SW8031026_HISTORICAL FILE_20200515

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Q,3�n OS(
YYYYMMDD

STATE STORMWATER SYSTEM CALCULATIONS
THE HAMPTONS -- PHASE 2
Existing Permit No. SW8 031026
Brunswick County, NC
For
Caw Caw Land Corporation
252 S. Middleton Dr., NW
Calabash, NC 28467
910-845-6928
January 2020
PreparKd by°�/ r I'
NORRIS & TUNSTALL CONSULTIN NGI EER , P.C.
1429- Ash — Little River Road
Ash, North Carolina 28420
[phone]
[phone] (Fax)
License # C-3641
N&T Project No. 19141
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STORMWATER SYSTEM & EROSION CONTROL NARRATIVE
M.
nECEIVEt.
.BAN 2 7 2 .
THE HAMPTONS - PHASE 2
Existing Permit No. SW8 031026
Brunswick County, NC
For
Caw Caw Land Corporation
252 S. Middleton Dr., NW
Calabash, NC 28467
910-845-6928
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January 2020
Prepared by:
NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C.
1429- Ash -- Little River Road
Ash, North Carolina 28420
[phone]
[phone] (Fax)
License # C-3641
N&T Project No. 19141
JAB' 2 7 2OZO � ;

I

NARRATIVE
THE HAMPTONS — PHASE 2
River Basin: Lumber
Receiving Stream Name: Caw Caw Swamp
Stream Class: C;Sw
Stream Index Number: 15-23
The project site is a 341.88 AC tract located at the intersection of Number 5 School
Road & North Balfour Drive in Ash, NC. The soils of the site consist of GoA and Ly fine
sandy loam and NoB loamy fine sand with grades ranging from 1 % to 5%. Approximately
51:67 AC will be graded to allow construction of a phased residential subdivision with
paved parking and paved access. The runoff from the site is estimated using the SCS
method 10-year design storm and rainfall data for the area. The first phase of construction
is scheduled to begin as soon as all permits and approvals are obtained.
EROSION CONTROL MEASURES:
The attached plans and specifications outline the requirements for erosion control
measures. Silt fencing will be provided along each side of the entrance drive where
stormwater would be expected to sheet flow from disturbed areas directly to adjacent
property. Gravel check dams will not be provided unless the Contractor has to temporarily
discharge into an open ditch instead of the proposed storm drain outfall. The detention
pond will be used as a silt basin during construction and restored to its design contours
prior to completion. A gravel construction entrance will be constructed at the connection
point to North Balfour Drive. Maintenance will be provided by the grading contractor and
developer.
STORMWATER MANAGEMENT MEASURES:
The project site is located in Brunswick County and has been previously permitted
under SW8 031026. Land disturbing on the site will exceed one acre; which requires the
site to comply with Brunswick County and NCDEQ Regulations. Stormwater ponds 1-5
will remain unchanged, ponds 6 and 7 will be modified, and pond 8 will be eliminated.
See the attached plans and calculations for further detail. The stormwater runoff from the
proposed development will be directed to the modified stormwater detention ponds 6 &
7. The stormwater detention ponds were designed to accommodate this site at 46.92%
and 50.61 % impervious area lot coverage.
2

CONSTRUCTION SEQUENCE:
The contractor will install the gravel construction entrance and silt fence prior to
beginning any clearing and grading operations. Additional silt fence will be installed when
and if conditions warrant during construction. The detention pond/silt basin will be
constructed immediately after that portion of the site is cleared, and outlet structure with
protection will be installed. Disturbed areas will be landscaped or seeded upon
completion.
41

EROSION CONTROL NOTES AND MAINTENANCE PLAN
1. All erosion and sediment control measures will be checked for stability and
operation following every runoff -producing rainfall, but in no case, less than once
every week and within 24 hours of every half -inch rainfall.
2. All points of egress will have construction entrances that will be periodically top -
dressed with an additional 2 inches of #4 stone to maintain proper depth. They
will be maintained in a condition to prevent mud or sediment from leaving the site.
Immediately remove objectionable material spilled washed or tracked onto the
construction entrance or roadways.
3. Sediment will be removed from hardware cloth and gravel inlet protection, block
and gravel inlet protection, rock doughnut inlet protection and rock pipe inlet
protection when the designed storage capacity has been half filled with sediment.
Rock will be cleaned or replaced when the sediment pool no longer drains as
designed. Debris will be removed from the rock and hardware cloth to allow proper
drainage. Silt sacks will be emptied once a week and after every rain event.
Sediment will be removed from around beaver dams, dandy sacks and socks once
a week and after every rain event.
4. Diversion ditches will be cleaned out immediately to remove sediment or
obstructions from the flow area. The diversion ridges will also be repaired. Swales
must be temporarily stabilized within 21 calendar days of cease of any phase of
activity associated with a swale.
5. Sediment will be removed from behind the sediment fence when it becomes half
filled. The sediment fence will be repaired as necessary to maintain a barrier.
Stakes must be steel. Stake spacing will be 6 feet max. with the use of extra
strength fabric, without wire backing. Stake spacing will be 8 feet max. when
standard strength fabric and wire backing are used. If rock filters are designed at
low points in the sediment fence, the rock will be repaired or replaced if it becomes
half -full of sediment, no longer drains as designed or is damaged.
6. Sediment will be removed from sediment traps when the designed storage
capacity has been half filled with sediment. The rock will be cleaned or replaced
when the sediment pool no longer drains or when the rock is dislodged. Baffles
will be repaired or replaced if they collapse, tear, decompose or become
ineffective. They will be replaced promptly. Sediment will be removed when
deposits reach half the height of the 1 st baffle. Floating skimmers will be inspected
and kept clean weekly.
7. Sediment will be removed from the sediment basin when the design storage
capacity has been half filled with sediment. Rock will be cleaned or replaced when
the sediment pool no longer drains or if the rock is dislodged. Baffles will be
repaired or replaced if they collapse, tear, decompose or become ineffective. They
will be replaced promptly. Sediment will be removed from baffles when deposits
4

reach half the height of the V baffle. Floating skimmers will be inspected weekly
and will be kept clean.
Land Quality Requires:
8. All seeded areas will be fertilized, reseeded as necessary and mulched according
to specifications in the vegetative plan to maintain a vigorous, dense vegetative
cover. All slopes will be stabilized within 21 calendar days. All other areas will be
stabilized within 15 working days.
Water Quality Requires:
9. All seeded areas will be fertilized, reseeded as necessary and mulched according
to specifications in the vegetative plan to maintain a vigorous, dense vegetative
cover. All perimeter dikes, swales, ditches, perimeter slopes, all slopes steeper
than 3' horizontal to 1' vertical (3:1) and all high quality water (HQW) zones shall
be provided temporary or permanent stabilization with ground cover as soon as
practicable but in any event within seven (7) calendar days from the last land -
disturbing activity. All other disturbed areas shall be provided temporary or
permanent stabilization with ground cover as soon as practicable but in any event
within fourteen (14) calendar days from the last land -disturbing activity.
10. Flocculants will be used to address turbidity issues. The pumps, tanks, hoses and
inject systems will be checked for problems or turbid discharges daily.
11. Refer to new NPDES rules regarding basin outlet structures and skimmers shall
withdraw water from the surface.
9

SECTION 02920
SOIL EROSION AND SEDIMENTATION CONTROL
GENERAL
1.1 Contractor shall take every reasonable precaution throughout construction to prevent
the erosion of soil and the sedimentation of streams, lakes, reservoirs, other water
impoundments, ground surfaces, or other property as required by State and Local
regulations.
1.2 The Contractor shall install all required silt fences, and construction entrances at the
initiation of work, and have these measures reviewed and approved by the local
permit authority prior to clearing and grading operations.
1.3 The Contractor shall, within 21 days of suspension or completion of land disturbing
activities, provide permanent protective covering for disturbed areas. Temporary and
permanent erosion control measures shall be coordinated to assure economical,
effective, and continuous erosion and siltation control throughout the construction
and post -construction period. Use the specified seed for both temporary and
permanent seeding.
2. PRODUCTS
2.1 Asphalt for anchoring mulch shall be Type SS-1 Emulsion.
2.2 Fertilizer shall be 10-10-10 grade or equivalent.
2.3 Lime shall be dolomitic agricultural ground limestone containing not less than 10
percent magnesium oxide.
2.4 Mulch shall be small grain straw, hay, wood chips, asphalt emulsion, jute or other
suitable material free of undesirable weed seed.
2.5 Phosphate shall be 20 percent superphosphate or equivalent.
2.6 Seed shall be 20% carpet grass, 24% Bermuda, 20% turf Fescue, 10% Creeping
Red Fescue, and 24% Annual Rye grain. Bermuda seed shall be hulled for warm
weather planting and unhulled for cool weather planting. Purity of seed shall be a
minimum of 98 percent and germination shall be a minimum of 85 percent.
2.7 Silt fence shall consist of NCDOT Class A fabric supported by metal posts spaced
not more than 6 feet on center. The bottom of the fabric shall be buried a minimum
of 6 inches.
2.8 Gravel for check dams shall be #57 washed stone.
2.9 Aggregate for construction entrance shall be #4 washed stone.
9

