BC_18-20_ Soesbee (2)

Brunswick Countv
Local Government
�F S-23ZZ
#W
CAMA
MINOR DEVELOPMENT
PERMIT
as authorized by the State of North Carolina, Department of Environmental Quality and
the Coastal Resources Commission for development in an area of environment concern
pursuant to Section 113A-118 of the General Statutes, "Coastal Area Management"
Estuarine Shore
BC18-20
Permit Number
i
NORTH CAROLINA
Environmental Quality
Issued to Grover Soesbee authorizing development in the Geean Hazard Area of Environmental Concern (AEC) at 1748
Seagull SW in Ocean Isle Beach NC 28469 as requested in the permiltee's application package, dated 14-Nov-18, and
received complete 19-Nov-18. This permit, issued on 29-Jan-19, is subject to compliance with the application and site
drawing (where consistent with the permit), all applicable regulations and special conditions and notes set forth below. Any
violation of these terms may subject permittee to a fine, imprisonment or civil action, or may cause the permit to be null and
void.
This permit authorizes: Single Family Residence, Elevator, Covered Porch, Gravel Drive, Steps and Landing.
(1) All proposed development and associated construction must be done in accordance with the permitted work plat drawings(s)
dated received on 19-Nov-18.
(2) All construction must conform to the N.C. Building Code requirements and all other local, State and Federal regulations,
applicable local ordinances and FEMA Flood Regulations.
(3) Any change or changes in the plans for development, construction, or land use activities will require a re-evaluation and
modification of this permit.
(4) A copy of this permit shall be posted or available on site. Contact this office at [phone] for a final inspection at
completion of work.
(Additional Permit Conditions on Page 2)
This permit must be on the project site and accessible to the permit officer when
the project is inspected for compliance. Any maintenance work or project
modification not covered under this pem81, require further written permit
approval. All work must cease when this permit expires on:
December 31, 2021
In Issuing this permit it is agreed that this project is consistent with the local Land
Use Plan and all applicable ordinances. This permit may not be transferred to
another party without the written approval of the Division of Coastal
Management.
RECEIVED
MAR 0 4 2019
Connie Marlowe
CAMA LOCAL PERMIT OFFICIAL
PO Box 249
Bolivia, NC 28422
g%��% Y
0 .ERMITTEE
III
(Sionalure reouired if conditions above aoDly to oermitl

Name: Grover Soesbee
Minor Permit # BC18.20
Date: 29-Jan-19
(5) Unless specifically allowed in 15A NCAC 07H-0209(d)(10), and shown on the permitted plan drawing, all
development/construction shall be located a distance of 30 feet landward of Normal High Water. No portion of the
roof overhang shall encroach into the 30 foot buffer.
(6) All unconsolidated material resulting from associated grading and landscaping shall be retained on site by effective
sedimentation and erosion control measures. Prior to any land -disturbing activities, a barier line of filter cloth must
be installed between the land disturbing activity and the adjacent marsh or water areas, until such time as the area
has been property stabilized with a vegetative cover.
(7) Any proposed for grading within the 30' buffer from the Normal High Water level must be contoured to prevent
additional stormwater runoff to the adjacent marsh. This area shall be immediately vegetatively stabilized and must
remain in a vegetated state.
(8) All other disturbed areas shall be vegetatively stabilized (planted and mulched) within 14 days of construction
completion,
(9) The applicant has effectively demonstrated, through innovative construction design, that the amount of impervious
surface areas may be exceeded in a way that runoff water will be managed and the AEC protected, so as to allow
0.44% impervious surface of the impervious areas within 75' Coastal Shoreline AEC. All proposed development
and associated construction must be done in accordance with the design specifications of the permitted innovative
design, sealed by design professional, Michael A. Norton on 15-Jan-19.
(10) Upon completion of construction and prior to the issuance of a Certificate of Occupancy (CO), a letter of
certification must be received from the designer of the innovative system installed, certifying that the permitted
system has been installed in accordance with the permit, the approved plans and his design specifications. Any
deviations from the approved plans and specifications must be noted on the Certification and a permit modification
may be required prior to receiving a CO.
(11) The landowner or permittee shall at all times provide the operation and maintenance necessary to assure the
permitted stormwater system functions at optimum efficiency. The landowner or permittee shall maintain the
permitted stormwater system for the life of the project.
SIGNATURE: (N axuuat DATE:
PERMITTEE
RECEIVED
MAR 0 4 2019
DCM WILMINGTON, INC

Brunswick County
Local Government
CAMA
MINOR DEVELOPMENT
as authorized by the State of North Carolina, Department of Environmental Quality and
the Coastal Resources Commission for development in an area of environment concern
pursuant to Section 113A-118 of the General Statutes, "Coastal Area Management-
SC18.20
Permit Number
Issued to Grover Soesbee authorizing development in tan Hazard -Area of Environmental Concern (AEC) at 1748
Seagull SW in Ocean Isle Beach NC 28469 as request the ermittee's application package, dated 14-Nov-18, and
received complete 19-Nov-18. This permit, issued on 29-Jan-19, is subject to compliance with the application and site
drawing (where consistent with the permit), all applicable regulations and special conditions and notes set forth below. Any
violation of these terms may subject permittee to a fine, imprisonment or civil action, or may cause the permit to be null and
void.
This permit authorizes: Single Family Residence, Elevator, Covered Porch, Gravel Drive, Steps and Landing.
(1) All proposed development and associated construction must be done in accordance with the permitted work plat drawings(s)
dated received on 19-Nov-18.
(2) All construction must conform to the N.C. Building Code requirements and all other local, State and Federal regulations,
applicable local ordinances and FEMA Flood Regulations.
(3) Any change or changes in the plans for development, construction, or land use activities will require a re-evaluation and
modification of this permit.
(4) A copy of this permit shall be posted or available on site. Contact this office at [phone] for a final inspection at
completion of work.
RECEIVED
(Additional Permit Conditions on Page 2) JAN 2 9'2019
This permit must be on the project site and accessible to the permit officer when
the project is inspected for compliance. Any maintenance work or project
modification not covered under this permit, require further written permit
approval. All work must cease when this permit expires on:
December 31, 2021
DCM WILMINGTON, NC
Connie Marlowe
CAMA LOCAL PERMIT OFFICIAL
PO Box 249
Bolivia, NC 28422
In issuing this permit it Is agreed that this project is consistent with the local Land
Use Plan and all applicable ordinances. This permit may not be transferred to
another party without the written approval of the Division of Coastal
Management.
PERMITTEE
(Signature reouired if conditions above aooly to oermit)

