WQ0045885_Application (FTSE)_20240819

a C) s
iversENGINEERS PLANNERS SURVEYORS LANDSCAPE ARCH ITECTS
8 ASSOCIATES, INC
SANITARY SEWER NARRATIVE
Bayswater Apartments (Greenville, NQ — Proj. M 2022044
Service Area Description:
This sewer system is to serve an 12+/- acres site of
which 11 acres are developed for the purpose of a
multi -family residential site. The proposed project
consists of 5 Apartment Buildings, a Clubhouse and
pool area, private access and parking, sidewalks,
mail kiosk, and other features as depicted on the
plans.
Calculated Design Flow
The calculated design flow is shown by the chart
below. Daily flow rates are determined based upon
the recommendations for daily design flow from 15A
NCAC 02T .0714 - WasteWater Design Flow Rates;
multiplied by a peaking factor of 2.5. The project
calculated design daily flow is shown calculated on
the following table.
Project Location:
0 Bayswater Rd —Greenville, NC.
The property is vacant land located adjacent to
Ignite Church and Legacy at Fire Tower Apartment
complex, in the Firetower Junction Subdivision,
within Greenville, NC.
Extent of Work:
This permit is for the installation of 1.260 If of new
private 8" sanitary sewer line from center line to
centerline of manholes.
e Units
Q (9Pd)
DDF
(9pd)
DDF
(gpm)
Peaking
Factor
QD
( )
1-Bedroom
121
240
29040
20.17
2.S
50.42
2-Bedroom
_
71
240
I 17040
11.83
2.5
29.58
3-Bedroom
0
360
0
0.31
2.5
0.775
Acreage
Clubhouse/Pool
0.5
880
440
Total Permitted DDF Wastewater Facilities Design Flow: $0.8
. Based on 15A NCAC 02T .0114 - WasteWater Desian Flow Rates -
P�FESSI 0
SEAL 1
FNGI NEEiP'� Qre
10/7/2024 1 `
Brian K Edwards, PE
Project Engineer of Record
107 E. Second Street, Greenville, NC 27858 • PO Box 929, Greenville, NC 27835 • Phone: [phone] • Fax: [phone]
NCBELS Lic. No. F-0334 www.riversandassociates.com NCBOLA Lic. No. C-312