2.10 Stone rip rap for check dams and erosion control shall be NCDOT Class A or B as
shown.
3. EXECUTION
3.1 General: Take every practicable measure during construction or suspension to work
to minimize erosion and siltation. Measures should include good construction
practices, temporary physical barriers to sediment travel, settling basins for new
ditches, and establishment of vegetative cover.
3.2 Construction Practices
3.2.1 Avoid dumping soil or sediment into any wetland or watercourse.
3.2.2 Maintain an undisturbed vegetative buffer where possible between a natural
watercourse and trenching and grading operations.
3.2.3 Avoid equipment crossings of streams, creeks, and ditches where practicable.
3.2.4 Grade all cut, fill and ditch slopes to minimum slope of 3:1, unless otherwise shown
or directed.
3:3 Temporary Physical Barriers are required where sedimentation on offsite property or
excessive erosion is a problem.
3.3.1 Mulch shall be used for temporary stabilization of areas subject to excessive erosion
and for protection of seedbeds after planting where required.
1. Apply grain straw and hay at a rate of 75 to 100 pounds per 1,000 square feet
and wood chips at a rate of 500 pounds per 1,000 square feet. Jute and mesh
should be installed as per manufacturer's instructions.
2. Asphalt emulsion for slope stabilization should be applied at a rate of 1,000
gallons per acre. Asphalt emulsion used for anchoring straw should be applied
at a rate of 150 gallons per ton of straw.
3.3.2 Silt Fences shall be used at the base of slopes to restrict movement of sediment
from the site. Clean silt fence of accumulated sediment after each rainfall event or
when it exceeds a depth of 0.5 feet above natural grade.
3.3.3 Stone Check Dams, placed at the discharges of creeks, ditches, and swales, shall
consist of Class A or Class B erosion control stone at minimum two feet high and
three feet thick across the watercourse, with a one foot thick layer of gravel on
upstream side. Remove sediment if accumulated to a depth of 1.0 feet at upstream
face.
7

3.4 Vegetative Cover: Establish and maintain, permanent vegetative cover on all
unpaved areas disturbed by the work.
3.4.1 Preparation of Seedbed: Areas to be seeded shall be scarified to a depth of 4 inches
and until a firm, well pulverized, uniform seedbed is prepared. Lime, phosphorous
and fertilizer shall be applied during the scarification process in accordance with the
following rates:
Lime: 45 pounds per 1000 square feet
Phosphorous: 20 pounds per 1,000 square feet
Fertilizer: 17 pounds per 1000 square feet
3.4.2 Seeding: Disturbed areas shall be seeded with 2 to 3 pounds per 1000 square feet
of the specified seed mixture. Seed shall be worked into the bed to a depth of 114
inch. Regrade and seed eroded areas immediately
3.4.3 Mulch all areas immediately after seeding. Mulch shall be applied and anchored as
specified hereinbefore. Reapply as necessary to retain cover until grass is
established.
3.5 Construction Entrance: Provide an aggregate drive, 20 feet wide by 50 feet long by
6 inches thick at each entrance to the site used by construction vehicles, until such
time as the permanent roadway is constructed. Remove soil if accumulated to a
depth greater than 0.5 inches.
3.6 Maintenance: The Owner and Contractor shall be responsible for maintaining all
temporary and permanent erosion control measures. Temporary structures shall
be maintained until such time as vegetation is firmly established in the area
protected by the structure. Permanent streambank protection and grassed areas
shall be maintained until completion of the project. Areas that fail to show a
suitable stand of grass or which are damaged by erosion shall be immediately
repaired.
END OF SECTION
9

C201905202005
0* R 1 - E !
BUSYNESS CORPORATION ANNUAL REPO
LO.2017
NAME OF BUSINESS CORPORATION: Caw Caw Land Corporation
SECRETARY OF STATE ID NUMBER: 0246860 STATE OF FORMATION: NC
REPORT FOR THE FISCAL YEAR END:
SOSI D: 0246860
Date Filed: 2/20/2019 11:59:U11 I'N1
Elaine F. illarshali
North Carolina Secretary of'State
C2019 052 02005
12/31/2018
SECTION A: REGISTERED AGENT'S INFORMATION JAW 11
1. NAME OF REGISTERED AGENT: Mason H Andersonit
2. SIGNATURE OF THE NEW REGISTERED AGENT:
❑X Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED OFFICE STREET ADDRESS & COUNTY 4. REGISTERED -OFFICE MAILING ADDRESS
252 S: Middle#orl-Dr.-NW- — 252-S-Middl6tbn Dr. -NW
Calabash, NC 28467 Brunswick Calabash, NC 28467
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate Sales/Golf Course Operations
2. PRINCIPAL OFFICE PHONE NUMBER: [phone]
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY
252 S. Middleton Dr. NW
Calabash, NC 28467 Brunswick
3. PRINCIPAL OFFICE EMAIL Privacy Redaction
5. PRINCIPAL OFFICE MAILING ADDRESS
252 S. Middleton Dr, NW
Calabash, NC 28467
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C. OFFICERS (Enter additional officers in Section E.)
NAME: Mason H. Anderson NAME: Jimmy A McLamb
TITLE: President
ADDRESS:
252 S. Middleton Dr. NW
Calabash, NC 28467
TITLE: Treasurer
ADDRESS:
450 Dunlieth St NW
Calabash, NC 28467
1AN 2 7 2020
1=
BY.
NAME: George A Sloane III
TITLE: Secretary
ADDRESS:
16 Causeway Dr.
Ocean Isle Beach, NC 28469
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must he completed in its entirety by a person/business
entity.Alw-zr� y
IAIX f
SIGNATURE DATE
Form must be signed by an officer listed under Section C of this form.
Print or Type Name of Officer Print or Type Title of Officer
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF $25
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29625, Raleigh, NC 27626-0525

4
`V-
{
L " ICLES OF INCORPORATION
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t�
OF
��.'.CAW CAW LAND CORPORATION
c.
1, the undersigned, being a person of the age of
twenty --one years or more, acting as incorporator for the
purpose of creating a corporation under the laws of the State
of North Carolina as contained in Chapter 55 of the General
Statutes of North Carolina, entitled "Business Corporation
Act," and the several amendments thereto, do hereby set forth:
1. The name of the corporation is CAW CAW LAND
CORPORATION.
2. The period of duration of the corporation shall
be perpetual.
3. The purposes for which this corporation is
organized are as follows:
SDCtion 1. To conduct any business allowed under
the laws of the State of North Carolina. To
engage in activities which are necessary,
suitable or convenient for the accomplishment of
those purposes or which are incidental thereto or
connected therewith; and to conduct its
corporation and carry out those purposes in any
state, territory, district or possession of the
United States to the extent not forbidden by law.
Section 2} This corporation shall have all the
powers specified in Section 55-17 of the Borth
Carolina Business Corporation Act of the North
Carolina General Statutes.
4. The corporation shall have authority to issue one
hundred thousand (100,0o0) shares divided into
one class. The designation of such class is
common stock having no par value.
5. The address of the initial registered office of
the corporation in North Carolina is 111 Pine
Street, Shallotte, Brunswick County, North
Carolina 28459, and the name of the initial
registered agent at such address is Mason H.
Anderson.
6. The number of directors of the corporation may be
fixed by the by-laws but shall not be less than
two nor more than seven.
7. The minimum amount of consideration to be
received by the corporation as consideration for
the issuing of its shares before it shall
commence corporation shall be Five Hundred
($500.00) Dollars in cash or property or the
equivalent value.
8. The number of directors constituting the initial
Board of Directors shall be four (4) and the
names and addresses of the persons who are to
serve as Directors until the first meeting of the
corporation or until their successors are elected
and qualified are:
ECEIVE
JAN 212010

NAMe Address
Mason H. Anderson III Pine Street
Shallotte, NC 28459
George A. Sloane, III 16 Causeway Drive
Ocean Isle Beach, NC 28459
W. J. MCLamb, Jr. P. O. Bog 338
Shallotte, NC 28459
Jimmy MCLamb Route 4
Shallotte, NC 28459
9. The name and address of the incorporator is:
N aEa-e Address
Mason H. Anderson Ill Dine Street
Shallotte, NC 28459
IN TESTIMONY WHEREOF, I have hereunto set my hand this
the day of �z?&- 1989.
Ma H. Anderson,
IncXTporator
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
II L Notary Public, do hereby certify
that Mason H. Anderson personally appeared before me this day
and acknowledged the due execution of the foregoing instrument
for the purposes therein set forth.
WITNESS my hand and official seal this day
_ ..: .: .. 1.989.
G«6•�-(SEAL).
Notary Pubes
NY-�Commission Expires:
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JAN 2 r Zozo

