WQ0035658_Application (FTSE)_20190523

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Central Files: APS SW,) xj
4/17/2019^}
Permit Number WQ0035658
n x
Permit Tracking Slip' �
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Program Category
Status Project Type a4
Non -discharge
In review Major modification =
Permit Type
y
Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
E Individual ' - a a
Primary Reviewer
Permit Contact Affiliation }
dean.hunkele
Coastal SWRule
Permitted Flow
31,370
Facill ty
Facility Name
(Major/Minor Region
Front Street Village Sewer
Minor Wilmington
Location Address
County
Carteret
Facility Contact Affiliation
Owner
Owner Name Owner Type
Town .of Beaufort Government - Municipal
Owner Affiliation
Richard L. Stanley
PO Box 390
'Dates/Events Beaufort NC 28516039

April 12, 2019
Mr. Dean Hunkele
N. C. Division of Water Resources
Water Quality Section
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
ARENDELL
NGINEERS
3=1, CIVIL • COASTAL • ENVIRONMENTAL
105 North 10t" Street
Morehead City, North Carolina 28557
[phone]
N. C. Certification No. C-1509
R'Ez'-,VE!,�J! V
v U.-I
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.3/iN C D
A P R "'
I , 61 2019
Re: Permit Modification
Front Street Village Phase II, Permit #wQ0035658, issued 2/17/2017 (15072)
Beaufort, Carteret County, North Carolina
Dear Mr. Hunkele:
On behalf of the Town of Beaufort, we respectfully submit the enclosed documents in support of a
modification to the referenced permit. The permit modification is facilitated by the following changes to
the project:
• Revise flow allocations for facilities to be completed in June 2019.
• Those changes include moving activities from the Inn to the Bistro facility, adding a restaurant,
bar, meeting facilities, administrative functions, and 4 bridal suites to the Bistro.
• Eliminating Phase 2D, multi -family development from future development. Overall, the total
flow from development elements that are either completed or will be completed and operational
in 2019, phases 1, 2A, 2B, 2C, and 3A, is 41,773 GPD (see Table 1). All of this flow will be
conveyed by lift stations # 1, #2 and #3 as previously permitted prior to the modification for
permitting of temporary facilities.
• Changing the outfall point for the 4 inch force main from lift station #3.
The following documents are attached:
• Fast Track Sewer Extension Application with attachments, Form FTA 16-04, completed and
executed by the Town Manger and Engineer.
• Check in the amount of $480 payable to NCDEQ.
• Form FTA 10-18, Flow Tracking for Sewer Extension Applications as executed by Town of
Beaufort on 1/11/2016. This flow tracking allocates 52,600 GPD to flows form Front Street
Village. This allocation is based on 67% of the .0114 flows accounting for use of low flow
fixtures throughout the development. The equivalent flow at 100 percent of the .0114 flows is
78,500 GPD.
• Plan/profile drawings U6 and U7 showing the revised force main outfall from lift station #3 to a
manhole adjacent to Chadwick Road.

Mr. Dean Hunkele April 12, 2019
Permit Modification Page 2 of 2
Front Street Village Phase H, Permit #WQ0035658, issued 2/17/2017 (15072)
Beaufort, Carteret County, North Carolina
• Online Manning Pipe Flow calculator checking that the 8 inch diameter gravity line from
manhole in Beaufort East Village system will convey 179 GPD from Lift station #3 at 50 percent
full
There are no sewer collection or lift station changes included in this modification.
You attention to this request for modification is appreciated.
If you have questions or need additional information, please give me a call.
Thank -you for your* help on this project.
Sincerely,
ARENDELL ENGINEERS
(;
James W. (Bill) Forman, ., P.E.
President ��/Z�/41
Attachments
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CC: John Day, Manager, Town of Beaufort
Donovan Willis, Town of Beaufort Public Works
Bucky Oliver, Front Street Village LLC

