WQ0035658_Application (FTSE)_20211129

Permit Number WQ0035658
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension., Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dea n. hunkele
Coastal SWRule
Permitted Flow
31,370
Facility
Facility Name
Front Street Village Sewer
Location Address
Owner
Central Files: APS _ SWP _
9/23/2021
Permit Tracking Slip
Status
Project Type
In review
Major modification
Version
Permit Classification
F
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Carteret
Facility Contact Affiliation
Owner Name Owner Type
Town of Beaufort Government - Municipal
Owner Affiliation
Everette S. Newton
Mayor
701 Front St
Dates/Events Beaufort NC 28516
Scheduled
Ong Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
12/1/2011 9/23/2021 )l rY 'J p—�� g
'lam!" 1��
Regulated Activities �5� l�Reauelsted /ReceivedFyents._

September 21, 2021
Mr. Dean Hunkele
N. C. Division of Water Resources
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405
AARENDELL
1004 Arendell Street
Morehead City, North Carolina 28557
[phone]
N. C. Certification No. C-1509
Phone: [phone]
Email: [e-mail]
Re: Permit Modification
Front Street Village Phase If , Permit #WQ0035658
Beaufort, Carteret County, North Carolina
Dear Mr. Gregson:
On behalf of the Town of Beaufort, we respectfully submit the enclosed Fast Track Sewer Extension
Permit modification request and associated documents for the referenced project. This modification
includes the sewer collection system to serve plats and residential development.
These improvements will serve development of the Front Street Village including the collection of
approximately 12,240 GPD of residential generated wastewater from 34 single family 3-bedroom units.
Wastewater flow estimates for the all facilities proposed in the project are shown on Table 1 attached.
The following supporting documents are attached and included in this submittal:
• Fast Track Application.
• Project Location Map
• Project Narrative
• Table 1 — Wastewater Flow Estimates.
• Copy of the Permit Modification issued on February 20, 2017.
• Drawing showing existing sewer collection facilities (sheet U2) previously permitted and
certified.
• Construction Specifications
• Check for $480 payable to NCDEQ.
The current schedule for construction of the facilities in this request is to start in Autumn 2021 and
complete construction by 2022.
RECEIVED/NCDENR/DWR
SEP 2 3 2021
Water Quality Regional
operations Section
Wlialington Regional Office

Mr. Dean Hunkele
Permit Modification
Front Street Village Phase II, Permit #WQ0035658
Town of Beaufort
Beaufort, Carteret County, North Carolina
Thank -you for your attention to this request at your earliest convenience.
If you have questions or need additional information, please give me a call.
Sincerely,
ARENDELL ENGINEERS
)James W. (Bill) Forman, Jr.,
esident
Attachments
CC: John Day, Manager, Town of Beaufort
Greg Meshaw, P.E., Town Engineer
Donovan Willis, Town of Beaufort Public Utilities Director
Bucky Oliver, Front Street Village LLC
September 21, 2021
Page 2 of 2

Front Street Village Phase IV
Beaufort, Carteret County, North Carolina
Fast Track Sewer Extension Application
September 21, 2021
proposed by:
Town of Beaufort
701 Front Street
Beaufort, NC 28516
prepared for:
Mr. Dean Hunkele
N. C. Division of Water Resources
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405
prepared by:
ARENDELL ENGINEERS
1004 Arendell Street
Morehead City, NC 28557
Phone: [phone]
NC Certification Number: C-1509
CA
SEAL
10733

DWR
'Division of Water Resources
Application Number:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Beaufort (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: Greg Meshaw per 15A NCAC 02T .0106(b)
Title: Town Engineer
4. Applicant's mailing address: 701 Front Street
City: Beaufort State: NC Zip: 28516-
5. Applicant's contact information:
Phone number: 252) 728-2141 EmaHAddress:g.meshaw@_beaufortne.org
IT. PROJECT
1. Project name: Front Street Village Phase IV
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Pemut/Project
If a modification, provide the existing permit number: W 0035658 and issued date: Febm 2017,
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:
3. County where project is located: Carteret
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.7120940 Longitude:-76.631369'
5. Parcel ID (if applicable): 731505187915000 731505187504000 (or Parcel ID to closest downstream sewer)
DI. CONSULTANT INFORMATION:
1. Professional Engineer: James W. Forman Jr, P.E. License Number: 10733
Firm: Arendell Engineers
Mailing address: 1004 Arendell Street
City: Morehead City State: NC Zip: 28557-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Beaufort W WTP Permit Number: NCO021831
Owner Name: Town of Beaufort
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. PermitNumber(s): W OOQ 35658
2. Downstream (Receiving) Sewer Information: 10 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00102
Owner Name(s): Town of Beaufort
FORM: FTA 06-21
Page 1 of 5
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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(i))
Daily Design Flow'"
No. of Units
Flow
See Attachted Table 1— Wastewater Flow
Estimates for Phase 4
360 gal/dwelling
34
12,240 GPD
gal/
GPD
gal/
GPD
gall
GPD
gal/
GPD
gal/
GPD
Total
12,240 GPD
a See 15A NCAC 02T .0114(b). (d), (e)(I) 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: 12�240 GPD (per 15A NCAC 02T .01141
➢ 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
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VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted: -efct), 6 ( /Z'j�2,PZ /
Size (inches)
Length (feet)
Material
8
554.0
PVC
8
457.5
PVC
8
739.73
PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Total number of pumps at the pump station:
3. Design flow of the pump station: _ millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01 C. 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 06-21 Page 3 of 5

IX, SETBACKS & SEPARATIONS— (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) & (al? ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum scoamtions that shall be provided for sewer systems:
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, W S-I waters of Class I or
Class B 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, take, 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 (a), see Section X.1 of this application
* 15A NCAC 02T.0305(al contains alternatives where separations in 02T.0305(fl cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications 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 LINO ❑ 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 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" []Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21
Page 4 of 5
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X. CERTIFICATIONS:
1. Does the submitted system comply with ISA NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version) and the GmVhV Sewer Mininnim Design Criteria (latest version) as applicable?
® Yes ❑ No
Uric, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
("DC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
2. Professional Engineer's Certification:
I, JR rw, r3 14)q ¢sine:-.) J,Q , attest that this application for,, .� 5}r•.-� V, l ha
(Professional Engineer's name from Application Mein 111.1.) ( ojecl Nm' r� ne from Application rem 11r
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 forthe Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain potions of this
submittal package, inclusion of these materials under my signature and seal signifies that 1 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 sotto 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
North Carolina Professional In ineci•'s se lure and date: ` ;TQ
2,Q yt2
s � SEAL
`> 90733
dip Al
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, Gregory K. Meshaw, PE attest that this application for Front Street Village Phase IV
(Signahre Atahori(yName from Application Item 1.3.) (Project Name from Application Item I L I)
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 pals 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 ina ediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division
of WaterResources 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 143-215.613, 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.
Signature: Date: September 21, 2021
FORM: FTA 06-21 Page 5 of 5
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FRONT STREET VILLAGE
WASTEWATER FLOW ESTIMATES
Revised February 18, 2020
By: James W. Forman, Jr., P.E. TABLET
AARENDELL
105 N.IOth Street, Suite 4
Morehead City, NC 28557
(252)6224338
N.C. Certification No. C-1509
ALLOCATED WASTEWATER FLOWS USED AS OF MARCH 24, 20211'I
PHASES 1 2, 3 A 4
Wastewater
Flows
Phasel
Pha5e2A
Phase2B
Phase2C
Phase2D
Phasa2E
Phase ]A
Phaseb
Profile
Wastewater Flows nr
Units
d
Total
Flows
Flaws
Flows
Flaws
Flows
Flows
Flows
Flows
Phase
Boat Storage 41
Dry Storage- 213 sips w/o bathhouse
10 gpda0p
213
10
2130
2130
Boar House-8 employees
25gpolemployeelshlR
8
25
200
200
Boat House
Convenience Store Wo men prep
250 gird l plumbing Oxlwe
9
250
225E
225E
Carriers Mellon -455 a.f.
50 gird 1100 at of Tore space
4.65
50
228
228
Meson Room 6 Covered! Perch -150 seats
Banner DiningHall -3D protest
150
30
4500
4500
Ph.
sel Total
Flaw tl
930B
Phase 2A
Pool - Paul users fmm inn counted in inn Tress. Users
from Manna Club ra
10 gpoloomen
20
t0
200
200
Marina Slips
20 Full Service Slips
1D gplasip w/o bathhouse
20
10
200
20D
ResldenNel units
t0DDA 2 OR Unit
12D gpd/bedmom
2
120
240
240
1000E 3 BR Unit
120 gprithad men
3
120
no
no
1001A 28R Unit
120 gpftedroorn
2
120
240
240
iO01B 3BR Unit
120 gpdrbedmom
3
120
no
no
i0lU BR Unit
120 gpd/bedmom
2
120
240
No
1007A 2BR Unit
120 gpdNedmom
2
120
240
240
1O07B 3BR Unit
120 floclarldialmn
3
120
no
350
Phase Ll Taal Flaw(gpd) 2,"0
ALLOCATED WASTEWATER FLOWS REMAINING TO BE USED 2.040
PHASES 20 2C.20 2E 3A AND4
Phase 28
Blslm
Meebngpose
e.f.
Multi PurBern
Bell 46 3.1
s.l.
n Room 32
Room 320s.L
ToaN
Tale!Meeting Spice 6201 s.f.
Sgpd/Pemon
620
5
380
00
Roprrs,4
120 gp1mmar/emplo
d
4D
4
OXlces-10 employees
25 gptl/tlaylemployee
10
25
250
250
250
250
Fund& Drink Faclliliea
Be, -55 seats
209a0ism
55
20
1.100
1,100
Restaurant -146 seals
40 poorest
146
40
5,840
5,84E
Employees-12
25 gpoldaylemployse
12
25
30D
300
Transportation 6 Welcome Center
Reception Area S warehouse-2 empl0yeeslshift
25 gpd/employee
2
25
50
50
Golf cad barn-2 employees
25 gpd/davemployee
2
25
50
50
Phase2B Total Flow(gpd) 11,170
Phase 2C
PESG
Romrs, 129
120 gpdfroom
129
120
15,48E
15.48E
Employees, Carewornshift -9 employees
25 riVernh eelahift
9
25
225
225
Phase 2C TOG! Flo.(gpd) 15,705
Phase 2D Mul ffamily -Deleted from Project
Phase 2D Total Flow(gpd) 0
Phase 2E
Residential units
4005A2-BRLaiI
In(did I Iram
0
42g
0
a
488583-DRllai1
I2c Up' r rlanem
0
42g
0
0
I2-grdlaedmem
0
420
0
0
iXril
920g rtl. raem
0
i2()
0
0
�l
inOrptrlklmn
0
420
0
0
409gB2-BR-81rr11
In grNeedmam
0
429
0
0
I2-Orephin-m
0
42g
0
0
I]r UPI .%mrF ere
0
429
0
0
Ingllridmmn
B
420
0
0
-
In Us/edrewn
0
i2B
0
0
9
420
B
a
Phase
2E Total Flow(gpd) 0
Phase 3A
Boat Storage
Phase 3-Cry stack-232 beats
10 g spin p w/o bath house
237
10
2320
2,379
Phase 3A Total Flow,(gpd) 2,370
Phase
Residential
BP I .,go top R Flat -I
RBits i bedream
9
420
D
9
Community Center
PebaC ro lrea
d25gpolNMwe
0
on
0
0
Residential-Sh ale Family
Single family 34-3 SR units
360 gpolunift
34
no
12,240
12.240
Phase 4 Toml Flow told) 12,240
PHASE TOTALS(gpd) Is
9,308
2,440
11,170
15,705
D
0
2,370
1224E
CUMMUL4TIVE PHASE T0TAL(gpd)l't
9,308
11,748
22,918
38,623
38,623
38,623
40,993
53233
8.159
PHASE TOTALS WITH 33% FLOW REDUCTION(ypd) to
6,204
1,627
7,446
10,469
0
0
1,580
COMM ULATIVE PHASE TOTAL W193%REDUCTION IL
6,204
7,831
16,277
25,746
25,746
25,748
27,326
35,485
TOTAL FLOW TO LIFT STATION Mt
9,609
TOTAL FLOW TO LIFT STATION p2
15,905
T0TAL FLOW TO LIFT STATION p3
31,255
PROJECT TOTAL (gpd)1ll
63,233
PROJECT T0TAL WITH 33% FLOW REDUCTION(gpd) la
35,488
tit Wastewater have, In accordance Win NCAC I Mot 14
m 33% Bow reduc0on achieved by use of Tow, reducing fixtures throughout the Project
m Used allocation defined as use for facilities constructed, under construction or facilities for Wool bulltling parrrils have been approved

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Beaufort
Project Name for which flow is being requested: Front Street Village Phase IV
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Town of Beaufort
b. WWTP Facility Permit #: WQ0021831
All flows are in MGD
c. WWTP facility's permitted flow 1.5
d. Estimated obligated flow not yet tributary to the WWTP 0.3263
e. WWTP facility's actual avg. flow 0.9018
f. Total flow for this specific request 0.01224
g. Total actual and obligated flows to the facility 1.2403
h. Percent of permitted flow used 82.7%
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:
Pump
Pump
Station
Station
Finn
(Name or
Permit
Capacity,
Number)
No.
MGD
LS 424
WQ0038273
0.3600
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Average
Approx.
Obligated,
Daily
Current
Not Yet
Total Current
Flow**
Avg. Daily
Tributary
Flow Plus
(Firm / pf),
Flow,
Daily Flow,
Obligated
Available
MGD
MGD
MGD
Flow
Capacity***
0.1440
0.0154
0.0581
0.0735
0.0705
LS #22 WQ0038273 0.4464 0.1786 0.0168 0.1071 0.1239 0.0546
x 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):
Downstream Permit Number:
Town of Beaufort
WQ0021831, WQ0038273
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Gregory K. Meshaw, 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 on 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 parry. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Town Engineer/Public Services Director
Title of Signing Of
Page 2 of 6
FTSE 10-18

Hunkele, Dean
From: Bill Forman <[e-mail]>
Sent: Tuesday, November 23, 2021 5:06 PM
To: Hunkele, Dean
Cc: [e-mail]; Bucky Oliver; [e-mail];
[e-mail]
Subject: RE: [External] Front Street Village Add -Info for WQ0035658
Attachments: 19138 Sewer Narrative Rev. 11.23.2021.pdf; rev sheets C6-10 11.23.2021.pdf; 19138
Sewer App pg 3 of 5 rev. 11.23.2021.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Dean,
We have revised the submittal for the Front Street Village Phase IV to include 8 inch PVC gravity lines throughout the
project. Sheet C6 through C10 are attached showing the revised gravity sewer system.
The Project Narrative and page 3 of 5 of the Application is also attached reflecting the pipe size revisions.
Please contact me if there is any additional information you need.
Thanks for your help and patience on this project.
We wish you and your family a Happy Thanksgivingill
Bill Forman
"Those who would give up essential Liberty to purchase a little lemporaq safety, deserve neither Liberty nor Safely"
Bet jamin Franklin
ARENDELL ENGINEERS
James W. (Bill) Forman, Jr., P.E.
President
"NOTE OUR NEW ADDRESS, SAME BUILDING DIFFERENT ENTRANCE"
1004 Arendell Street
Morehead City, NC 28557
Phone: [phone]
Fax: [phone]
Mobile: [phone]
Email: bill [e-mail]
Website: www.arendeliengineers.com
Confidentiality Notice: This e-mail communication and any attachments may contain confidential and privileged
information for the use of the designated recipients named above. If you are not the intended recipient, you are hereby
notified that you have received this communication in error and that any review, disclosure, dissemination, distribution
or copying of it or its contents is prohibited. If you have received this communication in error, please notify me
immediately by replying to this message and deleting it from your computer. Thank you.

From: Bill Forman [mailto:[e-mail]]
Sent: Thursday, October 14, 202112:18 PM
To:'Hunkele, Dean' <[e-mail]>
Cc: John J. Wade ([e-mail]) <[e-mail]>; 'Bucky Oliver' <[e-mail]>
Subject: RE: [External] Front Street Village Add -Info for WQ0035658
Dean,
Forgive me for not responding earlier regarding the high priority sewer question and use of 10 diameter gravity line
pipe. The purpose for use of the larger diameter is to minimize the depth of the pipe installation. We looked at the plan
again and decided to use 8 inch pipe. We are already deeper then we want to be so another 6 to 12 inches deeper does
not make much difference. 8 inch PVC pipe will be used throughout the project. We will send you revised plans
showing the revised gravity sewer.
Bill Forman
"Those who would give up essential Liberty to purchase a little temporary safeq{ deserve neither Liberty nor Safely"
Beniamin Franklin
ARENDELL ENGINEERS
James W. (Bill) Forman, Jr., P.E.
President
"NOTE OUR NEW ADDRESS, SAME BUILDING DIFFERENT ENTRANCE"
1004 Arendell Street
Morehead City, NC 28557
Phone: [phone]
Fax: [phone]
Mobile: [phone]
Email: [e-mail]
Website: www.arendellengineers.com
Confidentiality Notice: This e-mail communication and any attachments may contain confidential and privileged
information for the use of the designated recipients named above. If you are not the intended recipient, you are hereby
notified that you have received this communication in error and that any review, disclosure, dissemination, distribution
or copying of it or its contents is prohibited. If you have received this communication in error, please notify me
immediately by replying to this message and deleting it from your computer. Thank you.
From: Hunkele, Dean[mailto:[e-mail]
Sent: Wednesday, October 13, 2021 10:44 AM
To: 'Bill Forman' <[e-mail]>
Cc:'John Wade' <[e-mail]>; Day, John <j,[e-mail]>;'Donovan Willis'
<[e-mail]>; Meshaw, Greg <[e-mail]>; [e-mail];
sharonCo)arendellengineers.com
Subject: RE: [External] Front Street Village Add -Info for WQ0035658
Importance: High
Hey Bill,
Are you working on this? The application came up for review today in my queue and is now on hold pending the
submittal of the information.