1
�1Brunswick 1111un111Y. 19114111e1114f11r of 835d?�1?e18f62PROP
Present 0 _W& 2,_ et:_
QTatal Rat,
Ck $ CS: t� 1Csah S
Refund: r. s _-- ridtance
❑ Pomons of docunarrt ;a L :.�nGiLon
of original. '
C Wrant conteins seals verred by or:airaf
I aenlhatcanrgtbereprnduceoorm,niad,
STATE OF NORTH CAROLINA
INSTRUMENT OF COMBINATION
COUNTY OF BRUNSWICK
THIS INSTRUMENT OF COMBINATION, made this the ✓4 day of July, 2014, by NC
REAL ESTATE PROPERTY, 1.LC, the Maker of this instrument, of 9319 Forsyth Park Drive, Charlotte,
NC 28273;
WITNESSETH;
THAT WHEREAS, the Maker of this INSTRUMENT OF COMBINATION ("Maker") owns Lots
477, 478, 479 and 480; Phase I, The Hamptons located in Brunswick Plantation, which lots were
conveyed to the Maker by the Deeds recorded in Book 2606, Page 1045, and Book 3486, Page 968 and
combined into that certain 2.09 acres, more or less, as shown on Map Cabinet 82, Page 87 of the
Brunswick County Registry;
WHEREAS, the Maker also owns Lot.476,.Phase I, The Hamptons located in Brunswick
Plantation, which lot was conveyed to the Maker by the Deed recorded in Book 3538, Page 750 of the
Brunswick County Registry; and
WHEREAS, Maker wishes to combine the above -referenced property into one tract of land and
comply with all applicable Brunswick County Zoning and Subdivision Ordinances; and
WHEREAS, this is a limited special purpose instrument for the purposes specified above and is
not a conveyance and does not change or modify in any manner the ownership interests in the above -
referenced property; and
WHEREAS, upon execution and recordation of this INSTRUMENT OF COMBINATION, the
above -referenced property is hereby combined into a single tract of land and shall hereafter be described
as follows:
Tract One:
Being all of that certain 2.09 acres, more or less, being the combination of Lots 477, 478,
479 and 480, Phase 1, The Hamptons located in Brunswick Plantation, as shown on the
This instrument prepared by The Webster Law Firm, PC, 790 Sunset Blvd. N Ste. 4, Sunset Beacik111W `
WITHOUT OPINION ON TITLE. �i5E' E
MAR 2 6 ' ,
BY:

v 9 Hi

1111111111111111! 11111111111111111111 83554 P0153 1155:-07-2014
8 M P005
. Clemmons POP
Brunsulck Ceunky, NC tglattr of Deeds Pape 2 of 2
Survey for N. C. Real Estate Property, LLC prepared by James R. Tompkins, PLS, dated
February 18, 2014, a copy of the plat of which is recorded in Map Cabinet 82, Page 87 of
the BrunswickCounty Registry.
For hack reference see the Deeds recorded in Book 2606, Page 1045, Book 3486, Page 968
and the Instrument of Combination in Book 3509, P gc+3I0 of the Brunswick County
Registry.
Tract Two:
BEING all of Lot 476, Phase 1, The Hamptons located in Brunswick Plantation, according
to a Survey by James R. Tompkins, PLS, dated May 15, 2006 and Revised March 26, 2007,
a copy of the plat of which is recorded in Map Cabinet 37, Pages 76 - 77 of the Brunswick
County Registry.
For back reference see Book 3538, Page 750 of the Brunswick County Registry.
IN WITNESS WHEREOF, the Maker has caused this instrument to be executed the day and year
first above written.
NC REA STATE OPERTY, LLC
By:
Sunnex Investment Inc., Manager of
NC Real Estate Property, LLC by Lena L. Melton,
Secretary of Sunnex Invesment Inc.
STATE OF NORTH CAROLINA
COUNTY OF MECKLENBURG
1, 5 t( a Notary Public, in and for the State and County aforesaid, do
hereby certify that Lena L. Melto , Secretary of Sunnex Investment Inc., Manager of NC Real Estate
Property, LLC., personally appeared before me and being duly sworn says that she is a duly authorized
agent of Sunnex Investment Inc. and as such has the authority to act in and for said corporation; I have
personal knowledge of the identity of the above named authorized agent, and that she acknowledged to
me that she signed the foregoing or annexed instrument on behalf of Sunnex Investment Inc., Manager of
NC Real Estate Property, LLC, in the capacity herein stated and she acknowledged the said writing to be
the act and deed of Sunnex Investment Inc., Manager of NC Real Estate Property, LLC.
Witness my hand and official seal or stamp, this 3 C day of July, 2014.
=A.EKANQicrth CamOrsJan. 27. 2019
(Seat or Stamp)
�f Notary Public Official t azure
hart ,/— st n
Notary Printed or Type ame
My Commission Expires: ' 2 � 9

Brend M. Cl mnon5:49°oe7
Brunswick County. NC Register of Deeds page 1 of 2
Brenda M. Clemmcns Register of Deeds
04-24-2eeq 16:19:49.007 Brunswick County, NC
NC REVENUE STAMP: $350.00 (i1168802)
presen`er _
Total
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Refund Fnance
❑�Ll'w Eton
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❑DOWtf�Prtfl��•;.:n; ;c ,�<�r..rr.", hyn iPJl
NORTH CAROLINA WARRANTYDEED
This Deed, Made this 23rd day of April , 2009, by and between
GRANTOR
CAW CAW LAND CORPORATION,
a North Carolina Corporation
GRANTEE
JEFFREY CEGALIS (Married)
2917 ,Major Ridge 'frail
Duluth, CA 30097
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.
WITNESS ETH:
The Grantor, for a valuable consideration paid by the Grantee, the receipt of which is
hereby acknowledged, has and by these presents (toes grant, bargain, sell and convey unto the
Grantee in fee simple, subject to the reservations and restrictions hereinafter stated, all that certain
lot or parcel of land situated in Shallotte Township, Brunswick County, North Carolina, and more
particularly described as follows:
BEING all of Lot 454-A, Phase 1, The Hamptons located in Brunswick Plantation,
according to a Survey by James R. Tompkins, PLS, dated April 13, 2009, a copy of
the plat of which is recorded in Map Cabinet �`�, Page 7 Ll of the Brunswick
County Registry.
This conveyance is made SUBJECT to the Consolidated Master Declaration and
Development Plan for Brunswick Plantation as recorded in Book 2545, Page 797, the
Amendment thereto recorded in Book 2639, Page 1232, and the Supplemental
Declaration for Phase 1, (The Hamptons Lots 441 - 480), Brunswick Plantation
recorded in Book 2583, Page 529 (which, among other things, limits Impervious
Coverage by structures and/or paved surfaces to 15,000 square feet), all of the
Brunswick County Registry.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges (hereunto
belonging to the Grantee in fee simple, subject to the reservations and restrictions set out above.
And the Grantor covenants with the Grantee that the Grantor is seized of the premises in fee
simple, has the right to convey the same in fee simple, the title is marketable and free and clear of
ECEIVE
Prepared by The Anderson 1,aw Firm, PLLC (Shallotte, NC) Without Opinion on Title MAR y 6 2
BY: L �+ i

fllli III I I Illllll III I I fill II III III Brenda ��5 l n c ;5'a9�om
Drunsuiek County, NC Register of Deeds page 2 of 2
all encumbrances, and the Grantor will warrant and defend the title against the lawful claims of all
persons whomsoever, reserving and preserving, however, the reservations, restrictions and
exceptions set out above.
IN TFSTLMONY WHEREOF, the Grantor has caused this instrument to be signed in its
corporate name by its duly authorized officer, by authority of its Board of Directors, the day and
year first above written.
CAW CAW LAND CORPORATION
STATE OF NORTII CAROLINA
COUNTY OF BRUNSWICK
1, a Notary Public, in and for the State and County aforesaid, do hereby certify that
Mason IL Anderson, President of Caw Caw Land Corporation, personally appeared before me and
being duly sworn says that he is a duly authorized agent of Caw Caw Land Corporation and as
such has the authority to act in and for said corporation. I have personal knowledge of the identity
of the above named authorized agent, and that he signed the foregoing or annexed instrument w►
behalf of Caw Caw Land Corporation in the capacity herein stated and acknowledged the said
writing to he the act and deed of Caw Caw Land Corporation.
Witness my hand and official seal or stamp, this 23rd day of April 12009.
,�q Y,, !FrIC.IAL SEAL
f 1`4° if�lo:or� Pnbiic. North Carolina
>;St;�_i'f Ca,ln!y of Brunswick
�h,_rrl:I w. t".w�K
' [,1
Notary Public Official Signature
Sherrill W. Hewett
,Notary Printed or Typed Name
(Seal or Stamp) My Commission Expires: 4/16/13