Name: Grover Soesbee
Minor Permit # BC18-20
Date: 29-Jan-19
(5) Unless specifically allowed in 15A NCAC 07H-0209(d)(10), and shown on the permitted plan drawing, all
developmenticonstruction shall be located a distance of 30 feet landward of Normal High Water. No portion of the
roof overhang shall encroach into the 30 foot buffer.
(6) All unconsolidated material resulting from associated grading and landscaping shall be retained on site by effective
sedimentation and erosion control measures. Prior to any land -disturbing activities, a barrier line of filter cloth must
be installed between the land disturbing activity and the adjacent marsh or water areas, until such time as the area
has been properly stabilized with a vegetative cover.
(7) Any proposed for grading within the 30' buffer from the Normal High Water level must be contoured to prevent
additional stormwater runoff to the adjacent marsh. This area shall be immediately vegetatively stabilized and must
remain in a vegetated state.
(8) All other disturbed areas shall be vegetatively stabilized (planted and mulched) within 14 days of construction
completion.
(9) The applicant has effectively demonstrated, through innovative construction design, that the amount of impervious
surface areas may be exceeded in a way that runoff water will be managed and the AEC protected, so as to allow
0.44% impervious surface of the impervious areas within 75' Coastal Shoreline AEC. All proposed development
and associated construction must be done in accordance with the design specifications of the permitted innovative
design, sealed by design professional, Michael A. Norton on 15-Jan-19.
(10) Upon completion of construction and prior to the issuance of a Certificate of Occupancy (CO), a letter of
certification must be received from the designer of the innovative system installed, certifying that the permitted
system has been installed in accordance with the permit, the approved plans and his design specifications. Any
deviations from the approved plans and specifications must be noted on the Certification and a permit modification
may be required prior to receiving a CO.
(11) The landowner or permittee shall at all times provide the operation and maintenance necessary to assure the
permitted stormwater system functions at optimum efficiency. The landowner or permittee shall maintain the
permitted stormwater system for the life of the oroiect.
SIGNATURE:
PERMITTEE
DATE:
PECEIVED
2 9 2019
DCM WILMINGTON, NO

Locaiity bTunsW �
PermitNumber
e
I
Ocean Hazard Estuarine Shoreline ORW Shoreline Public Trust Shoreline Other r
(For official use only) Tay PUy g,,l 2144 A A I)o
a
GENERAL INFORMATION
LAND OWNER
Name (_;L 4 CSoas6ez_ __--
Address 2.1 I )N p S-L `2%r ; J
City %„ lk4xcklk State (1 C Zip Xis 6911hone q J () 31 _ oD I I
Email 'j J e- be 2 t + e P, —T T , tJ e-r-
AUTHORIZED AGENT
Name J W 1 _rLw Stir\
Address P CLfz)C rc.. 1(0 1 i
City I_kLmb r %o' State OC. ZfQj?,_� Phone 910 7_3q — ?Q Y
Email
LOCATION OF PROJECT: (Address, street name and/or directions to site. If not oceanfront, what is the name of the .
adjacentwaterbody.) 1:1�11 Sea ,uA 10!1 0"1 Include SFR, Elevator,
Cov red Porch, Gravel
DESCRIPTION OF PROJECT: (List all proposed construction and land disturbance.)Dri ps and I anriinnq
SIZE OF LOT/PARCEL: . a q(o square feet acres
PROPOSED USE: Residential gl (Single-family Multi -family 0 ) Commercial/Industrial ❑ Other
COMPLETE EITHER (1) OR (2) BELOW (Contact your Local Permit Officer if you are not sure which AEC applies
to your property):
(1) OCEAN HAZARD AECs: TOTAL FLOOR AREA OF PROPOSED STRUCTURE: square feet (includes
air conditioned living space, parking elevated above ground level, non -conditioned space elevated above ground level but
excluding non -load -bearing attic space)
(2) COASTAL SHORELIIJE AECs: SIZE OF BUILDING FOOTPRINT AND OTHER IMPERVIOUS OR BUILT
UPON SURFACES: ffliiquare feet (includes the area of the roof/drip line of all buildings, driveways, covered decks,
concrete or masonry patios, etc. that are within the applicable AEC. Attach your calculations with the project drawing.)
STATE STORMWATER MANAGEMENT PERMIT: Is the project located in an area subject to a State Stormwater
Management Permit issued by the NC Division of Water Quality?
YES_ NOS_
If yes, list the total built upon area/impervious surface allowed for your lot or parcel:
square feet.
RECEIVED
NOV 15 2018
NOV 2 6.,013

OTHER PERMITS MAY BE REQUIRED: The activity you are planning may require permits other than the CAMA
minor development permit, including, but not limited to: Drinking Water Well, Septic Tank (or other sanitary waste
treatment system), Building, Electrical, Plumbing, Heating and Air Conditioning, Insulation and Energy Conservation, FIA
Certification, Sand Dune, Sediment Control, Subdivision Approval, Mobile Home Park Approval, Highway Connection, and
others. Check with your Local Permit Officer for more information.
STATEMENT O WNERSHIP:
I, the undersigned, an plicant fora CAMA minor development permit, being either the owner of property in an AEC or a
person authorized to act an agent for purposes of applying for a CAMA minor development permit, certify that the person
listed as landowner on this lication has a significant interest in the real property described therein. This interest can be
described as: (check one)
V/ an owner or rec d title, Title is ted in (7<oJe.0 SceSinl e see Deed Book 3a3 T
page in the ` (4/) County Registry of Deeds.
_an owner by virtue of inheritance. Appli t is an heir to the estate of
probate was in Co ty.
_if other interest, such as written contract or le , explain below or use a -separate sheet & attach to this application.
NOTIFICATION OF ADJACENT PROPERTY OW RS:
I furthermore certify that the following persons are owners f properties adjoining this property. I affirm that I have given
ACTUAL NOTICE to each of them concerning my intent to evelop this property and to apply for a CAMA permit.
(Name) ddress)
(2) l�< �5
(3)
(4)
ACKNOWLEDGEMENTS:
I, the undersigned, acknowledge that the land owner is aware that the proposed develo ent is planned for an area which
may be susceptible to erosion and/or flooding. I acknowledge that the Local Permit Offic has explained to me the particu-
lar hazard problems associated with this lot. This explanation was accompanied by recomm ndations concerning stabiliza-
tion and floodproofing techniques.
I furthermore certify that I am authorized to grant, and do in fact grant, permission to Division of Coastal Management staff,
the Local Permit Officer and their agents to enter on the aforementioned lands in connection Ot(SiF�%a ft information
related to this permit application.
This the I 44 day of NW , 20 `d
DCM WILMINGTON, NC
Landowner or -person authorized to act as his/her agent for purpose of filing a CAMA permit application
This application includes: general information (this form), a site drawing as described on the back of this application, the
ownership statement, the Ocean Hazard AEC Notice where necessary, a check for $100.00 made payable to the locality, and
any information as may be provided orally by the applicant. The details of the application as described by these sources are
incorporated without reference in anypermit which may be issued. Deviation from these details will constitute a violation of
anypermit. Any person developing in an AEC withoutpermit is subject to civil, criminal and administrative action,
NOY 15418

