WQ0045902_Application (FTSE)_20241015

EAGLE ENGINEERING
REvEIVEDMDEQ/DWR
OCT ] 5 2024
Creating Communities.Together.
fir—kROS
Inndidianan Trail,NC 28079
I Van Buren Avenue MOORESVILLE REGIONAL.OFFICE
[phone] phone/[phone] fax
www.eagleonline.net
Letter of Transmittal
Date: 10/14/2024
Attention: Water Quailty Selection EEI Job Number: 7676
610 E. Center Avenue
Re: Gateway Apartments
Mooresville, North Carolina 28115
Delivered by: ❑ Hand ❑✓ UPS ❑ Mail ❑ Fedex ❑ Courier El Other
We are transmitting the following items:
✓❑ Prints ❑✓ Copy of Letter ❑ Specifications ❑✓ Application ❑ Mylars ❑✓ Report
❑ Plans ❑ Shop Drawings ❑ Calculations ❑ As Builts ❑✓ Check ✓❑ Other
No. Date Copies Items to be Transmitted
1 10/14/2024 2 FTA 10-23
2 10/14/2024 2 Utility Sheets-2024-06-18
3 10/14/2024 1 Fast Track Cover Letter
4 10/14/2024 1 Fee Check#1007($600.00)
5 1 10/14/2024 1 SoS,Aerial Exhibit, USGS TOPO
6 1 10/14/2024 1 FTSE
These are transmitted as checked below:
❑✓ For Approval ❑✓ For Review ❑ Approved as Submitted
❑ For Your Use ❑ Corrected Prints ❑ Approved as Noted
❑ As Requested ❑ Copies for Distribution ❑ Copies for Approval
Remarks:
Please let me know once you received this submittal at [e-mail], thank you!
Note: Unless revision block states "Released for Cons/ruction", all plans enclosed are to be considered
"Preliminary " and "Not for Construction", and are provided for 2ermitting, information and bidding use onl .
Cc: File
Signed: Kai SChMidt

EAGLE ENGINEERING
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`'1�1 'ft�M"W
Gateway Apartments
Private Grinder Pump Station
Fast Track Application Cover Letter
Package includes one hard copy& one digital copy of the following items:
• Cover Letter
• Application Fee Check ($600.00)
• Fast Track Application (FTA 10-23)
• Flow Tracking/Acceptance Form (FTSE 10-23)
• USGS Topographic Map
• Street Level Aerial Map
• Utility Plans (24"x36")
Project Narrative:
• The proposed project of Gateway Apartments is located in Monroe, Union County, NC and
includes (145) 1-2 bedroom multi-family units
• The proposed project consists of a proposed private grinder pump station complete with wet
well, backup generator, lighting and check valves all within a fenced enclosure, as well 690 LF of
2" private force main.The force main extends throughout the proposed mixed-use
development,tying into a proposed sanitary sewer service lateral and manhole owned and
operated by the City of Monroe.
• Permitted flows under this new permit will be 39,300 GPD and will be designed to convey 100%
domestic sanitary sewer to the existing City of Monroe 8" sanitary sewer main located within
the James Hamilton Road public right of way. Flow is calculated as follows:
145 multi-family units (1-2 bedroom) x 240 gpd = 34,800 GPD
18 multi-family amenity fixtures x 250 gpd =4,500 GPD
Total = 39,300 GPD
Please address all comments and questions to Steven Prophet at [e-mail] or
[phone].
www.eagleonline.net
2013-A Van Buren Avenue
Indian Trail,NC 28079
Ph 704 882 4222
Fax [phone]