04/09/2005
$3,272.00 12
4 Real Eatare
'F EX so Ta,
RET C444S ALF _
4j TOTAL
2qL REV'g?J-TC# S�
REC# CKAMTd6 • CK# �70
CASH REF -BY
.gala- 1177041
Brunswick Cmmty--Register of Deeds
Robert: J. Robinson
inst #259342 Book 2120Page 1228
04/07/2005 05:1.4:02pm Rec l," 17-V(
�` -� act _� • � �—.
3 p $tlF INT
�..
NORTH CAROLINA WARRANTY DEED
THIS DEED, Made this ,P} day of r c 2005, by and between
GRANTOR
ANDERSON HOLDING CO., a North
Caroling limited partnership
GRANTEE
CAW CAW LAND CORPORATION,
a North Carolina corporation
Post Office Box 4969
Calabash, NC 28467
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.
WITNESSETH:
The Grantor, for 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, its successors and assigns, in fee simple, subject to the reservations and
restrictions hereinafter stated, ail that certain lot or parcel of land situated in Shallotte
Township, Brunswick County, North Carolina, and more particularly described as follows:
TRACT ONE:
PARCEL ONE: ADJOINING the lands of J. L. Simmons, J. B. Bland and
Thomas heirs and others and bounded as follows, to wit: BEGINNING at a
stake in the run of big Caw Caw Swamp, runs S. 43 E. 590 ft. to a stake,
thence S. 30 W. 476 feet to a stake, thence S. 50 E. 1,235 feet, thence S. 230
feet to a stake, thence S. 58 E. 264 feet, thence S. 39.30 W. 289 feet, thence
South 2,430 W. 1792 feet to a stake, thence N. 74 W. 852 feet to a stake,
thence N. I degree 15 E. 568 to a cypress, thence to the westward side of a
cypress branch to the run of Caw Caw Swamp at the Dempsy hole, thence up
Caw Caw Swamp runs to the beginning near mouth of ditch containing one
'hundred acres, more or less, BEING Frederick Elwood Gore's undivided
share in the estate conveyed to Thomas G. Gore, Edgar H. Gore and
Frederick E. Gore by B. K. Gore and wife, R. A. Gore covering Frederick E.
Gore's half in the undivided share of Edgar H. Gore conveyed to Thomas G.
Gore and Frederick E. Gore by Edgar H. Gore. This deed covers Frederick
E. Gore's full interest in the above described estate.
For back reference see Book 72, Page 589, Book 57, Page 501, Book 57, Page
361 of the Brunswick County Registry and the Wills filed in 84E-224 and
84E-227, records of the Clerk of Court of Brunswick County. Also see Deed
Book 1092, Page 863 and Book 1192, Page 525 of the Brunswick County
Registry.
PREPARED BY THE ANDERSON LAW FIRM, PLLC,
WITHOUTOPINION ON TITLE
� FVV
JAN 2 7 10
BY:

Inst # 259342 Book 2120Page: 1229
THERE IS EXCEPTED from the above Parcel that certain .43 acres
conveyed by Grant Gore et ux to Hezekiah Reaves et ux by deed dated
November 3, 1973, recorded in Book 303, Page 460 of the Brunswick County
Registry, and more particularly described as follows:
BEGINNING at an iron stake on the east side of a dead end road leading
from N. C. State Highway 1305 to Grant Gore's farm; said beginning point
being one tenth and seventy five hundredths of a tenth of a mile where said
dead end road leading from Highway 1305 a northerly course; runs thence
with the eastern margin of said dead end road north 4 degrees 45 minutes
east 118.3 feet to an iron stake; thence south 78 degrees east 165.65 feet to an
iron stake; thence south 7 degrees west 116 feet to an Iron stake; thence north
78 degrees 30 minutes west 161 feet to the point of beginning containing forty
three hundredths of an acre more or less.
PARCEL TWO: BEGINNING at a stake near the head of Oakey Branch,
the C. Thomas Corner, runs N. 30 deg. E. about 5 Y: chains to a three foot
ditch; thence down said ditch 4 chains to a stake; thence North about 3
chains to the J. H. Gore line; thence with his line S. 54 deg. E. 4 chains to a
stake the J. H. Gore corner; thence with his line about N. 10 deg. E. with the
old road 8 chains to a stake; thence South 57 deg. East 7.60 chains to road
leading through Spencer Frink's farm; thence S. 22. deg. East 14.60 chains to
George Hill's corner; thence with George Hill's line and other N. 79 deg. W.
about 18 chains to the beginning, containing 20 acres, more or less. Being a
portion of the same tract of land conveyed to Spencer Frink, Jr., and wife,
Pearl Frink by deed from Louis Smith and wife, Rebecca Smith under date
of September 22, 1937, recorded in Book 64 at Page 267, records of
Brunswick County, North Carolina.
For back reference see Book 87, Page 423, Book 1092, Page 863 and Book
1192, Page 525 of the Brunswick County Registry.
TRACT TWO: {r'a�0 0011� �= I O 31- Ob- f5 10 g�
All of that tract or parcel of land located in Shallotte Township, Brunswick
County, North Carolina, containing ninety-six (96) acres, more or less, lying
south of the run of Caw Caw Swamp on a neighborhood road a distance of
approximately 1 1110 miles west of Thomasboro-Longwood Highway which
neighborhood road intersects said highway approximately'/, of a mile north
of Thomasboro and approximately 400 yards north of aid highway to
Number 5 schoolhouse, said tract or parcel of land being bounded on the
north by the run of Caw Caw Swamp, on the east by Rice Gwynn, Jr., on the
south by Rice Gwynn, Jr., and T. Grant Gore, and on the west by T. Grant
Gore and Rice Gwynn, Jr., and more particularly described as follows:
BEGINNING at a point where the run of Caw Caw Swamp is intersected by
the run of Stallion Gully Branch, runs thence with the run of Caw Caw
Swamp south 84 degrees 30 minutes west 300 feet to a large cypress; runs
thence south 5 degrees 15 minutes west 154 feet to a stake; runs thence south
29 degrees 45 minutes west 387 feet to a blackgum, runs thence south 38
degrees 30 minutes east 1402 feet to a stake; thence north 77 degrees west
1365 feet to an old wood stake; runs thence south 30 degrees west 476 feet to
a stake; runs thence south 50 degrees east 940 feet to an iron stake; thence
runs south 52 degrees 30 minutes east 317 feet to an iron stake; runs thence
north 35 degrees east 530 feet to a stake; runs thence south 57 degrees 30
minutes east 480 feet to an iron stake in a ditch beside the Neighborhood
Road leading to the residence of Lacy H. Graham and wife, Janie S.
Graham; runs thence with said ditch south 21 degrees 30 minutes east 985
feet to a stake; thence crossing said road south 77 degrees cast 25 feet to a
stake; thence north 11 degrees east 602 feet to a stake; thence south75
degrees east 130 feet to a stake; thence north 14 degrees 30 minutes east 354
feet to a stake; thence south 82 degrees 45 minutes east 543 feet to a stake in
the run of Stallion Gulley Branch; thence with the run of said branch the

inst # 259342 Book 2120Page: 1230
following courses and distances: North 15 degrees west 300 feet; north 20
degrees cast 900 feet; north 27 degrees west 350 feet to a black gum and an
intersecting ditch; runs thence with said ditch the following courses and
distances: south 21 degrees west 157 feet; south 28 degrees 45 minutes west
75 feet; south 89 degrees 30 minutes west 167 feet; south 81 degrees 15
minutes west 175 feet; north 85 degrees west 185 feet; north 70 degrees west
508 feet; north 20 degrees 45 minutes west 145 feet; north 64 degrees
30minutes west 247 feet; north 58 degrees 30 minutes west 759 feet; south 88
degrees 15 minutes east 320 feet; south 87 degrees 15 minutes east 159 feet;
south 80 degrees 15 minutes east 259 feet; south 76 degrees 30minutes east
120 feet; north 82 degrees 15 minutes east 184 feet to a pine in the run of said
Stallion Gulley Branch; runs thence with the run of said branch north 66
degrees west 900 feet to the place and point of beginning, containing ninety-
six (96) acres, more or less, and being a consolidated survey of those various
tracts or parcels of laud as described in a deed from Spencer Frink and wife,
Pearl Frink, to Lacy H. Graham and wife, Janie S. Graham, dated November
15, 1955, as appears of record in Book 125, Page 6, office of the Register of
Deeds of Brunswick County. All of wbich will more fully appear from a plat
thereof made by Johnnie Bland, Registered Land Surveyor, March 1958,
reference to which is hereby made, which plat is recorded in Plat Book 5,
Page 44, Brunswick County Registry.
This being the same as the First Tract in a deed dated 3 January 1966, by
Margaret S. Prince et vir et a1 to Stanaland's, Inc. and of record in Book 186,
Page 676 of the Brunswick Registry. Also see Book 331, Page 196 of the
Brunswick Registry, and also being the same property described in the deed
from W. E. Stanaland et ux to Stanaland's, Inc. dated April 4, 1979 and
recorded in Book 428, Page 859, Brunswick County Registry.
For further back reference see Book 1070, Page 448, Book 1164, Page 192,
Book 1164, Page 198 and Book 1192, Page 525, Brunswick County Registry.
SAVE AND EXCEPT that property described as Parcels B, C and D
conveyed to Katharine C. Sledge, widow, by deed recorded in Book 1691 at
Page 506 of the Brunswick County Registry, and more particularly described
as follows:
BEING all of Parcel B, containing 2.56 acres, parcel C, containing 2.24 acres
and Parcel D, containing 35.50 acres, according to a survey by James R.
Tompkins, RLS, dated November 20, 2002 and revised December 11, 2002,
December 27, 2002 and January 3, 2003, a copy of which plat is recorded in
Map Cabinet 27, Page 224 of the Brunswick County Registry and
incorporated herein by reference for greater certainty of description.
TRACT THRF.E: � 1066031[--:- 163'7-03-13—,
All of that tract or parcel of land lying and being in Brunswick County,
North Carolina, known as "Woodsland Tract #1 of the Simmons Place -The
Estate of Nell Miles Stone" and being more particularly described as follows:
BEGINNING at a pine on the northern edge of N. C. State Rod #1305 at a
point where it is intersected by the eastern edge of a farm road; thence up
said road north 26 degrees 50 minutes east 830 feet to an iron stake; thence
crossing said farm road north 80 degrees 20 minutes west 89 feet to a pine;
thence north 1 degree 10 minutes west 566 feet t a big cypress; thence north
24 degrees 25 minutes west 214 feet to a pine; thence north 23 degrees east
220 feet to a pine; tbence north 57 degrees 20 minutes east 133.7 feet to a pine
in a ditch; thence with said ditch the following courses and distances: north
15 degrees 45 minutes west 351 feet, north 24 degrees 55 minutes west 164
feet, north 61 degrees west 150 feet, north 6 degrees 45 minutes west 243 feet,
north 33 degrees 30 minutes west 263 feet, north 4 degrees 50 minutes west
256.5 feet, north 7 degrees 45 minutes west 136.5 feet; thence north IS
degrees 45 minutes west 361 feet; thence Borth 42 degrees 15 minutes west
246 feet; thence north 70 degrees 50 minutes west 314 feet to a pipe in the
edge of the run of Caw Caw Swamp at a point known as "The Dempsey
Hole"; thence with the run of Big Caw Caw Swamp in a westwardly

Inst 3 259342 Book 2120page_ 1231
direction about 1,060 feet to an old black gum corner in the Lennon McLamb
line; thence south 2 degrees 10 minutes east 892 feet to a cypress; thence
south 60 degrees 35 minutes east 831 feet to a pine; thence south 52 degrees
15 minutes east 1091 feet to a pine; thence south 20 degrees 55 minutes east
793 feet to a pine; thence south 20 degrees 10 minutes west 845 feet to a pine
on the northern edge of said State Rod #1305; thence with the northern edge
of said road in a southeastwardly direction 82.8 feet to the BEGINNING,
containing 66 acres and being all of Woodsland Tract #1 as shown on a map
entitled "The Simmons Place -The Estate of Nell Miles Stone", as surveyed by
C. B. Berry, RLS, December 11, 1959, and duly recorded in Book of Maps 6
at Page 37 in the office of the Register of Deeds of Brunswick County, North
Carolina.
For back reference see Book 1065, Page 1048 and Book 1192, Page 525,
Brunswick County Registry.
This conveyance is made subject to the mineral rights reservation in Book
1065 at Page 1048, Brunswick County Registry. l r
TRACT FOUR: (1--�I�Onhr-r 1 LIU
BEING ALL, of Parcel A, containing 28.64 acres, and Parcel E, containing
1.26 acres, according to a survey by James R. Tompkins, RLS, dated
November 20, 2002 and revised December 11, 2002, December 27, 2002 and
January 3, 2003, a copy of which plat is recorded in Map Cabinet 27, Page
224 of the Brunswick County Registry and incorporated herein by reference
for greater certainty of description.
For back reference see deed recorded in Book 1401, Page 1070, Book 749,
Page 682 and Book 1691, Page 504 of the Brunswick County Registry.
TO HAVE AND TO HOLD the aforesaid parcel, together with all privileges
and appurtenances thereto belonging unto the Grantee in fee simple, subject to the
reservations and restrictions set out above.
And the Grantor covenants with the Grantee that the Grantor is seized of the
premises in fee simple, has the right to convey the same in fee simple, the title is
marketable and free and clear of all encumbrances, and the Grantor will warrant
and defend the title against the lawful claims of all persons whomsoever, reserving
and preserving, however, the reservations and restrictions set out above.
IN WITNESS WHEREOF, the Grantor has caused this instrument to be duly
executed on the day and year first above written.
ANDERSON HOLDING COMPANY
LIMITD PART ERSIH
JP
BY:
n . Ande n, eneral P rtner
BY: �1— R- (SEAL)
Ann B. Anderson, General Partner

Inst # 259342 Back 2120Page: 1232
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
I, Sherrill, W. Hewett , Notary Public, do hereby certify that MASON H.
ANDERSON and ANN B. ANDERSON, General Partners of Anderson Holding Company
Limited Partnership, personally appeared before me this day and acknowledged the
execution of the foregoing instrument.
WITNESS my hand and official seal this the 1st day of March , 2005.
64 w- ore
Notary Public
My commission expires: 4/16/08 S�'IERRILL W HEWETT
NOTARY PUBLIC
BRUNSWICK COUNTY NC
COMMISSION EXPIRES 4- 1, •na
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
The Foregoing (or annexed) Certificate(s) of
SHERRILL W HEWETT
Notary(ies) Public is (are) Certified to be Correct.
This Instrument was filed for Registration on this 7th bay of April 2005
in the Book and page shown on the First Page hereof. `
t!�
R013EkT J. RO�HNRON, Register of Deeds

NTH91111
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Triantafillopoulos, Ted
From: Thomas Scheetz <[e-mail]>
Sent: Thursday, May 14, 2020 4:45 PM
To: Triantafillopoulos, Ted
Subject: RE: [External] RE: The Hamptons-Phase 2 SW8 031026 (NT#19141)
Yes sir„�63"looks correct if you are counting a combined lot as 1 lot. Sorry for the confusion!
Thanks,
Tommy Scheetz, E.1.
NORRIS & TUNSTALL
-- CONSULTLNG F.NGINEIE:.RS P.C. -
1429 Ash -Little River Road
Ash, NC 28420
910-287-5900 (phone) 910-287-5902 (fax)
[e-mail]
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting
Engineers, Inc. that this electronic information provides design information current as of the date of its release. It shall
be the responsibility of the party receiving the data to examine it to see that it contains the necessary files and
information requested. In transferring the files in electronic media format, Norris & Tunstall Consulting Engineers, P.C.
and Norris, Kuske & Tunstall Consulting Engineers, Inc. makes no representations as to the useability or readablility of
documents resulting from the use of software application packages, operating systems, or computer hardware differing
from those used by Norris & Tunstall Consulting engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. in
the preparation of such data.
From: Triantafillopoulos, Ted <[e-mail]>
Sent: Thursday, May 14, 2020 4:36 PM
To: Thomas Scheetz <[e-mail]>
Subject: RE: [External] RE: The Hamptons-Phase 2 SW8 031026 (NT#19141)
Thanks for the clarification on the combined lots. This is what I am calculating for the new total with the new lot
combinations and your previous provided update for the Max 8UA per lot.
Lots
Number of Lots
Existing 441-453
13
Combined 454-455
1
Existing 456-475
20
Combined 476-480
1
Existing 822-989
168
Existing 990-1003
14
Proposed 1004-1170
167
Proposed 1400-1420
21
Maximum Built -Upon Area. sf
7,500
7,500 x 2 = 15,000 total
7,500
7,500 x 5 = 37,500 total
5,000
5,000
3,500
3,500

Proposed 1507-1515 9 3,500
Proposed 1530-1578 49 3,500
Total 463
Just want to see if I am possibly missing some number or if I am understanding correctly? Thanks!
Ted Triantis
Engineer
Division of Energy, Mineral and Land Resources
North Carolina Department of Environmental Quality
Phone: [phone]
FAX: [phone]
Email: ted.triantis a,ncdenr.gov
127 Cardinal Drive Extension
Wilmington, NC 28405
a� of o�m a+�urr
Email correspondence to and from this address is subject to the
North Carolina Public Records Lave and may be disclosed to third parties
From: Thomas Scheetz [mailto:[e-mail]]
Sent: Thursday, May 14, 2020 3:54 PM
To: Triantafillopoulos, Ted <ted.tnantis ncdenr. ov>
Subject: RE: [External] RE: The Hamptons-Phase 2 SW8 031026 (NT#19141)
You are probably off by 2 lots because the Overall sheet you have shows a typo of the combined lot 476-478 (2 lots) but
it should show 476-480 (4 lots). Does that solve it?
Thanks,
Tommy Scheetz, E.I.
NORRIS & TUNSTAILL
-- CONSULTING ENGINEERS P:C. -
1429 Ash -Little River Road
Ash, NC 28420
910-287-5900 (phone) 910-287-5902 (fax)
[e-mail]
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting
Engineers, Inc. that this electronic information provides design information current as of the date of its release. It shall
be the responsibility of the party receiving the data to examine it to see that it contains the necessary files and
information requested. In transferring the files in electronic media format, Norris & Tunstall Consulting Engineers, P.C.
and Norris, Kuske & Tunstall Consulting Engineers, Inc. makes no representations as to the useability or readablility of
documents resulting from the use of software application packages, operating systems, or computer hardware differing

from those used by Norris & Tunstall Consulting engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. in
the preparation of such data.
From: Triantafillopoulos, Ted <ted.triantisRncdenr.gov>
Sent: Thursday, May 14, 2020 3:47 PM
To: Thomas Scheetz <[e-mail]>
Subject: RE: [External] RE: The Hamptons-Phase 2 SW8 031026 (NT#19141)
Mr. Scheetz,
We have looked at the total lots and are getting a different total number. This is due to lots 476-478 and 454-455
combining into single lots. Please re -calculate the number and send it back to us confirming the corrected number.
We just need this to be clarified by yourself in order to move forward with issuing the permit. It's so close, this pretty
much the missing link! Thanks!
Ted Triantis
Engineer
Division of Energy, Mineral and Land Resources
North Carolina Department of Environmental Quality
Phone: [phone]
FAX: [phone]
Email: ted.triantis(J5�ncdenr.gov
127 Cardinal Drive Extension
Wilmington, INC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
From: Thomas Scheetz [mailto:tscheetz nten ineers.com]
Sent: Wednesday, May 13, 2020 2:48 PM
To: Triantafillopoulos, Ted <[e-mail]>
Cc: Phil Norris <[e-mail]>
Subject: RE: [External] RE: The Hamptons-Phase 2 SW8 031026 (NT#19141)
Ted,
I was mistaken before, the total number of lots will be decreasing to 468. See the below table:
Lots Number of Lots Maximum Built -Upon Area, sf
Existing 441-480 40 7,500

