WQ0039779_Application (FTSE)_20200103

Permit Number W00039779
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, $ Pressure Sewer Extensions
Primary Reviewer
helen.perez
Coastal SWRule
Permitted Flow
5,000
Facility
Central Files: APS _ SWP
1 /8/2020
Permit Tracking Slip
Status
Project Type
In review
Major modification
Version
Permit Classiffcation
B
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Hampstead Station Outparcel B Private Pump Station Minor Wilmington
Location Address County
Pander
Owner
Owner Name
The Jaytees Properties III LLC
Dates/Events
Scheduled
Ong Issue App Received Draft Initiated Issuance
2/28/2018 1/3/2020
Regulated Activities
Facility Contact Affiliation
Owner Type
Nan -Government
Owner Affiliation
Jeff W. Turpin
105 Island Dr
Wrightsville Beach
Public Notice Issue Effective
Requested/Received Events

Michael C. Gallant PE, PA
Engineering / Consulting / Design
NC Firm C-1989, At Firm CA - 4338 —E
NC Reg. No.-15571, At Reg. No. - 31178
Dean Hunkele January 2, 2020
Senior Environmental Specialist
Surface Water Protection ECEIVE
NCDENR-DWQ, WiRO i
127 Cardinal Drive
Wilmington, NC 28403
f3Y:
Re: Hampstead Station Outparcel B Private Pump Station- WQ0039779
Dean,
Please find attached a fast track application package for the modification of the Hampstead
Station Outparcel B Private Pump Station. This package includes the application fee and two copies of:
• Two copies of application form FTA 04-16.
• Two copies of the FTSE for the project.
• Revised lift station calculations.
• The pump curve showing the operating point.
• The application fee of $480.
Please let the following serve as a brief narrative for the project:
The applicant wishes to expand the capacity of the existing station from 5,000 gpd to 11,000
gpd. This is in response to the discovery that the car wash (permitted separately) that is tributary to the
station is sending a substantial amount of flow to the station compared to the initial flow of 1500 gpd.
It has been discovered through water meter readings that the car wash (Caliber) located on the
adjacent outparcel is send on average 6,000 gpd to the station.
This increase in flow equates to a pumping rate of 25 gpm for the pumps in the station. The
existing pumps already are able to meet this demand. I have included the pump curve and the revised
calculations in this package.
Randy Hoffer of Pluris is aware of the situation and has been instrumental in determining the
revised flow rate. The modified capacity of 13,000 gpd should leave ample room for peak flows and
some minor expansion of the facilities on Outparcel B if needed in the future.
If you have any questions please feel free to call me at 910.448.1046.
Si erely,
Michae�nt PE
[e-mail]
tel [phone]
P.O. Box 4039
Surf City, NC 28445

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources 22 FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: Ujj� OV''11J (to be completed by DWR)
All items must be comnleted or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: The JayTees Properties III, 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: Jeff Turoin per 15A NCAC 02T .0106(b)
Title: Registered Agent
4. Applicant's mailing address: 105 Island Dr.
City: Wrightsville Beach State: NC Zip: 28480
5. Applicant's contact information:
Phone number: (Q14) 619-1M Email Address:
II. PROJECT INFORMATION:
1. Project name: Hampstead Station Ou arcel B Pfty it Rune `ita+iorn
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0039779 and issued date: 2/18/18
If new construction but part of a master plan, provide the existing permit number: W000
3. County where project is located: Pender
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.3653' Longitude:-77.7123'
5. Parcel ID (if applicable): 3282-86-5475-0000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Michael C. Gallant, PE License Number: 25572
Firm: Michael C. Gallant, PE, PA
Mailing address: PO Box 4039
City: Surf City State: NC
Phone number: [phone]
Zip: 28445-_
Email Address: gallantmcna,yahoo.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Pluris Hampstead WWTF Permit Number: W00037287
Owner Name: Pluris hampstead. LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W00037324 Downstream (Receiving) Sewer Size: 10 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Pluris Hampsetad, LLC
FORM: FTA 04-16
Page l of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Pro e�rty Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential 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 100 % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
"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 cony 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
Car Wash
6000 gal/1 Car Wash
1
6000 GPD
Already Allocated
gal/
5000 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
11,000 GPD
a See 15A NCAC 02T .0I 14(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: 6000 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
➢ 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 (Puma Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: LS 1
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.3653' Longitude:-77.7123'
3. Design flow of the pump station:.005 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 25 gallons per minute at 108 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)(I):
❑ Standby power source or pump with 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
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 .0305(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 3 of 5

EX.' 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) ❑ Yes [:]No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
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 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(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ 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) ® Yes ❑ No ❑ 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? ❑ Yes ❑ No ® N/A
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer PermittingBranch
ranch
5. 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 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 ❑ 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 4 of 5

X: CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents
2. Professional Engineer's Certification:
that this application for
(Professional Engineer's name from Application Item III. I.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215,6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation, er,,,,,,, e /
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification per 15A NCAC 02T .0106(b):
(v4L Q10.�
(Signature
name & title from Application Item 1.3.)
that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.66, 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: !/
FORM: FTA 04-16 Page 5 of 5

MP 3085 HT 3- 252
Seml-open mufti -channel Impellers with integral grinder cutter In single
volute casing for liquids containing solids and fibres.
317JIG
a xylem brand
Technical specification
Curves according to:
Water, pure 1100%],39.27,62.42 I6/fN, 1.6891E-5 fts/s
Ifl Iba4
1
13
1
lie
6g.
11
12
lop
95
0
0
71)
0
5
5
4
4
2
2
2 100.
1
I
t
0 5
10 15 20 25 30 05 IUS p.P.ml
awa:lso9906
Configuration
Motornumber Installdlontype
M3085.17235419.2AL-W P- Sam] permanent, Wet
4hp
Impellerdlameter Discharge diameter
160 mm 1 9115 Inch
Pump Information
Materials
Impellerdiameter
Impeller
160 mm
Grey cast iron
ehcharge diameter
Stator housing material
19/16Inch
Grey cast Iron
Inletdiameter
40 mm
Maximum operating speed
3415 rpm
Numberofblades
6
Project Created by
Last update
Block Created on
11/11/2019

M P 3085 HT 3— 252
Technical specification
Motor - General
FLYGT
a xylem brand
Motor number
Phases
Rated speed
Rated power
M3085.17215-09-2AL-W
3'
3415 rpm
4hp
4hp
Approval
Numberofpoles
Rated current
Statorwdant
No
2
10 A
12
frequency
Rated wltage
Insulation class
Type of Duty
60 Hz
230 V
H
51
Motor - Technical
Power factor-1/1 Load
Moto r efficiency - 1/1 Load
Total moment of lne nia
Starts per hour mos.
0.91
80.5%
0.0712 lb
30
Power factor-3/4 Load
Motor efficiency. 3/4 Load
Starting current, direct starting
0.98
82.5%
60A
Power factor-1/2 Load
Motor efficiency- 1/2 Load
Startingcurrent,stir-delta
0.81
82.5%
20A
Project
Created by
Last update
Block
Created on
11/11/2019

M P 3085 HT 3- 252
Performance curve 3F
Duty point a xylem brand
Fbw Mead
Curves according to: Water, pure[300%j,39.2'F,62.42 lb/f-,1.6891E-5 ft'/s
[RI
Kean
145
1u
1
12
im
11
ER.
11
105,
05
SO
0
0
75,
71)
6
5
5
4
411
Sfi
52 IN.
15
to
Pump Efficiency
10
14
1
1
0
5522
4
5218068M
2
NJ
Pw Input Pi 252 15owo(P1)
Shaft p ,P2 2WIN. (P2)
4.
3.
3.2
2.0
2.4
2.
18
0 2 4 6 0 t0 12 14 16 18 20 22 24 26 28 30 32 34 36 38 401US 9.y.m.l
Curve: ISO 3006
Project Created by Last update
Block Created on IV11/2019

MP 3085 HT 3- 252
Duty Analysis
IF IL GT
a xylem brand
Curves according to: Water, pure[100%],39.2'F,62.42 lb/R3,1.6891g-5 fe/s
(m
Head
14
14
13
13
12
12
11
Bt.
11
2200
105
10
95
9
85
8
75
7
65
6
55
5
45
4
3
3
25
52 160m
20
15
10
5
0 4 8 12 16 20 24 28 32 36 [US 9.p.1.1
Curia: ISO Baps
Operating characteristics
Pumps/Systems Now Head Shalt power Flow Head Shaft power Hydr.eH. Speck energy NPSHr
Project Created by Last update
Block Created on 11/11/2019

MP 3085 HT 3— 252
VFD Curve
FLVGT
a xylem brand
Curves according W: Water, pure[100%],39.2•F,62.92 lb/ft3,1.6891E-5W/s
[ft]
Head
14
14
13
13
12
12
115
Eff.
110
2200
10
10
95
9
85
80
75
7
65
6
55
5
45
4
35
3
25
52 160mm
2
15
10
5
["
Punp Efficiency
2CF
Overall Efficiency
16
12
8
5522 g
52 �6Sr m
q
[h
Pow er input Pi 2160mm(PI)
4.5
Shaft power P2 252160mm(102)
4.
3.5
3.
2
2.
i.
1.
0.5
0.
0 4 8 12 16 20 24 28 32 36 [US g.p.m.]
W,e: I50 v2os
protect Created by Untupdate t]
Block created on 11/11/2019

MP 3085 HT 3— 252
VFD Analysis
ELYGT
a xylem brand
Curves according to: water. ure rioa%i,39.2-F 62.421b
ft' 1.6893E-5 fta s
IN
Flead
145
14
13
13
Us
12
11
Eff.
1
220.
105
10
95
9
85
8
75
7
65
6
55
5
45
40
35
3
25
52 160rrm
20
15
1
0 4 8
12 16 20 24
28
32
36 [US g.p.m)
Cu'.: Iso 9soa
Operating Characteristics
Pumps/Systems Frequency Flow
Head Shaft power Flow Head
SheN power
HOWL
Specificenergy NPSHr
Project
Created by
last update
Block
Created on 11/11/2019

MP 3085 HT 3— 252
Dimensional drawing
FLYGT
a xylem brand
192 --
FEF.uM 1 (roamtEsrpaNr)
t
o t°h
1
FEF.uhE e
_ 3 Z
I
34° GUMBMS
I
2-11 NI
v MNlEYE1
rz
3
9_
REF.UW 114
x
� �q saT 12(4�4
d
VIEW C1 Z ❑ �' K la
q
dN4151CNTOF1"ff(IdOE BARS � i6
�tBBOd dVy °"IW .— W—147201
D�Gz N'f 5354700 9
Project Created by Ust update
Block Created on 11/11/2019

State of North Carolina
Department of Environmental Quality
Division of Water Resources
IDivtelou of Mit,., Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: The Jaytees Properties III , LLC
Project Name for which flow is being requested: Hampstead Station
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,/low.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Pluris Hampstead, LLC
b. WWTP Facility Permit#: WO0037287
All flows are in MGD
c. WWTP facility's permitted flow 0.250
d. Estimated obligated flow not yet tributary to the WWTP 0.100
e. WWTP facility's actual avg. flow 0.040
f. Total flow for this specific request 0.006000
g. Total actual and obligated flows to the facility 0.151000
h. Percent of permitted flow used 60%
11. 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 / 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.
Downstream Facility Name (Sewer): Pluris Hampstead, LLC
Downstream Permit Number: WQ0037324
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Randy Hoffer, Regional Manager 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.
ra
Page 2 of 6
PTSE 04-16

1/15/2020
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
TheJayTees Properties III, LLC
Information
Sosld: 1545280
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 9/22/2016
Registered Agent: Turpin, Jeffery Wayne, SR
Addresses
Mailing
105 Island Drive
Principal Office
105 Island Drive
Wrightsville Beach, NC 28480-1922 Wrightsville Beach, NC 28480-1922
Reg Office Reg Mailing
105 Island Drive 105 Island Drive
Wrightsville Beach, NC 28480-1922 Wrightsville Beach, NC 28480-1922
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Managing Member
Jeffery W Trupin , SR
105 Island Drive
wrightsville Beach NC 28480
https://w .sosnc.gov/online_services/search/Business_Registration_Results 1/1