EAGLE ENGINEERING RECEiVEDaNCDEO/DWR
OCT 15 2024
Wan��r�
WO.P,OS
MOORESVI LE REGIONAL OFFICE
Gateway Apartments
Private Grinder Pump Station
Fast Track Application Cover Letter
Package includes one hard copy& one digital copy of the following items:
• Cover Letter
• Application Fee Check($600.00)
• Fast Track Application (FTA 10-23)
• Flow Tracking/Acceptance Form (FTSE 10-23)
• USGS Topographic Map
• Street Level Aerial Map
• Utility Plans (24"x36")
Project Narrative:
• The proposed project of Gateway Apartments is located in Monroe, Union County, NC and
includes (145) 1-2 bedroom multi-family units
• The proposed project consists of a proposed private grinder pump station complete with wet
well, backup generator, lighting and check valves all within a fenced enclosure, as well 690 LF of
3" private force main.The force main extends throughout the proposed mixed-use
development,tying into a proposed sanitary sewer service lateral and manhole owned and
operated by the City of Monroe.
• Permitted flows under this new permit will be 39,300 GPD and will be designed to convey 100%
domestic sanitary sewer to the existing City of Monroe 8"sanitary sewer main located within
the James Hamilton Road public right of way. Flow is calculated as follows:
145 multi-family units (1-2 bedroom)x 240 gpd = 34,800 GPD
18 multi-family amenity fixtures x 250 gpd =4,500 GPD
Total = 39,300 GPD
Please address all comments and questions to Steven Prophet at [e-mail] or
[phone].
www.eagleonline.net
2013-A Van Buren Avenue
Indian Trail,NC 28079
Ph 704 882 4222
Fax [phone]

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 10-23&SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria(Gravity Sewer&Pump Stations/Force Mains) and that plans, specifications and supporting documents
have been prepared in accordance with 15A NCAC 02T,15A NCAC 02T.0300,Division policies,and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be immediately available upon request by the Division.
Projects that are deemed permitted(do not require a permit from the Division)are explained in 15A NCAC 02T.0303.
Projects not eligible for review via the fast track process(must be submitted for full technical review):
➢ Projects that do not meet any part of the minimum design criteria(MDC)documents;
➢ Projects that involve more than one variance from the requirements of 15A NCAC 02T;
➢ Pressure sewer systems utilizing simplex septic tank-effluent pumps(STEPS)or simplex grinder pumps;
➢ Simplex STEP or simplex grinder pumps connecting to pressurized systems(e.g.force mains);
➢ Vacuum sewer systems.
General—When submitting an application,please use the following instructions as a checklist in order to ensure all required items are
submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the
amount of requested additional information.Failure to submit all required items will necessitate additional processing and review
time,and may result in return of the application. Unless otherwise noted,the Applicant shall submit one original and one copy of
the application and supporting documentation.
A. One Original and One Copy(second copy may be digital)of Application and Supporting Documents
® Required unless otherwise noted. Signatures on original must be"wet ink"or secure digital signatures.
Please do not submit engineering design plans with the application unless specifically requested.
B. Cover Letter/Narrative Description(Required for All Application Packages):
® List all items included in the application package,as well as a brief description of the requested permitting action.
➢ Be specific as to the system type,number of homes served,flow allocation required,etc.
➢ Include the permit number/status of any other required sewer permits(downstream/upstream)
➢ If necessary for clarity,include attachments to the application form.
C. Application Fee(All New and Modification Application Packages):
® Submit a check or money order in the amount of$600.00,dated no more than 90 days prior to application submittal.
➢ Payable to North Carolina Department of Environmental Quality(NCDEQ)
D. Fast Track Application(Required for All Application Packages,Form FTA 10-23):
® Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions,attachments to the application may be made.
® If the Applicant Type in Item I.2 is a corporation or company, provide documentation it is registered for business with the
North Carolina Secretary of State.
❑ If the Applicant Type in Item I.2 is a partnership or d/b/a,enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
® The Project Name in Item II.1 shall be consistent with the project name on the flow acceptance letters,agreements,etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North Carolina
licensed Professional Engineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(b). Per
15A NCAC 02T.0106(c),an alternate person may be designated as the signing official if a delegation letter is provided from
a person who meets the criteria in 15A NCAC 02T.0106(b).
INSTRUCTIONS FOR FORM:FTA 10-23 &SUPPORTING DOCUMENTATION Page ] of 3