Existing 822-989
168
5,000
Existing 990-1003
14
5,000
Proposed 1004-1170
167
3,500
Proposed 1400-1420
21
3,500
Proposed 1507-1515
9
3,500
Proposed 1530-1578
49
3,500
Total
468
Thanks,
Tommy Scheetz, E.I.
NORRIS & TUNSTALL
CONSULTING ENGME RS PC
1429 Ash -Little River Road
Ash, NC 28420
910-287-5900 (phone) 910-287-5902 (fax)
tscheetzCcDntengineers.com
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting
Engineers, Inc. that this electronic information provides design information current as of the date of its release. It shall
be the responsibility of the party receiving the data to examine it to see that it contains the necessary files and
information requested. In transferring the files in electronic media format, Norris & Tunstall Consulting Engineers, P.C.
and Norris, Kuske & Tunstall Consulting Engineers, Inc. makes no representations as to the useability or readablility of
documents resulting from the use of software application packages, operating systems, or computer hardware differing
from those used by Norris & Tunstall Consulting engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. in
the preparation of such data.
From: Triantafillopoulos, Ted <[e-mail]>
Sent: Wednesday, May 13, 2020 10:33 AM
To: Thomas Scheetz <[e-mail]>
Cc: Phil Norris <[e-mail]>
Subject: RE: [External] RE: The Hamptons-Phase 2 SW8 031026 (NT#19141)
Hi Thomas,
I am still hoping to get the correct number for the newly proposed lots in phase 11. 1 am a little confused as to the total
when looking at the plans provided. We need to get the correct total to try to finish out the permit and record the
correct numbers for the chart below for the allotted amount of BUA for each lot as guided by the newest deed
restriction and protective covenances. Please send me an email letting me know the lot #'s and the total # of lots for
phase 11.
Attachment B
Built -upon Area (BUA) Allocations
Lots
Number of
Maximum Built -Upon
Lots
Area, sf
441-569
128
7,500
822-1184
362
5,000
It? ??{
t???
3,500

Total ?M
Ted Triantis
Engineer
Division of Energy, Mineral and Land Resources
North Carolina Department of Environmental Quality
Prone: [phone]
FAX: [phone]
Email: ted.triantis(a)-ncdenr.gov
127 Cardinal Drive Extension
Wilmington, NC 28405
-NORTH cAaouWn �
«hd Quaft
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
From: Thomas Scheetz [mailto:[e-mail]]
Sent: Monday, May 4, 2020 3:35 PM
To: Triantafillopoulos, Ted <[e-mail]>
Cc: Phil Norris < norris nten ineers.com>
Subject: RE: [External] RE: The Hamptons-Phase 2 SW8 031026 (NT#19141)
Ted,
Sorry we were on a conference call. We want to keep the total number of lots the same from whatever is already
permitted. Feel free to call us for clarification.
Thanks,
Tommy Scheetz, E.1.
NORRIS & TUNSTALL
CONSULTING ENGINEERS PC. ---
1429 Ash -Little River Road
Ash, NC 28420
910-287-5900 (phone) 910-287-5902 (fax)
[e-mail]
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting
Engineers, Inc. that this electronic information provides design information current as of the date of its release. It shall
be the responsibility of the party receiving the data to examine it to see that it contains the necessary files and
information requested. In transferring the files in electronic media format, Norris & Tunstall Consulting Engineers, P.C.
and Norris, Kuske & Tunstall Consulting Engineers, Inc. makes no representations as to the useability or readablility of
documents resulting from the use of software application packages,'operating systems, or computer hardware differing

from those used by Norris & Tunstall Consulting engineers, P,C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. in
the preparation of such data.
From: Triantafillopoulos, Ted <ted.triantis(d)ncdenr,gov>
Sent: Monday, May 4, 2020 2:11 PM
To: Thomas Scheetz <[e-mail]>
Subject: RE: [External] RE: The Hamptons-Phase 2 SW8 031026 (NT#19141)
Hey Thomas I called earlier to get some clarification on the number of lots within the Hamptons Subdivision and see that
it looks to be 488. 1 know there was some confusion with a few that got combined. This number seems correct, just
wanted to double check. Thanks!
Ted Triantis
Engineer
Division of Energy, Mineral and Land Resources
North Carolina Department of Environmental Quality
Phone; [phone]
FAX: [phone]
Email: ted.triantis(@ncdenr.gov
127 Cardinal Drive Extension
Wilmington, NC 28405
D.E'
as a Amer
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
From: Thomas Scheetz [mailto:tscheetz nten ineers.com]
Sent: Tuesday, April 21, 2020 8:09 AM
To: Triantafillopoulos, Ted <[e-mail]>
Cc: Phil Norris <[e-mail]>
Subject: [External] RE: The Hamptons-Phase 2 SW8031026 (NT#19141)
Ted,
My apologies, I have been interpreting "a single hard copy submittal package" as 1 set of plans. I see that two sets will
still be required. We will get you the additional set.
Thanks,
Tommy Scheetz, E.1.
NORRIS & T°[J'NS'TALL
CONSULThNG ENGLNEERS PC —

1429 Ash -Little River Road
Ash, NC 28420
910-287-5900 (phone) 910-287-5902 (fax)
[e-mail]
It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting
Engineers, Inc. that this electronic information provides design information current as of the date of its release. It shall
be the responsibility of the party receiving the data to examine it to see that it contains the necessary files and
information requested. In transferring the files in electronic media format, Norris & Tunstall Consulting Engineers, P.C.
and Norris, Kuske & Tunstall Consulting Engineers, Inc. makes no representations as to the useability or readablility of
documents resulting from the use of software application packages, operating systems, or computer hardware differing
from those used by Norris & Tunstall Consulting engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. in
the preparation of such data.
From: Triantafillopoulos, Ted <[e-mail]>
Sent: Tuesday, April 21, 2020 8:04 AM
To: [e-mail]
Cc: Phil Norris <[e-mail]>; Thomas Scheetz <[e-mail]>
Subject: The Hamptons-Phase 2 5W8 031026
Mr. Anderson,
We received the updated plans with the combined lot lines, but only received one set. We will need one more set to
complete the review. I think the sheets we received but will need copies for are CO, C1, C2, C2.1, C2.3, and C7. Thanks.
Ted Triantis
Engineer
Division of Energy, Mineral and Land Resources
North Carolina Department of Environmental Quality
Phone: [phone]
FAX: [phone]
Email: ted.triantis(cDncdenr.gov
127 Cardinal Drive Extension
Wilmington, NC 28405
NORTH CA RMUE Q
a+o of riv 100ftimm uumn
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties

NORRIS & TUNSTALL
CONSULTING ENGINEERS P.C.
J. Phillip Norris, P.E.
John S. Tunstall, P.E.
T. Jason Clark, P.E.
Thomas J. Scheetz, E.I.
2602 Iron Gate Drive, Suite 102 • Wilmington, NC 28412 • Phone [phone] • Fax [phone]
1429 Ash Little River Road NW • Ash, NC 28420-1715 • Phone [phone] • Fax [phone]
LETTER OF TRANSMITTAL
To: Ted Triantis
NC DEQ - State Stormwater Program
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Date: April 21, 2020
S"{' The Hamptons
— Phase 2
Job No.
19141
WE ARE SENDING YOU VIA Fed ex ground
❑ ATTACHED ❑ UNDER SEPARATE COVER
❑ SHOP DRAWINGS ❑ PRINTS ❑ CERTIFICATION
❑ SPECIFICATIONS ❑ DISKS ❑ COPY OF LETTER
❑
FAX TRANSMITTAL: NUMBER OF PAGES
INCLUDING THIS TRANSMITTAL
Call 910-343-9653 If you have any difficulty
receiving this message. '
COPIES
DATE
NO.
DESCRIPTION
04-06-20
Plan Sheets: CO, C1, C2, C2.1, C2.3, and C7.
[�
fAPR
r_-Iw=11
2 3 2020
® AS REQUESTED
❑ FOR YOUR USE
REMARKS
CC: Mason Anderson
❑ FOR REVIEW AND COMMENT
❑ FOR BIDS DUE
❑ FOR APPROVAL
❑ YOUR PRINTS LOANED TO US
�-)j
SIGNED for Thomas J. Scheetz, E.I.Ittw
CONFIDENTIAL AND PRIVILEGED: Information contained in this document is privileged and confidential, intended for the sole use of the addressee.
If you are not the addressee or the person responsible for delivering it to the addressee you are hereby notified that any dissemination, distribution or
copying of this document is strictly prohibited. If you have received this document in error, please immediately notify the sender and return to the
address above.