State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: ETA 06-21 & 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 1 jA NCA( 0' I and the Division's
Minimum Design Criteria (Gras it% Sc%oci & I'um t Statimis I gi.ce Main_) and that plans, specifications and supporting documents
have been prepared in accordance with 15A :N( A(02f. 15A NCAC 02T .0300. Division policies, and good eu¢ioccrine practires.
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 I,:\ NCAC 021 .0105 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 \CAC 0.: Lo 303.
Projects not eligible for review via the fast track process (must be submitted for full technical review):
D 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);
D 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 maybe digital) of Application and Supporting Documents
M 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):
M 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.
D 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):
M Submit a check or money order in the amount of $480.00, 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 ETA 05-21):
M 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 1.2 is a corporation or company, provide documentation it is registered for business with the
\orth Carolina Sea -Mary of _Slaw.
❑ If the Applicant Type in Item 1.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
M The Project Name in Item I1.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
M The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a \rnllr Carolina
licensed Piolessional I_ miuco.
❑ The Applicant's Certification on Page 5 of the application shall be signed in accordance with I5A NCAC 021 olo6.Cht. 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 I SA NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 06-21 & SUPPORTING DOCUMENTATION Page 1 of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
❑ Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
D 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.
D Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate Ci_S. 143-215.67t a i.
D 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 li/ '_ CAC 1121 n kn5i Il 13, submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
D 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."
D 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)
Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC (12.1.01 1 Nu a 1.3 provide the Certificate of Public Convenience and Necessity from the Vonh Carolina l;tilihe5
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 Rater and Sewer Division Public
jiff 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):
❑ onic I'ro cnv Utvngs' Aasociatious
❑ Per 13A NC'AC02T .01 I iic), submit the properly executed Operational Atrcrment (FORM: HOA ).
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developersof lots to be sold
❑ Per I SA NCAC (121 .0I 3t+I, submit the properly executed operational AgLcrutm [FORM. DEV).
For more information, visit the Division's collection systems u u nits
INSTRUCTIONS FOR FORM: FTA 05-21 & 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
Asheville Regional Office
1 2090 USHighway 70
Water Quality Section
Swannanoa, North Carolina 28T7"211
[phone]
[phone] Fax
Fayetteville Regional Office
225 Green Street Suite 714
Water Quality Section
Fayetteville, North Carolina 28301-5095
[phone]
[phone] Fax
COUNTIES SERVED
Avery, Buncombe, Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
Macon, Madison, McDowell, Mitchell, Polk,
Rutherford, Swain, Transylvania, Yancey
Anson, Bladen, Cumberland, Harnett, Hoke,
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
Mooresville Regional Office
Water Quality Section
610 E. Center Avenue
Mooresville, North Carolina 28115
[phone]
[phone] Fax
Alexander, Cabarrus, Catawba, Cleveland,
Gaston, IredelI? Lincoln, Mecklenburg, Rowan,
Stanty, Union
Raleigh Regional Office
3800 Barrett Drive
Chatham, Durham, Edgeoombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27609
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Reaionai Office
943 Washington Square Mall
Beaufort, Bartle, Camden, Chowen, Craven,
Water Quality Section
Washington, North Carolina 27889
j 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 Regional Office
450 W. Hanes Mill Road
— lamanoe, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105 Stokes, Suny, Watauga, Wilkes, Yadkin
[phone]
[phone] Fax
INSTRUCTIONS FOR FORM: FTA 05-21 & SUPPORTING DOCUMENTATION Page 3 of 3

\/ 0\00 4gSS State of North Carolina
Department of Environmental Quality
Nil R 1
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & 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: 221Z LLC (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: P- e . Kaarides per I SA .CAC 02'1 .01061bm
Title: Manager/Partner
4. Applicant's mailing address: 1 128 Independence Boulevard. Suite 200
City:yirieina Beach State: VA Zip:23455-5555
Applicant's contact information:
Phonenumber: 757 461-1000
II. PROJECT INFORMATION:
Email Address: b3LClroKotarides.com
1. Project name: Ba%s++aterAparments
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: W Q00_
3. County where project is located: Pitt
4. Approximate Coordinates (Decimal Degrees): Latitude: 35° 33' 08.6" Longitude:-77022' 14.3"
5. Parcel ID (if applicable): 4696407910, 4685497503 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Brian Edwards License Number: 043152
Finn: Rivers and Associates. Inc..
Mailing address: 107 E.. Second Sven
City: Greem ille State: NC Zip: 27858-
Phonen»mber: 252 752-4135 Email Address: •d++ardsrwrivenandassuciates.com
IV. WASTEWATER TREATMENT FACILITY (W WTF) INFORMATION:
1. Facility Name: Greenville UtilhicsCommission Permit Number..NCO023931
Owner Name: Greenville Utilities Commission
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. PermitNtmmber(s): WQ-unknown
2. Downstream (Receiving) Sewer Information: 8 inch 19 Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS NC (1023931
Owner Name(s): (it Lvnvi lie I it iiities Comm issiun
FORM: FTA 06-21 Page 1 of 5

Vl. 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 I5A 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 .0114(fl? [-]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(t))
Daily Design Flow 0
No. of Units
Flow
1-Bedroom Apartment
75 gal/day
117
8,775 GPD
2-Bedroom Apartment
150 gal/day
71
10,650 GPD
Clubhouse/Pool
880 gal/ac/day
0.5
440 GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
19,865 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 46 080 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21 Page 2 of 5