FAST TRACK SEWER SYSTEM EXTENSION
FRONT STREET VILLAGE PHASE IV
BEAUFORT, CARTERET COUNTY, NORTH CAROLINA
PROJECT NARRATIVE
September 21, 2021
Revised November 23, 2021.
INTRODUCTION
Front Street Village sits on approximately 30.6 acres and is located along Lennoxville Road
within the Town of Beaufort's corporate limits and adjacent to Taylors Creek of the White Oak
River Basin. Phases 1, 2, and 3 of the project have been completed with the exception of the
proposed transportation and welcome center. Phase IV of the project includes the development
of 34 single-family residential lots with each home proposed to have three bedrooms. The
proposed sewer system will be 10" diameter PVC gravity pipe connecting to the existing sewer
system on the north side of Lennoxville Road.
FRONT STREET VILLAGE PHASE IV
Phase IV of the Front Street Village project consists of the development of thirty-four (34) single
family residential lots. Residential units will have three (3) bedrooms. Collection of wastewater
will be with 8" diameter PVC gravity sewer pipe. 554.0 of gravity sewer running serves 19 lots
on East Great Egret Way west of Runway Road at a slope of 0.40 towards the east. It has three
manholes (MH Al, A2, and A3), terminating at Manhole B1. 457.5' of gravity sewer serves 15
lots on East Great Egret Way east of Runway Road at a slope of 0.40% towards the west. It
has two manholes (MH A4 and A5) terminating at Manhole B1. The sewer network runs south of
131 at a slope of 0.44% for 739.3', serving an additional connection from the transportation
center building. In the future the transportation center's service line is expected to connect to
this line. This line has a total of four conventional manholes (B1, 82, B3, and 134), and a
doghouse manhole at the outfall (MH 135). None of the lines are high priority sewer- none of the
lines are aerial, none of the lines are siphons (1-15-1-17), none of the lines make contact with
surface waters (1-14), and there are no state classified streams within the property lines of the
Project Narrative Page 1 of 2
Fast Track Sewer System Extension September 21, 2021
Revised November 23, 2021

project. The sewer pipe will connect to the existing municipal gravity sewer line on the north side
of Lennoxville Road.
The total flows estimated for the project (based on 15A NCAC 02T.0114) are 12,240 gpd. The
breakdown of flows for the modified project is provided in the calculations Summary of Flows.
PROJECT DESIGN
Gravity Sewer: The project consists of a gravity sewer network that will be constructed to
serve the project plan (Sheets U4). The sanitary sewer network includes 1751 LF of schedule
40 8" diameter PVC pipe. New wet connections will be installed to serve each residence and
the transportation center (U8).
Downstream Sewer: The network terminates at a manhole at North Lennoxville Road which is
part of the Town of Beaufort municipal sewer system (Sheets 1-17). Flow Tracking for Sewer
Extension Applications was provided on September 21, 2021 by the Town of Beaufort, Public
Works Director, for an estimated flow of 12,240 gpd. A copy of that letter is attached to this
application. Lift stations #24 and 22 connect the project to the Town of Beaufort Waste Water
Treatment Plant. The downstream sewer is a 10 inch PVC gravity line on the North side of
Lennoxville Rd flowing to a lift station. No analysis of the downstream sewer is provided.
OPERATION AND MAINTENANCE
Maintenance of the gravity services and lines will be the responsibility of the Town of Beaufort.
Access Easement: A 20' access easement will be provided to the Town of Beaufort for
maintenance as shown on the plans.
Project Narrative Page 2 of 2
Fast Track Sewer System Extension September 21, 2021
Revised November 23, 2021