WQ0030515_Application (FTSE)_20191008

Permit Number WQ0030515
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRuIe
Permitted Flow
16,800
Facility
Facility Name
Charleston Place Apts Private Pump Station & Sewer
Location Address
Owner
Central Files: APS _ SWP _
8/3012019
Permit Tracking Slip
Status
Project Type
In review
Major modification
Version
Permit Classification
B
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Onslow
Facility Contact Affiliation
Owner Name Owner Type
Charleston Place LLC Non -Government
Owner Affiliation
John A. Psilos
106 Cojack Ln
DateslEvents Wilmington NC 28409
Scheduled
Ong Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
8/11/2006 8/29/2019
Regulated Activities Requested /Received Events
Apartment complex Additional information requested
Wastewater collection
39586
'PARKER & ASSOCIATES, INC.

PARKER & RE�EIVCG/it1C11EldR/Di�R
(ATk
ENGINEERS • SURVEYORS • PLANNERS
NORTH AUG 2 s 2019
Water Quality Regional
Operations Section
Wilmington Regional Office
August 26, 2019
Mr. Dean Hunkele
NCDEQ - DWR
Water Quality Regional Operations Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RE: Charleston Place
Jacksonville, NC
Ownership Transfer
& Modification
WQ0030515
Dear Mr. Hunkele,
Please find enclosed the following items related to the Pump Station Sewer System
Ownership Transfer and Modification/Fast Track Extension for the above referenced project:
1. One (1) Executed PNOCF 01-16 Form
2. One (1) Copy of the Deed (Book 4512, Page 978)
3. One (1) Check No. 39586 in the amount of $480.00 for the Application Fee
4. One (1) Executed FTA 04-16 Form & Application
5. One (1) Copy of NC Secretary of State business registrations for SRC Charleston
Place, LLC and Charleston Place, LLC
6. One (1) Executed FTSE 10-18 Form
Sincerely,
PARKER & ASSOCIATES, INC.
Justin J. Cosgrove, PE
xc: Mr. Jeff Ledford — Southwood Realty
CF (P), LAM
JJC/djh
\Projects\EngineeringVJC\Charleston Park PS Transfer\
306 New Bridge Street I P.O. Box 976 I Jacksonville, NC 28541-0976 I [phone]
Firm License Number F-0108I www.parkerjacksonville.com

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
ETA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
(to be completed by DWR)
All items must be completed or the application will be returned
L APPLICANT INFORMATION:
1. Applicant's name: SRC Charleston Place. 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: Herman E. Ratchford, Jr. per 15A NCAC 02T .0106(b)
Title: Manager / President
4. Applicant's mailing address: SRC Charleston Place. LLC c/o Southwood Realty Company, Attn: William Ratchford
P.O. Box 280
City: Gastonia State: NC Zip: 28053
5. Applicant's contact information:
Phone number: (704)1169-6024 Email Address: herman.ratchfordgsouthwoodrealtv.com
11. PROJECT INFORMATION:
1. Project name: Charleston Place Private Pump Station & Sewer Wastewater Collection System Extension
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project /
If a modification, provide the existing permit number: WQ0030515 and issued date: August 11, 2006 V cev�
If new construction but part of a master plan, provide the existing permit number: W000 n �,6-09
3. County where project is located: Onslow 1
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.788706' Longitude:-77.393828°
5. Parcel ID (if applicable): 061737
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Justin J. Cosgrove License Number: 037854
Firm: Parker & Associates Inc.
Mailing address: P.O. Box 976
City: Jacksonville State: NC Zip: 28541-0976
Phone number: [phone] Email Address: [e-mail]
1V. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Jacksonville Wastewater Treatment Facility Permit Number: W00009267
Owner Name: City of Jacksonville
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: ETA 04-16 Page I of 5

VI. GENERAL REQUIREMENTS
l . 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 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 % Commercial
Industrial (See 15A NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ®No
➢ If yes, provide a copy of flow reduction annroval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(fl)
Daily Design Flow','
No. of Units
Flow
Dwelling Unit - 1 Bedroom
240 gal/day
12
2,880 GPD
Dwelling Unit - 2 Bedroom
240 gal/day
96
23,040 GPD
Dwelling Unit - 3 Bedroom
360 gal/day
12
4,320 GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
30,240 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 .0I 14(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: 13440 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