E. Flow Tracking/Acceptance Form(Form: FTSE 10-23)(If Applicable):
❑ Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one year
prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-215.67(a).
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project-specific FTSE.
F. Site Maps(All Application Packages):
® Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project area,
including the closest surface waters.
➢ General location of the project components(gravity sewer,pump stations,&force main)
➢ Downstream connection points and permit number(if known)for the receiving sewer
® Include an aerial location map showing general project area(such as street names or latitude/longitude) so that Division staff
can easily locate it in the field.
G. Existing Permit(Application Packages for Modifications to an Existing Permit):
❑ Submit a copy of the most recently issued existing permit.
❑ Include a descriptive and clear narrative identifying the previously permitted items to remain in the permit,items to be
added,and/or items to be modified(the application form itself should include only include items to be added/modified).The
narrative should also include whether any previously permitted items have been certified.
❑ The narrative should clearly identify the requested permitting action and accurately describe the sewers to be listed in
the final permit.
H. Power Reliability Plan(Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T.0305(h)(1),submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible with
the station. The Division will accept a letter signed by the applicant(see 15A NCAC 02T .0106(b)) or proposed contractor,
stating that"the portable power generation unit or portable,independently-powered pumping units, associated appurtenances
and personnel are available for distribution and operation of this pump station."
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump,including travel timeframes, shall
be provided in the case of a multiple station power outage.(Required at time of certification)
I. Certificate of Public Convenience and Necessity(All Application Packages for Privately-Owned Public Utilities):
❑ Per 15A NCAC 02T.0115(a)(1)provide the Certificate of Public Convenience and Necessity from the North Carolina Utilities
Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by the sewer
extension,or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an application
for a franchise has been received and that the service area is contiguous to an existing franchised area or that franchise approval
is expected.
J. Operational Agreements(Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Property Owners' Associations
❑ Per 15A NCAC 02T.0115(c),submit the properly executed Operational Agreement(FORM: HOA).
❑ Per 15A NCAC 02T.0115(c),submit a copy of the Articles of Incorporation,Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T.0115(b),submit the properly executed Operational Agreement(FORM:DEW
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM:FTA 10-23 &SUPPORTING DOCUMENTATION Page 2 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE ADDRESS COUNTIES SERVED
Asheville Regional Office 2090 US Highway 70 Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section Swannanoa, North Carolina 28778-8211 Clay, Graham, Haywood, Henderson, Jackson,
[phone] Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office 225 Green Street Suite 714 Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section Fayetteville, North Carolina 28301-5095 Montgomery, Moore, Robeson, Richmond,
[phone] Sampson, Scotland
[phone] Fax
Mooresville Regional Office 610 E. Center Avenue Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section Mooresville, North Carolina 28115 Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone] Stanly, Union
[phone] Fax
Raleigh Regional Office 3800 Barrett Drive Chatham, Durham, Edgecombe, Franklin,
Water Quality Section Raleigh, North Carolina 27609 Granville, Halifax, Johnston, Lee, Nash,
[phone] Northampton, Orange, Person,Vance, Wake,
[phone] Fax Warren,Wilson
Washington Regional Office 943 Washington Square Mall Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section Washington, North Carolina 27889 Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone] Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax Perquimans, Pitt,Tyrrell,Washington,Wayne
Wilmington Regional Office 127 Cardinal Drive Extension Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section Wilmington, North Carolina 28405 Hanover, Onslow, Fender
[phone]
[phone] Fax
Winston-Salem Reqional Office 450 W. Hanes Mill Road Alamance,Alleghany,Ashe, Caswell, Davidson,
Water Quality Section Suite 300 Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105 Stokes, Surry,Watauga,Wilkes,Yadkin
[phone]
[phone] Fax
INSTRUCTIONS FOR FORM:FTA 10-23 & SUPPORTING DOCUMENTATION Page 3 of 3