Locality
)TU.nsu) i ck
Permit Number
Ocean Hazard Estuarine Shoreline ORW Shoreline ^Public Trust Shoreline Other
(For official use only) (a[ %YCAL) a t� �' A06A
GENERAL INFORMATION
LAND OWNER
Name
Address `
City State (AC Zip a'T— b69 hone q 10 at t - u0 l 1
Email e be .e t ° J T
AUTHORIZED AGENT
Name Z W La­�-' n
Address
City "bet %n N State L Z' Phone T 0 73 q — g 4,a g'
Email G—) qAC-u
LOCATION OF PROJECT:
adjacent waterbody.)11%
DESCRIPTION OF PROJECT: (List
SIZE OF LOT/PARCEL:
PROPOSED USE: Residential
street na d and/or directions to site. If not oceanfront, what is the name of the
I�� ek.o�.l
construction and land disturbance.)
square feet
acres
(Single-family ❑ Multi -family ❑ ) Commercial/Industrial Other ❑
COMPLETE EITHER (1) R (2) BELOW
to your property):
(1) OCEAN HAZARD AECs: TOTAL FLOOR AREA �
air conditioned living space, parking elevated above ground
excluding non -load -bearing attic space)
Local Permit Officer ijyou are not sure which AEC applies
PROPOSED STRUCTURE: square feet (includes
eel, non -conditioned space elevated above ground level but
(2) COASTAL SHORELINE AECs: SIZE OF BUILDING FOOTPIPNT AND OTHER IMPERVIOUS OR BUILT
UPON SURFACES: 1 S, Square feet (includes the area of the roo p line of all buildings, driveways, covered decks,
concrete or masonry patios, etc. that are within the applicable AEC. Attach your calculations with the project drawing.)
STATE STORMWATER MANAGEMENT PERMIT: Is the project located in an area subject to a State Stormwater
Management Permit issued by the NC Division of Water Quality? RECEIVED
YES_ NO_ g
If yes, list the total built upon area/impervious surface allowed for your lot or parcel: N 04&".
"... , - - DCM WILMINGTON, NC
NOY 15 7018

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit: &V-(Nvp�c soPS %.e.p
Mailing Address:
Phone Number:
Email Address:
I certify that I have authorized
a)lo n I b C)ol I
Agent ( Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development: y�-- R�
at my property located at i % '-j 2 lea- y ,-,Al LU _
in �c r t,r County. TT
l furthermore certify that / am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the aforementioned lands in connection with evaluating information related to this
permit application.
Property Owner Information:
Signature
Print or Type Name
cm F-!Z
Title
Date RECEIVED
This certification is valid through 1 l / 14 /j�_
NOV 2 6.2018
DCM WILMINGTON, NC

171
Ln
Date M
m
�:
Adjacent Property 0 er o
o
Mailing Addre�w
m
City, State, Zip Code 1-1
a
m
a
0
ry
Dear Adjacent Property:
This letter is to inform you that I, �-r 0-4 e—�- JGe -�f
Property Owner
eranad man tee -
R au Fe anrrMCRen[+ct
El R pt pleNcow)
[3Reaw R.ot(eiw+moIW $
❑GR M Reel W DN " $
paauasOR-Pw a
QMun6Wg MRW VdD*e f
a roamv
rota) PDataga and
ao,?
Permit on my property at ✓ v � j W u.!A in Brunswick
(Prope ddress)
County. As required by CAMA regulations, I have enclosed a copy of my permit application and project
drawing(s) as notification of my proposed project. No action is required from you or you may sign and return
the enclosed no objection form. Ifyou have any questions or comments about my proposed project, please
contact me at _I j b -'2�1d�YJ j 1 , or by mail at the address listed below. If you wish to
Applicant's Telephone
file written comments orobjections with the Brunswick County CAMA Minor Permit Program, you maysubmit
them to:
Connie Marlowe
Local Permit Officer
Brunswick County Planning Department
PO Box 249
Bolivia NC 28422
Sincerety
roperly, Owner
;�-u VJe.sk
Mailing Address
City, State, Zip Code
RECEIVED
ACM WILMINGTON, NC
PGW=k
Fw
:4

Property Owner
Permit on my property at 1-7 4 % Sc a-s) I.! i I k)" in Brunswick
(PropertyAddress)
County. As required by CAMA regulations, I have enclosed a copy of my permit application and project
drawing(s) as notification of my proposed project. No action is required from you or you may sign and return
the enclosed no objection form. Ifyou have any questions or comments about my proposed project, please
contact meat 11 Cr ,2'(lQ foo ( i or by mail at the address listed below. If you wish to
Applicant's Telephone
file written comments orobjections with the Brunswick County CAMA Minor Permit Program, you maysubmit
them to:
Connie Marlowe
Loral Permit Officer
Brunswick County Planning Department
PO Box 249
Bolivia NC 28422
Sincerely
Property Owner
11 \IVesk '�-0-H, �.
Mailing Address
Li CIA ba, -VOn n c g
City, State, Zip Code
RECEIVED
NOV 2 6.2018
nenn Xnnl MINGTON, NC