NORRIS & TUNSTALL
CONSULTING ENGINEERS P.C. —
2602 Iron Gate Dr., Suite 102
Wilmington, NC 28412
[phone]
[phone] Fax
John S. `I'unscill, P.E.
T. Jason Clark, P.E.
April 6, 2020
Mr. Ted Triantis
Engineer
NC DEQ - Division of Energy, Mineral and Land Resources
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Response to Request for Additional Information
The Hamptons — Phase 2
SW8 031026
N&T Project No. 19141
Dear Mr. Triantis,
1429 Ash-Littic River Road
Ash, NC 28420
[phone]
[phone] Fax
J. Phillip Norris, P.E.
Thomas J. SChee!Iz' E.I.
APR 0 0 No
We have reviewed your comments dated March 30, 2020 and respond as follows:
1. The drainage easements have been revised. See sheets C2 & C2.1 attached.
2. A weir has been added in the forebay berm to help prevent short circuiting. See the
revised calculations and sheet C7 attached.
3. See below:
a. The combined lots have been shown on sheets CO, C1, and C2.3 attached.
b. The deed restrictions amendment has been included with this submission. See
attached.
Please review this information for approval and contact us with any questions or comments you
may have. Thank you for your assistance on this project.
Sincerely,
NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.C.
--'J ko-14� - "J4 /J�-J
For Thomas J. Scheet , I.
TJSlttw
19141 04-06-20 s-sw-resp-Itr
Enclosures
cc: Mason H. Anderson
NCBELS License C-3641

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Acting Director
,March 30, 2020
Via email only: mhu2(uQtme.►ret
Caw Caw Land Corporation
Attn: Mason H. Anderson, President
252 S. Middleton Dr_ NW
Calabash, NC, 28467
NORTH CAROLINA
Environmental Quality
Subject: Request for Additional Information
Stormwater Project No. SW8 031026
The Hamptons- Phase 2
Brunswick County
Dear Mr. Anderson:
The Wilmington Regional Office received and accepted a modified State Stormwater Management Permit
Application for the subject project on January 27, 2020 with additional information requested on March
20, 2020 and received on March 26, 2020. A preliminary in-depth review of that information has
determined that the application is not complete and that additional information is needed. To continue the
review, please provide the following additional information in a single, hard copy submittal package:
1. 15A NCAC 02H.1042(2)(g)(vi), .1042(2)(1), .1050(8), and .1050(9): The proposed drainage
easement widths identified on sheets C2 and C2.1 do not appear to match the width provided.
Please confirm the appropriate widths on the plans.
2. 15A NCAC 02H.1053(4): In response to Item 3 of the previous request for additional
information, it is noted that the outlet structure is located in the best possible location given the
other constraints on the site. This response does not appear to consider the use of a forebay weir
to avoid short circuiting the pond. Please demonstrate that the pond has been designed to avoid
short circuiting.
15A NCAC 02H. I 042(2)(g) and .l 042(k):
a. As mentioned in item 9 of the previous request, the combined lots are not shown on the
revised plans. Please provide two signed, sealed, and dated copies of the revised plans
showing the combined lots as single lots on the plans.
b. The recorded deed restrictions limit each lot to 7,500 sf and does not appear to address or
allow combined lots to exceed 7,500 sf. Please provide the proper documentation
showing where the lot BUA is allowed to exceed 7,500 sf when lots are combined.
Please remember to confirm that any revised information is presented consistently throughout the
application documents including calculations, supplements, narrative, and plans. Please also remember to
provide two hard copies of any updated documents per 15A NCAC 02H.1042(2).
All of the requested information listed above should be received in this Office by April 14, 2020, or the
application will be returned as incomplete. Please note that only two letters requesting additional
information is allowed in the State Stormwater Program for a total of 30 days to submit the requested
additional information. If the information is not satisfactorily provided after either the second request or
30 days, the project will be returned If the project is returned and you wish to re -submit later, you will
need to resubmit all required items at that time, including the application fee.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215. l and is subject to enforcement
action pursuant to NCGS 143-215.6A.
DE Q ;:A North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
_ Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
°+'°"' I- 910.796.7215

State Stormwater Permit No. SW8 031026
Page 2 of 2
Please reference the State assigned project number on all correspondence. If you have any questions
concerning this matter, please feel free to call me at [phone] or email me at
[e-mail].
Sincerely,
Ted Triantis
Engineer
DES/tjt: 111StormwaterlPermits & Projects120031031026 HD12020 03 addinf62 031026
cc: J. Philli Norris, PE Norris & Tunstall Consulting Engineers, F.C.: via email:
pnorris@ntengineers. com

Triantafillopoulos, Ted
From: Triantafillopoulos, Ted
Sent: Monday, March 30, 2020 3:08 PM
To: [e-mail]
Cc: Phil Dorris
Subject: Second Request for Additional Information The Hamptons-Phase 2 SW8 031026
Attachments: 2020 03 addinfo_2 031026.pdf
All,
Attached is a pdf of the second request for additional information for the subject project. Please let me know if you
have any questions or concerns.
Thanks.
Ted Triantis
Engineer
Division of Energy, Mineral and Land Resources
North Carolina Department of Environmental Quality
Phone: [phone]
FAX: [phone]
Email: ted.triantis anncdenr.gov
127 Cardinal Drive Extension
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties

F
NORRIS & TUNSTALL
CONSULTING ENGINEERS P.C.
2602 Iron Gate Dr., Suite 102
Wilmington, NC 28412
[phone]
[phone] Fax
John S.'runstall, P.E.
T, Jason Clark, P.E.
March 24, 2020
Mr. Ted Triantis
Engineer
NC DEQ - Division of Energy, Mineral and Land Resources
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Request for Additional Information
The Hamptons — Phase 2
Brunswick County, NC
SW8 031026
N&T Project No. 19141
Dear Mr. Triantis,
1429 Ash -Little River Road
Ash, NC 28420
[phone]
[phone] Fax
J. Phillip Norris, P.E.
Thomas 1. Scheetz, E-1.
MAR 2 6 2020
BY:
We have reviewed your comments dated March 20, 2020 and respond as follows:
1. See below
a. The supplement has been revised to show the correct design volume. See
attached.
b. The supplement has been revised to show the Simple method was used.
2. The supplement has been revised to show equation 2 was used.
3. The outfall is located at the best possible location given the other constraints of the site.
4. The supplement has been revised to show the forebay sediment storage as 12 inches.
5. The supplement has been revised to show the correct side slopes.
6. The supplement and plans have been revised to show no proposed fountains. If a
fountain is desired in the future, then the appropriate modification will have to be filed
with NCDEQ.
7. The plans have been revised to show the drainage easements. See attached.
8. The calculations have been revised to show the outlet velocities. See attached.
9. The original deed restrictions still apply to any combined lots. The estate style home
(476-480) is allocated 37,500 sf BUA based on 7,500 sf/lot * 5 lots. From a quick take off
from aerials, the current existing BUA is about 25,650 sf which is well within the
allocated amount. The other combined lot (454-455) is allocated 15,000 sf BUA based
on 7,500 sf/lot * 2 lots. (Note, 455 was mislabeled as 453 in our previous submission)
See the original permit, referenced deeds, and revised sheet C1 attached.
10.The supplement has been emailed.
NCBELS License C-3641

Mr. Ted Triantis
SW8 031026 — Request for Additional Information
N&T Project No. 19141
March 24, 2020
Page 2
Please review this information for approval and contact us with any questions or comments you
may have. Thank you for your assistance on this project.
Sincerely,
NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.C.
Thomas J. Sc tz, E.I.
TJSlttw
Enclosures
cc: Mason H. Anderson
19141 03-24-20 s-sw-resp-Itr
NCBELS License C-3641

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Acting Director
March 20, 2020
Via email only: mhu2(atmc.net
Caw Caw Land Corporation
Attn: Mason H. Anderson, President
252 S. Middleton Dr. NW
Calabash. NC, 28467
NORTH CAROLINA
Environmental Quality
Subject: Request for Additional Information
Stormwater Project No. SW8 031026
The Hamptons- Phase 2
Brunswick County
Dear Mr. Anderson:
The Wilmington Regional Office received and accepted a modified State Stormwater Management Permit
Application for the subject project on January 27, 2020. A preliminary in-depth review of that
information has determined that the application is not complete and that additional information is needed.
To continue the review, please provide the following additional information in a single, hard copy
submittal package:
15A NCAC 02H.1003(3)(a):
a. The design volume of the SCM listed in the supplement for Pond 7 does not match the
provided volume listed in the calculations. Please confirm the provided volume and
ensure it is presented consistently throughout the application documents.
b. In Row 19 of the drainage area supplement, please specify the calculation method used to
determine the minimum required volume. In reviewing the calculations, it appears that
the simple method was used.
15A NCAC 02H.1053(2): Row 29 of the supplement indicates that Equation 3 from the
stormwater design manual was used to determine the average depth of the pond. However, the
calculations show that Equation 2 was used. If it is desired to use Equation 3, please provide the
corresponding calculation and supporting variables. including the perimeter of the main pool. in
the application documents and supplement. If it is desired to use Equation 2, please update the
information in the supplement to be consistent with the calculations.
3. 15A NCAC 02H.1053(4): The inlets and outlet shall be located in a manner that avoids short
circuiting. Outlet shall be positioned to increase detention time in the main pool to improve
settling. Please re -consider the location of the outlet structure or consider including a weir in the
forebay berm to avoid short circuiting the pond.
4. 15A NCAC 02H.1053(3) and (5): The supplement reports the clean -out depth for the forebay as
36 or 42 inches which appears to relate to 15A NCAC 02H.I 053(5)(d) that indicates when
maintenance activity is to occur. However. the supplement is intended to document the design
condition of the wet pond. 1n Row 34 of the wet pond supplement, please report the provided
sediment storage, which appears to be 12 inches.
15A NCAC 02H.1053(6): Row 47 of the wet pond section of the supplement appears to include a
typo. Please confirm and correct.
0-01'North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington. North Carolina 28405
�.icwouNA
910.796.7215

State Stormwater Permit No. SW8 031026
Page 2 o f 3
15A NCAC 02H .1053(9):
a. Since Row 50 of the wet pond section of the supplement indicates that fountains are
proposed, please provide documentation that they will not cause a resuspension of
sediment within the pond, or cause erosion on the side slopes of the pond.
b. Please list the proposed fountain specifications in the additional information of the wet
pond section of the supplement.
7. 15A NCAC 02H.1042(2)(g)(vi), .1042(2)(1), .1050(8), and .1030(9): Please provide and identify
an access and drainage easement along the stormwater collection systems and to provide access to
the SCMs.
8. 15A NCAC 02H.1050(4): Please provide engineering calculations demonstrating that the outlets
of the SCM will not cause erosion downslope of the discharge point during the peak flow from
the 10-year storm event.
15A NCAC 02H.1042(2)(g) and .1042(k): Several of the lots (476-480) along North Balfour
Drive and along the forebay of Pond 4 appear to have been combined into a single lot with an
estate style home. Additionally, the Brunswick County GIS implies that lots 453 and 454 have
also been combined into a single lot. These combined lots are not shown on the revised plans.
Please ensure that all changes to the site layout and project are included as part of this
modification. If lots have been combined, please provide documentation of the resulting BUA
allocation either with the recorded or proposed revised recorded deed restrictions and protective
covenants.
10. 15A NCAC 02H.1042(2): Please email the supplement form to the email address provided below
so that it can be preserved electronically per the regulatory requirements.
Please remember to confirm that any revised information is presented consistently throughout the
application documents including calculations, supplements, narrative. and plans. Please also remember to
provide two hard copies of any updated documents per 15A NCAC 02H.1042(2).
All of the requested information listed above should be received in this Office by April 6, 2020, or the
application will be returned as incomplete. If additional time is needed to submit the requested
information, please email your extension request prior to this due date to the email address provided
below with a justification and a date of when the requested information will be submitted, which shall be
no later than 15 days past the original due date. Please note that only two letters requesting additional
information is allowed in the State Stormwater Program for a total of 30 days to submit the requested
additional information. If the information is not satisfactorily provided after either the second request or
30 days, the project will be returned. If the project is returned and you wish to re -submit later, you will
need to resubmit all required items at that time, including the application fee.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement
action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. If you have any questions
concerning this matter, please feel free to call me at [phone] or email me at
[e-mail].
Sincerely,
led ?ua tat
Ted Triantis
Engineer
DES/tjt: 111StormwaterlPermits & Projects120031031026 Major Mod12020 03 addinfo 031026
cc: J. Phillip Norris, PE Norris & Tunstall Consulting Engineers, P.C.; via email:
pnorris@ntengineers. com
Wilmington Regional Office Stormwater File

Triantafillopoulos, Ted
From: Triantafillopoulos, Ted
Sent: Friday, March 20, 2020 3:58 PM
To: [e-mail]
Cc: Phil Norris
Subject: Request for Additional Information The Hamptons-Phase 2, SW8 031026
Attachments: 2020 03 addinfo 031026.pdf
All,
Attached is a pdf of the request for additional information for the subject project. Please let me know if you have any
questions or concerns.
Thanks!
Ted Triantis
Engineer
Division of Energy, Mineral and Land Resources
North Carolina Department of Environmental Quality
Phone: [phone]
FAX; [phone]
Email: [e-mail]
127 Cardinal Drive Extension
Wilmington, NC 28405
DE Q
s zQ ae r
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties

Burd, Tina J
From: Burd, Tina J
Sent: Thursday, February 6, 2020 4:02 PM
To: [e-mail]; [e-mail]
Subject: SW8 031026 - The Hamptons - Phase 2
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) accepted
the Stormwater Permit Application and $505.00 fee for the subject project on January 27, 2020. The project has been
assigned to Ted Triantafillopouios and you will be notified if additional information is needed. Please be advised that
the construction of built -upon area may not commence until the Stormwater Permit is issued.
Best Regards,
Tina Burd
Administrative Associate II
Wilmington Regional Office
Division of Environmental Assistance & Customer Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email correspondeoce to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
1

NORRIS & TUNSTALL
CONSULTING ENGINEERS P.C.
2602 Iron Gate Dr., Suite 102
Wilmington, NC 28412
[phone]
[phone] Fax
John S. Tunstall, P.E.
T. Jason Clark, P.E.
January 27, 2020
1429 Ash -Little River Road
Ash, NC 28420
[phone]
[phone] Fax
J. Phillip Norris, RE.
Thomas J. Scheet-/, E.I.
NC DEQ
Division of Energy, Mineral and Land Resources — State Stormwater Program
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: State Stormwater Permit Submittal
The Hamptons — Phase 2
Brunswick County,. NC
N&T Project No. 19141
Dear Reviewer,
Please find enclosed the following:
• $505.00 processes Fee (Caw Caw
Land Corp. Ck. No. 038519)
• Original and one (1) copy of the
Stormwater Management Permit
Application Form
• Original and one (1) copy of the
Deed Restrictions
• Original and one (1) copy of the
Supplement Form(s)
• Original and one (1) copy of the
O&M agreement
RECEIVED
JAN 2 7 2020
BY•
• A detailed narrative
• A USGS map identifying the site
location
• Calculations
• One (1) copy of the most current
property deed
• N.C. Secretary of State
documentation
• Two sets of plans
Please review this information for approval and contact us with any questions or comments you
may have. Thank you for your assistance on this project.
Sincerely,
NORRIS & TUNSTALL
CONSULTING E GINEERS, P.C.
I VT
Thotnas J. he , E.I.
TJSlttw 19141 01-27-20 s-sw-Itr
Enclosures
cc: Mason H. Anderson
NCBELS License C-3642

HAL

Application Completeness Review Checklist (Non -Transfers) - Short Version
Project Name: TE _ )4A_MRT 0QlS TANS= -„I_, /„�,, Date Delivered to WIRO: 2p2,4�
Project County/Location: h9taK*Zu-Nic-C f Ass T BIMS Received/Accepted Date: i Z
AGZ%
Rule(s): ❑2017 Coastal F-12008 Coastal ®1995 Coastal BIMS Acknowledged Date I:
Phase IIUniversal �1988 Coastal
Permit Action: New New Permit #2:
Major Mod Minor Mod / Renewal Existing Permit #: L,,J8 6 i d2(i,
Permit Type: HD LD Overall / HD &LD Combo Expriation Date 3: T ZI 13/2Z—
General Permit / Offsite / Exempt / Rescission �Offsite to SW8:
Development Type: Commercial / Residential / Other Lot is in Master Permit?
Subdivided?: Subdivision or Single Lot OPE Cert on File?
Permittee Type & Documents Needed:
Property Owners) Purchaser Lessee
El Viable? Viable? Viable?
®Deed OPurchaseAgmt Lease
Not Subdivided: Deed
Subdivision: Common Area Deed
Paperwork
®Application
®Fee: IM505 (within 5mo) Check#(s):
Ekupplement2 (1 new form or for older forms
O&M2
Soils Report (Infil or PP)
®Calculations (signed/seoled)
Deed Restrictions, if subdivided2
Project Narrative
� USGS Map for on file?) Subject to SA?:
®Plans (2 Sets)
ElPE Certification
Electronic Copies
Easements, Recorded (2017 Rules)
NOTES:
FIHOA Developer
Viable? Viable?
election Minutes
D39519
1 original per 5CM)
Y / N Subject toORW?:
1Enter BIMS Acknowledged Date on this Sheet
2For New Projects -Enter New Permit # on Supplements & Deed Restiction Templates.
3i{ w/in 6 months and they are requesting a mod, STOP. Needs a renewal first.
EMAILED ENGINEER DATE:
REVIEWER NAME
Comments:
G:WQ\\\Reference Library\Procedures\Checklists\Completeness Review Checklist_2020 0131
DNo Fee
Y / N