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23 &SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: New Monroe Investments,LLC(company,municipality,HOA,utility,etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately-Owncd Public Utility
❑ Federal ❑ State/County ❑Municipal ❑ Other
3. Signature authority's name:Venkateswara Suryadevara per 15A NCAC 02T.0106(b)
Title: President
4. Applicant's mailing address: 9935-D Rea Road#163
City: Charlotte State:NC Zip: 28277-
5. Applicant's contact information:
Phone number: [phone] Email Address:venkatksonarealty.com
II. PROJECT INFORMATION:
1. Project name: GatewayApartments
2. Application/Project status: ®Proposed(New Permit) ❑ Existing Permit/Project
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:Union
4. Approximate Coordinates(Decimal Degrees):Latitude: 35.0402' Longitude:-80.5997'
5. Parcel ID(if applicable): 09336029E,09336029D(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer:Matthew C.Kirchner,PE License Number: 045509
Firm:Eagle Engineering,Inc
Mailing address: 2013-A Van Buren Ave
City: Indian Trail State:NC Zip:28079-
Phone number: 704) 882-4222 Email Address:pc(&ea,gleonline.net
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name: City of Monroe WWTP Permit Number:NCO024333
Owner Name: City of Monroe
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s):WQ0035165
2. Downstream(Receiving)Sewer Information: 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s)(if applicable):WQCS00026
Owner Name(s): City of Monroe
FORM: FTA 10-23 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 ❑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',' No.of Units Flow
Multifamily Units(1-2 Bedrooms) 240 gal/day 145 34,800 GPD
Multifamily Amenity Fixtures 250 gal/day 18 4,500 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 39,300 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.42A-4).
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.
8. Wastewater generated by project: 39,300 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 l 0-23 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
➢ 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: Gateway Apartments(private)
2. Approximate Coordinates(Decimal Degrees):Latitude: 35.0224' Longitude: -80.3558'
3. Total number of pumps at the pump station: 1
3. Design flow of the pump station: .0393 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): 110.0 gallons per minute(GPM)at 42 feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
2 690 PVC
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)
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(f)&(u,)? ®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
'Water 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-reclai ned over sewer) 2 feet
"Any private or public water supply source,including any wells,WS-I waters of Class I or
Class 11 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.I of this application
*15A NCAC 02T.0305 Q 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 weboaae
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑No ❑N/A
➢ If no,please refer to 15A NCAC ISC.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? ®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: ®No
If yes,does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑Yes ®No
Y This includes Trout Buffered Streams per 15A NCAC 213.0202
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(,(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 proiects requiring a variance approval may be subiect 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 proiect,the full technical review is required.
2. Professional Engineer's Certification:
I, MoMA14 C• 6wm,u02 A ,attest that this application for C-bWt,FL,gg4.jti,Q4�.,�,�„�
(Professional Engineer's name from Application Item III.1.) (Project Na de from Application Item IL I)
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,6,Q17A4II I 1/
North Carolina Professional Engineer's seal,signature,and date: �`�`�(N GAR...
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3. Applicant's Certification per 15A NCAC 02T.0106(b):
I yr-w y;-SiIA" 5V2y,A-0 fiv,A 0
,attest that this application for 6 WA y 4 i_4a—rM/�"
(Signature Authority Name from Application Item I.3.) (Project Name from Application Item II.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:. ///�-, / Date: �•� Z
FORM:FTA 10-23 Page 5 of 5

WECEiVEDiNCDEQ/DVVR
OCT 1 5 [G%f State of North Carolina
Department of Environmental Quality
DWR WGROS Division of Water Resources
hOORESVILLE REGIPAI,,�r I)p
WCK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23&SUPPORTING DOCUMENTATION
Application Number:141Q 00 5 16;�(to be completed by DWR) ,
6�1=CENlDJNCDEQiDUti F
All items must be completed or the application will be returned
0
I. APPLICANT INFORMATION:
1. Applicant's name: New Monroe Investments,LLC(company,municipality,HOA,utility,etc.) MOORESViLLL REGIONAL OFFICE
2. Applicant type: ❑ Individual ®Corporation ❑General Partnership ❑ Privately-Owned Public Utility
❑Federal ❑ State/County ❑Municipal ❑ Other
3. Signature authority's name: Venkateswara Survadevara per 15A NCAC 02T.0I06(b)
Title:President
4. Applicant's mailing address:9935-D Rea Road#163
City:Charlotte State:NC Zip:28277-
5. Applicant's contact information:
Phone number:[phone] Email Address:venkat(a-sonarealtv.com
11. PROJECT INFORMATION:
1. Project name:Gateway Apartments
2. Application/Project status: ®Proposed(New Permit) ❑Existing Permit/Project
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:Union
4. Approximate Coordinates(Decimal Degrees):Latitude: 35.0402' Longitude:-80.5997'
5. Parcel ID(if applicable): 09336029E,09336029D(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
l. Professional Engineer:Matthew C.Kirchner,PE License Number:045509
Firm: Eagle Engineering Inc
Mailing address:2013-A Van Buren Ave
City: Indian Trail State:NC Zip:28079-
Phone number:[phone] Email Address:pcAeagleonline.net
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name:City of Monroe W WTP Permit Number:NCO024333
Owner Name:City of Monroe
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0035165
2. Downstream(Receiving)Sewer Information: 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s)(if applicable): WQCS00026
Owner Name(s): City of Monroe
FORM: FTA 10-23 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 ❑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 I SA NCAC 02T.0103(20))
If Industrial,is there a Pretreatment Program in effect?❑Yes❑No
6. Hasa flow reduction been approved under 15A NCAC 02T.01 14(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
Multifamily Units(1-2 Bedrooms) 240 gal/day 145 34,800 GPD
Multifamily Amenity Fixtures 250 gal/day 18 4,500 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 39,300 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.42A-4).
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.
8. Wastewater generated by project: 39,300 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

VI1. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305&MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
➢ 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
l. Pump station number or name:Gateway Apartments(private)
2. Approximate Coordinates(Decimal Degrees):Latitude:35.0224' Longitude:-80.3558'
3. Total number of pumps at the pump station: 1
3. Design flow of the pump station: .0393 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
2 690 PVC
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(f)&(g)? ®Yes ❑No
15A NCAC 02T.0305(f)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
'Water 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 1I impounded reservoirs used as a source of drinking water,and associated wetlands. 100 feet
**Waters classified WS (except WS-1 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.l of this application
*I 5A NCAC 02T.0305(Q)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 webpaee
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? ®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: ®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 213.0202
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.0 I 05(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:
l. 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 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:
1, 'Aftn{kw C. �r��� attest that this application for GM fL 44.1 j4A@#n ' '
(Professional Engineer's name from Application Item III.I.) (Project NarAe from Application Item I1.1)
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 Pumn 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 143-215.613, 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%�Gt.Qvffi�t/1,+
North Carolina Professional Engineers seal,signature,and date: .. 4/, /,I
�SS10 . I
2`a SEP&
= 0455n9
3. Applicant's Certification per 15A NCAC 02T.0106(b):
attest that this application for6,a i(:(J A X _AiAa-rA11Z
(Signature Authority Name from Application Item I.3.) (Project Name"from Application Item II.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: Date: -� L
FORM: FTA 10-23 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: New Monroe Investments, LLC
Project Name for which flow is being requested: Gateway Apartments
More than one FTSE cony be required for a single project if the o►vner of the WWTP is nor responsible for all pump
stations along the rottte of the proposed►vastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: City of Monroe WWTP
b. WWTP Facility Permit#: NCO024333
All flows are in MGD
c. WWTP facility's permitted flow 10.4
d. Estimated obligated flow not yet tributary to the WWTP 1.533
e. WWTP facility's actual avg. flow 7.207
f. Total flow for this specific request 0.039
g. Total actual and obligated flows to the facility 8.779
h. Percent of permitted flow used 84.41%
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 Approx.
Average Current Obligated, Total
Pump Daily Avg. Not Yet Current
Pump Station Station Firm Flow** Daily Tributary Flow Plus
(Name or Permit Capacity, * (Firm/po, Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
Stewart.Creek WQ0035165 5.558 2.223 1.392 0.573 1.965 0.258
* 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): City of Monroe WWTP
Downstream Permit Number: NC0024333
Page 1 of 6
FTSE l 0-18