RECEIVED
NOV 2 6 'Jid
OCM WILMINGTON, NC

Brunswick County Health Services Application # : 2018073151
Environmental Health Section Tax Parcel #: 244GA002
Sewage Treatment and Disposal System System Type-IVA-LPP
AUTHORIZATION TO CONSTRUCT
FOR
WASTEWATER COLLECTION, TREATMENT, AND DISPOSAL SYSTEM
In accordance with the provisions of Article 11 of Chapter r 30A, General Statutes of North Carolina as amended,
AND other applicable Laws and Rules
Owner/Applicant: Grover Soesbee PERMISSION IS HEREBY GRANTED TO
Address: 211 W 20'^ St, Lumberton, NC 28358
Phone.(glo) 31r - 00 11
to construct, install a sewage treatment and disposal system as described below:
To Serve: Residential X_ # Bedrooms _3_ Commercial #Employees _ Max. Occupany _6_
Comments, Description:
SUBDIVISION--LOT-2_ BLOCK SECTION 3
ADDRESS/LOCATION: 1748 Seagull Way, Ocean Isle Beach, NC 28469
The system components consists of: Type system. IVA-LPP
Design Flow_ 360 gpd
Description: Low Pressure Pipe System
I. COLLECTION SYSTEM: CONVENTIONAL PLUMBING
(MUST COMPLY WITH ALL APPLICABLE STATE AND LOCAL PLUMBING CODES)
II. TANKAGE: A. GREASE TRAP NA GALLONS CAPACITY
B. SEPTIC TANK(S) _900 GALLONS CAPACITY
C. PUMP TANK _1000_GALLONS CAPACITY
D. OTHER:
ALL TANKS, FORCE MAINS, PRESSURE LINES TO BE LEAK TESTED AND CERTIFIED BY APPROPREIATE
PARTIES.
ACCESS RISERS REQUIRED ON ALL INSPECTIONS & SERVICE HATCHES ON TANKS -RISERS TO EXTEND 4.6"
ABOVE FINISHED GRADE
III. PUMP CHAMBER/DOSING TANK:
A. DOSING PUMP(S): SIZE, MAKE, MODEL #: Zoeller E 53 3/10 HP or approved equivalent
NUMBER OF PUMPS REQUIRED: 1
B. DISCHARGE PIPING: SIZE: 1_5 INCH MATERIAL:_ SCH 40 PVC GATE VALVES: YES, INTERNAL
CHECK VALVE: YES UNION/DISCONNECT: YES(PVC) LIFT CHAIN OR ROPE: YES, NON -CORROSIVE
ANTISIPON HOLE: YES (3/161N.) H-CONNECTION:
C. DOSE VOLUME:_73.5 gallons_ DRAW DOWN DEPTH: 3.5 INCHES
IV. DOSING MAIN: SIZE: 1.25 INCH MATERIAL: SCH 40 PVC VALVING:
"H" CONNECTION:_ AIR RELEASE VALVE: 1 CLEANOUTS
V. CONTROL PANEL:: TYPE: PumD controls shall hp simniar �m io nk—
TO INCLUDE: NEMA 4X ENCLOSURE, MANUAL DISCONNECTS/BREAKERS FOR PUMP AND
ALARM(SEPARATE CIRCUITS FOR PUMP AND ALARM), H-O-A SWITCH, ALARM (AUDIBLE AND VISIBLE)
SIMPLEX X DUPLEX_ WITH ALTERNATOR AND ELASPED TIME COUNTERS / EVENT COUNTERS
FLOATS: ON 18 5" OFF 15" ALARM 24"
(MUST COMPLY WITH ALL APPLICABLE STATE AND LOCAL ELECTRICAL CODES)
VI. DISPOSAL FIELD: LTAR 0_5 TRENCH DEPTH 18"
A. CONVENTIONAL: SIZE: 720 (SQ FT), RECEIVED
B. #FIELDS 1-repair #LINES: 3
LENGTH OF LINES: 48' TRENCH WIDTH: 24"' NOV 2 6 [01
DISTRIBUTION 80X/FLOW DIVIDER_ PRESSURE HEAD: 2' at tap outlet elevation
DCM WILMINGTON, NC

PRESSURE MANIFOLD: 30" SIZE: 4° SCH 80 PVC
TAP SIZE: 1.251, SCH 40 PVC
CLEANOUTS 2 SCH 40 ORUC:_ (Glued Fitting)
VII. APPURTENANCES TO SYSTEMS:
A. SUBSURFACE DRAINAGE: TYPE: NA DEPTH:
INSTALLER:
B. AREA FILL. FILL DEPTH: 6"
SIZE OF BASAL AREA: 25' WIDE x 58' LONG
C. LANDSCAPE EACH SITE AS NEEDED, ALL SITES SHALL BE LANDSCAPED SUFFICIENT TO PROVIDE
SURFACE RUNOFF AND TO PREVENT PONDING OF RAIN OR OTHER SURFACE WATERS.
D. COMMENTS, SITE MODIFICATIONS, ETC.,
The Owner shall be subject to the following conditions, limitations, and construction requirements for the Installation of this
system:
1. This authorization is effective only with respect to the specific design flow and facilities, and the nature and volume of
waste described in the Permit Application, and other supporting data.
2. This permit is not transferable and must be reapplied for at such time as ownership, or management changes.
3. The designated repair area is to have no parking, driveways, or other impervious material located on it. This
area is to be protected, reserved and maintenance in a natural state.
4. All subsequent owners of this property and sewage system, shall execute a contract between the owner and an
approved management entity before the operations permit is issued. Management of the sewer system to be
provided at all times.
5. All contracts between owners, management entity (Public or Private), or Health Dept. shall be reviewed and approved
before being accepted.
6. The issuance of this permit does not preclude the permittee from complying with any and all statutes, regulations, or
ordinances which may be imposed by other government agencies which have jurisdiction, or any other permits issued
by this department.
7. This authorization shall be valid for 60 months from the date of issue. The authorization shall become invalid if the
information submitted in the application was falsified or changed, if the permit was based on inaccurate or incomplete
information, or if the designated site is altered, or expiration of this authorization, a new application shall be submitted
to the BCHD with updated information, as may be applicable or requested.
8. "A PERMANENT BARRIER SHALL BE PROVIDED AND IN PLACE AROUNDTHE SYSTEM/REPAIR AREA
BEFORE THE OPERATIONS PERMIT IS ISSUED.
9, ALL APPLICABLE SETBACKS SHALL BE MAINTAINED, NO IRRAGATION SYSTEMS, STORM WATER PONDS I
BASINS, SURFACE/SUBSURFACE DRAINAGE SHALL BE LOCATED IN THE AREA OF THE WASTEWATER
SYSTEM OR ITS REQUIRED SETBACKS. RECEIVED
INSTALLATION REQUIREMENTS
1. The installer shall be currently registered with this department.
2. A pre -installation conference is to be held on the site prior to beginning any site modification or construction of the
proposed structure or the sewage collection treatment and disposal system. AttendinAg�'these conferences shall be
representatives of the State of Local Health Department; project engineer 9i#6r!` 1R%WNbNQer, proposed
system operator/installer; and the owner or his authorized agent.
3. The contractor shall be responsible for notification of the engineer and the BCHD for system inspection in stages as
required and prior to backfilling any portion of the system. No portion of the system shall be backfilled or placed into
use without prior approval of the BCHD.
4. The system shall be installed in accordance with the approved set of plans and specifications. Any deviation in site
modifications, plans, specification, layout, materials or other system component shall be approved by the design
engineer and the Brunswick County Health Department prior to installation of the system. Failure to do so may result
in delay or refusal of final approval of the system, and may render the Permit null and void.
5. The system shall be installed in a timely manner and staged so as to avoid unnecessary exposure to weather.
6. The location and identification of all property lines, easements, water lines, and other appropriate utilities shall be the
2