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) Se%,C,-%):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 1,260 PVC
::�4—
➢ Section 11 & ID 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 Applkable)-02T .0305 & MDC- (Pump Slations/Force Mains):
PROVIDE A SEPARATE COPY OF -I HIS PALL FOR L-ACH PUMP STATION INCLUDED IN TI IIs_PROJECi
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) MaterialIL
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 I5A NCAC 02T .0305(h)41 :
❑ 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 06-21 Page 3 of 5

Ix SETBACKS & SEPARATIONS —(02B.0200&ISA NCACO2T.0305(t)).
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) R (s)? ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum lions that shall be vided for sewer systems:
Setback Parameter"
Separation Required
Strom sewers and other utilities not listed below (vertical)
18 inches
2Water mains (vertical - water over sewer preferred, including in beached trenches)
IS inches
1Water 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 IX2)
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
Drainage systems and interceptor drams —
10 feet
5 feet
10 feet
Amy swimming 1wis
Final earth !fie (vtzticei)
Witches
r if noncompliance with 02T.0305(f) or W. see Section X.1 of this application
"I5A NCAC 02'L0305(c) contains alternatives where separations in u2'f.0305(f) cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
"Stream classifications ran be identified using the Division's NC' Surface t1'ater Classifications wcbpagc
2. Does this project comply with the minimum separation requirements for water mains? ®Yes ❑ No [:]N/A
➢ If no, please refer to 15A NCAC I SC.0906(f) for documentation requirements and submit a separate document,
signed/scaled 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
D Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's Jlpftsel±araiiun rcuuirrmems 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: Neuse ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15.A NCAC 02 B .0'00" ® Yes ❑ No
➢ This includes Trout Buffered Streams per I SA 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 027.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15:1 NCAC 02"f.0105(c1(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 02'1.(NO2, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with I5A NCAC 02T. the Minimum Design Criteria for [lie Penniuine of Pump Stations
and Force Mains i latest_%ersioni. and the Gras ity Sewer Minimum Design Criteria (latest version I as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Altemative Design Request application
(VADC 10.14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrerilk svilh the approval of the permit and proieets requiring a %anince apm'ovai mas he sub eel to longer
review times. For proiecls requiring No or more variances or where the variance is determined bs the Division ID be a
significant portion of the project. the full technical re%iew is required.
2. Professional Engineers Certification:
I, Brian K. Edwards , attest that this application for Bayswater Apartments
(Rofessional Engineer's name Cram Application Item III.1) (PwJM Name from Application Item II.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 %ersion), and the Minimum Design Criteria for the Fast -Track Permiuine
of Pump Stations and Force Mains I latest version i. 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 NC AC'S65,01)
North Carolina Professional Engineer's seal, signature, and date:
�.:
SEAL 1
6Y 711ZM
3. Applicant's Certification per 15A NCAC 02T .o106(b):
1, Pete 0. Kotarides _ . attest that this application for Bayswater Apartments
(Signature Anthirity Name from Application Item I.3.) (Pmject Name from Application Item 0.1)
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 lend 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: 511 7 / 7-" 1
FORM: FTA 06-21 Page 5 rrf 5

,X 14 Greenville
.�_ Utilities
October 8, 2024
Mr. Pete 0. Kotarides
2952 LLC
1128 Independence Blvd.
Virginia Beach, VA 2345'_
Subject: Proposed Bayswater Apartments
Pitt County Tax Parcel 89239
Intersection of Bayswater Drive & Legacy Court
Public Water & Sanitary Sewer Service Availability/Capacity to Serve
Dear Mr. Kotarides:
This will confirm Greenville Utilities Commission's (GUC) willingness and capacity to serve
the subject project with potable water and sanitary sewer.
Water service is available to the project site via a 10-inch main located on the north side of
Bayswater Drive and an 8-inch main located on the west side of Legacy Court. The GUC
water system has adequate capacity for the proposed domestic design demand of 19,865
gallons per day.
Sanitary sewer service is available to the project site via an 8-inch main located on the
property at the southeast corner. The GUC sewer system has adequate capacity to
accommodate the peak Flows associated with the proposed domestic design water demand
of 19,865 gallons per day. The receiving facility will be Greenville Utilities Commission
Wastewater Treatment Plant (NC0023931).
If you should have any questions or require any additional information concerning this
matter, please contact me at 252-551-3386 or at cahoonchCa)guc.com.
Sincerely, LyL/
Clifton H. Cahoon, P.E.
Water Resources Construction/Contracts Engineer
Cc: Mr. David Springer, PE, Director of Water Resources
Mr. Brian Edwards, PE, Rivers and Associates
Connected To You Port Office Box 1847 1 Greenville, North Carolina 27835-1847 1 guc.com 1 252-752-7166