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ Section lI & 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
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
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 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):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(13):
➢ 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 - I SA 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

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) ❑ 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
**Arty 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 webnage
➢ 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 Permitting Branch
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.04021 "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:
Does the submitted system comply with 15A NCAC 02T, the Minimum Design CrteriA for the Permitting of Hupp Stations
amd_Force Ma' s latest v_inion), and the GTJIVM Sewer Minimum Design (LrUt MIA 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 renuest is required prior to submittal of the Fast Track Application and supportine documents
2. Professional Engineer's Certification:
Engineer's name
item in.1.)
_ attest that this application for
has been reviewedby 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 143-215.613, 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 tip to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
(NJ r OJYa
8/zl�tq ;
i9�;FNgINV@Q" 0
3. Applicant's Certification per 15A NCAC 02T .0106(b):
_�LT�HfnRR_`/�1/ptvvp["afty_�pQE'Syb%�attestthat this application for
(Signature Authority's name & title from Aoolication Iteifi 1.3.1
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_6t3, 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: R` a` \1 ,
FORM: FTA 04-16
Page 5 of 5

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: SRC Charleston Place Apts, LLC
Project Name for which flow is being requested: Charleston Place Private Pump Station
More than one FTSE maybe required for a single project if the owner of the WFVTP 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: City of Jacksonville Land Treatment System
b. WWTP Facility Permit #: 0009267
AIIJIows are in MGD
c. W WTP facility's permitted flow 9.0
d. Estimated obligated flow not yet tributary to the WWTP 0.523
e. WWTP facility's actual avg. flow 5.446
f. Total flow for this specific request `.0302
g. Total actual and obligated flows to the facility 5.613
h. Percent of permitted flow used 62.9
H. 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
Average Approx. Obligated, Total
Pump Pump Daily Current Not Yet Current Flow
Station Station Firm Flow** Avg. Daily Tributary Plus
(Name or Permit Capacity, * (Firm / pf), Flow, Daily Flow, Obligated
Available
Number) No. MGD MGD MGD MGD Flow
Capacity***
Barden unknown 2.232 .8928 .6413 0 .6413
1.590
Henderson unknown 8.928 2.976 .4587 .0614 .0614
2.914
Main unknown 30 12 5.386 .0053 5.391 6.609
* 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:
Page I of 6
FTSE 10-18

III. Certification Statement:
I Ronald F. Massey certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
�4a� j----A-z
Signing
of Signing Official
Page 2 of 6
FTSE ] 0-18

7/24/2019
North Carolina Secretary of State Search Results
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an Amended a Annual Report form
Limited Liability Company
LegaL Name
SRC CHARLESTON PLACE, LLC
Information
Sosld: 1519942
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 5/25/2016
Registered Agent: Laws, Richard D.
Addresses
Mailing
165 S York Street
Gastonia, NC 28052-4120
Reg Mailing
401 E Franklin Blvd
Gastonia, NC 28054-7152
Company Officials
Principal Office
165 S York Street
Gastonia, NC 28052-4120
Reg Office
401 E Franklin Blvd
Gastonia, NC 28054-7152
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Vice President President
Dan W Ratchford Herman E Ratchford , Jr
PO BOX 4158 P.O. Box 4158
Gastonia NC 28054 Gastonia NC 28053
https://w .sosnc.govlonline_services/search/Business_ Registration —Results 1/1