responsibility of the installer.
7. Other. An additional 6" of fill shall be added over the entire drainfield area in accordance with the fill plan prior to the
issuance of the Operation Permit. Furthermore, grass seed and haw shall be placed over the entire drainfield area
and inspected by the BCHS prior to the issuance of the Operation Permit.
OPERATION PERMIT REQUIREMENTS
1. An Operation Permit shall be issued by the BCHD prior to placing the system into use, or making any connections to
the system.
2. Prior to issuance of the Operation Permit:
- the system shall be completed, installed, and tested in accordance with the approved design, including proper
abandonment of tanks existing wells, and other components,
- final landscaping, water diversion devices, and vegetative cover requirements and pressure adjustment shall be
completed,
- the engineer or applicable responsible parties shall submit as -built plans to the BCHD, the plans shall reflect any
changes or alterations from the as -approved plans.
3. For systems that have been engineered, the design engineer shall certify in writing to the Brunswick County Health
Department, that he has inspected the installation and that it has been installed according to the approved plans and
specifications.
- Any necessary easements, plats, or documents shall be recorded with the Register of Deeds and copies
submitted to the BCHD,
- The owner and a Public Management Entity/Subsurface System Certified Operator shall execute a contract which
addresses all of the requirements for maintenance, monitoring, and reporting in Section .1961 and the
requirements of the Schedule of Operation and Maintenance to be a part of the Operation Permit for the facility.
Provisions of said contract shall be in effect for as long as the system is in use.
NOTICE OF EXPIRATION—TMSAU HOR1ZATION E w RES 5 YEARS (60 MONT-ISI FROM DATE OF tS.SUE tF EXPIRATION
OCCURS, THE CUENT SHALL COMPLY WITH ALL CHANGES IN APPLICABLE REGULATIONS, LAWS, TECHNICALpSPECiS,
ETC, THAT MAY BE EFFECTIVE AT THAT TIME (THIS MAY REQUIRE ADDITIONAL PREPARATION, MORE COMPLEX
WASTEWATER SYSTEMS. OPERATION AND MAINTENANCE REQUIREMENTS, PRE-TREATMENT, ETC. THIS COULD RESULT IN
LESS AREA FOR THE HOME, PARKING LOWER WATER USAGE AND FURTHER DEVELOPMENT UMffATIONS.
BRUNSWICK COUNTY HEALTH DEPARTMENT ALTERNATIVE SYSTEM IMPROVEMENTS
PERMIT/OPERATION PERMIT BCHD 9: 2018073151
Plan review by Jason Gore DATE: 10/4118
Site evaluation by: Jason Gore_ DATE: 11/9/16_
Site modifications, completed and inspected by: _Fill Check of 6" fill by Jason Gore DATE 8/29/18
Permit Issue Date: 10/22/18
Permit Expiration Date: 10/22/23
BRUNSWICK COUNTY HEALTH SERVICES (RECEIVED
ENVIRONMENTAL HEALTH DIVISI N
Jason Gore, RE DCM WILMINGTON, NC

Brunswick County Health Services
25 C'nurth0ase Dme V. F_.: Post Office Box 9
Boll,'ta. Nwh Catolind 2542,-0009
tano`� 910-25 -„50 1-388-128-4129 Non Carolina
Pabk He.1th
Dm7d.1r. Srnn!e-Hf. Ereaaire D4 cerar Cris Ifnneir°n. Direa;w
Heultlr mrd Pturrruu.Srn'laer .fyencr D
rmrr.urmrcoGital.h Seri rcrr
Site Plan For (Check One): ❑ Improvement Permit ❑ Fill Plan authorization to Construct Permit
Date: 1422(i6 ❑ Well Permit ElProposal
BCHS#:2018073151
Tax Parcel #: 244GA002
REHS Se
*SITE PLAN ONLY, THIS IS NOT A PERNIIT*
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ore". M. Cie... Reglatar pf Oeeda
02-10-2012 16:36:66.001 grunauleY County, W
K RfgQiJ6 6TMP: 53I6.00 (x2aMS6)
IIIIIIIIIIIIIIIIIIIIIIJill IIIIIIIIIII a3r�a P0981g2C- �'ap
001
gne,autc4 County, NC Ragt ater pf Ouds peps 1 of 2
fY T""-
Uk In
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Finance_
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01OP]1^21
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This instrument prepared by BaxleySmithwick PLLC, licensed North Carolina attorneys.
Delinquent taxes, if any, to be paid by the closing attorney to the Brunswick CountyTax
Collector upon disbursement of closing proceeds.
NORTH CAROLINA GENERAL WARRANTY DEED
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
THIS DEED, made this the 1Aay of February, 2012, by and between
RUFUS KENDALL and wife, SHARON KENDALL, of 75 Bittersweet Lane, Asheville,
NC 28805, parties of the first part, hereinafter referred to as Grantors, and GROVER
SOESBEE and wife, BETSY SOESBEE, of Post Office Box 3754, Lumberton, NC
28359, parties of the second part, hereinafter referred to as Grantees;
WITNESSETH:
THAT the Grantors, for a valuable consideration paid by the Grantees, the
receipt of which is hereby acknowledged, have and by these presents do grant,
bargain, sell and convey unto the Grantees, their heirs and assigns, in fee simple, all
that certain lot or parcel of land situated in Shallotte Township, Brunswick County, North
Carolina, and being more particularly described as follows:
BEING all of Lot 2 of Section 3 of the Shangrila Subdivision, accordingg to
a map thereof prepared by Jan K. Dale, Surveyor, dated July 12. 1974,
and recorded in Map Book 15 at Page 43 in the Office of the Register of
Deeds for Brunswick County, North Carolina, to which map reference is
hereby made and which is incorporated herein for greater certainty of
description of said property.
This conveyance is made SUBJECT TO the restrictive covenants
recorded in Book 476 at Page 98, Brunswick County Registry. For back
reference see Book 732 at Page 1096 and Book 3189 at Page 71,
Brunswick County Registry.
There is further conveyed herewith all right, title and interest of Grantors in
and to that certain 1974 model Freedom mobile home, Vehicle
Identification Number 0814999H, which has been permanently affixed to
the real property as a permanent structure.
In accordance with NCGS Section 105-317.2, the mailing addresses of Grantors
and Grantees are as stated above. The property herein conveyed does not include the
primary residence of Grantors.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges
and appurtenances thereunto belonging to the Grantees in fee simple.
AND the Grantors do hereby covenant with Grantees that Grantors are seized of
the premises in fee simple, that they have the right to convey the same in fee simple,
that title is marketable and free and clear of all encumbrances, and that Grantors will
warrant and defend the title against the lawful claims of all persons whomsoever,
RECEIVED
P OV 2 6.2018
DCM WILMINGTON, NC

3._ba N1
grunzuicM Cwnly, NC Ragl aler of Daetla C'a. 2 of i
subject to the following exceptions: utility easements and restrictive covenants of
record, street rights -of -way, and ad valorem property taxes for the year 2012.
IN WITNESS WHEREOF, the Grantors have hereunto caused this instrument to
be duly executed, the day and year first above written.
9HARON KENDALL by Rufve4dall, w
her sttome -in-fact !/
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
I certify that the following person appeared before me this day, acknowledging to
me that he voluntarily signed the foregoing document for the purposes therein stated
and in the capacity therein indicated: Rufus Kendall.
Date: Z-lD--IZ �,,�•.. r/
Regina I enkins, N Public
My Commission Expires: July 11, 2013
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
I, a Notary Public of the County and State aforesaid, do hereby certify that
RUFUS KENDALL, aftomey-in-fad for SHARON KENDALL, personally appeared
before me this day, and being by me first duly swom, says that he executed the
foregoing and annexed instrument for and in behalf of SHARON KENDALL, and that
his authority to execute and acknowledge said instrument is contained in an instrument
duly executed, acknowledged, and recorded in the Office of the Re is of Deeds for
TXck County, North Carolina on February 10, 2012, in Book at Page
and that this instrument was executed under and by virtue of the authority duly
given by said instrument granting him power of attorney; that the said RUFUS
KENDALL acknowledged the due execution of the foregoing and annexed instrument
for the purposes therein expressed for and in behalf of the said SHARON KENDALL.
Date:
Regin . Jenkins, Vary Public
My Commission Expires: July 11, 2013
RECEIVED
p
NOV 6. i''.
DCM WILMINGTON, NC