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: 2952 LLC
Project Name for which flow is being requested: Bayswater Apartments
More than one ME may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of theproposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Greenville Utilities Commission
b. WWTP Facility Permit #: NC0023931
All flows are in MGD
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
17.5
2.833
10.426
.0199
13.279
75.878
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)
Design
Pump
Average Daily
Station
Firm Flow"
(Name or
Capacity, " (Firm / pt),
Number)
MGD MGD
Southside 30.259 12.104
(B)
(C)
(D)=(B+C)
(EMA-D)
Obligated,
Approx.
Not Yet
Total Current
Current Avg.
Tributary
Flow Plus
Daily Flow,
Daily Flow,
Obligated
Available
MGD
MGD
Flow
Capacity***
5.791
_1.601
7.392
4.712
For 6.513 2.605 1.618 .176 1.794 .811
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Ph► wing 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): Unknown
Downstream Permit Number: Unknown
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Clifton H. Cahoon, PE 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 addendum s for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Page 2 of 6
FTSE 04-16

Average Yearly Flow for:
Jan.2023
Feb.2023
Mar.2023
Apr.2023
May2023
Jun2023
Ju12023
Aug2023
Sept2023
Oct2023
Nov2023
Dec2023
GUC, NCO023931
Permitted Flow:
9.9419355
11.4857143
10.5709677
11.4533333
9.8709677
9.7386667
9.9377419
10.1190323
11.5666667
10.4516129
9.4966667
10.6451613
10.43987225 Avg. Flow
2023 % of Permitted Flow
17.50
0.596564129
(< 80% / 90% 0K)

9/5/24, 10:10 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
2952 LLC
Information
Sosld: 2517230
Status: Current -Active O
Date Formed: 11/3/2022
Citizenship: Foreign
State of Incorporation: VA
Annual Report Due Date: April 15th
Currentgnnual Report Status:
Registered Agent: CT Corporation System
Addresses
Mailing
Principal Office
1128 Independence Boulevard, Suite 200 1128 Independence Boulevard, Suite 200
Virginia Beach, VA 23455-5555 Virginia Beach, VA 23455-5555
Reg Office Reg Mailing
160 Mine Lake Ct Ste 200 160 Mine Lake Ct Ste 200
Raleigh, NC 27615
Company Officials
Raleigh, NC 27615
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
https://w .sosnc.gov/online_services/search/Business_Registration_Results 1/2

9/5124, 10:10 AM
North Carolina Secretary of State Search Results
Manager
Basil O. Kotarides
1128 Independence Blvd Suite 200
Virginia Beach VA 23455-5555
Manager
Pete O. Kotarides
1128 Independence Blvd Suite 200
Virginia Beach VA 23455-5555
Manager
Kotarides Holdings LLC
1128 Independence Blvd Suite 200
Virginia Beach VA 23455-5555
Manager
Pete Alex Kotarides
1128 Independence Blvd Suite 200
Virginia Beach VA 23455-5555
Manager
Petro A. Kotarides
1128 Independence Blvd Suite 200
Virginia Beach VA 23455-5555
2/2

Bayswater Apartments — USGS Topographical Map
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Portion
of USGS Topographical Map-
Greenville SE Quadrangle
North Carolina - Pitt County 7.5-minute
series

e��

Toppen, Sarah A
From: Brian Edwards <[e-mail]>
Sent: Thursday, September 5, 2024 9:28 AM
To: Toppen, Sarah A
Cc: Clay Johnston
Subject: [External] Re: Additional Information Needed for Bayswater Apartment Fast Track
Application
Attachments: FTSE 04-16.pdf
IYou don't often get email from [e-mail]. learn why this is important
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.
Hi Sarah,
Please find attached the requested form executed attached. Do you need a hard copy mailed to you?
Thanks,
Brian Edwards, PE
Project Engineer 11
W: [phone]
C. [phone]
Rivers & Associates Inc
107 E 2nd St Greenville, NC 27858
"For every house is built by someone, but God is the builder of everything." Hebrews 3:4
From: Brian Edwards <bedwards@ rive rsandassociates.com>
Sent: Wednesday, September 4, 2024 1:29 PM
To: Toppen, Sarah A <[e-mail]>
Cc: Clay Johnston <[e-mail]>
Subject: Re: Additional Information Needed for Bayswater Apartment Fast Track Application
Hi Sarah,
Apologies I let this email slip. I will have GUC sign anew copy and email to you a scan and mail the hard
copy, hopefully have it by end of the week. That would bean incorrect error, if you can please mark that
on the application.
Thanks,
Brian Edwards, PE
Project Engineer /l
W: [phone]
C: [phone]
Rivers & Associates Inc
107 E 2nd St, Greenville, NC 27858
"For every house is built by someone, but God is the builder of everything." Hebrews 3:4

From: Toppen, Sarah A <[e-mail]>
Sent: Friday, August 23, 2024 2:53 PM
To: Brian Edwards <[e-mail]>
Subject: Additional Information Needed for Bayswater Apartment Fast Track Application
Good afternoon Brian,
I am reviewing the Bayswater Apartments Fast Track Application. I see that the wastewater generated by the
project is 19,425 gpd but I cannot find the flow tracking application completed by GLIC. Do you have a copy of
that? Also, on page 2 of 5, number eight on the application you have 46,080 gpd listed as the wastewater generate
bythe project. I assume this is wrong and maybe left from a prior project. If it is let me know and I can mark
through it and state that on the application as an error. Let me know if you have any questions and I will start
working on the permit once I receive the needed additional information.
Kind Regards,
Sarah
Sarah A Toppen
Environmental Specialist II
Division of Water Resources
Water Quality Regional Operations
252-948-3918 office
252-402-6155 mobile
Sarah. Toppen no.deo.nc.gov Email
943 Washington Square Mall
Washington NC 27889
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized
stale official.

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Dhision of kcsourccs Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: 2952 LLC
Project Name for which flow is being requested: Bay swater Apartments
More than one ME maybe required for a single project if dw owner of the WWTP is not responsible for all psmp
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: Greenville Utilities Commission
b. WWTP Facility Permit#: NC0023931
All flows are in MGD
c. WWTP facility's permitted flow 17.5
d. Estimated obligated flow not yet tributary to the WWTP 2.87
e. WWTP facility's actual avg. flow 10.426
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
.0194
13.316
76.090
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,
Pomp Average Daffy Approx.
Not yet
Total Current
Station Firm Flow" Curtest Avg.
Tributary
Flow Plus
(Name or Capacity, ` (Firm / pf), Daily Flow.
Daily Flow,
Obligated
Available
Number) MGD MGD MGD
MGD
Flow
Capacity**'
Southside 30.259 12.104 5.791
1.581
7.372
4.732
Fork 6.513 2.605 1.618
156
1.774
.831
* The Firm Capacity of any pump station is defined w 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 peabing
factor (pf) not leas than 2.5.
*** 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): Unknown
Downstream Permit Number.
Unknown
Page 1 of 6
FTCF. (14-1 A

III. Certification Statement:
I Clifton H. Cahoon, PE 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 treataent 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 indicates acceptance of this wastewater flow.
SIgni Official Signature Date --
Page 2 of 6
FTSF 04-16

,N-Mivers ENGINEERS PLANNERS SURVEYORS
6 ASSOCIATES, INC
SANITARY SEWER NARRATIVE
Bayswater Apartments (Greenville, NQ — Proj. #: 2022044
Service Area Description:
This sewer system is to serve an 12+/- acres site of
which 11 acres are developed for the purpose of a
multi -family residential site. The proposed project
consists of 5 Apartment Buildings, a Clubhouse and
pool area, private access and parking, sidewalks,
mail kiosk, and other features as depicted on the
plans.
Calculated Design Flow
The calculated design flow is shown by the chart
below. Daily flow rates are determined based upon
the recommendations for daily design flow from 15A
NCAC 02T .0714 - WasteWater Design flow Rates;
multiplied by a peaking factor of 2.5. The project
calculated design daily flow is shown calculated on
the following table.
C-
Total Permitted DDF Wastewater Facilities Design Flow: 80.0
Project Location:
0 Bayswater Rd —Greenville, INC.
LANDSCAPE ARCHITECTS
The property is vacant land located adjacent to
Ignite Church and Legacy at Fire Tower Apartment
complex, in the Firetower Junction Subdivision,
within Greenville, NC.
Extent of Work:
This permit is for the installation of 1,260 If of new
private 8" sanitary sewer line from center line to
centerline of manholes.
'X'-Bedroom
A - Units
Q (gl
DDF
(gl
DDF
(g m)
Peaking
Factor
QD
(gpm)
1-Bedroom
121
240
29040
20.17
2.5
50.42
2-Bedroom
71
240
17040
11.83
2.5
29.S8
3-Bedroom
0
360
0
0.00
2.5
0.00
_
'X' • 120
" Based on 15A NCAC 02T .0114 - Wastewater Desion Flow
SEAL
043152
01/09/2023
Brian K Edwards, PE
Project Engineer of Record
107 E, Second Street, Greenville, NC 27858 a PO Box 929, Greenville, NC 27835 a Phone: [phone] a Fax: [phone]
NCBELS Lic. No. F-0334 www.riversandassociates.com NCBOLA Lic. No. C-312

Greenville
.X_I Utilities
August 1, 2024
Mr. Pete 0. Kotarides
2952 LLC
1128 Independence Blvd.
Virginia Beach, VA 234SS
RECEIVED/NCDENR/DWR
AUG 19 ?V`4
Water Quality
Regional Operations Section
Washington Regional Office
Subject: Proposed Bayswater Apartments
Pitt County Tax Parcel 89239
Intersection of Bayswater Drive & Legacy Court
Public Water & Sanitary Sewer Service Availability/Capacity to Serve
Dear Mr. Kotarides:
This will confirm Greenville Utilities Commission's (GUC) willingness and capacity to serve
the subject project with potable water and sanitary sewer.
Water service is available to the project site via a 10-inch main located on the north side of
Bayswater Drive and an 8-inch main located on the west side of Legacy Court. The GUC
water system has adequate capacity for the proposed domestic design demand of 19,425
gallons per day.
Sanitary sewer service is available to the project site via an 8-inch main located on the
property at the southeast corner. The GUC sewer system has adequate capacity to
accommodate the peak flows associated with the proposed domestic design water demand
of 19,425 gallons per day. The receiving facility will be Greenville Utilities Commission
Wastewater Treatment Plant (NCO023931).
If you should have any questions or require any additional information concerning this
matter, please contact me at 252-551-3386 or at cahoonch(Mguc.com.
Sincerely,
,41
Clifton H. Cahoon, P.E.
Water Resources Construction/Contracts Engineer
Cc: Mr. David Springer, PE, Director of Water Resources
w9r. Brian Edwards, PE, Rivers and Associates
Connected To You Post Office Box 1847 1 Greenville, North Carolina 27835-1847 1 guc.com 1 252-752-7166

Bayswater Apartments — USGS Topographical Map
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Portion of USGS Topographical Map— Greenville SE Quadrangle North Carolina — Pitt County 7.5-minute
series