III. Certification Statement:
I Scott Clark 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.
16 oZ
Signing Of icial Signatures ' ' � Date
aI�"i'K Vaj£( Resou as
Title of Signing Official
Page 2 of 6
FTSE 10-18

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SCALE: 1"=250'
FIRM LICENSE# C-0873 JOB NAME: GATEWAY APARTMENTS
2013A VAN BUREN AVE. CLIENT: SONA REALTY,LLC LOCATION:2750 N.ROCKY RIVER RD
INDIAN TRAIL, NC 28079 JOB NUMBER: 7676 MONROE,NC
[phone] DATE: 0911712024
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FIRM LICENSE# C-0873 JOB NAME: GATEWAY APARTMENTS
2013A VAN BUREN AVE. CLIENT: SONA REALTY,LLC LOCATION:2750 N.ROCKY RIVER RD
INDIAN TRAIL, NC 28079 JOB NUMBER: 7676 MONROE,NC
[phone] DATE: 0911712024
www.eagleonline.net

0 LIMITED LIABILITY COMPANY ANNUAL REPORT
1/6/2022
NAME OF LIMITED LIABILITY COMPANY: New Monroe Investments LLC
Fling Office Use Only
SECRETARY OF STATE ID NUMBER: 2677129 STATE OF FORMATION: NC E-Filed Annual Report
2677129
CA202405106841
REPORT FOR THE CALENDAR YEAR: 2024 2/20/2024 07:16
SECTION A: REGISTERED AGENT'S INFORMATION Changes
1. NAME OF REGISTERED AGENT: Suryadevara, Venkateswara Rao
2.SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS&COUNTY 4.REGISTERED AGENT OFFICE MAILING ADDRESS
9935-D Rea Rd#163 9935-D Rea Rd#163
Charlotte, NC 28277-6710 Mecklenburg County Charlotte, NC 28277-6710
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate Investments
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3.PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS 5.PRINCIPAL OFFICE MAILING ADDRESS
9935-D Rea Rd#163 9935-D Rea Rd #163
Charlotte, NC 28277 Charlotte, NC 28277
6.Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran-owned small business
❑ The company is a service-disabled veteran-owned small business
SECTION C: COMPANY OFFICIALS(Enter additional company officials in Section E.)
NAME: Venkateswara Rao Suryadevara NAME: NAME:
TITLE: President TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
9935-D Rea Rd #163
Charlotte,NC 28277
SECTION D:CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
Venkateswara Rao Suryadevara 2/20/2024
SIGNATURE DATE
Form must be signed by a Company Official listed under Section C of This form.
Venkateswara Rao Suryadevara President
Print or Type Name of Company Official Print or Type Title of Company Official
This Annual Report has been filed electronically.
MAIL TO:Secretary of State, Business Registration Division,Post Office Box 29525,Raleigh,NC 27626-0525

10/16/24,8:42 AM North Carolina Secretary of State Search Results
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online
Add Entity to My Email Notification List • View Filings • Print a Pre-Populated Annual Report form • Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
New Monroe Investments LLC
Information
Sosld: 2677129
Status: Current-Active O
Date Formed: 7/27/2023
Citizenship: Domestic
Annual Report Due Date: April 15th
Currentgnnual Report Status:
Registered Agent: Suryadevara, Venkateswara Rao
Addresses
Mailing Principal Office Reg Office
9935-D Rea Rd #163 9935-D Rea Rd #163 9935-D Rea Rd #163
Charlotte, NC 28277 Charlotte, NC 28277 Charlotte, NC 28277-6710
Reg Mailing
9935-D Rea Rd #163
Charlotte, NC 28277-6710
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
President
Venkateswara Rao Suryadevara
9935-D Rea Rd #163
Charlotte NC 28277
https://www.sosnc.gov/online_services/search/Business_Registration_ResuIts 1/1