�6 /C / � -)-0
r Brunswick County Planning Department
P.O. Box 249
75 Courthouse Drive N.E., Bldg I
Bolivia NC 28422
VIA EMAIL
30-Nov-18
Grover Soesbee
211 West 20s' Street
Lumberton NC 28358
RE: Minor CAMA Development Application Approval
Project Address: 1748 Seagull Way SW, Supply NC 28462
Dear Mr. Soesbee:
I visited your site at 1748 Seagull Way SW, Supply NC on 28-Nov-18 and the 4'x8' storage
building is still on site as well as a propane tank. It appears that both items are located in the 30'
buffer, which is not allowed according to Section 15A NCAC 07H.0209.(d)(10) of the North
Carolina Department of Environmental Quality, Division of Coastal Management, regulation.
As a result, the Minor CAMA Development Permit cannot be issued until those structures
(storage building and propane tank) are removed and a Stormwater Management Plan completed
by a Professional Engineer licensed in the State of North Carolina is submitted.
Please contact me at 910.253.2034 if you have any questions.
Respectfully submitted,
Connie Marlowe, LPO
c: Tyler McGuire, Wilmington Field Representative
J.W. Lawson, Agent
WILml/v N NG
NOV 3 01018
TELEPHONE [phone] • [phone] - FAX [phone]

Brunswick County Planning Department
P.O. Box 249
75 Courthouse Drive N.E., Bldg I
CAA `P Bolivia NC 28422
VIA EMAIL
01152=F:i
Grover Soesbee
211 West 201b Street
Lumberton NC 28358
RE: Incomplete Application — Additional Information Requested
Project Address: 1748 Seagull Way SW, Supply NC 28462
Dear Mr. Soesbee:
We originally accepted your application under the impression that it was complete. On
subsequent review, I have discovered that additional information is needed to complete the
review process. Accordingly, I am requesting that you submit the following additional
information to this office:
1. Stormwater Management Plan completed by a Professional Engineer licensed in the
State of North Carolina.
In accordance with the Department of Environmental Quality regulations, upon submission of a
complete application, a local decision will be made in 12 days, provided this period is not
extended as provided by law.
Please contact me at 910.253.2034 if you have any questions.
Respectfully submitted,
COmrm /• aele"
Connie Marlowe, LPO
c: Tyler McGuire, Wilmington Field Representative
J.W. Lawson, Agent
u i.. Zvi VVILMINGTON, NC
TELEPHONE [phone] • [phone] • FAX [phone] NOV 2 031010

5' STEEL POST
(MIN. 1.25 LB/LF)
STEEL
POST
WIRE -
FENCE
24"
WIRE
FEN
24"/
i
STORMWATER PLAN
1748 SEAGULL WAY
OCEAN ISLE BEACH, NORTH CAROLINA
FOR
PERMIT PALS
8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE
(MIN. 14 GAUGE 6"X6" WIRE)
r6' MAX EXTRA STRENGTH FABRIC WITHOUT
m WIRE FENCE m
8" DOWN & 4"
FORWARD ALONG
THE TRENCH
SECTION VIEW
FABRIC
BACKFILL TRENCH
AND COMPACT
THOROUGHLY
is /�-'�k
PLASTIC OR
WIRE TIES
EXISTING
GRADE
EXISTING
GROUND
.:FUTON,
NC
STING
1
o Lu13
GROUND JAN
UPSLOPE
8' (DISTURB AREA)
REA)
MIN.
I NOTES:
SLOPE SLOPE LENGTH(FT) MAXIMUM AREA(SOFT)
<2% 100 10,000
2 TO 5% 75 7,500
5 TO 10% 50 5,000
10 TO 20% 25 2.500
>20% 15 1,500
1. FILTER BARRIERS SHALL BE INSPECTED
IMMEDIATELY AFTER EACH RAINFALL AND
DAILY DURING PROLONGED RAINFALL.
REPAIR SHALL BE MADE AS NECESSARY.
2. FABRIC SHALL BE REPLACED PROMPTLY
IF FOUND TO BE IN DISREPAIR.
3. SEDIMENT DEPOSITS SHALL BE REMOVED
AFTER EACH STORM EVENT AND WHEN
DEPOSITS REACH APPROXIMATELY 1/3
HEIGHT OF BARRIER. SEDIMENT SHALL
BE REMOVED IN ACCORDANCE WITH THE
MINIMUM STANDARDS OF THE NORTH
CAROLINA EROSION AND SEDIMENTATION
CONTROL PLANNING AND DESIGN
MANUAL.
4. REFERENCE NCDEQ LAND QUALITY
SECTION DESIGN MANUAL: 6.62.
EC SILT FENCE
k 1A J
-I CAP,

STORMWATER PLAN
1748 SEAGULL WAY
OCEAN ISLE BEACH, NORTH CAROLINA
FOR
PERMIT PALS
GENERAL NOTES & MAINTENANCE:
ALL LOT DIMENSIONS AND PLOT PLAN PROVIDED BY CONTRACTOR/CLIENT. SURVEY BY BOBBY LONG & ASSOCIATES, TITLED 'PLOT PLAN,
SPOT ELEVATIONS, AND BOUNDARY SURVEY OF LOT 2 - SECTION S-3 - SHANGRILA SUBDIVISION GROVER & BETSY SOESBEE" REVISED
DECEMBER 13, 2018. HOUSE PLANS BY CAROLINA COASTAL DESIGNS, INC., TITLED "GROVER & BETSY SOESBEE RESIDENCE" DATED
SEPTEMBER 24, 2018.
THIS STORMWATER PLAN WAS DEVELOPED TO SATISFY THE INTENT OF THE TOWN STORMWATER MANAGEMENT ORDINANCES. HOWEVER,
MCGILL ASSOCIATES DOES NOT CERTIFY THE SITE SOILS AND SEASONAL HIGH WATER TABLE (SHWT) CHARACTERISTICS TO SATISFY
OTHER ORDINANCE STANDARDS. OWNEWCONTRACTOR RESPONSIBLE FOR VERIFICATION OF SUITABLE SOILS FOR INFILTRATION AND
SHWT LOCATION TO MAINTAIN 2' SEPARATION FROM BOTTOM OF INFILTRATION TRENCHES IN ACCORDANCE WITH REQUIREMENTS. IF
SOILS SCIENTIST OR GEOTECHNICAL ENGINEERING DATA DO NOT CONFIRM SUITABILITY, CONTACT ENGINEER FOR PLAN REVISIONS.
THIS DESIGN DOES NOT CONSIDER STRUCTURAL MATTERS ASSOCIATED WITH FOUNDATIONS, DECKS, WALKWAYS, OR OTHER
STRUCTURES. OWNER OR CONTRACTOR SHALL CONSULT WITH GEOTECHNICAL AND/OR STRUCTURAL ENGINEER TO ENSURE
STRUCTURES ARE NOT COMPROMISED BY PROPOSED STORMWATER TREATMENT MEASURES.
CONSTRUCTION & FINAL INSPECTION REQUIRED FOR ENGINEERING CERTIFICATION.
SEE "GRASSING NOTES" FOR SEEDING INFORMATION.
STORMWATER FEATURES FOR ROOF:
INFILTRATION SYSTEMS MAY BE LOCATED IN ALTERNATE LOCATIONS ON THE LOTAS DESIRED, EXCEPT WITHIN RESTRICTED SETBACKS,
EASEMENTS, OR OTHER PROHIBITED AREAS, AS LONG AS RUNOFF FROM ROOF AREA IS DISTRIBUTED PER PLAN.
BOTTOM OF INFILTRATION SYSTEM SHALL MAINTAIN LEVEL GRADE. CONTRACTOR RESPONSIBLE FOR VERIFICATION.
PROPOSED ROOF AREA SHALL BE DRAINED WITH GUTTERS AND DOWNSPOUTS, AND BE DIRECTED TO INFILTRATION SYSTEM PER PLAN.
IF INFILTRATION SYSTEM FAILS, IT SHALL BE REMOVED, REPAIRED, AND/OR REPLACED AS NEEDED TO RESTORE DESIGNED OPERATION,
OWNER SHALL INSPECT ALL STORMWATER SYSTEMS AT LEAST ONCE EVERY 2 MONTHS, & FOLLOWING SIGNIFICANT RAIN EVENTS. ANY
ACCUMULATED SEDIMENT SHALL BE REMOVED. STONE INFILTRATION BED SHALL BE MAINTAINED TO ORIGINAL DESIGN DIMENSIONS.
CALCULATIONS:
Lot Size: 6,296 SF
Proposed House Impervious Area: 1,789.1
Proposed Gravel Driveway Impervious Area: 315.0 SF
Total Impervious Area: 2,104.1 SF (33.4%)
Existing BUA on Lot Prior to Demolition: 923 SF
Proposed BUA Runoff on Lot to be Collected: 1,789.1 SF
ROOF COLLECTION:
Bed Capacity per Linear Ft (256' Bed)
40% Aggregate Voids
6" Perforated Pipe
(2'x 3h V-0.196 CF)x 0.4 + 0.196 = 2.5 CIF per Ft
PROPOSED ROOF AREA "A"
Impervious Area to be Collected: 1,335.1 SF
Storage Volume: 1,335.1 SF x 1.51nch = 166.9 CF
Required Trench Length = 166.9 / 2.5 = 66.7 Ft.
Use Two (2) Stone Infiltraton Beds:
One (1) 45 Ft - 2'x3' Bed w/ 6" pipe
One (1) 22 Ft - 2'xT Bed w/ 6" pipe
PROPOSED ROOF AREA "B"
Impervious Area to be Collected: 454 SF
Storage Volume: 454 SF x 1.51nch = 56.75 CIF
Required Trench Length = 56.75 / 2.5 = 22.7 Ft.
Use One (1) Stone Infiltration Bed:
23 Ft - 2'x3' Bed w/ 6" pipe
hP..,.,14GTON, N.
JAN 1 3 OLuiy
,�A UARn.

STORMWATER PLAN
1748 SEAGULL WAY
OCEAN ISLE BEACH, NORTH CAROLINA
FOR
PERMIT PALS
lY x 1B' x B'
SOLIO 4' OR 6' PLASTIC
PIPE TO DOWNSPOUT
2' (MIN) FROM
PILINGS
SEDIMENT DEPOBITI
PORRON OF BLIND
6' PERFORATED PIPE
WITH SYNTHETIC FILTER WRAP
RNISREO GRADE
NON -WOVEN GEOTEXILE FILTER
FABRIC (SPEC: AASHTO M238) ON
SEES. ENDS. BOTTOM. AND TOP
(OVERLAP 6' MIN. AT BREAKS)
:rx�PJMQnas
... �e 1. :. . 20611419
3'-0'
CAP ENDS OF PIPE INSIDE BED FABRIC
(IF NOT CONNECTED TO INLET)
GC:�; Wl!. 446TON fY
JAN 1 8 26iy
NON -WOVEN GEOTEXDLE FABRIC (SPEC:
^-AASITO M208) ON SOES. ENDS. TOP. AND
\\ BOTTOM (OVERLN 6' MIN. AT BREAKS)
`-FILL/COVER
NO. 57 STONE
ATED PIPE WITH
FILTER FABRIC ARAP
SHAT
SECTION VIEW
STONE INFILTRATION BED SYSTEM
NTS
'<tk CARe.' `' ..

STORMWATER PLAN
1748 SEAGULL WAY
OCEAN ISLE BEACH, NORTH CAROLINA
FOR
PERMIT PALS
ul
0
� J
Lot 3
cn
N
Ex. House SEDIMENT
1,335.1 SF OF PROPOSED ROOF 1744 FENCE rn x
AREA SHALL BE GUTTERED FOR (TYP.) No
STORMWATER COLLECTION, WITH 9.0'89'
RUNOFF CONVEYED TO STONE o xx
INFILTRATION BED "A" S.t' —8x8'1
6" SOIL D PIPE X
//S.t S 85'36'53" W n Center
CONNECTING GUTTERS x78---
TO STONE N 8747'29 E 6§-94 — 8.0 8.0' 36.04'
INFILTRATION BED
15%7,
�lli X x7.6' 6296.0 Sq. Ft.
x 7.3'
9A h /d7' /i'' 8.5 8.4'
�, FT x z
Z STONE' ST w
3 I INFILTRATION o m `n w% ���
S. BED ..A.. i m �/ x7.7'
w (TYP. —SEE o " q
DETAIL) < z x '8
IFp x o �. 8.6 0 8.5 'I x7.8'
7.9' Jo 8.6' " rn
al
L N a PROPOSED / rtil_ ,,vuTO x on
to + cn
i HOUSE 3/ IAN 1 o Is [uicri
7.8FFE = 8.6' q x
7.2'
� ' �@ Z
gym\ 0 1�40 b x /
f \ III 1 07. 8.3' $ 7.8'
I I 7.2'
7.5' /
v \ covers / x
l \\. 7. Driveway j 6.9'
1
7 x 6.8'
7.2"'v 7 'I
i m6' 7.5' S 82' 29" W 69.93' 'r p 0' x
_ Nail Set in
6t6.8' 70'�— % f0n 1\ CAN Pedestal
x Zone VE 14'
10.90 59' SIab=7.1 ZO-iC
GUTTER DOWNSPOUT x Lot 454 SF OF PROPOSED ROOF
SIab=7.03' AREA SHALL BE GUTTERED FOR
CLEANOUT CONNECTION Ex. Hou
(TYP. — SEE DETAIL) 1752 STORMWATER COLLECTION, WITH
RUNOFF CONVEYED TO STONE
F(TYP
NE INFILTRATION INFILTRATION BED "B"
BED "B" _ r
. —SEE DETAIL) c
LEGEND o
0 Roof Area "A" o
Rnnf ArPn "R

