthis foimindicates acceptance of this wastewater flow.
Official
Job
Title ofSigning
�Official T—� ,gssT- &W;f, Sc-i-mr Lt t bl'Pe or
0Zl.'51-2LI
Date
Page 2 of 8
Fi'SE 10-23

STATE OF NORTH CAROIINA
COUNTY OF Forsyth Permit No.
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered -into this :. day of
September 2024 , by and between the North Carolina Environmental Management
Commission, an agency of the. State of North Carolina, hereinafter known as the COMMISSION; and
LeoTerra, Johnson Street 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 Guilford. County, upon
.which it is erecting and.will erect dwelling units,and other improvements, said development to beknown
as Beckett Townes Ph 1 (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:Caro lina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, Beckett Townes Homeowners Association Inc (hereinafter
Association), a non -prof i 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-andrepairing 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 properlyconstructed,
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 and law.
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 and Declaration.
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 DEVELOPERS
successor.
FORM: DEV 03-19 Page 1 of 2

7.
j
Y
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 disposalfacility 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
f led 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
S. Daniel Smith
Director, Division of Water Resources
(Date)
FORM: DEV 03-19
LeoTerra Johnson Street LLC
Name of DEVELOPER
B
(Signature)
Christopher Lyons, Manager
Print Name and Title
_ 1116/M
(Date)
Page 2 of 2

. f6ITITA i i I 7-i 11'
October 15, 2024
Department of Environmental Quality
Division of Water Resources
Winston-Salem Regional Office
450 W. Hanes Mill Road, Suite 300
Winston-Salem, North Carolina 27105
RE: Fast Track Sewer System Extension Application
Beckett Townes — Phase 1
4321 Johnson Street, High Point, NC 27265 (PID: 169368)
Dear Winston-Salem Regional Office Reviewers:
NC Department of
EnvirO meet lld Quality
Recei
OCT 21 2024
Winston-Salem
Regional office
We are pleased to submit the Fast Track Sewer System Extension Application for the proposed Beckett Townes
— Phase 1 development. The project consists of 112 three -bedroom townhouses to be served by gravity sewer.
Expected flows are 360 gallons per day per townhome, or approximately 40,320 gallons per day total. The
following documents are included with this submittal package:
1. One (1) Cover Letter
2. One (1) $600 check made payable to NCDEQ
3. One (1) completed Fast Track Application (FTA 10-23)
4. One (1) copy of the NC Secretary of State registration confirmation for the applicant
5. One (1) completed Flow Tracking/Acceptance Form (FTSE 10-23)
6. One (1) USGS Topographic Map
7. One (1) Aerial Location Map
8. One (1) Operational Agreement (DEV)
We appreciate your review and consideration of the Fast Track Sewer System Extension submittal package, and
we look forward to your feedback. Please do not hesitate to contact me directly if you have any questions. I
can be reached at [phone] or [e-mail].
Very respectfully,
Bowman North Carolina, Ltd.
Paul Lawler, PE
Branch Manager
10130 Perimeter Parkway, Suite 100, Charlotte, NC 28216
704.412.7474
bowman.com

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Limited Liability Company
Legal Name
LeoTerra Johnson Street LLC
Prev Legal Name
Leoterra Johnson St. LLC
Information
Sosld: 2228140
Status: Current -Active O
Date Formed: 7/7/2021
Citizenship: Domestic
Annual Report Due Date: April 15th
Currentgnnual ,Report Status:
Registered Agent: Price, George
Addresses
Mailing
1.10 Shields Park Drive Suite A
Kernersville, NC 27284
Reg Mailing
110 Shields Park Drive Suite A
Kernersville, NC 27284
Company Officials
Principal Office
110 Shields Park Drive Suite A
Kernersville, NC 27284
Reg Office
110 Shields Park Drive Suite A
Kernersville, NC 27284
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager
Christopher Lyons
110 Shields Park Dr. Suite A
Kernersville NC 27284-3567

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