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & 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: Town of Beaufort (company, municipality, HOA, utility, etc.)
2. Applicant type: El Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: John Day per 15A NCAC 02T .0106(b)
Title: Town Manager
4. Applicant's mailing address: 701 Front Street
City: Beaufort State: NC Zip: 28516-2229
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail].
II. PROJECT INFORMATION:
1. Project name.: Front Street Village - Phase 2 Sewer
2. Application/Project status: EJ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0035658 and issued date: October 2016�
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Carteret
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.70972' Longitude:-76.63029'
5. Parcel ID (if applicable): 731505179755000, 731505185229000, 731505270912000, 731505270620000, 731505272649000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: James W. Forman, Jr., P.. License Number: 10733
Firm: Arendell Engineers_
Mailing address: 1004 Arendell St.
City: Morehead City State: NC Zip: 28557-3847
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Beaufort WWTP Permit Number: NCO021831
Owner Name: Town of Beaufort
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ003 8273 Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 04-16 Page 1 of 5

M
GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No EN/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement FORM: Dbeen attached?
❑ Yes []No EN/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No EN/A
4. Origin of wastewater: (check all that apply):
Residential Owned ❑Retail (stores, centers, malls) El Car Wash
Residential Leased El Retail with food preparation/service E Hotel and/or Motels
❑ School /preschool /day care El Medical /dental /veterinary facilities ❑Swimming Pool /Clubhouse
El Food and drink facilities ❑Church Swimming Pool/Filter Backwash
Businesses /offices /factories ❑Nursing Home ❑Other (Explain in Attachment)
5. Nature of wastewater: 7.6 % Domestic/Commercial 92.4 % Commercial
% Industrial (See 15A NCAC 02T .0103 (20))
Is there a Pretreatment Program in effect? ❑ Yes E 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
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
See Attached TABLE 1 - Wastewater Flow
Estimates through phases 1, 2A, 2B, 2C&
3A
gal/
32,265 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
32,265 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: 32,265 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 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
0
1404.9
PVC
10
108.4
DIP
8
173.7
PVC
6
75.7
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 requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: SEE ATTACHED TABLE 2 ?5_� 3
2. Approximate Coordinates (Decimal Degrees): Latitude: 0Longitude: - °
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at 39 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
E Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .03 05(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
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .03 05 (h)(1)(C)
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
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
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 4 of 5

FRONT STREET VILAGE - PHASE 2 SEWER COLLECTION SYSTEM
MODIFICATION TO PERMIT # WQ0035658
April 10, 2019
TABLE 2
VIII. (11 213, 4)
PUMP STATION DESIGN CRITERIA
Pump Station#
Lat
Long
(MGD)
Operational Point
1
34.71003
76.63132
91333
45 gpm @ 28'
2
34.72411
76.62946
15,705
57 gpm @ 34'
3
34.7113
76.63234
591990
170 gpm @ 39'
VIII. (5)
Force Main Summary
Pump Station#
Size (in.)
Length (ft.)
Material
1
2
502
PVC
2
2
215
PVC
3
4
1390
PVC
Revised 4.10.2019
Pump
Myers WG20
Myes WG20
Flygt 3085-135
HP
2
2
4