STORMWATER PLAN
1748 SEAGULL WAY
OCEAN ISLE BEACH, NORTH CAROLINA
FOR
PERMIT PALS
SEEDING MIXTURE
PERMANENT SPECIES
COASTAL BERMUDAGRASS
RATE (lb/acre)
50
TEMPORARY SPECIES (AS REQ'D) RATE (lb/acre)
WINTER (SEPTEMBER-APRIL)
RYE (GRAIN) 50
SUMMER (MAY -AUGUST)
GERMAN MILLET 40
SEEDING NOTES
1. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES, AS WELL AS SEVERELY ERODED AREAS,
SHALL BE STABILIZED BY ESTABLISHING A PERMANENT GRASS COVER. SEEDING MIXTURES SHALL BE
SELECTED BASED ON THE SOIL TYPE PRESENT, SEASONAL CONDITIONS, AND OTHER FACTORS AFFECTING
GROWTH. THE FOLLOWING APPLICATION METHODS MAY BE USED AS OUTLINED IN THE DENR EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL. IT IS RECOMMENDED, HOWEVER, THAT A
SPECIALIST BE CONSULTED AND SOILS TESTING PERFORMED TO ENSURE DESIRED RESULTS BASED ON PARTICULAR SITE
CONDITIONS.
A. CULTIVATE AREA TO A 5-INCH DEPTH
B. APPLY 4,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE (OR IN ACCORDANCE WITH SOIL TESTS)
C. APPLY 10-10-10 COMMERCIAL FERTILIZER AT 1,000 LB/ACRE (OR IN ACCORDANCE
WITH SOIL TESTS)
D. MULCH WITH GRAIN STRAW AT 3,250 LB/ACRE TO 4,350 LB/ACRE
E. ANCHOR BY TACKING WITH WITH ASPHALT EMULSION, ROVING, NETTING, OR BY CRIMPING WITH
A MULCH ANCHORING TOOL
2. WHEN IT IS NOT POSSIBLE TO ESTABLISH A PERMANENT GRASS COVER IN A REASONABLY SHORT
PERIOD OF TIME DUE TO CONDITIONS, A TEMPORARY GRASS COVER SHALL BE ESTABLISHED. THIS
TEMPORARY COVER SHALL INCLUDE ANNUAL GRASSES OR SMALL GRAINS, SUCH AS RYE GRASS.
PERMANENT VEGETATION MUST STILL BE ESTABLISHED. MULCH MUST BE APPLIED WHEN SEASONAL
CONDITIONS DO NOT ALLOW PERMANENT OR TEMPORARY GRASS ESTABLISHMENT, BUT MUST BE USED
FOR THE SHORTEST PRACTICAL DURATION, AND NOT WHEN PERMANENT OR TEMPORARY VEGETATION METHODS MAY BE
USED. TOPSOIL SHALL BE USED WHEN NECESSARY TO ESTABLISH VEGETATIVE COVER.
3. IRRIGATE AS NECESSARY TO OPTIMIZE GROWTH. r-- —_,� r_
4. SLOPES STEEPER THAN 3:1 GRADE SHALL BE STABILIZED WITH CENTIPEDE OR BERMUDAGRASS SOD. TON, N(
GRASSING NOTES JAN t ; iu6
\�,�Illllliiii

mt:!UuIVCU z I IVuv 10 (J.Jy IJ.Ill j
I, Samuel T. Inman certify that this plat was drown under my supervision from
an actual survey made under my supervision (deed description recorded in Book
3238 . Page 987 . eta.) (other) see references; that the boundaries not surveyed
are clearly indicated as drawn from Information found yilluA lr reon; that
the ratio of precision as calculated is 1:7500+; tl 3VeVepored in
occordonces with G.S. 47-30 as amended. POtniva ip • t license
number and seal t#ls 19th day of Novunbeg, .�yQ Es8/.•.•._ �'_ 4
Surveyor
a
to ;'�g�Ry�'•'
, 74 •• ....•••
04' LPL T. 1N •`�`
\
Lot 3
\
Ex. House
1744
,\
67 4729" E 6994
N
"�
7.6
_
Z'I &13' 11.55\
--•-1p `- m
o qJl'
PT
g
3
r
}
opZ m_
'o, m
(
\
f 5.6 X of
I Elevator
I (Not Un&r Noun
a
N I N a
n Roof line)
\. �� Proposed House
oo 0, g 1748 '• ��
I
�` o
•
\ I' C�� ZorN AE 13' I,
I
�
n
?aE\ Al. ' o
\ I � 31, i
$ m g
.
14
porch
(2V F
g�1
i
,
�, �•
_Covered
7.7'
CIt
333--
LOCATION NAP
M
Zoning - Brunswick County. R-7500
Front: 25'
N
Rear: 9'
Side: 5'
1 �
r, Im
m
N
O
TSM-#60 Nail Set
in Centerline of Crushed Stone Stre
\ \t -1.46 Zone VE 14'
taAO' 14.59'
Lot 1
Ex. House
1752
Total Lot Area = 6296.0 Sq. Ft.
Proposed Impervious Area for House w/Eave - 1385.9 Sq. Ft
Proposed Impervious Area for Covered Porch w/Eave - 363.0 Sq. Ft
Proposed Impervious Area for Elevator Shaft w/Eave - 40.2 Sq. Ft
Proposed Impervious Area for Grovel Driveway = 315.0 Sq. Ft.
Total Proposed Impervious Area = 21D4.1 Sq. Ft. = 33.4%
Total AEC Area = 4545.0 Sq. Ft
Proposed Impervious Area for House w/Eove - 1385.9 Sq. Ft
Proposed Impervious AEC Area for Covered Porch w/Ewe - 363.0 Sq. Ft
Proposed Impervious Area for Elevator Shaft w/Eave - 40.2 Sq. Ft
Proposed Impervious AEC Area for Gravel Drivewcy = 125.0 Sq. Ft
Total Proposed Impervious AEC Area = 1914.1 Sq. Ft - 42.1 %
30% Allowable Impervious AEC Area = 1363.5 Sq. Ft
S 85'36'53 Elev.=8.75' (NAVD '88)
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LEGEND : I Plot Plan, Spot Elevations and Boundary Survey Of
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