V
Division of Water Resources
I. EXISTING PERMITTEE INFORMATION:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
SEWER SYSTEM PERMIT OWNERSHIP/NAME CHANGE
INSTRUCTIONS FOR FORM: PNOCF 01-16_
1. Permittee's name: Charleston Place LLC
2. Signature authority's name: John Psilos per 15A NCAC 02T .0106(b)
3. Signature authority's title: Manager / Managing Member
4. Permittee's mailing address: 106 Crojack Lane
City: Wilmington State: NC Zip: 28409
5. Penuittee's contact information: Phone number: [phone] Fax Number (_)
Email Address: psile52(@,vahoo.com
II. APPLICANT INFORMATION:
1. Applicant's name: SRC Charleston Place, LLC
2. Signature authority's name: Herman E. Ratchford. Jr. per 15A NCAC 02T .0106(b)
3. Signature authority's title: Manager / President
4. Applicant's mailing address: SRC Charleston Place. LLC c/o Southwood Realty Company, Attn: William Ratchford
P.O. Box 280
City: Gastonia State: NC Zip: 28053
5. Applicant's contact information: Phone number: [phone] Fax Number [phone]
Email Address: [e-mail]
6. Representative's name: William Ratchford
7. Representative's title: Vice President
8. Representative's contact information Phone number: 704 915-2650 Fax Number 7( 04) 917-0094
Email Address: williarm.ratchford(southwoodreal .com
III. PERMIT INFORMATION:
1. Existing permit number: W00030515 and most recent issuance date: August 11, 2006
2. Reason for the permit application: Change of Ownership If other, attach detailed explanation
3. Has the facility been constructed? ® Yes or ❑ No
4. Has the facility been certified per 15A NCAC 02T .0116? ® Yes or ❑ No
FORM: PNOCF 01-16 Page] of 2

IV. CERTIFICATIONS:
Existing Permittee's Certification per 15A NCAC 02T .0106(b):
(Signature Authority's name & title from
attest that this application
Item 1.2 & 3)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that prior to reissuance of the permit
into the Applicant's name, I will continue to be responsible for compliance with the current permit and any discharge of wastewater
from this system to surface waters or the land may result in an enforcement action that may include civil penalties, injunctive relief,
and/or criminal prosecution. I will also make no claim against the Division of Water Resources should a condition of the existing permit
be violated. I also understand that if all required parts of this application are note completed and that if all required supporting
information and attachments are not included, this application will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.68 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:
Applicant's Certification per 15A NCAC 02T .0106(b)•
Authority's name &
Date:
from Application Item 11.2&3.)
that this application
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that after issuance of the permit into
the Applicant's name, I will be responsible for compliance with the issued permit and any discharge of wastewater from this non -
discharge system to surface waters or the land may result in an enforcement action that may include civil pen,
and/or criminal prosecution. I will stake no claim against the Division of Water Resources should a conalties, injunctive relief
dition en this permit be violated.
I also understand that if all required parts of this application package are not completed and that if all required supporting information
and attachments are not included, this application package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215 6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as civil penalties up to $25 000 per violation.
Signature: ^I 1 as 1 19
Date:
FORM: PNOCF 01-16
Page 2 of 2

Book: 4512 Page: 978 1 of 4
I0 "" 01VP*! OP
Doc In: .9/to/pa0n04 T01: CRP
Recorded: 09/f8/2nfa at 01:60:fe PM
Fae Ant: $16,229.00 Pape t.Df 4
Rw nue Tax: f13 2n0 _ a 7/ (2(�v ���.��
Rebecca L. Poilard Rep. of needs
-4512 po978-981
DELINQUENT TAXES, IF ANY, TO BE PAID BY THE CLOSING (J
ATTORNEY TO THE ONSLOW COUNTY TAX COLLECTOR UPON
DISBURSEMENT OF CLOSING PROCEEDS.
NORTH CAROLINA SPECIAL WARRANTY
Tax Parcel Nof_u
day of , 20_
MailBoxto: PO gQX 280 C st ni Nr 2805 _... - —
This instrument was prepared by: Saffo Law Firm, PC 5900-B Oleander Dr., Wilmington, NC 28403
Brief description for the Index:+ 7.22 acres Map Book 40, Page 76, Ons low Co. Registry
THIS DEED made this _j �� day of September , 2016 , by and between
CHARLESTON PLACE, LLC, a North Carolina
limited liability company
SRC CHARLESTON PLACE, LLC, a North
Carolina limited liability coupaay
PC Box 280
Gastonia, NC 28053
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
W ITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has and
by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land shouted in the
City of Jackaontrille, Township, Onslow County, North Carolina and more particularly described as
follows:
ALL OF THAT CERTAIN lot, tract or parcel of land which is shown and described
in Exhibit "A" attached hereto and incorporated herein by reference, to which
reference is made for a more particular description. 274B 794
The property hereinabove described was acquired by Grantor by instrument recorded in Book 2748 page 800 —
A ma showing the above described roe is recorded in Plat Book 40 page 76
P g property rtY .
NC Bar Association Form No. 6 ® 1977, 2002
Printed by Agreement with the NC Bar Association - 1981
Lames Williams & Co., Inc.
www.l ameswill iams.com
Book: 4512 Page: 978 Page 1 of 4