FRONT STREET VILLAGE
WASTEWATER FLOW ESTIMATES
Revised April 8, 2019
By: James W. Forman, Jr., P.E. TABLE 1
ARENDELL.
105 N. 10th Street, Suite 4
Morehead City, NC 28557
[phone]
ALLOCATED WASTEWATER FLOWS USED AS OF SEPT 6, 2013131
PHASES 1, AND 2
Wastewater
Flows
Phase 1
Phase 2A
Phase 2B
Phase 2C
Phase 2D
Phase 2E
Phase 3A
Phase 4
Facility
Wastewater `=lows
Units
gpd
Total
Flows
Flows
Flows
Flows
Flows
Flows
Flows
Flows
Phase 1
Boat Storage #1
Dry Storage - 213 slips w/o bathhouse
10 gpd/slip
213
10
2130
2130
Boat House - 8 employees
25 gpd/employee/shift
8
25
200
200
Boat House
Convenience Store w/o food prep
250 gpd / plumbing fixture
9
250
2250
2250
Caterers Kitchen - 455 s.f.
50 gpd / 100 s.f of floor space
4.55
50
228
228
Meeting Room & Covered Porch - 150 seats
Banquet Dining Hall - 30 al/seat
150
30
4500
Phase
1 Total
Flow(gpd)
9, 08
Phase 2A
Pool - Pool users from Inn counted in Inn flows, Users
from Marina Club (2)
10 gpd/person
20
10
200
200
Marina Slips
20 Full Service Slips
10 gpd/slip w/o bathhouse
20
10
200
200
Residential units
1000A 2 BR Unit
120 gpd/bedroom
2
120
240
1000B 3 BR Unit
120 gpd/bedroom
3
120
360
360
1001A 2BR Unit
120 gpd/bedroom
2
120
240
240
>
1001B 3BR Unit
120 gpd/bedroom
3
120
360
360
Yv
1002A 2BR Unit
120 gpd/bedroom
2
120
240
240
1007A 2BR Unit
120 gpd/bedroom
2
120
240
240
1007E 3BR Unit
120gpd/bedroom
1 3
120
L 360
360
Phase 2A Total Flow (gpd) 446
ALLOCATED WASTEWATER FLOWS REMAINING TO BE USED 2,040
PHASES 213, 2C, 2D, 2E, 3A AND 4
Phase 2B
Bistro
Meeting space
Multi Purpose 1208 s.f.
Ball Room 4673 s.f.
Board Room 320 s.f.
Total Meeting Space 6201 s.f.
5gpd/person
620
5
3,100
3,100
Rooms, 4
120 gpd/room
4
120
480
480
Offices -10 employees
25 gpd/day/employee
10
25
250
250
I Food & Drink Facilities
Bar- 55 seats
20 gal/seat
55
20
1,100
1,100
Restaurant - 146 seats
40 gal/seat
146
40
5,840
5,840
Employees -12 I
I
25 gpd/day/employee
12
25
300
300
(Transportation & Welcome Center
Reception Area & warehouse - 2 employees/shift
25 gpd/employee
4
25
100
100
-
Golf cart barn - 2 employees
25 gpd/day/employee
2
25
50
50
I
Phase 213 Total Flow
(gpd) 1,220
Phase 2C
IGuest Wing
Rooms, 129
120 gpd/room
129
120
15,480
480
Employees, maximum shift- 9 employees
25 gal/employee/shift
9
25
225
225
- -
Phase 2C Total Flow (gpd) 15,705
Phase 2D Multi -Family - Deleted from Project
Phase 2D Total Flow (gpd) 0
Phase 2E
Residential units
1005A 2 BR Unit
120 gpd/bedroom
2
120
240
240
1005B 3 BR Unit
120 gpd/bedroom
3
120
360
360
11007A 2 BR Unit
120 gpd/bedroom
2
120
240
240
1 1007B 3 BR Unit
120 gpd/bedroom
3
120
360
360
1009A 2 BR Unit
120 gpd/bedroom
2
120
240
240
1009B 3 BR Unit
120 gpd/bedroom
3
120
360
360
1011A 2 BR Unit
120 gpd/bedroom
2
120
240
240
i 1011 B 3 BR Unit
120 gpd/bedroom
3
120
360
360
11032 2BR Unit
120 gpd/bedroom
2
120
240
240
1034A 2BR Unit
120 gpd/bedroom
2
120
240
240
1034B 3 BR Unit
120gpd/bedroom
3
120
360
360
Phase 2E Total Flow (gpd)
Phase 3A
Boat Storage
Phase 3 - Da stack - 310 boats
10 pd/slip w/o bathhouse
310
10
3,100
3,100
Phase 3A Totai Flow (gpd) �10
Phase 4
Residential
82 1,600 SF 2 BR units
120 gpd/bedroom
164
120
19,680
19,680
iCommunity Center
Public Bathrooms
325 gpd/fixture
8
325
I 2,600
I
2,600
Residential - Single Farnily
Single famil 11-3 BR units
360 gpd1bedroorn
33
120
3,960
3,960
Phase 4 Total Flow (gpd)
PHASE TOTALS (gpd)
9,308
2,440
11,220
15,706
0
0
3,100
0
CUMMUL.ATIVE PHASE TOTAL (gpd)(')
9,308
11,748
22,968
38,673
38,673
38,673
41,773
41,773
0
PHASE TOTALS WITH 33% FLOW REDUCTION (gpd) IZ)
6,204
1,627
7,479
10,469
0
0
2,066
CUMMULATIVE PHASE TOTAL W/33% REDUCTION (Zl
6,204
7,831
15,310
25,779
26,779
25,779
27,846
27,846
TOTAL FLOW TO LIFT' STATION #1
9,508
TOTAL FLOW TO LIFT STATION ##2
15,90'S
TOTAL FLOW TO L1F'7 STATION ?#3
32,065
PROJECT TOTAL (gpd)(')
PROJECT i OTAL WI'H 33% FLOW REDUCTION (gpd) 1�1
41,773 .
27,848
"00,
VVa5&Wa1di- TIUwS ill dL:(:UTUaH(X WILVI NU/AU 1 UH UG I .U-1 14
i`i 33% low reduction achieved by use of flow reducing fixtures throughout the project
(3) Used allocation defined as use for facilities constructed, under construction or facilities for which building permits have been approved
ski R50 8) gad
3�J� I b3�D �pd x'3Z 1450�g4b

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & (g)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
El Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
"Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
"Waters Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
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
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305( cannot be achieved.
➢ "Stream Stream classifications can be identified using the Division's NC Surface Water Classifications webpa�__e
➢ If noncompliance with 02T.0305(f) or (�g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) E Yes [:]No El N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? [:1 Yes [:] No Z N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or El Yes E No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 &Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? Z Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are 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.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ❑ No Z N/A
➢ 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 permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 5 of 5

X CERTIFICATIONS:
1. Does the submitted system comply Nvitb I 5,A NCAC 02T, the Minimum Design Criteria for the Permlaffig of Pump Stations
and Force Mains .f latest versign). and the Sewer Minimum Design Criteria (latest version as applicable?
0 Yes [I No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. AvT)roval of the.-regutst is reguired prior to submittal of the Fast Track Application and supporting documents,
2. Professional Engineer's Certification:
I,� attest that this application for
' (Professional Englineefs name from Application Item 111. 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, Gravity Sewcr
Minfinum 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 sea] signifies that I have reviewed this material and
have `udged at to'beconsisten
J t 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 penal -ties up to $25,000 per violation.
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
North Carolina Professional Engineer's seal, A oat re, and date.' 4,4.,two 090 It too
CAR
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ti sp4a►4080J, 0
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10733
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...........
3.
Applicant's Certification per 15A NCAC 02T.0106(b),,
AJ �__AAL4_400-,�A 4AZ Az —attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
has been reviewed by me and is accurate wid 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 supportuig documentation and attachments are not included, this
application package is subject to behig returned as Mcomplae. I understand that any discharge of wastewater from this non -
discharge system to surface, waters or the land will result in an inu-nediate enforcement action that may include civil penalties,
injunctive vi leS7
MJunctive relief, and/or C11MInal prosecution. I will -inake no claim against the Division of Water Resources . should a condition
of this pe.r.rult 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-'?15.6A and l4`-')l5.6B,, any person who knowingly makes any false
g
statement, representation, or certification in any application package shall be guilty of a Class 2.niisdemcanor - which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: 4__1 Date.- 2
FORM: FTA 04-16 Pacye 6 of 5
t:,_

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Town of Beaufort
Project Name for which flow is being requested: Beau Coast Phase 1
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: Beaufort WWTP
.......... .
b. WWTP Facility Permit ##: NCO021831
All f tows are in MGD
c. WWTP facility's permitted flow 1.50
........ ..
d. Estimated obligated flow not yet tributary to the WWTP 0.049560
e. WWTP facility's actual avg. flow 0.6665
f. Total flow for this specific request 0.0526
g. Total actual and obligated flows to the facility 0.76866
h. Percent of permitted flow used 51.24
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B)
(C)
(D)=(B+C) (E)—(A-D)
Design
Obligated,
Pump
Average Daily
Approx.
Not Yet
Total Current
Station
Firm Flow**
Current Avg.
Tributary
Flow Plus
(Name or
Capacity,* (Firm I pf),
Daily Flow,
Daily Flow,
Obligated Available
Number)
MGD MGD
MGD
MGD
Flow Capacity* * *
* 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 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.
Page 1 of 6
FTSE 08-13

III. Certification Statement:
I Charles Burgess, Jr. 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 indicates acceptance of this wastewater flow.
Signing Official Sid
Date
Page 2 of 6
FTSE 08-13

FRONT STREET VILLAGE
WASTEWATER FLOW ESTIMATES
July 19, 2015
By: Arendell Engineers, Morehead City, NC
Facility
Wastewater Flows (1)
Units
Wastewater Flows
GPD Total
PHASE 1
Boat Storage
Dry Storage - 214 slips w/o bath house
10 gpd/slip w/o bathhouse
214
10
27140
Boat House - 5 employees
25 gpd/employee/shift
5
25
125
Boat House
Convenience Stoor w/o food prep
250 gpd/plumbing fixture
9
250
2,250
Owner's Office - 5 employees
25 gpd/employee/shift
4
25
100
Caterers Kitchen - 455 s.f.
50 gal/100 sq ft floor space
4.55
50
228
Meeting Room & Civered Porch -150 seats
Institutional Dining Hall - 30 gal/seat
150
30
4,500
Subtotal Phase 1
9,343 gpd
PHASE 2A
Pool
Pool users from Inn counted in Inn flow
Pool users from Marina Club 10 gpd/person 20 10 200
Marina Slips
20 Full Service Slips
10 gpd/slip w/o bath house
20
10
200
Reaidental Units
Unit A - 2 DU @ 2 BR (constructed)
80 gpd/bedroom
4
80
320
Unit B - 2 DU @ 2 BR (constructed)
80 gpd/bedroom
4
80
320
Unit C -1 DU @ 2 BR (constructed)
80 gpd/bedroom
2
80
160
Unit D - 2 DU @ 2 BR (constructed)
80 gpd/bedroom
4
80
320
Subtotal Phase 2A 1,520 gpd
PHASE 2B
Bistro
Meeting space, 4400 s.f. - 440 persons
5 gpd/person
440
5
27200
Rooms, 2
80 gpd/bedroom
2
80
160
Offices - 20 employees
25 gpd/employee/shift
20
25
500
Tranportation & Welcome Center
Reception Area & warehouse - 2 employees
25 gpd/employee/shift
4
25
100
Golf cart barn - 2 employees
25 gpd/employee/shift
2
25
50
Offices - 20 employees
25 gpd/employee/shift
20
25
500
Subtotal Phase 2B 3,510 gpd

FRONT STREET VILLAGE
WASTEWATER FLOW ESTIMATES
July 19, 2015
By: Arendell Engineers, Morehead City, NC
Facility
Wastewater Flows
Wastewater Flows (1) Units GPD Total
Phase 2C
Guest Wing
Rooms,126
80 gpd/room w/o in room cooking facilities
126 80
10,080
Employees, maximum shift - 20 employees
25 gpd/employee/shift
20 25
500
Subtotal Phase 2C
10,580 gpd
Phase 2D
Reaidental Units
Unit F - 6 DU @ 3 BR
80 gpd/bedroom
18 80
1,440
6 DU @ 1 BR
80 gpd/bedroom
6 80
480
Unit G - 6 DU @ 1 BR
80 gpd/bedroom
6 80
480
Unit H - 6 DU @ 2 BR
80 gpd/bedroom
12 80
960
Unit J - 2 DU @ 3 BR
80 gpd/bedroom
6 80
480
Subtotal Phase 21)
3,840 gpd
Phase 2E
Reaidental Units
Unit C- 2 DU @ 2 BR 80 gpd/bed room 4 80 320
Unit D - 4 DU @ 2 BR 80 gpd/bedroom 8 80 640
Unit K - 2 DU @ 3 BR 80 gpd/bedroom 6 80 480
Subtotal Phase 2E 1,440 gpd
Phase 3A
Boat Storage
Phase 3 - Dry Stack - 300 boats 10 gpd/slip w/o bath house 300 10 37000
Subtotal Phase 3A 3,000 gpd
Phase 4
Reaidental Units
82 -1,600 s.f. 2 BR units 80 gpd/bedroom 164 80 131120
Community Center
Public Bathrooms 325 gpd/fixture 8 325 2,600
Residental - Single Family
Single Family -113 BR units 120 gpd/bedroom 33 120 31960
Subtotal Phase 4 19,680 gpd
Total Estimated Wastewater Flow 52,913 gpd
Wastewater Flows in accordance with NCAC 15A 02T .0114

WASTEWATER FLOW ESTIMATES
Beau Coast Phase 1 PS
2080976.10
250 gpm Pump Station, 6-inch Force Main and Front Street Village Flow with Discharge to Beaufort WWTP
WithersRavenel, inc.
September 23, 2016
Discharge Facility
Design Units
Flow per Unit
(gpd)
Number of
Units
Total Flow
(gpd)
Phase 1 Dwellings (Assume 3 bedrooms)
per dwelling
360
196
70,560.00
Current Flow
0.00
0.00
FRONT STREET VILLAGE WASTEWATER FLOW ESTIMATE
52,91250
52,912.50
Average flow (gpd)
123,472.50
Average flow (gpm)
85.74
Design peaking factor
2.50
Peak flow (gpd)
308,681.25
Total flow (gpm)
214.36
38-0970\080976.10-Beau Coast - Ph 1\H-H\Pump Station Design\160923 Pump Station 6-inch FM WWTP Discharge add Flow 8-foot ww

Hunkele, Dean
From: Bill Forman <[e-mail]>
Sent: Monday, May 13, 2019 5:29 PM
To: Hunkele, Dean
Subject: RE: [External] Front Street Village Sewer permit Modification for WQ0035658
Dean,,
We are trying to operate within the rules. But it is not realistic to wait to reduce the length of a force main until the
state issues a permit if the original force main was permitted under the fast track process. That is the only hardware
modification in the permit modification request. The rest of it is paper changes including changes to the flow allocations
associated with the Bistro building. The lift station and force main is in and ready to operate. it cannot be operated
until it is certified. So we are sending the certification. The temporary improvements cannot be deactivated until the
lift station #3 and force main are certified and operational. The hotel, which drains to lift station #2, is operational and
pumping wastewater through the temporary force main to lift station #1.
Once you issue the permit modification, we will send the final certification which will cover the permit modifications and
deactivation of the temporary facilities.
By my count, you have had the modification request for 27 days. I sent the paperwork to you on April 12"' and followed
it with a check that was supposed to be delivered on April 16. It's all on your shoulders now. Sorry about that. Let me
know if there is anything you need to complete you review and approval. The schedule is to the point now that, if you
need something, I will bring it to you in person.
I can not disagree with you on the bad planning comment. That is the history of this project, of most projects,, I regret to
say. But it is our job to get it done. So here we are knocking on your door loudly!H
Thanks for anything you can do to help get this over with.
�ME
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 @ rendellengineers.com
Website.- www.arendellen ineers.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: Monday, May 13, 2019 4:59 PM
To: Bill Forman <[e-mail]>
Cc: John Day <[e-mail]>; 'Bucky Oliver' <[e-mail]>; Tommy Simpson
<[e-mail]>; Greg Meshaw <[e-mail]>; Donovan Willis
<[e-mail]>; 'John Wade' <john@a rendellengineers.com>
Subject: RE: [External] Front Street Village Sewer permit Modification for WQ0035658
Importance: High
Not sure I any clear or not, but I hope you are not trying to certify anything new I have yet to approve as it wouldn't be
applicable and not supposed to be built till permit issued. Sarre goes for the Bistro, if flow wasn't allocated for it in any
manner on the previous permit then can't be served till I get it issued.
I will get to this one as soon as I can but unfortunately everyone thinks their project is more important than the next
guys. I do not have the authority to move projects up in the queue and wouldn't be supportive of doing so due to bad
planning and project oversight which this one has seen its share since the beginning.
Depending on how the week goes, I may get to more permits and could possibly get to this one by early -middle of next
week. I have only had this request for 20 business days and generally nay rninirrium always runs at least 15 and as high
as 40 days. I did have a planned inspection for most of tomorrow get canceled so my week has freed up some which will
help clear some of ray queue.
Dean Hunkele
Environmental Specialist II
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
910.796.7215 Reception Desk
910.796.7380 Direct
910.350.2004 Fax
Dean.Hunl<[e-mail]
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
http://deg.nc.gov/contact/regional-offices/wilmington
mc7i correspondence to and r m this address is subject to the North Carolina Public Records Low and may be discifosed to third
parties
The goal of the Fast Track sewer permit program is to issue a permit in no more than 30 business days from receipt of a complete application and if
no additional information has to be requested upon full review. Please use the Department's Permit Application Tracker to determine the official
application receipt date to allow you to estimate a date for issuance and find the reviewer's name. Once issued, the record stays on the site for 30
days.
For previously issued sewer permit info or to check on sewer certification receipt status, please use the Division's Sewer Extension Permit
Tracker. Using the Issue Date on top of the Engineer Certification Form is best way to ensure getting what you want especially for multi -version
permits; using today's date only gives info on the latest permit version. Confirmation using this method will replace letters and emails, it is
recommended that confirmation be printed and/or saved.
.inks to both trackers can be found on the sewer permitting site here: https://deg.nc.gov/about/divisions/water-resourcesfwater-resources-
permits/peres/collection-systems-permits

subscribe to Collection System Updates listserve to receive automatic alerts for changes to applications, policies, regulations, etc.
From: Bill Forman [[e-mail]]
Sent: Monday, May 13, 2019 4:34 PM
To: Hunkele, Dean <dean.hunkele,[e-mail]>
Cc: John Day <j. a 'ay _@beaufortnc.o,rg>; 'Bucky Oliver' <b­[e-mail]>; Tommy Simpson
<Tom my@f ro ntstreetvi I lage.com>; Greg M es haw <g..rneshaw CED ea.ufoftnc.org>; Donovan Willis
<D.WiIl`[e-mail]>; 'John Wade'<iohn@ rendellengineers.corn>
Subject: RE: [External] Front Street Village Sewer permit Modification for WQ0035658
That's good because a certification for the force main length revised by the modification is coming your way as soon as
the Town Manager signs it.
The final certification should be forthcoming in the next few days. It will include deactivation of the temporary lift
station and force mains and put everything in order as it was originally designed and permitted. That will clear the way
to get a CO for the Bistro Building at the waterfront. The opening date for the facility is June 1, 2019. Please help us
meet that deadline by acting on these items in the next few days.
Contact me if you have any questions.
Thanks for your cooperation and help to get this project completely operational.
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@ rendeliengineers.com
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: Hunkelel Dean [mailto:[e-mail]]
Sent: Monday, May 13, 2019 4:23 PM
To: Bill Forman <bill @arendeJ,lengineers.com>