Book: 4512 Page: 978 3 of 4
FX-=IT A
Description of the Land
BEING all of Lot 1, containing, 7'22 acres, more or less, as shown on map entitled "Revised
Recombination Plat of Lot `1 M.B. 37 P. 217 and Third Tract D.S. 1555 P. 934 prepared for
DESJI, LLC & Others" dated October 10, 2000, prepared by John L. Pierce & Associates, P.A.
and recorded in Map Book 40, Page 76, Onslow County Registry and described by metes and
bounds as follows:
Commencing at a point located where the Eastern right of way of McDaniel Drive (60 foot right
of way) intersects the Southern right of way of Commons Drive South; and running thence along
the Eastern right of way of McDaniel Drive South 01 degrees 27 minutes 45 seconds West
175.17 feet to an iron stake said iron stake also being THE TRUE POINT OF BEGINNING:
thence from the described beginning and leaving the said right of way and running South 88
degrees 31 minutes 13 seconds East 290.00 feet to an iron stake; thence South 00 degrees 57
minutes 28 seconds East 132.08 feet to an existing iron stake; thence South 24 degrees 52
minutes 12 seconds East 138.82 feet to an existing iron stake; thence South 55 degrees 14
minutes 04 seconds East 147.47 feet to an existing iron stake; thence South 79 degrees 49
minutes 22 seconds East 84.81 feet to an existing iron stake; thence South 25 degrees 37 minutes
06 seconds West 218.00 feet to an existing iron stake; thence South 42 degrees 55 minutes 22
seconds East 134.90 feet to an existing iron stake; thence South 47 degrees 45 minutes 01
seconds West 460.49 feet to an existing iron stake located along the said Eastern right of way of
McDaniel Drive; thence along the said right of way the following courses and distances: running
along a curve to the right having a radius of 479,62 feet and a chord bearing and distance of
North 18 degrees 23 minutes 21 seconds West 44.24 feet to an existing 'iron stake, thence North
15 degrees 45 minutes 25 seconds West 693.67 feet to aniron stake, thence along a curve to the
right having a radius of 464.85 feet and a chord bearing and distance of North 07 degrees 08
minutes 20 seconds West 139.32 feet to an iron stake, thence North 01 degrees 28 minutes 47
seconds East 121.88 feet to an iron stake, thence South 88 degrees 31 minutes 56 seconds East
4.63 feet to the point of beginning. Containing 7.20 acres per survey by John L. Pierce &
Associates. P.A. dated May 24, 2011, and being subject to all easements of records and being the
same property described in Deed Book 2748 at Pages 800-802 and Deed Book 2748 at Pages
794-796 of the Onslow County Register of Deeds (Lot 1 as shown on Map Book 40 at Page 76,
Slide K-782). The courses contained herein are correct in angular relationship and are referenced
to N.C. Grid North.
Book: 4512 Page: 978 Page 3 of 4

PAR ID
OWNER NAME
DATE
DEED BOOK
PAGE
061737
SRC CHARLESTON PLACE, LLC
9/19/2016
4512
978
MAP
PARCEL
345-10.21
ORTHO
4388.17
TOWNSHIP
Jacksonville
SPLIT FROM
345-10.20
PROPERTY ADDRESS 700 CHARLESTON LANE
ORIGINAL DEEDED
DATE
MB.
I PG.
SUBDIVISON NAME
SECTION
PHASE
I BLOCK
UNIT
LOT
ACREAGE
ORIGINAL
iaizrz000
40
76
DESJI LLC & OTHERS
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REFERENCE
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SPLITS, CONSOLIDATIONS, AC, ADJUSTED
CONTINUED
REFERENCE
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D.B.
SPLIT
D.B.
SPLIT
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PG.
REMAINS
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REMAINS

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REMARKS: