SW8231004_Historical File_20231113

Burd, Tina J
From: Burd, Tina J
Sent: Wednesday, November 15, 2023 10:09 AM
To: [e-mail]; [e-mail]
Cc: Cocanower,Jordan M
Subject: SW8 231004 -Accolade
Attachments: SW8 231004 Accolade.pdf
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources(Stormwater Section)completed
their review of the Express Stormwater Permit Application for the subject project. Attached is the cover letter and
permit issued on November 13, 2023 that will be mailed separately, along with any other supporting documents.
Please direct any questions to your reviewer,Jordan Cocanower(cc'd).
Note: Effective October 3'2023,permit fees have increased as a result of Session Law 2023-134. A full list of the fee
adjustments are available on the following DEQ website: Permit Fee_s 2023 Updates I NC DEQ The website and forms
will be updated to reflect these new fees.
Best Regards,
Tina Burd
Administrative Associate II
Wilmington Regional Office
Division of Environmental Assistance & Customer Service
Phone [phone]
New email: [e-mail]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
L...� E11
Website: ht djd,^ga c ;ov/about/divisions/energv...mineral land-resources/stormwater
Many employees are working remotely or are on staggered shifts. Please check with the appropriate staff before visiting our
offices,as they may he able to handle your requests by phone or email.
1

RIGHT ANGLE
ENGINEERING,PC
212 Princess Street Wilmington,NC 28401 Tel.[phone] Fax[phone]
November 7,2023
Jordan Cocanower
NCDEQ -DEMLRNOV O 7 2023
127 Cardinal Dr. Ext.,
Wilmington,NC 28405
Re: Accolade Subdivision
Surf City,Pender County,NC
Mr. Cocanower,
Following the Request for Additional Information,we are providing the following items for the
Accolade Subdivision. We are providing originals and copy of the signed Application with
Pirates Cove Development Company,LLC as applicant and Owner. Also included is a new deed
of ownership, Supplement,and two copies of revised C2.
Please feel free to contact us at anytime if there are any questions.
Sincerely,
Shane Lippard,P.E.
President
Right Angle Engineering

BK 4824 PG 1193 - 1196 (4) DOC# 20121869
This Document eRecorded: 11/01/2023 02:33:13 PM
Fee: $26.00 DocType: QCD Tax: $0.00
Pender County, North Carolina
Sharon Lear Willoughby, Register of Deeds
NORTH CAROLINAQUITCLAIMDEED
Parcel ID 4224-70-3758-0000,4224-80-1774-0000,4224-80-1639-0000 and 4224-70-8908-0000
Excise Tax$0.00
This instrument was prepared WITHOUT BENEFIT OF TITLE EXAM by and Return to:
Rizzo&Blackburn,PLLC,Attorneys at Law,PO Box 2676,Surf City,NC 28445
THIS DEED is made this day of October 2023,by and between:
GRANTOR I GRANTEE
American Land Holdings,LLC,a Virginia Pirates Cove Development Company,LLC,a
limited liability company North Carolina limited liability company
181 Clubhouse Way P.O.916
Zion Crossroads,VA 22942 Wrightsville Beach,NC 28480
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:
Grantors,for and in consideration of the sum of One($1.00)Dollar and other good and sufficient
consideration to Grantor in hand paid by Grantee,the receipt of which is hereby acknowledged,granted,
bargained,sold and conveyed and by these presents does grant,bargain,sell and convey unto Grantee,its
heirs and assigns,that certain lot or parcel of land located in City of Surf City,Topsail Township,Ponder
County,North Carolina,and being more particularly described as follows:
See Exhibit"A"attached hereto
The property hereinabove described was acquired by Grantor by instrument recorded in Book 4800 Page 2316 and
Book 4800 Page 2320,Pender County Registry,North Carolina.
flcEWE ,
NOV 07
2013 I i
BY: hi
Submitted electronically by "Pizzo a• Blackburn, PLLC"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Pender county Register of Deeds.

BK 4824 PG 1194 DOC#20121869
TO HAVE AND TO HOLD the aforesaid tract or parcel of land and all privileges and appurtenances
thercunto belonging,or in any wise appertaining,unto said Grantee,its heirs and assigns,in fee simple insofar
as Grantor has any property interest to convey.
Grantor makes no warrantee as to title to aforesaid tract or parcel of land. Grantor conveys and releases all
of Grantor's right,title or interest in aforesaid tract or parcel of land to the Grantee.
IN WITNESS WHEREOF,Grantor has duly executed the foregoing as ofthe day and year first written above.
AMERICAN LAND HOLDINGS,LLC,a Virginia limited
liability r-company
By:L fi/i _X77..
C.Dice Hammer,Manager
STATE OF V 1\
COUNTY OF Al ban 6 r�
1, ce((A 3 ivey , a Notary Public of A` 'iv'o r 1-e County and the
State aforesaid, certif�yr that C.DICE HAMIVlI t, Manager of AMERICAN LAND HOLDINGS, LLC,a
Virginia limited liability company,personally appeared before me this day and acknowledged the execution
of the foregoing instrument.
Witness my hand and official stamp or seal,this 1 day of October 2023.
Commonwealth Of Virginia QAA..h.42zr
Theresa B.Dulaney-Notary Public
Commission No.7666955 Notary Pub rc Signature -�
My Commission Expires 11/30/2024 Printed Name: " kerP4c 1'). 'ZOO..re-e 7
My commission expires: 11 -3 0 -ccu Z 4
2 of 4

BK 4824 PG 1195 DOC#20121869
EXHIBIT RA"
TRACT 1:
BEGINNING at the point marking the northwest corner of Lot 13, Block D of Buccaneer Beach as
shown on map thereof dated May 4,1966,by C.W. Blomme,Jr.,R.L.S.and recorded in the office of
the Register of Deeds for Pender County, North Carolina, said corner being also located in the
northeastern right-of-way line of an unnamed street 60 feet in width; running thence from said
beginning point in a northwest direction with and along the northeastern line of said unnamed street
N 32 degrees 45'W to the northwestern line of Windjammer Road as shown on map of Pirates Cove,
Section One as recorded in Map Book 11,Page 71 in said Pender County Registry;running thence and
continuing N 32 degrees 45'W to the center of an unnamed small boat channel;running thence up
said channel in a northeast direction to the southwestern property line of the Grady-Moore Beach
tract of land,also being the southwest line of Edward Street as projected in a northwestern direction;
running thence with and along said line of Edward Street in a southeastern direction to the right-of-
way of N.C.Highway No.50;running thence with the right-of-way line of said highway S 56 degrees
53'W 22.64 feet to the southeastern corner of Lot 1,Block D of Buccaneer Beach;running thence
with the northeastern line of said Lot 1 N 34 degrees 31'W 125 feet to the northeastern corner of
said Lot 1;running thence with and along the rear lot lines of Lots lthrough 13 of said Block D to the
northwest corner of Lot 13,the point and place of beginning;subject to easements and street rights
of way.
Parcel ID#4224-70-3758-0000
Tract 2:
BEING all of Lots 13 and 14, Block F of Grady Moore Subdivision as the same is shown on a map
recorded in Map Book 4 at Page 118 of the Pender County Registry,along with the area lying between
said Lots 13 and 14 and Topsail Sound.
Parcel ID#4224-80-1774-0000
Tract 3:
Situated on Topsail Island and being all of Lots 15,16 and 17,Grady-Moore Beach in Block F,extended
Northwestwardly to Topsail Sound as to constitute a Lot 75 feet wide from the highway to Topsail
Sound.A map of said subdivision recorded in the Office of the Register of Deeds in Map Book 4 at
Page 118, Pender County Registry;reference to said map being hereby made for a more particular
description.
Parcel ID#4224-80-1639-0000
3 of 4

BK 4824 PG 1196 DOC#20121869
Tract 4:
BEGINNING at a point in the paved centerline of N.C. Highway#50,said point marks the intersection
of the centerline of N.C. Highway#50 with the dividing line between Lot#12 and Lot#13 of the
Atkinson,Bell,Warren&other division as shown on a map of same duly recorded in Map Book 3 Page
84 in the office of the Register of Deeds of Pender County:and running thence,from the Beginning
so located,with the dividing line between said Lot#12 and Lot#13 North 36 degrees 36 minutes West
about 1,000.00 feet to Topsail Sound;thence,along Topsail Sound North 53 degrees 24 minutes East
37.36 feet to a point;thence,parallel with the above said dividing line South 36 degrees 36 minutes
East approximately 1,000.00 feet to a point in the centerline of N.C.Highway#50;thence,with the
centerline of N.C. Highway#50 South 53 degrees 24 minutes West 3736 feet to the Beginning.
Parcel ID#4224-70-8908-0000
4 of 4

Pond Report 8
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2023 Tuesday, 10/17/2023
Pond No. 1 - InfBasinl
Pond Data
Contours-User-defined contour areas.Conic method used for volume calculation.Begining Elevation=4.20 ft
Stage/Storage Table *i.,°s`*.
Stage(ft) Elevation(ft) Contour area(sqft) Incr.Storage(cuft) Total storage(cuft) * hh ` ),
0.00 4.20 16,951 0 0 e VI
0.80 d' --S.6,/ _18.743_ 20 prxj Sp. 14,2/0 14,2/U r...44.\,........‹...,..71
1.80 6.00 20,952 / 19,835 34,105
2.80 7.00 23,984 22,449 56,554
3.80 8.00 27,118 25,532 82,087
Culvert/Orifice Structures Weir Structures
[Al [B] [C] [PrtRsrl [A] [B] [C] [D]
Rise(in) = 0.00 0.00 0.00 0.00 Crest Len(ft) = 10.00 0.00 0.00 0.00
Span(in) = 0.00 0.00 0.00 0.00 Crest El.(ft) = 7.50 0.00 0.00 0.00
No.Barrels = 0 0 0 0 Weir Coeff. = 3.33 3.33 3.33 3.33
Invert El.(ft) = 0.00 0.00 0.00 0.00 Weir Type = Broad - -- --
Length(ft) 0.00 0.00 0.00 0.00 Multi-Stage = No No No No
Slope(%) 0.00 0.00 0.00 n/a
N-Value .013 .013 .013 n/a
Orifice Coeff. 0.60 0.60 0.60 0.60 Exfil.(in/hr) = 0.000(by Contour)
Multi-Stage - n/a No No No TW Elev.(ft) = 0.00
Note:Culvert/Orifice outflows are analyzed under inlet(ic)and outlet(oc)control.Weir risers checked for orifice conditions(ic)and submergence(s).
Stage/Storage/Discharge Table
Stage Storage Elevation Clv A Clv B Clv C PrfRsr Wr A Wr B Wr C Wr D Exfil User Total
ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs •
0.00 0 4.20 --- - - - 0.00 --- - - -- - 0.000
0.08 1,427 4.28 -- -- -- - 0.00 -- --- -- -- 0.000
0.16 2,854 4.36 - - - - 0.00 - - - --- 0.000
0.24 4,281 4.44 - - - - 0.00 - - - - 0.000
0.32 5,708 4.52 - - - 0.00 --- - - - -- 0.000
0.40 7,135 4.60 -- - - 0.00 - --- --- 0.000
0.48 8,562 4.68 - -- 0.00 --- - - --- - 0.000
0.56 9,989 4.76 -- - - 0.00 - - -- - - 0.000
0.64 11,416 4.84 -- -- - --- 0.00 - - - -- --- 0.000
0.72 12,843 4.92 - - - - 0.00 --- - - -- - 0.000
0.80 14,270 5.00 - -- - - 0.00 --- -- - -- - 0.000
0.90 16,254 5.10 - - -- --- 0.00 --- - - - 0.000
1.00 18,237 5.20 - -- - - 0.00 - - - -- 0.000
1.10 20,221 5.30 - - - - 0.00 - - - - - 0.000
1.20 22,204 5.40 - - - - 0.00 - -- --- - -- 0.000
1.30 24,188 5.50 -- - - 0.00 - - - --- 0.000
1.4Q 26,171 5.60 .5(p--f T•p - '/ -26 d 2- 41. 0.00 - - -- - 0.000
1.50 28,155 5.70 - - " - / - 0.00 -- -- - 0.000
1.60 30,138 5.80 - - - - 0.00 - --- - 0.000
1.70 32,122 5.90 - - - --- 0.00 -- --- --- --- 0.000
1.80 34,105 6.00 --- - - 0.00 -- - 0.000
1.90 36,350 6.10 - -- -- -- 0.00 --- -- -- 0.000
2.00 38,595 6.20 - - - --- 0.00 -- - --- -- 0.000
2.10 40,840 6.30 -- - -- - 0.00 --- -- -- - - 0.000
2.20 43,085 6.40 -- - - -- 0.00 --- --- --- --- - 0.000
2.30 45,330 6.50 - - - --- 0.00 - --- --- - 0.000
2.40 47,575 6.60 - -- -- 0.00 --- 0.000
2.50 49,820 6.70 - - -- 0.00 --- --- 0.000
2.60 52,064 6.80 -- - - --- 0.00 - --- 0.000
2.70 54,309 6.90 - -- - -- 0.00 - - 0.000
2.80 56,554 7.00 -- -- -- - 0.00 --- -- -- 0.000
2.90 59,107 7.10 --- - --- - 0.00 -- --- 0.000
3.00 61,661 7.20 -- - - -- 0.00 --- - -- -- 0.000
3.10 64,214 7.30 -- - - non -- -- - 0.000
3.20 66,767 7.40 - - -- 0.00 - --•- -- - 0.000
3.30 69,320 7.50 -- -- - -- 0.00 -- -- -- - - 0.000
Continues on next page...

144,4
E : SER
WILLUAM£TOBY VINSON,jR NORTH CAROLINA
Interim DMRir Eaviraiuntatai Quality
October 25th,2023
Via email only: mhaymans(a�spri,wcreeklivinp com
Pirate Cove Development Company,LLC,Developer
Attn: C.Dice Hammer,Manager
610 West Rio Road
Charlottesville,VA 22901
And
Via email only: mhaymans(a),sprinwcreekliyinR com
American Land Holdings,LLC,Property Owner
Attn: C.Dice Hammer,Manager
610 West Rio Road
Charlottesville,VA 22901
Subject: Request for Additional Information
Stormwater Project No. SW8 231004
Accolade
Pender County
Dear Mr.Hammer:
The Wilmington Regional Office received and accepted a Express Post Construction Stormwater Management
Permit Application for the subject project on October 51,2023 with additional information requested on October
13th,and received on October 181,2023. 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)(b): Though Mr.Dice Hammer holds the title of Sole Manager of both Pirate
Cove Development Company,LLC and American Land Holdings,LLC,this does not exclude the
responsibility of the landowner(American Land Holdings,LLC)from proving that they are an active
corporation in good standing in the state of North Carolina.Please register American Land Holdings,
LLC with the North Carolina Secretary of State to fulfill this condition.
2. 15A NCAC 02H.1042(2)(f): Thank you for providing the stage storage tables.If the surface area at the
storage elevation is as noted in the calculations,please review and revise row 31 on the"Infiltration
System"page of the Supplement EZ to reflect this value.If the vajuepoted in tne calculations is incorrect,
please revise. U14fef ( I1<<) 4 r..t.a-e L —, nA( f GYh J
13 5A NCAC 02H.1042(2)(g)(iv):Please provide proposed grading contours in the plans as this is a
equired item in the 2017 Stormwater Rules.
4. 15A NCAC 02H.1042(2): In addition to mailing a hard copy of the revised Supplement-EZ,please email
a pdf of the supplement form to the email address provided below so that it can be preserved
electronically per the regulatory requirements.
5. Due to the relatively minor nature of these comments,the express additional information review fee has
been waived.
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).
driernmill..""'"'"'""Mi
North Carolina Department of Eiwironmenrtal Quality I Drawn of may.Mineral and Land Resources
D& Wilmington Regional Office 1121 Cardinal[rive Extension I Wilmington ingtan.North Carolina 25405
910.79%.721S

State Stormwater Permit No.SW8 231004
All of the requested information listed above should be received in this Office by November 1st,2023, or the
application will be returned as incomplete. Also,please note that only two letters requesting additional
information is allowed in the Post Construction Stormwater Program, this being the second.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 5 business days past the original due date. Please remember that extension requests
delay the issuance of the final permit. If the required information is not satisfactorily provided by this date,the
project will be returned in accordance with 15A NCAC 02H.1042(3)(a)(ii). If the project is returned and you
wish to re-submit to the Express Program,you will need to reschedule the project through the Express
Coordinator for the next available review date and will need to resubmit all required items at that time,including
the application fee.
The construction of any proposed 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 label all packages and cover letters as"Express"and reference the State assigned project number on all
correspondence. If you have any questions concerning this matter,please feel free to call me at(910)796-7215 or
email me at [e-mail].
Si�n`cerrelly�,
;
Jordan Cocanower
Environmental Engineer
DES/jmc: 111Stormwater\Permits&Projects12023123 1004 HD12023 10 addinfo_2 231004
cc: Shane Lippard,PE,Right Angle Engineering P.C.;via email:[e-mail]
Richard Davis,Wilmington Regional Office Express Coordinator;via email
Wilmington Regional Office Stormwater File
North Carolina Department of fns Rronmentai Quality i D1vi5tcre of€ errgy.?Valera'and Lana Resources
E0 Wilmington Regional Office 127 Cardinal Drive Extension ! Wilmington,North Cirolina2tt4Ut
_»0., ► ,D 410.796 7215

RIGHT ANGLE
ENGINEERING,PC
212 Princess Street Wilmington,NC 28401 Tel.[phone] Fax[phone]
October 18,2023
Kellie Beth Norris E C _
NCDEQ-DEMLR
127 Cardinal Dr. Ext., OCT 18 2023
Wilmington,NC 28405
Re: Accolade Subdivision
Surf City,Pender County,NC
Ms.Norris,
Following the Request for Additional Information,we are providing the following items for the
Accolade Subdivision. We are providing originals and copy of the Application page 3,
Supplement, design narrative with calculations, and two copies of C8 Drainage Area Map.
Also included is corporation information for American Land Holdings and Pirate Cove
Development Company. Pirate Cove Development Company,LLC is the Applicant in good
standing with the NC Secretary of State. The land owner being American Land Holdings,LLC of
Virgina. With American Land Holdings,LLC being the sole manager of Pirate Cove
Development company,and Mr. C.Dice Hammer being sole member of both,the NCAC
conditions of signing authority have been met.
Please feel free to contact us at anytime if there are any questions.
Sincerely,
Shane Lippard,P.E.
President
Right Angle Engineering

9r
OPERATING AGREEMENT
OF AMERICAN LAND HOLDINGS, LLC
THIS OPERATING AGREEMENT ("Agreement") effective this 30th day of De-
cember, 2016 by the undersigned members of American Land Holdings, LLC, a Vir-
ginia limited liability company, herein referred to as the "Company," provides as fol-
lows:
I. Term of the Limited Liability Company
The term of the Company commenced on December 30, 2016 upon the issu-
ance of the Certificate of Organization by the State Corporation Commission of the
Commonwealth of Virginia, and shall continue perpetually unless terminated as pro-
vided in this agreement.
IL Members
The persons identified on Schedule A of this shall be the members of the Com-
pany (the "Member" or "Members" whether singular or plural) and shall each share in
the ownership interests in the Company as provided on Schedule A.
III'. Purpose of the Company
The purpose of the Company shall be to buy, sell, grant or receive with or with-
out consideration real or personal property of the Company, hold, invest in, manage
and develop such property, and to engage in any other activities as the Member shall
determine, for the purpose of making a profit, and to avail itself of any and all tax ad-
vantages and protections from liability.
IV. Registered Agent and Office
The initial registered agent shall be Garrett M. Smith and the initial registered
office shall be 610 West Rio Road, Charlottesville, VA, 22901.
V. Business Office
The initial business office shall be at 181 Clubhouse Way, Zion Crossroads, VA
22942.
VI. Management of Operations
Except as otherwise provided in this Agreement, all decisions with respect to
the management of the Company shall be made by the Managers. The Managers are
listed on Schedule B, and each shall serve until one or more successors are elected or
until the Members determine that there is need for fewer or additional Managers.
Except as otherwise provided in this. Agreement or by the Virginia Limited Liability
1

Act (the "Act"), the Managers shall have complete power and authority to manage and
operate the Company and to make all decisions affecting its business and affairs. No
person dealing with the Company shall be required to inquire into the authority of
the Managers to take any action or to make any decision.
Only the Members may 1) select, hire and replace, at any time, any entity or
natural person to act as a Manager, who shall exercise only such powers and author-
ity as the Members confer upon such Manager at the time of the Manager's appoint-
ment; 2) borrow money upon such terms and conditions as the Members deem ap-
propriate whether secured by the real estate owned or to be owned by the Company,
or not, and to execute and deliver such notes, deeds of trust, settlement statements
and other documents necessary or appropriate to compete such transactions; 3) buy
real estate of the Company or to sell such real estate in a manner not in the ordinary
course of the Company's business of selling subdivided lots to the public and to
builders,and to execute and deliver such contracts, deeds, plats, covenants and re-
strictions, settlement statements and other documents necessary or appropriate to
compete such transactions.
The Managers shall have the authority to sell and develop the real estate of the
Company in the ordinary course of business. The Managers shall be further author-
ized to execute and deliver all contracts, deeds, settlement statements and any and
all other documents necessary to complete the development, sale or other conveyance
of any real estate, including conveyances to or from the Members or affiliated entities
with or without consideration.
VII. Duties of Members and Managers
The Members and Managers shall devote such time, effort, and skill to the
Company's affairs as it deems necessary and proper for the Company's welfare and
success.
VIII. Fees to Members and Managers
Members and Managers shall be entitled to fees for services rendered to or on
behalf of the Company as the Members may determine.
I% Reimbursement
All expenses incurred with respect to the organization, operation, and man-
agement of the Company shall be borne by the Company. A Member or Manager shall
be entitled to reimbursement from the Company for direct expenses incurred by him
allocable to the organization, operation, or management of the Company.
1)

X. Capital Contributions
It is intended that the cash capital contributions shall be as set forth on
Schedule A and non-cash contributions shall be the labor and industry of the Mem-
bers. Such contributions shall be made at the Members' convenience, and at such
time or times as may be agreed upon hereafter.
XI. Certificates for Membership Interests.
The membership interest of Members in the Company may at the option of the
Member be represented by a Certificate of Membership. The exact contents of a Cer-
tificate of Membership shall be determined by the Members from time to time.
XII. Maintenance of Member's Capital Accounts
A separate capital account for each Member ("Capital Account") shall be estab-
lished and maintained throughout the full term of the Company by the Treasur-
er/Manager. The Capital Account shall be established and maintained in accordance
with the applicable Treasury Regulations in order that the allocations of profits and
losses pursuant to this Agreement have the desired "economic effect" under the ap-
plicable Treasury Regulations.
XIII. No Interest upon Contributions
Members shall not be entitled to receive interest on their capital contribution.
•
XIV. Return of Capital Contribution
The Members shall not be entitled to withdraw any part of their capital contri-
bution or their Capital Account or to receive any distribution from the Company, ex-
cept as specifically provided by this Agreement or as otherwise agreed in writing. Ex-
cept as otherwise provided herein, there shall be no obligation to return to Members
i it's capital contribution to the Company so long as the Company continues in exist-
ence.
XV. Loans Not to be Treated as Capital Contribution
Loans or advances by Members to the Company shall not be considered capital
contributions and shall not increase the Capital Account of such lending or advanc-
ing Member.
XVI. Additional Contributions or Loans
Except as provided in this Agreement, the Members shall not be required under
any circumstances to contribute or lend any money or property to the Company.
3

XVII. Profits
All profits and losses of the Company shall belong to the Members, provided
the Members may in their discretion enter into one or more contracts for sales and
marketing services that provide for compensation in the form of an agreed percentage
of net profits.
XVIII. Bank Accounts
Funds of the Company shall be deposited in Suntrust Bank, Charlottesville,
Virginia. The Treasurer/Manager is fully authorized to take all such actions as may
be required to open such account or accounts as she may determine and to approve
all resolutions required by such bank. Funds may be withdrawn from such accounts
only for bona fide and legitimate Company purposes. The Company funds may, from
time to time, be invested in such securities, money market funds, certificates of de-
posit or other liquid assets as the Managers deem appropriate.
The Members shall not be accountable or liable for any losses of the Company
funds resulting from failure or insolvency of any depository institution, so long as the
deposit of such funds was in compliance with this Agreement.
XIX. Books and Records
At all times during the term of the Company, the Managers shall keep or cause
to be kept, full and accurate books of account, records and supporting documents,
which shall reflect, completely and accurately, and in reasonable detail, each trans-
action of the Company, including, but not limited to, transactions with the Members
or affiliates. The books of account shall be maintained and tax returns prepared and
filed based on the method of accounting determined by the Manager, including on a
consolidated basis as determined by the Manager. The books of account, records and
all documents and other writings of the Company shall be kept and maintained at
the principal office of the Company. The Members or any designated representatives
shall, upon reasonable notice to the Managers, have access to such financial books,
records and documents during reasonable business hours and may inspect and
make copies of any of them at his, her or their own expense.
The Managers shall cause the Company to keep at its principal office all books
and records required to be maintained by the Act and other laws of the Common-
wealth of Virginia.
XX. Obligation of Members and Managers
The Members and Managers are required to give sufficient, but not their undi-
vided, time and attention to the best interests of the business of the Company.
4

XXI. Tax Allocations
If applicable, and except as otherwise expressly provided in this Agreement,
the Internal Revenue Code, or Treasury Regulations, the Company shall allocate its
tax items in the same manner and percentages as its book items are allocated.
XXII. Tax Year and Accounting Matters
The tax year of the Company shall be determined by the Managers. The Com-
pany shall adopt methods of accounting as the Managers determine upon the advice
of the certified public accountant employed by the Company.
XXIII. Tax Elections
The Members may cause the Company to make, refrain from making or revoke
all tax elections provided for under the Internal Revenue Code and the Treasury Reg-
ulations.
XXIV. Tax Matters Member
C. Dice Hammer shall be the "Tax Matters Partner" as defined in Section
6231(a)(7) of the Code (if that Section is relevant to the Company) with full and com-
plete power to act in that capacity.
XXV. Tax Classification
The Members intend that the Company be classified for federal and state in-
come tax purposes as a partnership. Furthermore, the Members agree to take all ac-
tions reasonably necessary to ensure such classification; and authorize the Treasur-
er/Manager Tonna B. Bouno to take such actions as may be required to accomplish
this objective, provided that such actions do not alter the economic returns and risks
associated with the Company's business.
XXVL Limited Right to Withdraw
No members shall have any right to resign voluntarily or otherwise withdraw
from the Company without providing at least thirty (30) days advance written notice
of such withdrawal to the Company.
XXVII. Redemption
The redemption of the Members' interests in the Company shall be as follows:
(1) In the event that more than one member exists and a member desires to
withdraw or sell his, her or its interest in the Company and such member provides a
Notice of Withdrawal as required in paragraph XXVI, the Company shall have the op-
5

tion to purchase that member's Interest at a price determined as set forth below. The
option shall be exercised by written notice to the Members or their successors in in-
terest, if any, given within thirty (30) days after the value has been determined as set
forth below, with closing to be within ten (10) days after the giving of the notice of ex-
ercise.
(2) In the event of the dissolution or Bankruptcy of a member, the Company
shall have the option to purchase the member's Interest at a price determined as set
forth below. The option of the Company shall be exercised by written notice to the
member or his, her or its successor in interest, if any, and the option of the member
or his, her or its successor in interest shall be exercised by written notice to the
Company, given within thirty (30) days after the value has been determined as set
forth below, with closing to be within ten (10) days after the giving of Notice of Exer-
cise.
(3) Valuation. The value of a member's Interest shall be determined on an an-
nual basis by majority vote of the membership interests or such other method of val-
uation as the Members may have agreed.
(4) Payment. The redemption price for a member's Interest shall be paid as fol-
lows:
a. To the extent that the Company holds liquid assets or receives the
proceeds of sale, insurance or condemnation, the purchase price shall be paid in
cash at the later of the closing date of sale or as the proceeds are received by the
Company; and,
b. To the extent the purchase price exceeds any such cash, the bal-
ance of the purchase price shall be represented by a promissory note, made and en-
dorsed by the Company as purchaser, payable to the former Members or the former
Member's successor in interest, payable in five annual installments of principal and
interest, bearing a fixed rate of interest at the higher of the Prime Rate or the appli-
cable federal rate of interest in effect at closing under Section 1274 of the Code, with
the first payment due one (1) year after the date of withdrawal and with interest cal-
culated from the date set forth in whatever payment plan has been agreed upon.

XXDIII. Deadlock.
(1) If the Members are unable to agree on any of the Fundamental Matters
• listed below and such disagreement continues for Sixty (60) days despite good faith
deliberations by the Members ("Deadlock"), then either Member shall be entitled to
exercise the buy-sell rights set forth in this Section by delivering a Buy-Sell Offer No-
tice (as defined herein).
For purposes hereof, "Fundamental Matters" shall mean any of the following
matters:
(a) Amend, modify or waive the Articles of Organization or this Operat-
ing Agreement;
(b) Make any material change to the nature of the business conducted
by the Company or enter into any new business;
(c) Adopt or amend a budget;
(d) Issue additional Membership Interests or admit additional Mem-
bers to the Company;
(e) Incur any indebtedness, pledge or grant liens on any assets or
guarantee, assume, endorse or otherwise become responsible for the obligations of
any other person except to the extent previously approved or authorized in a budget;
(f) Make any loan, advance or capital contribution to or in any person
except to the extent approved or authorized in a budget or contract;
(g) Enter into or effect any transaction or series of related transactions
involving the purchase, lease, license, exchange or other acquisition (including by
merger, consolidation, acquisition of stock or acquisition of assets) by the Company
of any assets and/or equity interests of any person, other than in the ordinary course
of business consistent with past practice;
(h) Enter into or effect any transaction or series of related transactions
involving the sale, lease, license, exchange or other disposition (including by merger,
consolidation, sale of stock or sale of assets) by the Company of any assets, other
than sales of inventory in the ordinary course of business consistent with past prac-
tice;
(1) Commence or settle any lawsuit, action, dispute or other proceed-
ing or otherwise assume any liability with a value in excess of$1,000,000 or agree to
the provision of any equitable relief by the Company;
(m) Initiate or consummate an initial public offering or make a public
offering and sale of the Membership Interests or any other securities;
(n) Make any investments in any other person in excess of $500,000;
or
(o) Dissolve, wind-up or liquidate the Company or initiate a bankrupt-
cy proceeding involving the Company.
7

•
(2) Buy-Sell Offer Notice. If a Member wishes to exercise the buy-sell right
provided in this Agreement, such Member (the "Initiating Member") shall deliver to
the other Member (the "Responding Member") written notice (the "Buy-Sell Offer No-
tice") of such election, which notice shall include (a) a description of the circumstanc-
es that triggered the buy-sell right, and (b) the purchase price (which shall be payable
exclusively in cash (unless otherwise agreed)) at which the Initiating Member shall (i)
purchase all of the Membership Interests owned by the Responding Member (the
"Buy-out Price") or (ii) sell all of its Membership Interests to the Responding Member
(the "Sell-out Price"), with any difference between the Buy-out Price and the Sell-out
Price based solely on each Member's Membership Interest in the Company, without
regard to any market discount or premium from differences in such proportionate in-
terests.
(3) Response Notice. Within thirty (30) days after the Buy-Sell Offer Notice is
received (the "Buy-Sell Election Date"), the Responding Member shall deliver to the
Initiating Member a written notice (the "Response Notice") stating whether it elects to
(a) sell all of its Membership Interests to the Initiating Member for the Buy-out Price
or (b) buy all of the Membership Interests owned by the Initiating Member for the
Sell-out Price. The failure of the Responding Member to deliver the Response Notice
by the Buy-Sell Election Date shall be deemed to be an election to sell all of its Mem-
bership Interests to the Initiating Member at the Buy-out Price.
(4) Closing. The closing of any purchase and sale of Membership Interests
pursuant to this Agreement shall take place thirty (30) days after the Response Notice
is delivered or deemed to have been delivered or some other date mutually agreed up-
on by the parties. The Buy-out Price or the Sell-out Price, as the case may be paid at
closing by wire transfer of immediately available funds equal to at least 20% of the
purchase price to an account designated in writing by the selling Member (the "Sell-
; ing Member"). If necessary, the Selling Member shall provide seller financing over five
' years to the purchasing Member for up to 80% of the purchase price as provided in
Section XXVII(4)(b). At the closing, the Selling Member shall deliver to the purchas-
ing Member (the "Purchasing Member") good and marketable title to its Membership
• Interests, free and clear of all liens and encumbrances. Each Member agrees to coop-
erate and take all actions and execute all documents reasonably necessary or appro-
priate to reflect the purchase of the Selling Member's Membership Interest by the
Purchasing Member.
(5) Default. If the Purchasing Member defaults in any of its material closing
obligations, then the Selling Member shall have the option to purchase the Purchas-
ing Member's entire Membership Interest at a price that is equal to ninety-five per-
cent(95%) of the per unit purchase price payable by the Purchasing Member at the
initial closing.
8

(6) Notices. All notices, requests, consents, claims, demands, waivers and
other communications hereunder (each, a "Notice") shall be in writing and addressed
to the parties at their addresses set forth on Schedule A attached hereto (or to such
other address that may be designated by the receiving party from time to time in ac-
cordance with this Section). All Notices shall be delivered by a personal delivery, na-
tionally recognized overnight courier (with all fees prepaid), facsimile or e-mail of a
PDF document (with confirmation of transmission) or certified or registered mail (in
each case, return receipt requested, postage prepaid). Except as otherwise provided
in this Agreement, a Notice is effective only (a) upon receipt by the receiving party,
and (b) if the party giving Notice has complied with the requirements of this Section.
XXIX.Expulsion of a Member
A member may be expelled from the Company on the following conditions:
(1) If a member is convicted of a felony, or of a crime involving a breach of
business ethics, moral turpitude, or immoral conduct;
(2) If a member becomes insolvent, makes an assignment for the benefit of
creditors, is declared to a bankrupt, or such member's assets are assigned or admin-
° istered for the benefit of creditors; or
(3) If a member otherwise engages in any illegal act, or gross negligence, or
willful misconduct in the performance of a member's duties hereunder.
XXX. Events of Dissolution
The Company shall be dissolved upon the occurrence of any of the following
events:
(1) The agreement in writing of the Members to dissolve the Company;
(2) The expiration of the term of the Company;
(3) The sale, transfer, or other disposition of substantially all of the non-
cash assets of the Company if the Members determine in writing to dissolve the
Company;
(4) The adjudication of the Company as insolvent, or the entry of any order
of relief by a court of competent jurisdiction with respect to the Company under any
applicable insolvency or bankruptcy laws, or the filing of an involuntary petition in
bankruptcy against the Company (which is not dismissed within ninety (90) days), or
the filing against the Company of a petition for reorganization under the Federal
Bankruptcy Code or any state statute (which is not dismissed within ninety (90)
days), or a general assignment by the Company for the benefit of creditors, or the
voluntary claim by the Company that it is insolvent or entitled to relief under any
provisions of the Federal Bankruptcy Code, or any state insolvency statute, or the
appointment for the Company of a temporary or permanent receiver, trustee, custo-
9

dian or sequestrator if such receiver, trustee, custodian, or sequestrator is not dis-
missed within ninety (90) days;
s) Upon the resignation, expulsion, bankruptcy, which mean being the sub-
ject of an order for relief under Title 11 of the United States Code, or dissolution of a
member, or occurrence of any other event that terminates the continued membership
of a member in the Company unless, within ninety (90) days of such event, all of the
remaining members agree to continue the Company in which event the business of
the Company shall be continued in accordance with this Agreement;
(6) When so required in accordance with other provisions of this Agreement;
or
(7) As otherwise required by the Act.
(8) Neither the death or incompetency of the Member nor the assignment or
transfer of the Member's entire membership interest will dissolve the Company.
XXXI. Distribution upon Dissolution
If the Company dissolves, and is not continued in accordance with this Agree-
ment, then, except as otherwise provided in this Agreement, the net proceeds of dis-
solution, including proceeds from any accompanying sale of Company assets, shall
be distributed in the following order of priority:
(1) First, toward the satisfaction of all outstanding debts and other obliga-
tions of the Company, other than those owing to the Member;
(2) Second, towards repayment of outstanding loans, if any, made by the
Members to the Company; and,
(3) Last among those members with a positive Capital Account balance, after
adjustments for all distributions and allocations for all prior periods, in proportion to
their ownership interests.
XXXII. Termination
Within a reasonable time following the completion of the winding up of the
Company, the Managers or the Liquidating Representative, as the case may be, shall
supply to each member a statement that shall set forth the assets and the liabilities
of the Company as of the date of complete winding up and each member's portion of
the distributions pursuant to this Agreement. Upon completion of the winding up of
I the Company and the distribution of all Company assets, the Company shall termi-
nate and the Members shall execute and record a Certificate of Cancellation of the
Company, as well as any and all other documents required to effectuate the dissolu-
tion and termination of the Company.
10

XXXIII. Limitation on Members'Liability
The Members whether acting in the capacity of a member or manager, shall not
be liable, responsible or accountable to the Company or any other member in damag-
es or otherwise for any acts, or for any failure to act, if such act or failure to act was
performed in good faith; provided, however, that a member shall not be relieved of
his, her or its fiduciary obligations to any other member or the Company imposed by
law, or for liability for fraud, bad faith, or gross negligence.
XXXIV. Indemnification of f Organizers, Managers, and Members.
(1) To the greatest extent not inconsistent with the laws and public policies
of the State of Virginia, the Company shall indemnify any organizer, Managers, or
Members (any such organizer, manager, or member who is a person, and any re-
sponsible officers, partners, shareholders, directors, or managers of such organizer,
manager, or member which is an entity, hereinafter referred to as the indemnified
"Individual") made a party to any proceeding because such Individual is or was a
member, manager, or organizer against all liability incurred by such Individual in
connection with any proceeding; provided that the Individual has met the standards
of conduct for indemnification set forth in this Article. The Company shall pay for or
reimburse the reasonable expenses incurred by any member, manager, or organizer
in connection with any such proceeding in advance of final disposition thereof if (1)
the Individual furnishes the Company with a written affirmation of the Individual's
• good faith belief that he, she or it has met the standard of conduct for indemnifica-
tion described below, and (2) the Individual furnishes to the Company a written un-
dertaking, executed personally or on such Individual's behalf, to repay the advance if
it is ultimately determined that such Individual did not meet such standard of con-
duct.
(2) The Company shall have the power, but not the obligation, to indemnify
any Individual or entity who is or was an employee or agent of the Company to the
same extent as if such individual or entity was an organizer, manager, or member.
(3) Indemnification of an Individual is permissible under this section only if:
a. The conduct of the Individual was in good faith; and
•
b. He, she or it reasonably believed that the conduct was in, or at
least not opposed to the Company's best interest, or
c. In the case of any criminal proceeding, he, she or it had no reason-
able cause to believe the conduct was unlawful; and
d. Such Individual or entity is not adjudged in any such proceeding to
be liable for gross negligence or willful misconduct in the performance of duty.
(4) Nothing contained in this section shall limit or preclude the exercise or
be deemed exclusive of any right under the law, by contract or otherwise, relating to
indemnification or advancement of expenses to any Individual who is or was an or-
ganizer, manager, or member of the Company or is or was serving at the Company's
11

request as a director, officer, partner, manager, trustee, employee, or agent of anoth-
er foreign or domestic company, partnership, association, limited liability company,
corporation, joint venture, trust, employee benefit plan, or other enterprise, whether
for profit or not. Nothing contained in this section shall limit the ability of the Com-
pany to otherwise indemnify or advance expenses to any Individual. It is the intent of
this section to provide indemnification to organizers, managers and members to the
fullest extent now or hereafter permitted by law consistent with the terms and condi-
tions of this section. Indemnification shall be provided in accordance with this sec-
; tion irrespective of the nature of the legal or equitable theory upon which a claim is
I made, including without limitation, negligence, breach of duty, mismanagement,
waste, breach of contract, breach of warranty, strict liability, violation of federal or
I state securities law, violation of the Employee Retirement Income Security Act of
1974, as amended, or violation of any other state or federal law.
(5) Definitions. For purposes of this section:
a. The term "expenses" includes all direct and indirect costs (includ-
ing, without limitation, counsel fees, retainers, court costs, transcripts, fees of ex-
perts, witness fees, travel expenses, duplicating costs, printing and binding costs,
telephone and facsimile charges, postage, delivery service fees, and all other dis-
bursements or out-of-pocket expenses) actually incurred in connection with the in-
vestigation, defense, settlement or appeal of a proceeding, or establishing or enforcing
a right to indemnification under this section, applicable law or otherwise.
b. The term "liability" means the obligation to pay a judgment, set-
; dement, penalty, fine, excise tax (including an excise tax assessed with respect to an
employee benefit plan), or reasonable expenses incurred with respect to a proceeding.
c. The term "party" includes an Individual who was or is threatened
to be made a named defendant or respondent in a proceeding.
d. The term "proceeding" means any threatened, pending or complet-
} ed action, suit, or proceeding, whether civil, criminal, administrative, or investigative,
and whether formal or informal.
e. The Company may purchase and maintain insurance for its bene-
fit, the benefit of any Individual who is entitled to indemnification under this section,
or both, against any liability asserted against or incurred by such Individual in any
capacity or arising out of such Individual's service with the Company, whether or not
the Company would have the power to indemnify such Individual against such liabil-
ity.
XXXV. Amendment
Except as provided by law or otherwise set forth herein, this Agreement may
only be modified or amended by a written instrument executed by the Members pur-
suant to unanimous consent.
12

•
XV7. Severability
Each provision of this Agreement shall be considered severable, and if for any
reason any provision or provisions hereof are determined to be invalid, such invalidi-
ty shall not impair the operation of, or affect, those portions of this Agreement that
are valid, and this Agreement shall remain in full force and effect and shall be con-
strued and enforced in all respects as if such invalid or unenforceable provision or
provisions had been omitted.
XXXVII. Burden and Benefit upon Successors
Except as expressly otherwise provided herein, this Agreement is binding upon,
and inures to the benefit of the Members and their successors and assigns.
XXXVIII. Further Assurances
Members hereby agree that it shall hereafter execute and deliver such further
instruments, provide all information and take or forbear such further acts and things
as may be reasonably required to carry out the intent and purpose of this Agreement
and as are not inconsistent with the terms hereof.
WITNESS the following signature:
MEMBER:
4y‘o
7C, (SEAL)
C. Dice Hammer
13

r r
+i3
SCHEDULE A
MEMBERS SCHEDULE
Member Name and Address Capital Membership
Contributed Interest %
C. Dice Hammer $1,000 100%
610 West Rio Rd.
Charlottesville, VA 22901
Total: 1 $1,000 100%
14

SCHEDULE B
MANAGERS SCHEDULE
Manager Name,Title and Address
C. Dice Hammer, President/Manager
610 West Rio Rd.
Charlottesville, VA 22901
Steven C. Krohn, Executive Vice President/Manager
610 West Rio Rd.
Charlottesville, VA 22901
Dean A. Sinatra, Vice President of Development, Marketing and Sales/Manager
112 Mountainside Way
Greenville, SC 29609
Tonna B. Buono,Treasurer/Manager
614West Rio Rd.
Charlottesville,VA 22901
Daniel P. Girouard,Vice President of Development Sales and Marketing/Manager
181 Clubhouse Way
Zion Crossroads, VA 22942
Garrett M. Smith, Secretary/General Counsel/Manager
610 West Rio Rd.
Charlottesville, VA 22901
15

1612560479
COMMONWEALTH OF VIRGINIA
4 STATE CORPORATION COMMISSION
drew '� Y
raoa = Office of the Clerk
December 30,2016
GARRETT SMITH �.
610 WEST RIO ROAD
CHARLOTTESVILLE, VA 22901
RECEIPT
RE:American Land Holdings, LLC
ID: S6548822
DCN: 16-12-30-6531
Dear Customer:
This is your receipt for$100.00 to cover the fee(s)for filing articles of organization for a limited
liability company with this office.
The effective date of the filing is December 30, 2016.
If you have any questions, please call [phone] or toll-free in Virginia, [phone].
Sincerely,
I•-� AL
Joel H. Peck
Clerk of the Commission
RECEIPTLC
LLNCD
CISECOM
P.O.Box 1197,Richmond,VA 2321E-1197
Tyler Building,First Floor,1300 Vast Main Street,Ri60.2mo4r'1,VA 2321 0
Clerk's Office(804)371-9733 or(866)722-2551(toll-free in Virginia)waver sce virginia govlclk

SAC eiie 1612560479
ARTICLES OF ORGANIZATION
OF y. �,•, �.
AMERICAN LAND HOLDINGS, LLC
The undersigned, pursuant to Chapter 12 of Title 13.1 of the Code of Virginia, states as follows:
1. The name of the limited liability company is American Land Holdings, LLC.
2. The purpose for which the limited liability company is formed is to engage in any lawful business,
purpose or activity for which a limited liability company may be formed under the Virginia Limited
Liability Company Act.
3. The name of the limited liability company's initial registered agent is Garrett Smith. The initial
registered agent is an individual who is a resident of Virginia and a member of the Virginia State
Bar.
4. The address of the limited liability company's initial registered office, which is identical to the
business office of the initial registered agent, is 610 West Rio Road, Charlottesville, VA 22901.
The initial registered office is located in Albemarle County, Virginia.
5. The address of the limited liability company's principal office where the records of the limited
liability company are to be kept is 181 Clubhouse Way, Zion Crossroads, VA 22942.
ORGANIZER:
Is/ Garrett M. Smith Date: December 30, 2016
Garrett M. Smith

1612560479
COMMONWEALTH OF VIRGINIA
STATE CORPORATION COMMISSION
AT RICHMOND, DECEMBER 30, 2016 11
The State Corporation Commission has found the accompanying articles submitted on behalf of
American Land Holdings, LLC
to comply with the requirements of law, and confirms payment of all required fees. Therefore, it
is ORDERED that this
CERTIFICATE OF ORGANIZATION
be issued and admitted to record with the articles of organization in the Office of the Clerk of the
Commission, effective December 30, 2016.
STATE CORPORATION COMMISSION
By 4"-71
James C. Dimitri
Commissioner
DLLCACPT
CISECOM
16-12-30-6531

f
Filing History
Entity Information
Entity Name: American Land Entity ID: S6548822
Holdings, LLC
Entity Type: Limited Liability Entity Status: Active
Company
Series LLC: No Reason for Active
Status:
Formation Date: 12/30/2016 Status Date: 02/15/2021
VA Qualification Date: 12/30/2016 Period of Perpetual
Duration:
Industry Code: 0 - General Annual Report N/A
Due Date:
Jurisdiction: VA Charter Fee: N/A
Registration Fee Due 12/31/2023
Date:
Filing History Details
Received Effective Filing Microfilm Document Amendment
Date Date Number Number Type Status Type
12/30/2016 12/30/2016 1612306531 1612560479 Articles of Approved N/A
Organization
Page 1 of 1,records 1 to 1 of 1
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fir i to LIMITED LIABILITY COMPANY ANNUAL REPORT
U6/20Z2
NAME OF LIMITED LIABILITY COMPANY: Pirates Cove Development Company, LLC
Fiing celse
SECRETARY OF STATE ID NUMBER: 2539468 STATE OF FORMATION: NC E-Filed Annual Report
2539468
REPORT FOR THE CALENDAR YEAR: 2023014
3i16/2023 06:30
SECTION A:REGISTERED AGENT'S INFORMATION ❑chaff
1.NAME OF REGISTERED AGENT: Hamby, Bryan
2.SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3.REGISTERED AGENT OFFICE STREET ADDRESS&COUNTY 4.REGISTERED AGENT OFFICE MAIUNG ADDRESS
645 Village Park Drive Unit 304 PO Box 916
Wilmington,NC 28405 New Hanover County Wrightsville Beach,NC 28480
SECTION B:PRINCIPAL OFFICE INFORMATION
1.DESCRIPTION OF NATURE OF BUSINESS: Real Estate Development
2.PRINCIPAL OFFICE PHONE NUMBER: [phone] 3.PRINCIPAL OFFICE EMAIL: Privacy Redaction
4.PRINCIPAL OFFICE STREET ADDRESS. 5.PRINCIPAL OFFICE MAILING ADDRESS
610 West Rio Road P.O.Box 7505
Charlottesville,VA 22901-1412 Charlottesville,VA 22906-7505
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:COMPANY OFFICIALS(Enter additional company officials in Section E.)
NAME: Amam Lon'!Laaing'.i,C al/imago Wad lobar mn,,,sy NAME: NAME:
TITLE: Owner Manager TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
610 West Rio Road
Charlottesville,VA 22901-1412
SECTION D:CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
American Land Holdings,Li r W a gada limited!lability company,by Carol Dice Hammer Sole Member 3/16/l2023
SIGNATURE DATE
Form must be signed by a Company Offcial listed under Section C of This form.
American Land Holdings.U-C a VIrglrib!hilted Ilabliky company.by Carrel Dice Hammer Sole Member Owner Manager
Print or Type Name of Company Official Print or Type T of Company Official
This Annual Report has been flied electronically.
MAIL TO:Secretarof Stele, Business Registration Division.Post Office Box 29525,Raleigh,NC 27626.0525

40
} SOSID:2539 6, a
ate Filed:12/13/2022 29:00 PM
State of North Carolina ey, Elaine F.Marshall
Department of the Secretary of State °North Carolina Secretary of State
C2022 30553
Limited Liability Company
ARTICLES OF ORGANIZATION
Pursuant to§57D-2-20 of the General Statutes of North Carolina,the undersigned does hereby submit these Articles
of Organization for the purpose of forming a limited liability company.
I. The name of the limited liability company is: Pirates Cove Development Company,LLC
(See Item 1 of the Instructions for appropriate entity designation)
2. The name and address of each person executing these articles of organization is as follows: (State whether each
person is executing these articles of organization in the capacity of a member,organizer or both by checking
all applicable boxes.)Note: This document must be signed by all persons listed.
Name Business Address Capacity
American Land Holdings.LLC a Virginia limited liability company-610 West Rio Road Charlottesville VA,229D1-1412 United States Member❑0 Organizer
❑Member['Organizer
['Member['Organizer
3. The name of the initial registered agent is:Bryan Hamby
4. The street address and county of the initial registered agent office of the limited liability company is:
Number and Street 1720 Barclay Pointe Blvd,Unit 11310
City Wilmington State:NC ZipCode: 28412 County: New Hanover
5. The mailing address,if different from the street address, of the initial registered agent office is:
Number and Street P.O.Box 916
City Wrightsville Beach State:NC Zip Code: 28480-0914 ounty: New Hanover
6. Principal office information: (Select either a or b.)
a. ['The limited liability company has a principal office.
The principal office telephone number: [phone]
The street address and county of the principal office of the limited liability company is:
Number and Street: 610 West Rio Road
City:Charlottesville State:VA Zip Code:22901-141.2 County:Albemarle
BUSINESS REGISTRATION DIVISION P.O.BOX 29622 Raleigh„NC 27626-0622
(Revised August.2017) Fonn L-OI

/4%
The mailing address,if different from the street address,of the principal office of the company
Number and Street:P.O.Box 7505 N46,
Ci :Charlottesvi 1
ty l e State: VA Zip Code:22906-7505 County:Albemarle
b. ❑The limited liability company does not have a principal office.
7. Any other provisions which the limited liability company elects to include(e.g.,the purpose of the entity)are
attached.
8. (Optional):Listing of Company Officials(See instructions on the importance of listing the company officials in the
creation document.
Name Title Business Address
Almi=n 1-8et'°wo ,LLC aWO'hwertrabiaryeoapany Owner Manager 610 West Rio Road Charlottesville VA,
9. (Optional):Please provide a business e-mail address:privacy Redaction
The Secretary of State's Office will e-mail the business automatically at the address provided above at no cost when a
document is filed. The e-mail provided will not be viewable on the website. For more information on why this service is
offered,please see the instructions for this document.
10. These articles will be effective upon filing,unless a future date is specified:
This is the I3th day of December ,2022 .
American Land Holdings.LLC a Virginia limited liability company
C.Dice Hammer,Sole Member
Signature
organizer
C.Dice Hammer,Sole Member
Type or Print Name and Title
The below space to be used if more than one organizer or member is listed in Item#2 above.
Signature Signature
Type or Print Name and Title Type or Print Name and Title
NOTE:
I, Filing fee is S125. This document must be filed with the Secretary of State.
BUSINESS REGISTRATION DIVISION P.O.BOX 29622 Raleigh,NC 27626-0622
(Revised August 2017) Form L-01

DESIGN NARRATIVE FOR EROSION CONTROL AND STORMWATER
AT ACCOLADE SUBDIVISION
SURF CITY
FENDER CO., P .C.
October 2023
TABLE OF CONTENTS
1.0 PROJECT DESCRIPTION
2.0 SITE DESCRIPTION ;
BY
3.0 ADJACENT PROPERTY
4.0 DRAINAGE CONSIDERATIONS
5.0 EROSION CONTROL CONSIDERATIONS
6.0 CONSTRUCTION SCHEDULE
r
7.0 VEGETATION PLAN
8.0 MAINTENANCE PLAN
•
APPENDIX .4%) ' {tom
IMPERVIOUS AREA TOTALS 1
STORM PIPING CALCULATIONS
PE7
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to
Accolade Subdivision
March 2023

1. Project Description: The Accolade subdivision is a proposed development
containing -y " Yts on a 15.39 ac. parcel zoned R-5. The subject property,
located on Topsail Island near the southern Surf City Limits line, is bordered by Hwy 50
to the south, Cutlass Drive to the west and Topsail Sound waters to the north. The
property is primarily wooded, and a detailed Tree Survey has been completed as well as
a Soil Suitability Analysis.
The land disturbing activity associated with the project will consist of select clearing and
grubbing of trees, clearing existing drainage swales, grading of the site, and sediment
and erosion control measures such as a silt fence, gravel construction entrance, and
infiltration basin.
The basin will act as sediment basin during construction but will be sized for 90% TSS
removal of impervious area runoff with complete infiltration. Also included in the project
will be storm piping, water lines, and sewer lines, and paved parking areas with curb and
gutter. A community area will also be built with clubhouse, pool, and picnic shelter. Lots
will not be mass graded. The total area which will be disturbed for this project is
approximately 4.25 acres.
2. Site Description: The project site is in Surf City, Pender Co., NC, located
directly to the west of Highway 50. The property on which the development will take
place is currently owned by Pirates Cove Development Company, LLC.
The subdivision layout will include internal Private Roads with connections onto both
Cutlass Drive and Hwy 50. The main entrance will be from Hwy 50. The street layout
provides circulation and property frontage for min. of 50' wide lots, 50' R/W and a 20'
paved roadway with curb and gutter. It is intended to review options of both the road
alignment and roadway bifurcation to preserve specimen Trees.
On site soils consist of Newhan Corolla complex. These soils are mainly loamy, fine
sands of USCS classification of SP fine sand.
There are existing wetlands onsite that have been delineated and shown on plans. No
wetland impacts are proposed.
New construction onsite will consist of paved roads with curb and gutter, curb inlets,
storm piping, and infiltration basin.
The property is served by Surf City Public Water and limited Sewer. There is a Surf City
Sewer Pump Station located on-site. However, due to limited sewer capacity, only 10
connections are available. The remaining lots will be served by individual septic systems
and pump-to septic fields. The pump-to systems will include a deeded septic lot for the
building lot being served. As indicated above, a Soils Suitability Analysis was conducted
by a Soil Scientist and serves as a guide to placing lots within suitable soil areas. The
Public Water System will require the extension of the existing Hwy 50 water main into
the site with a loop connection on Cutlass Drive. The main extension will include the
required Fire Hydrants.
General slope of the site is from center to north.
Land use in the vicinity is residential.
Accolade Subdivision
March 2023

3. Adjacent Property: The areas adjacent to the project site are mostly
residential areas and the intracoastal waterway.
4. Drainage Considerations: The project will have three separate drainage areas.
The area adjacent to the ICWW will be low density with built upon area being below 12%
which will be the residential lots with driveways. The second drainage area will be for all
of the roadways, sidewalks, community area, and remaining residential lots and will be
considered High Density at approximately 48.3%. The third drainage area is the small
driveway apron that connects to Cutlass Drive since the grades do not support collecting
this small portion into the collection system.
Drainage calculations to determine the size of storm piping is attached in the appendix—
Storm Piping Calculations. The project site is graded so that storm water drains into
strategically placed curb inlets. From the curb inlets, storm water will empty into a
network of storm pipes which drain into the new infiltration basin.
Calculations showing the sizing of the stormwater detention basin are shown in the
attached appendix — Stormwater Calculations. The infiltration basin will be sized where
the required temporary storage volume was determined using the SCS Curve Number
Runoff Method with TR55 Time of Concentration of Type Ill Distribution for pre/post of
the 1 year 24 hour event. The basin will hold over 3 times the required volume and
infiltrate within 2 days.
5. Erosion Control Considerations: The following erosion control measures are
used on this project:
1. Temporary Gravel Construction Entrance/Exit
To prevent sediment from leaving the site, temporary gravel construction entrances
should be installed where the project entrance falls onto Galloway Road. For
dimensions and specifications, see construction details.
2. Land Grading
The existing slope of the site is from center to west and east towards the back of
the property. Most of the disturbed areas on the site will drain into curb inlets
which will empty into stormwater piping and drain into onsite detention ponds.
3. Silt Fence
Silt fence should be installed prior to clearing and grading activities. Silt fence
should be checked routinely. If needed, silt fence should be cleaned and replaced
if damaged. See Construction Detail for dimensions and specifications.
4. Inlet Protection
Inlet protection consisting of a small portion of silt fence surrounding proposed curb
inlets will be utilized to prevent sediment from entering the drainage system. See
Construction Detail for dimensions and specifications.
5. Infiltration Basin
Accolade Subdivision
March 2023

Basin will be built to control sediment from leaving the site. The basin will be
cleaned of any sedimentation during construction once the site has been fully
stabilized. See Construction Detail for dimensions and specifications.
6. Temporary Rock Check Dam
Rip rap dams constructed at discharge points of the temporary construction ditches
and ditches that will remain on site. These check dams will serve as temporary
sediment traps until the detention ponds are constructed and vegetation is
established in the existing drainageways that are to be cleaned out. See
Construction Detail for dimensions and specifications.
6. Construction Schedule:
1. Obtain plan approval and other applicable permits.
2. Hold pre-construction meeting at least one week prior to beginning construction.
3. Install temporary construction entrance/exits.
4. Before clearing and grading of the site, install silt fencing and clean and replace as
necessary. Install temporary rock check dams.
5. Build onsite skimmer sediment basins that will become detention ponds.
6. Check existing swales and clear as necessary.
7. Begin clearing and grading of the site.
8. Install storm piping beginning at sediment basins continuing upstream while
constructing onsite curb inlets with inlet protection along the way.
9. Install sewer and waterlines and pave new roadway.
10. Clean basin of deposited sediments back to virgin soil once site has been fully
stabilized.
11. All erosion and sediment control practices will be inspected bi-weekly and after each
rainfall event. Needed repairs will be made immediately.
12.After the entire covered area is stabilized, all temporary measures will be removed
and permanent vegetative repairs to be completed.
7. Vegetation Plan:
1. After complete stabilization of the entire covered area, top cover soils will be
roughened by making 1"-2" deep grooves perpendicular to the slope.
2. Spread lime (agricultural limestone) evenly over the area at a rate of 1.5 tons/acre;
spread 10-10-10 fertilizer at a rate of 1000 lb/acre and incorporate into the top 6" of
soil.
Accolade Subdivision
March 2023

3. Loosen surface prior to applying seed.
4. Broadcast seed at recommended rates.
5. Rake seed into the soil and lightly pack to establish good contact.
6. Mulch with 4000 lb/acre grain straw or equivalent and anchor by weighted farm disc
set nearly straight or other mulch anchoring tool.
7. Mow as needed and refertilize in late winter or early spring by topdressing with 10-
10-10 fertilizer.
8. Graded surfaces shall not be exposed without grass coverage for more than 15
days. If grades are not complete and exposure is more than 15 days, temporary
seed with rye grain at 50 lb/acre.
8. Maintenance Plan:
1. Contractor shall maintain all sedimentation and erosion control devices during
construction.
2. All devices shall be checked after each rain event and weekly. Repairs shall be
made immediately when detected.
3. Any deficiencies shall be brought to the immediate attention of the Engineer.
Seed Types and Application Rate/Schedule
Temporary Seeding
Grass Type Amount/ 1000 SF Time of Seeding Initial
Rye Grain 1-2 lbs Nov. —Jan. 25 lbs 10-10-10
Brown Top Mullet 1-2 lbs June—Aug. 25 lbs 10-10-10
Permanent Seeding
Grass Type Amount Time of Initial Fertilization / Fertilization / Fertilization /
/1000 Seeding 1000 sf 1000 sf 1000 sf
sf Maintenance maintenance maintenance
Burmuda, 1-2 lbs Apr. — 25 lbs March-April Each 4-8 Aug.-Sept.
Common June 10-10-10 12 lbs Weeks 12lbs
10-10-10 1-2 lbs N. 10-10-10
Fescue, Tall 5-7 lbs Sept. — 25 lbs Feb-March May & Dec. Sept.-Oct.
(Kentucky Oct. 10-10-10 12 lbs '/2 to 1 lb. n. 12 lbs
31) Feb. 10-10-10 10-10-10
Oct.
Sericea 1-2 lbs March — 25,Ibs Feb-March '/2 to 1 lb. N. N/A
Lespedeza Apr. 10-10-10
(Slopes)
Accolade Subdivision
March 2023

END OF PLAN
Accolade Subdivision
March 2023

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?ender County. North Carolina 147
TABLE 16.--SOIL AND WATER FEATURES--Continued
Flooding i High water table ; Risk of corrosion
Map symbol and Hydrologic
soil name group Frequency Duration Months Depth Kind Months Uncoated Concrete
steel
Ft
Jo C Rare --- --- 1.5-3.0 Apparent`Dec-Apr'Moderate High.
Johns
KaA B None --- --- 4.0-6.0 Apparent Dec-Apr Moderate Moderate.
Kalmia
KeB A None --- --- 4.0-6.0 Apparent Dec-Apr Low High.
Kenansville
KuB A None --- --- >6.0 --- --- Low Low.
Kureb
LnA B/D None --- --- 0-1.0 Apparent Nov-Apr High High.
Leon
Ls B/D None --- --- +1-1.5 Apparent Nov-Apr High High.
Liddell
Lu B/D Occasional Brief to Nov-Mar 0-1.5 Apparent Nov-Apr High High.
Lumbee long.
Ma C None --- --- 1.5-3.5 Apparent Dec-Mar Moderate High.
Mandarin
McC:
Marvyn B None --- --- >6.0 --- --- Moderate High.
Craven C None --- --- 2.0-3.0 Apparent Dec-Apr High High.
Me D Rare --- --- 0-1.0 Apparent Nov-Apr High Moderate.
Meggett
Mk D Frequent---- Brief Nov-Apr 0.5-1.5 Apparent Dec-Mar High Moderate.
Muckalee
Mu A/D None --- --- +1-1.0 Apparent Nov-May High Moderate.
Murville
NhC A Rare --- --- >6.0 --- --- High Low.
Newhan
NkE:
... Newhan A Rare --- --- >6.0 --- --- High Low.
Corolla D Rare --- --- 1.5-3.0 Apparent Nov-May Low Low.
NmE:
Newhan A Rare --- --- >6.0 --- --- High Low.
Corolla D Rare --- --- 1.5-3.0 Apparent Nov-May Low Low.
Urban land.
NoA, NoB B None --- --- '4.0-6.0 Apparent Jan-Mar Moderate High.
Norfolk
On B None --- --- 1.5-3.0 Apparent Dec-Apr High High.
Onslow
PaA C None --- 1.5-3.0 Apparent Dec-Apr Low High.
Pactolus
i 1

IMPERVIOUS AREA TOTALS
Site Data '
i
Accolade •
Total Property Area • 15.39 acres
I 670,578 ;SF !
Coastal Wetland Area •
I
0.53 ;acres
I 22998 SF
Total Project Area 14.87 !acres
1 647,580 !SF
I
i I
Total Site Area Density Built Upon Area 29.0%
(BUA of All Development divided by Total Project Area) ! I
I
I i I
DA-1 Drainage Area minus Coastal Wetlands ! 322,764 1SF
DA-1 BUA Density 11.9%; .
I
DA-2 Drainage Area 309,957 !SF
DA-2 BUA Density 48.3%;
Project Area Disturbed Limits 4.25 l acres
i
Existing Impervious Area(Pre-1988 Development) 0 sf 0.00 I AC
!(to remain) !
Existing Buildings 0 !sf I 0.00 ! AC
I Existing Parking/Drive Aisles t 0 I sf i 0.00 AC
_Existing Sidewalks 0 'sf 0.00 AC
•Proposed Built Upon Area-DA1 -Low Density Area : 38250 I sf 0.88 AC
Proposed Houses - 17 lots at 2000 SF per lot house 34000 'sf 0.78 ; AC
Patio Pads ! 0 i sf 0.00 AC
Driveways-250 SF per Lot 4250 I sf 0.10 AC
Proposed Built Upon Area-DA2-High Density Area • 149588 sf 3.434 AC
I
!Proposed Houses - 26 lots at 2500 SF per lot house ; 65000 sf i 1.49 AC
I Community Area Building ! 2025 sf 0.05 AC
Roadways with Curb and Gutter 1 58500 sf 1.34 AC
I Pool Deck i 3627 sf 0.08 AC
j Solid Concrete Sidewalks _ 8736 sf 0.20 AC
Patio pads 5200 I sf 0.12 AC
Parking(#57 Stone-Pervious) I 0 I sf 0.00 AC
I Driveways - 250 SF per lot 6500 1 sf 0.15 AC
'Total Proposed Built Upon Area for Site I 187838 Isf I 4.31 1 AC 7

Accolade
Drainage Area#2-High Density
Infiltration Basin#1
Basin Parameters
Drainage Area to basin= 7 12 AC
309957 SF
Impervious Area to basin= 3.43 AC
149588 SF
Percent Impervious= 48.26%
Downstream Surface Water Class: SA Required Runoff Depth= 1 year 24 hr Event=3.75"
Req.Storage Volume= 26453 CF per Routing
Storage volume required= 26453 CF 197868 Gal
Surface area at TP of basin= 25532 SF Elev=8'
Surface area at bottom of basin= I IQc SF t Elev=4'
Proposed basin depth= 4.0 FT
Proposed basin volume= 84966 CF
Storage vs.Required= 3.21
Hydraulic Conductivity By Soils Report= in/hr = 0.97 CF/Hr/SF
(use half for waiving of bypass and filter strip)
Volume requiring infiltration= 84966 CF *Full factor of safety volume
Area of bottom of basin= 16951 SF
Dewatering Time= V = 0.21 days
2*K*A
5.2 hours
Size Emergency Spillway
Channel Lining: Rip Rap
S=
Q Mannings(cfs)= 16.40 Max
10.0 ft.
Length= ft
Velocity= 2.85 ft/s
Depth with Freeboard= 0.50 ft

Accolade
Runoff Curve Number Calculation
Drainage Area 2 to Infiltration Basin
**Existing Soils are Newhan with Hydrologic Group A-well drained sands
Pre Development Curve Number
GN= 3U Undeveloped Wooded Sands
Post Development Curve Number
Area CN
Acres
Lawns 3.69 x 40 147.6
Impervious Areas 3.43 x 98 336.14
7.12 483.74
CN = 483.74 / 7.12
CN = 67.94
*68 rounded up in calculations

Hydraflow Table of Contents AccoladeRev2.gpw
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2023 Tuesday, 10/17 1 2023
Hydrograph Return Period Recap 1
1 - Year
Summary Report 2
Hydrogrcph Reports 3
Hydrograph No. 2, SCS Runoff, PreDevDA2 3
TR-55 Tc Worksheet 4
Hydrograph No. 3, SCS Runoff, PostDevDA2 5
TR-55 Tc Worksheet 6
Hydrograph No. 4, Reservoir, InfBasin 7
Pond Report- InfBasinl 8
IDF Report 10

7
Hydrograph Return Period RTica
yaaraariew Hydrographs Extension for Autodesk®Civil 3D®by Autodesk,Inc.v2023
Hyd. Hydrograph Inflow Peak Outflow(cfs) Hydrograph
No. type hyd(s) Description
(origin) 1-yr 2-yr 3-yr 5-yr 10-yr 25-yr 50-yr 100-yr
2 SCS Runoff ---- 0.000 0.000 ---- 0.215 --- ---- -- PreDevDA2
3 SCS Runoff --- 7 560 11 87 --- --- 27 07 ---- --- ---- PostDevDA2
4 Reservoir 3 0.000 0.000 --- --- 0.803 ---- ---- ---- InfBasin
Proj. file: AccoladeRev2.gpw Tuesday, 10/ 17/2023

2
Hydrograph Summary Report
ydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2023
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)
2 SCS Runoff 0.000 1 n/a 0 ---- ----- PreDevDA2
3 SCS Runoff 7 5660 1 773 76,456 -_— PrionevnA7
4 Reservoir 0.000 1 n/a 0 3 5.61 26,456 InfBasin
_ I I I
AccoladeRev2.gpw Return Period: 1 Year Tuesday, 10/ 17/2023

3
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2023 Tuesday, 10/17/2023
Hyd. No. 2
PreDevDA2
Hydrograph type = SCS Runoff Peak discharge = 0.000 cfs
Storm frequency = 1 yrs Time to peak = n/a
Time interval = 1 min Hyd. volume = 0 cuft
Drainage area = 7.110 ac Curve number = 30*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = TR55 Time of conc. (Tc) = 23.50 min
Total precip. = 3.75 in Distribution = Type III
Storm duration = 24 hrs Shape factor = 484
*Composite(Area/CN)_[(0.220 x 30)]/7.110
PreDevDA2
Q(cfs) Q (cfs)
Hyd. No. 2 -- 1 Year
0.10 0.10
0.09 0.09
0.08 •- 0.08
0.07 0.07
0.06 0.06
0.05 0.05
0.04 0.04
0.03 0.03
0.02 0.02
0.01 -- - - 0.01
0.00
0.0 0.2 0.3 0.5 0.7 0.8 1.0
Hyd No. 2 Time(hrs)

4
TR55 Tc Worksheet
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2023
Hyd. No. 2
PreDevDA2
Description A B C Totals
Sheet Flow
Manning's n-value = 0.130 0.011 0.011
Flow length (ft) = 200.0 0.0 0.0
Two-year 24-hr precip. (in) = 4.91 0.00 0.00
Land slope (%) = 0.50 0.00 0.00
Travel Time (min) = 21.38 + 0.00 + 0.00 = 21.38
Shallow Concentrated Flow
Flow length (ft) = 200.00 0.00 0.00
Watercourse slope (%) = 1.00 0.00 0.00
Surface description = Unpaved Paved Paved
Average velocity (ft/s) =1.61 0.00 0.00
Travel Time (min) = 2.07 + 0.00 + 0.00 = 2.07
Channel Flow
X sectional flow area (sqft) = 0.00 0.00 0.00
Wetted perimeter(ft) = 0.00 0.00 0.00
Channel slope (%) = 0.00 0.00 0.00
Manning's n-value = 0.015 0.015 0.015
Velocity (ft/s) =0.00
0.00
0.00
Flow length (ft) ({0})0.0 0.0 0.0
Travel Time (min) = 0.00 + 0.00 + 0.00 = 0.00
Total Travel Time, Tc 23.50 min

. 5
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2023 Tuesday,10/17/2023
Hyd. No. 3
PostDevDA2
Hydrograph type = SCS Runoff Peak discharge = 7.560 cfs
Storm frequency = 1 yrs Time to peak = 12.10 hrs
Time interval = 1 min: Hyd. volume = 26,456 cult
Drainage area = 7.120 ac Curve number = 68*
Basin Slope = 0.0 % Hydraulic length = 0 ft
Tc method = TR55 Time of conc. (Tc) = 7.90 min
Total precip. = 3.75 in Distribution = Type Ill
Storm duration = 24 hrs Shape factor = 484
*Composite(Area/CN)=[(3.690 x 40)+(3.430 x 98)]/7.120
PostDevDA2
Q(cfs) Hyd. No. 3-- 1 Year Q(cfs)
8.00
.I.m.. .._ L...._.. ... ._ ___............... .. ... _...._ _._..
6.00 — 1 6.00
4.00 - 4.00
1.
2.00 2.00
\.. ,.......
0.00 - i I l i - 0.00
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Hyd No. 3 Time(hrs)

6
TR55 Tc Worksheet
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk,Inc.v2023
Hyd. No. 3
PostDevDA2
Description A B C Totals
Sheet Flow
Manning's n-value = 0.150 0.011 0.011
Flow length (ft) = 25.0 0.0 0.0
Two-year 24-hr precip. (in) = 4.91 0.00 0.00
Land slope (%) = 0.50 0.00 0.00
Travel Time (min) = 4.54 + 0.00 + 0.00 = 4.54
Shallow Concentrated Flow
Flow length (ft) = 50.00 0.00 0.00
Watercourse slope (%) = 1.00 0.00 0.00
Surface description = Paved Paved Paved
Average velocity (ft/s) =2.03 0.00 0.00
Travel Time (min) = 0.41 + 0.00 + 0.30 = 0.41
Channel Flow
X sectional flow area (sqft) = 1.23 1.77 0.00
Wetted perimeter(ft) = 3.93 4.71 0.00
Channel slope (%) = 0.40 0.40 0.00
Manning's n-value = 0.015 0.015 0.015
Velocity (ft/s) =2.88
3.26
0.00
Flow length (ft) ({0})111.0 456.0 0.0
Travel Time (min) = 0.64 + 2.33 + 0.00 = 2.97
Total Travel Time, Tc 7.90 min

r , 7
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk,Inc.v2023 Tuesday, 10/17/2023
Hyd. No. 4
InfBasin
Hydrograph type = Reservoir Peak discharge = 0.000 cfs
Storm frequency = 1 yrs Time to peak = n/a
Time interval = 1 min Hyd. volume - cuft 0
Inflow hyd. No. = 3 - PostDevDA2 Max. Elevation = 5.61 ft
Reservoir name = InfBasin1 Max. Storage = 26,456 cuft
Storage Indication method used.
InfBasin
Q (cfs) Hyd. No. 4-- 1 Year Q(cfs)
8.00 I 8.00
.. ., _..... ......, .._ .. __ .. .„... .., . i
6.00 - 6.00
4.00 - 4.00
2.00 2.00
0.00 - - 0.00
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Time(hrs)
— Hyd No. 4 - Hyd No. 3 Total storage used =26,456 cuft

'Pored Report 8
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk,Inc.v2023 Tuesday, 10/17/2023
Pond No. 1 - InfBasinl
Pond Data
Contours-User-defined contour areas.Conic method used for volume calculation.Begining Elevation=4.20 ft
Stage I Storage Table
Stage(ft) Elevation(ft) Contour area(sqft) Incr.Storage(cuft) Total storage(cuft)
0.00 4.20 16,951 0 0
u.au 5.0u 1 8,143 14,210 14,2/0
1.80 6.00 20,952 19,835 34,105
2.80 7.00 23,984 22,449 56,554
3.80 8.00 27,118 25,532 82,087
Culvert/Orifice Structures Weir Structures
[A] [B] [C] . [PrfRsr] [A] [B] [C] [D]
Rise(in) = 0.00 0.00 0.00 0.00 Crest Len(ft) = 10.00 0.00 0.00 0.00
Span(in) = 0.00 0.00 0.00 0.00 Crest El.(ft) = 7.50 0.00 0.00 0.00
No.Barrels = 0 0 0 0 Weir Coeff. = 3.33 3.33 3.33 3.33
Invert El.(ft) = 0.00 0.00 0.00 0.00 Weir Type = Broad - --
Length(ft) = 0.00 0.00 0.00 0.00 Multi-Stage = No No No No
Slope(%) = 0.00 0.00 0.00 n/a
N-Value = .013 .013 .013 n/a
Orifice Coeff. = 0.60 0.60 0.60 0.60 Exfil.(in/hr) = 0.000(by Contour)
Multi-Stage = n/a No No No TW Elev.(ft) = 0.00
Note:Culvert/Orifice outflows are analyzed under inlet(ic)and outlet(oc)control.Weir risers checked for orifice conditions(ic)and submergence(s).
Stage/Storage/Discharge Table
Stage Storage Elevation Clv A Clv B Clv C PrfRsr Wr A Wr B Wr C Wr D Exfil User Total
ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.00 0 4.20 - - -- - 0.00 - --- --- -- 0.000
0.08 1,427 4.28 --- - -- - 0.00 -- - -- 0.000
0.16 2,854 4.36 --- -- - --- 0.00 --- --- -- - 0.000
0.24 4,281 4.44 -- - - 0.00 -- 0.000
0.32 5,708 4.52 --- -- -- 0.00 - - - - --- 0.000
0.40 7,135 4.60 -- -- - 0.00 -- --- - - --- 0.000
0.48 8,562 4.68 -- - - --- 0.00 -- - - - --- 0.000
0.56 9,989 4.76 -- -- - - 0.00 --- - --- - - 0.000
0.64 11,416 4.84 -- - -- - 0.00 --- - - -- -- 0.000
0.72 12,843 4.92 - -- - --- 0.00 - - - -- - 0.000
0.80 14,270 5.00 --- -- - -- 0.00 - -- - - - 0.000
0.90 16,254 5.10 -- - -- 0.00 -- - -- -- 0.000
1.00 18,237 5.20 - - - --- 0.00 --- -- - -- - 0.000
1.10 20,221 5.30 - -- - - 0.00 -- --- - - -- 0.000
1.20 22,204 5.40 -- - - -- 0.00 - --- --- -- - 0.000
1.30 24,188 5.50 - -- CC 0.00 -- --- --- -- - 0.000
1.49 26,171 .60 S.q f 'f.Q -V or: 0.00 --- -- --- - -- 0.000
1.50 28,155 5.70 --- -v -- / -- 0.00 --- - -- 0.000
1.60 30,138 5.80 --- - -- -- 0.00 --- --- --- 0.000
1.70 32,122 5.90 - - - -- 0.00 -- 0.000
1.80 34,105 6.00 - - -- - 0.00 - --- 0.000
1.90 36,350 6.10 - --- -- 0.00 -- -- --- --- 0.000
2.00 38,595 6.20 -- -- - 0.00 --- -- --- 0.000
2.10 40,840 6.30 --- - - --- 0.00 - --- 0.000
2.20 43,085 6.40 - - -- -- 0.00 --- -- --- 0.000
2.30 45,330 6.50 -- -- -- -- 0.00 --- --- - 0.000
2.40 47,575 6.60 -- -- --- --- 0.00 - -- --- 0.000
2.50 49,820 6.70 -- -- 0.00 -- -- 0.000
2.60 52,064 6.80 - - -- - 0.00 - -- - 0.000
2.70 54,309 6.90 -- - --- -- 0.00 -- - --- 0.000
2.80 56,554 7.00 --- --- 0.00 -- -- -• 0.000
2.90 59,107 7.10 -- - 0.00 -- -- - 0.000
3.00 61,661 7.20 -- -- -- 0.00 -- -- 0.000
3.10 64,214 7.30 0.00 -- -- -- --- 0.000
3.20 66,767 7.40 -- 0.00 -- -- -- -• 0.000
3.30 69,320 7.50 -- -- -- 0.00 -- -- -- 0.000
Continues on next page...

9
I nfBasin 1
Stage/Storage I Discharge Table
Stage Storage Elevation Clv A Clv B Clv C PrfRsr Wr A Wr B Wr C Wr D Exfil User Total
ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
3.40 71,874 7.60 -- -- -- -- 1.05 -- — --- -- --- 1.053
3.50 74,427 7.70 --- — -- -- 2.98 — — -- — -- 2.978
3.60 76,980 7.80 -- -- -- -- 5.47 -- — --- -- -- 5.472
3.70 79,533 7.90 — — — — 8.42 -- -- --- — — 8.424
3.80 82,087 8.00 --- -- --- 11.77 — -- --- ---- 11.77
...End

10
Hydraflow Rainfall Report
Hydraflow Hydrographs Extension for Autodesk®Civil 3D®by Autodesk, Inc.v2023 Tuesday, 10/17/2023
Return Intensity-Duration-Frequency Equation Coefficients(FHA)
Period
(Yrs) I3 D E (N/A)
1 74.4215 12.4000 0.8811 ------
2 67.7512 i2.7000 0.8730 -----
3 0.0000 0.0000 0.0000 ----
5 0.0000 0.0000 0.0000 ----
10 93.0828 12.5000 0.8050 -------
25 82.4235 11.1000 0.7415 ---
50 75.5220 10.1000 0.6967
100 68.9847 9.1000 0.6520 ---
File name:SurfCity.IDF
Intensity= B/(Tc+ D)"E
Return Intensity Values(in/hr)
Period
(Yrs) 5 min 10 15 20 25 30 35 40 45 50 55 60
1 6.01 4.81 4.03 3.47 3.06 2.74 2.48 2.27 2.10 1.95 1.82 1.71
2 7.14 5.75 4.83 4.18 3.69 3.31 3.00 2.75 2.54 2.37 2.21 2.08
3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
10 9.29 7.59 6.46 5.65 5.03 4.55 4.16 3.84 3.57 3.34 3.14 2.96
25 10.50 8.59 7.34 6.44 5.77 5.24 4.81 4.46 4.16 3.91 3.68 3.49
50 11.39 9.34 8.00 7.05 6.33 5.77 5.32 4.94 4.62 4.35 4.12 3.91
100 12.29 10.08 8.66 7.66 6.91 6.32 5.84 5.45 5.11 4.83 4.58 4.36
Tc=time in minutes.Values may exceed 60.
Precip.file name:C:1Userslraepc1OneDrive\Desktop\SurfCity.pcp
Rainfall Precipitation Table(in)
Storm
Distribution 1-yr 2-yr 3-yr 5-yr 10-yr 25-yr 50-yr 100-yr
SCS 24-hour 3.75 4.56 0.00 6.36 7.06 9.58 11.30 13.30
SCS 6-Hr 2.75 3.36 0.00 4.60 5.11 6.73 7.84 9.08
Huff-1st 1.40 1.55 0.00 2.75 4.00 5.38 6.50 8.00
Huff-2nd 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Huff-3rd 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Huff-4th 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Huff-Indy 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Custom 3.75 4.56 0.00 6.36 7.06 9.58 11.30 13.30

ROY COOPER l
downer ` ue'
Ei .THS. .,;.
Secretary
WILLIAM E.TOSY VINSON,jR NORTH CAROLINA
&ttetm©neck Environonental Qualify
October 13th,2023
Via email only: mhaymans(a»sprinRcreeklivin.com
Pirate Cove Development Company,LLC,Developer
Attn: C.Dice Hammer,Manager
610 West Rio Road
Charlottesville,VA 22901
And
Via email only: mhavmans(u?springcreeklivine.com
American Land Holdings,LLC,Property Owner
Attn. C Dice Hammer,Manager
610 West Rio Road
Charlottesville,VA 22901
Subject: Request for Additional Information
Stormwater Project No.SW8 231004
Accolade
Pender County
Dear Mr. Hammer:
The Wilmington Regional Office received and accepted a Express Post Construction Stormwater Management
Permit Application for the subject project on October 5th,2023. 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 cony submittal
packaee WeJ1& LA I- 4-0
r 1. 15A NCAC 02H.1042(2xb):Please provide d-ocC�nenta ion showing that American Land Holdings,LLC
Vis an active corporation in good standing with the NC Secretary of State. If the designated signatory
VV person is not listed with the documentation provided from the Secretary of State.official documentation
showing the titles and positions held by the signing official must be provided.
2, 15A NCAC 02H.1042(3)(b);Throughout the calculations,stage storage tables,and supplement,there are
several discrepancies. Please ensure that all numeric information is presented consistently throughout all
the documentation. Please address the following:
a. In the Drainage area information of Supplement EZ form in the Entire Site Column,there are
several discrepancies. Please ensure that these values are consistent throughout.
b. Please reconsider Row 12"other"for the infiltration basin section of the Drainage area
information of Supplement EZ form.
c. The supplement and calculations indicate that the SCS method was used to determine the design
volume of the SCM,however,such calculations were not provided.Please provide the
calculations used to determine the breakdown of the weighted curve numbers,soils data to
support the hydrologic soil group classification used to determine the curve numbers,etc.
3. 15A NCAC 02H.1042(2)(:t): To support the provided storage volume,please provide the surface area at
the temporary pool and the temporary pool elevation in the calculations,preferably in the stage-storage
table.
4. 15A NCAC 02H.1051(5)• Row 27 of the infiltration system section of the supplement lists the factor of
safety used to design the system as 3. However,this factor of safety does not appear to have been used in
the drawdown calculations. Please include the factor of safety when determining the drawdown time of
the minimum required volume.
'4 North Carolyn Department Eiwronmental Quality I Direr.of Energy,Mineral and Land Resources
Wilmington Regional Office: IV CevehnidDriveExten n I Wiliniospon.No+thCaroline28405
9I0.790.726

State Stormwater Permit No.SW8 231004
Page 2 of 2
5. 15A NCAC 02H.1042(2)(a)(iv), .1001(1)(c),and.1002(8): Any right-of-way improvements proposed
for the development of this site are considered part of the common plan of development must be included
and accounted for in this project. Options for including these improvements in the application package
are:
a. Collect and treat the proposed built-upon area or an equal amount of existing built-upon area;
b. Demonstrate these improvements meet the requirements of a low density project per.1003(1)
and.1003(2); or
c. If these other options cannot be met and the improvements are minimized,meet the DOT toolbox
options,and bypasses the provided collection system,then the right-of-way built-upon area can
be quantified in a separate drainage area in Section IV.10 of the application. Please also update
the narrative to document and justify these improvements.
6. 15A NCAC 02H.1042(2)(g)(iv): Please provide the proposed contours on the plans,especially to support
the drainage divide between these high and low density drainage areas.
7. 15A NCAC 02H.1042(2): In addition to mailing a hard copy of the revised Supplement-EZ,please email
a pdf of the supplement form to the email address provided below so that it can be preserved
electronically per the regulatory requirements.
8. Due to the relatively minor nature of these comments,the express additional information review fee has
been waived.
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 October 20th,2023,or the
application will be returned as incomplete. Also,please note that only two letters requesting additional
information is allowed in the Post Construction Stormwater Program; this being the first.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 5 business days past the original due date. Please remember that extension requests
delay the issuance of the,final permit. If the required information is not satisfactorily provided by this date,the
project will be returned in accordance with 15A NCAC 02H.1042(3)(axii). If the project is returned and you
wish to re-submit to the Express Program,you will need to reschedule the project through the Express
Coordinator for the next available review date and will need to resubmit all required items at that time,including
the application fee.
The construction of any proposed 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 label all packages and cover letters as"Express"and reference the State assigned project number on all
correspondence. If you have any questions concerning this matter,please feel free to call me at(910)796-7215 01
email me at kellie.norris@deq..nc.gov.
Sincerely,
i,eette• &t& Nevtlit.
Kellie Beth Norris
Environmental Engineer
DEStkbn: 111Stormwater\Permits&Projects\20231231004 HD\2023 10 addinfo 231004
cc: Shane Lippard,PE,Right Angle Engineering P.C.;via email [e-mail]
Richard Davis,Wilmington Regional Office Express Coordinator;via email
Wilmington Regional Office Stormwater File
'" North Carolina Avantant of Environmental Quality t Division of Energy.Mineral
Wilmington Regional Office I IV Cardinal Drive Extension Wilmington,North Carolina 28405
�"�.. .Qom 9t0.796.T215

RIGHT ANGLE
ENGINEERING,PC
212 Princess Street Wilmington,NC 28401 Tel.[phone] Fax[phone]
October 5, 2023
Kellie Beth Norris
NCDEQ-DEMLR
127 Cardinal Dr. Ext.,
Wilmington,NC 28405
Re: Accolade Subdivision
Surf City,Pender County,NC
Ms.Norris,
Enclosed is a full Application for Express Stormwater for the Accolade Subdivision. We are
providing originals and copy of the Application,O&M,Deed restrictions, Supplement,Deed,
design narrative with calculations,hydrogeologic evaluation by ECS,groundwater mounding
report by ECS,and two sets of plans.
Please feel free to contact us at anytime if there are any questions.
Sincerely,
. 41:1/4—i.,-,_
Shane Lippard,P.E.
President
Right Angle Engineering
B Oft.
a liff It...10
+ l or
23
BY:

irmimm
....3 s l .ate ,1 .-h f' yg
'`� Vi; ;.,r'+�: I "" er il't7 the Standard for Sen'ice
:x'x ' .',"u Geotechnical • Construction Materials • Environmental • Fa;.iiities •NC=�3srei-1= >,rrcg=,.: .
Revised September 5, 2023
Mr. Bryan Hamby
American Land Holdings, 1.1.0
181 Clubhouse Way ,r.,,,
Zion Crossroads, Virginia 22942 il C.,...*"--..,
Reference: Numerical Groundwater Mounding Addendum Report Li ;
Accolade Site U J
Surf City, Pender County, North Carolina t'P--...,..
ECS Project No. 49.19617
Dear Mr. Hamby:
ECS Southeast, LLP (ECS) recently conducted numerical groundwater mounding evaluation as
an addendum to our Hydrogeologic Evaluation report. The previously submitted Hydrogeologic
Evaluation involved estimating the seasonal high water table (SHWT) and completing infiltration
testing within a planned stormwater control measure (SCM) area at the Accolade Site in Surf
City, Pender County, North Carolina. The Hydrogeologic Evaluation included estimating
groundwater mounding beneath the planned SCM resulting from a 1-inch storm event over a
12-hour period. However, the mounding evaluation calculated mounding resulting only from
precipitation falling directly into the basin and did not include stormwater runoff inflows to the
basin. The Hydrogeologic Evaluation Report was provided to the North Carolina Department of
Environmental Quality (DEQ) and a request was subsequently received from the DEQ that a
mounding evaluation be performed to calculate groundwater mounding resulting from
stormwater runoff to the infiltration basin during a 1-year, 24-hour storm event. This addendum
report details the methodology and findings from the requested groundwater mounding
evaluation.
Groundwater Mounding Evaluation Methodology
ECS completed a groundwater mounding evaluation using MOUNDSOLV version 4.0 software,
which is a two-dimensional, numerical modeling program. The model required assigning
several parameter values related to aquifer properties and SCM details. A description of model
inputs is provided below.
Aquifer Properties
The numerical model required values for the following aquifer properties: horizontal hydraulic
conductivity, specific yield, and initial saturated aquifer thickness. A description of the assigned
values is provided below.
• Horizontal hydraulic conductivity: A horizontal hydraulic conductivity value of 75 feet/day
was assigned to the model. This value was chosen based on infiltrometer testing that
was performed as part of our initial hydrogeologic evaluation, as described within our
previously submitted Hydrogeologic Report. Previous infiltrometer testing revealed that
the average infiltration rate within the footprint of the SCM was 15.0 inches per hour(30
feet/day). Based on an estimated vertical to horizontal anisotropic ratio of 0.4, the
average infiltration rate was used to estimate a horizontal hydraulic conductivity value of
75 feet/day.
5935 r5 A enur'. 51;._.? . . 'N[v,rrw a^ari s or, j 73^Lv • $aJ-t}!_ . ^6 • — . �j'per'i,�...7 jr.. 'r?cS.i P"'V`a:1 ^pm
_c S r.a1;;:;r ti ..io,a 3.F'L.... • _.... .•_,L... • SOS j.: tt.._. . __._ • _. C I+Air.y.+.?st f.. • - ..j

Report of Hydrogeologic Evaluation
Accolade
Surf City,Pender County, North Carolina
ECS Project No. 49.19617
Revised September 5, 2023
• Specific yield: A specific yield value of 0.32 was assigned to the model, which was
based on values for similar sediment types (i.e., fine- to medium-grained sand)
published within the USGS Compilation of Specific Yield for Various Materials by Ai.
Johnson, 1963.
• Initial Saturated Aquifer Thickness: An initial saturated aquifer thickness value of 25.4
feet was assigned to the model. This value was based on information obtained during
geotechnical drilling at an offsite location located 1.5 miles from the subject site, where
two 30-foot-deep borings encountered sand and silty sand sediment from a few feet
below ground surface to the base of each boring. As such, the depth to a restrictive clay
layer at the offsite location was found to be greater than 30 feet. Based on a
conservative assumed depth to a restrictive clay layer of 30 feet and the depth to static
groundwater beneath the SCM at the time of our earlier site evaluation (i.e.,
approximately 4.6 feet), the initial saturated aquifer thickness at the subject site was
estimated to be 25.4 feet.
Infiltration Basin Information
The numerical model required assigning values for the planned infiltration basin's footprint
dimensions, storm event recharge rate, and storm event duration and recovery period. A
description of the assigned values is provided below.
• Infiltration Basin Dimensions: Estimated infiltration basin dimensions were provided by
the site's civil engineering firm, Right Angle Engineering, PLLC. Basin dimensions of
240 feet by 70 feet were assigned to the model. ECS was informed that the area of the
planned basin's footprint will be approximately 16,951 square feet.
• Storm Event Recharge Rate: ECS was requested to model a storm event representing
a 1-year, 24-hour storm event, per DEQ requirements. The 1-year, 24-hour storm event
corresponds to a storm intensity of 3.75 inches for a duration of 24 hours. ECS was
informed by Right Angle Engineering, PLLC, that the average stormwater runoff inflow to
the basin during this storm event would be approximately 0.31 cubic feet per second
(26,784 cubic feet per day). As such, a recharge rate of 26,784 cubic feet per day was
assigned to the model. ECS evaluated the apparent infiltration capacity of the basin in
comparison to the expected recharge rate to determine whether the basin is capable of
infiltrating the expected average inflow. Based on the average infiltration rate within the
SCM of 15.0 inches/hour (30 feet per day; see previous Hydrogeologic Report) and the
area of the basin's footprint(16,951 square feet), the infiltration basin would be expected
to have the capacity to infiltrate up to an estimated 508,530 cubic feet per day. As such,
the expected storm event inflow of 26,784 cubic feet per day represents a fraction of the
basin's apparent capacity.
• Storm Event Duration and Recovery Period: The simulated storm event was modeled
for a duration of one day. Following the 1-day storm period, a 5-day recovery period
was modeled to evaluate groundwater mounding subsidence during the recovery period.
No stormwater runoff inflows were added to the basin during the recovery period.
Groundwater Mounding Evaluation Findings
The parameter values described above were input to the MOUNDSOLV software program and
simulations were performed using the Ziotnik et al. (2017) solution. Model findings indicate that
the maximum groundwater mounding beneath the planned infiltration basin at the conclusion of
the 1-day storm event would be approximately 1.86 feet and groundwater mounding would
decline in a laterally outward direction from the center of the basin. A color-shaded groundwater
mounding equipotential map showing model-predicted mounding height at the conclusion of the
2

Report of Hydrogeologic Evaluation
Accolade
Surf City, Pender County, North Carolina
ECS Project No. 49.19617
Revised September 5, 2023
1-day storm event is included as Figure 1-A and a time-series graph showing mounding height
gain during the storm event is included as Figure 1-B. Please note that, with regard to Figure 1-
B, a value of"0" on the y-axis represents the static groundwater level, which for this evaluation
can be considered a representation of the seasonal high water table level or any other static
level, as our evaluation does not consider actual groundwater elevations.
Modeling the 5-day recovery period following the termination of the 1-day storm event indicates
that a maximum residual mounding of approximately 0.20 feet would exist beneath the center of
the basin at the conclusion of the recovery period. As with mounding during the storm event,
the height of mounding would decline in a laterally outward direction from the center of the
basin. It is important to note that the residual mounding values represent an approximation of
actual conditions, as the mounding analysis was completed using a relatively simplistic two-
dimensional model without consideration for hydrogeologic boundary conditions or a sloping
water table. It is ECS's opinion that the actual mounding height would be at or very near the
static water level at the conclusion of a 5-day recovery period. A color-shaded groundwater
mounding equipotential map showing model-predicted mounding height at the conclusion of the
5-day recovery period is included as Figure 2-A and a time-series graph showing mounding
height gain during the storm event and subsidence during the recovery period is included as
Figure 2-B. Please note that, with regard to Figure 2-B, a value of"0" on the y-axis represents
the static groundwater level, which for this evaluation can be considered a representation of the
seasonal high water table level or any other static level, as our evaluation does not consider
actual groundwater elevations.
Based on limited data collected at the site and the modeling approach described herein, ECS
estimates that the maximum groundwater height beneath the planned infiltration basin would be
approximately 1.86 feet at the conclusion of a 1-year, 24-hour storm event. It is estimated that
the groundwater mound would subside to a maximum height of approximately 0.20 feet or less
during a 5-day recovery period following the storm event.
Closing
ECS's analysis of the site has been based on our understanding of the site, the project
information provided to us, and the data obtained during our evaluation. If the project
information provided to us is changed, please contact us so that our recommendations can be
reviewed and appropriate revisions can be provided, if necessary. The discovery of site or
subsurface conditions during construction which deviate from the data outlined in this
exploration should be reported to us for our review, analysis and revision of our
recommendations, if necessary. The assessment of site environmental conditions for the
presence of pollutants in the soil and groundwater of the site is beyond the scope of this
evaluation.
ECS appreciates the opportunity to provide our services to you on this project. If you have any
questions concerning this report or this project, please contact us at(910)686-9114.
Respectfully,
ECS SOUTHEAST, LLP
3

Report of Hydrogeologic Evaluation
Accolade
Surf City, Pender County, North Carolina
ECS Project No. 49.19617
Revised September 5, 2023
K. Brooks Wall Michael L. Maloy, P.G.
Project Manager Principal Geologist
bwalIc ecslimited.com mmaloyecslimited.com
910-686-9114 540-785-6100
Attachments: Figures 1 &2—Groundwater Mounding Maps&Time-Series Graphs
4

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• aw I. Geotechni jai • Construction Materials • Environmental • Faci'itie
May 2, 2023
Mr. Bryan Hamby
American Land Holdings, LLC
181 Clubhouse Way
Zion Crossroads, Virginia 22942
Reference: Report of Hydrogeologic Evaluation
Accolade
Surf City, Pender County, North Carolina
ECS Project No. 49.19617A
Dear Mr. Hamby:
ECS Southeast, LLP (ECS) recently conducted a seasonal high water table (SHWT) estimation
and infiltration testing within the stormwater control measure (SCM) area(s) along Cutlass Drive
in Surf City, Pender County, North Carolina. (Figure 1). ECS was then requested to provide a
Hydrogeologic Evaluation of the site in accordance to the North Carolina Department of
Environmental Quality(NCDEQ) standard for relaxing the 24-inch separation between infiltration
systems and the SHWT. This letter, with attachments, is the report of our evaluation.
Field Testing
On December 12, 2022, ECS conducted an exploration of the subsurface soil and groundwater
conditions, in accordance with the NCDEQ Stormwater Design Manual section A-2, at three
requested locations shown on the attached Boring Location Plan (Figure 1). ECS used GPS
equipment in order to determine the boring locations. The purpose of this exploration was to
obtain subsurface information of the in situ soils for the SCM area(s). ECS explored the
subsurface soil and groundwater conditions by advancing three hand auger.borings into the
existing ground surface at the requested boring locations. ECS visually classified the
subsurface soils and obtained representative samples of each soil type encountered. ECS also
recorded the SHWT and groundwater elevations observed at the time of the hand auger
borings. The attached Infiltration Testing Form provides a summary of the subsurface conditions
encountered at the hand auger boring locations.
The SHWT and groundwater elevations were estimated at the boring location below the existing
grade elevation. A summary of the findings are as follows:
Location SHWT Groundwater
I-1 48 inches 57 inches
1-2 58 inches 70 inches
1-3 30 inches 40 inches
ECS has conducted three infiltration tests utilizing a compact constant head permeameter near
the hand auger borings in order to estimate the infiltration rate for the subsurface soils.
Infiltration tests are typically conducted at two feet above the SHWT or in the most restrictive
soil horizon. •.,
L. 0 5 2025
k
BY
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1

Report of Hydrogeologic Evaluation
Accolade
Surf City, Pender County, North Carolina
ECS Project No. 49.19617
May 2, 2023
Field Test Results
Below is a summary of the infiltration test results:
Location I Description Depth I Inches!
hour
I-1 Tan/gray fine SAND 24 inches 13.57
1-2 Tan/gray fine SAND 34 inches 11.67
1-3 Light gray fine SAND 12 inches 19.60
Infiltration rates and SHWT may vary within the proposed site due to changes in elevation, soil
classification and subsurface conditions.
Hydrogeologic Evaluation
There are required components listed in the NCDEQ Stormwater Design Manual in order to
reduce the 24-inch separation between infiltration systems and the SHWT. In order to evaluate
the hydrogeologic conditions of an area designated for an infiltration SCM, these components
are evaluated. Below are the required component descriptions for this site.
• The site is located in the Coastal Plain Physiographic Province. The Coastal Plain is
composed of seven terraces, each representing a former level of the Atlantic Ocean.
Soils in this area generally consist of sedimentary materials transported from the other
areas by the ocean and rivers. These deposits vary in thickness from a thin veneer along
the western edge of the region to more than 2,000 feet near the coast. The sedimentary
deposits of the Coastal Plain rest upon consolidated rocks similar to those underlying the
Piedmont and Mountain Physiographic Provinces. The groundwater flow direction is
believed to be to the north-northwest towards the Intracoastal Waterway (ICW), based
on surface topography.
G The site was observed to be similar in elevation by a few feet from the east to the west.
The site is bordered by residential and undeveloped properties that are bound by
Cutlass Drive and South Shore Drive. No stormwater treatment SCM was observed. No
abandoned wells or rock outcrops were observed.
• Based on regional geology and observations made in a previous geotechnical boring
approximately a 1.5 miles from the current site advanced by ECS on July 29, 2021 (see
attached boring sounding logs), the site consists of surficial deposits of sandy sediment
with silt and clay to a depth of at least 30 feet. This boring is located 1.5 miles from the
site (along Atkinson Road). The Castle Hayne Limestone underlies the surficial sediment
at depths greater than 30 feet.
• The saturated infiltration rate, which is analogous to the vertical hydraulic conductivity
rate, of the surficial sediment within the proposed SCM footprint was tested and resulted
in a value of approximately 15.0 inches per hour(30 feet/day), based on values obtained
2

Report of Hydrogeologic Evaluation
Accolade
Surf City, Pender County, North Carolina
ECS Project No. 49.19617
May 2, 2023
and averaged from infiltration testing of borings I-1, 1-2 and 1-3. The ratio of vertical
hydraulic conductivity to horizontal hydraulic conductivity (i.e., anisotropic ratio) typically
ranges between 0.1 and 0.5 for unconsolidated sediments, not including clay. Site-
specific horizontal hydraulic conductivity testing would be required to evaluate the
anisotropic ratio at the subject site. However, in lieu of this information, ECS has
estimated the site's anisotropic ratio as a means to assessing the site's horizontal
hydraulic conductivity. Based on grain sizes encountered at tested locations and the
resulting vertical hydraulic conductivity values, it appears most likely that an anisotropic
ratio closer to the mid to upper end of the typical anisotropic ratio range would yield
horizontal hydraulic conductivity values that are more typical of the sediment
encountered at the tested locations. An anisotropic ratio of 0.4 was used. As such,
utilization of an anisotropic ratio of 0.4 yields an average horizontal hydraulic
conductivity value at tested locations of approximately 75 feet/day. Based on this
horizontal hydraulic conductivity value and the approximate saturated unconfined aquifer
thickness beneath the site (at least 25.4 feet) (this thickness is based on the
geotechnical boring, which was terminated at 30 feet below the existing grade elevation,
and a depth to groundwater at the site of approximately 4.6 feet), transmissivity (i.e.,
horizontal hydraulic conductivity multiplied by saturated aquifer thickness) was estimated
to be approximately 1,905 square feet per day. It is possible that the actual aquifer
transmissivity is higher than 1,905 square feet per day, as the saturated aquifer
thickness overlying a confining layer may be greater than 25.4 feet.
• The SHWT was observed between 30 and 58 inches below the existing grade elevation
at the locations tested.
• The surficial aquifer of the site consists of sandy conditions where groundwater is
assumed to flow under unconfined conditions. The site currently consists of
undeveloped areas. Stormwater is currently infiltrating into the natural areas. A
proposed infiltration SCM (infiltration system) is to be constructed in order to contain and
treat the runoff of the anticipated impervious areas.
• Groundwater recharge at the site in its current state consists of direct surface infiltration
of precipitation at the vegetated portions of the site and infiltration of runoff of
precipitation into the grassy .areas of the site. The groundwater receptors in the area
consist of the Intracoastal Waterway, which is approximately 500 feet to the northwest of
the site. The topography of the area is variable and the subsurface flow media consists
of clean sands which results in surface water movement in the swales with most surface
water removal by infiltration. The pre and post flow calculations for the site will be
generated by Right Angle Engineering, PLLC and will be submitted separately from this
report.
• A mounding analysis was generated utilizing the United States Geological Survey
(USGS) spread sheet solving the Hantush (1967) equation for groundwater mounding
beneath an infiltration basin. The data used for calculating the mounding conditions was
collected from site specific field data, design data, and soil characteristics. On the chart,
3

Report of Hydrogeologic Evaluation
Accolade
Surf City, Pender County, North Carolina
ECS Project No. 49.19617
May 2, 2023
(R) represents a one inch storm event over a 12 hour period (i.e., a storm event
infiltration rate of 0.1667 feet/day for an infiltration period duration of 0.5 days). The
mounding analysis accounts for precipitation that directly enters the stormwater basin
and does not account for all stormwater runoff that will enter the basin. This site is
classified by NCDEQ as SA (Protected Market Shellfish and Tidal Salt Water). Rule 15A
NCAC 022H.1019 and 1051 references that within SA designated areas, the storm event
rate should be 3.85 inches per 1.0 days. Specific yield (Sy) was estimated as 0.32,
based on values for similar sediment types published within the USGS Compilation of
Specific Yield for Various Materials by A.I. Johnson, 1963. Horizontal hydraulic
conductivity (K) was calculated based on infiltration rate data measured in the field and
is referenced in the text above. it is recommended that a value of 15 inches per hour
infiltration capacity, which is estimated to be comparable to a horizontal hydraulic
conductivity rate of approximately 75 feet/day, be used for this analysis and for the SCM
design. Basin dimensions (X and Y) were provided by Right Angle Engineering, PLLC
(the site civil designer). A mounding analysis was generated for the SCMs being
designed using the data collected from the borings that are located within the planned
SCM footprint. As previously discussed, the infiltration period duration (T) was assigned
as 1 days to simulate a 3.85 inch storm event over a 24 hour period. The USGS
mounding spreadsheet is only capable of calculating the maximum groundwater
mounding height and maximum thickness of the saturated zone at the end of a storm
event, and is not designed to calculate the rate of groundwater mounding subsidence.
Thickness of the saturated zone HI(0) was estimated to be 25.4 feet, as discussed
above. The spreadsheet is included with the attachments. The maximum mounding at
the end of the storm event beneath the infiltration basin is calculated to be 0.16 feet,
given the aforementioned limitations of this approach.
Based on limited data collected at the site, ECS does not anticipate groundwater mounding
beneath the proposed stormwater retention basins resulting from precipitation directly entering
the infiltration basins and not accounting for potential stormwater runoff to exceed approximately
0.46 feet following a storm event of 3.85 inch over a 24-hour time period. Groundwater
mounding would be expected to subside significantly during a dry period of 5 days following the
storm event. If an additional evaluation of the potential groundwater mounding including the
post-flow design criteria within the stormwater basin drainage area is necessary, ECS
can provide this data in a separate report.
Closure
ECS's analysis of the site has been based on our understanding of the site, the project
information provided to us, and the data obtained during our exploration. If the project
information provided to us is changed, please contact us so that our recommendations can be
reviewed and appropriate revisions provided, if necessary. The discovery of any site or
subsurface conditions during construction which deviate from the data outlined in this
exploration should be reported to us for our review, analysis and revision of our
recommendations, if necessary. The assessment of site environmental conditions for the
presence of pollutants in the soil and groundwater of the site is beyond the scope of this
environmental exploration.
4

Report of Hydrogeologic Evaluation
Accolade
Surf City, Pender County, North Carolina
ECS Project No. 49.19617
May 2, 2023
ECS appreciates the opportunity to provide our services to you on this project. If you have any
questions concerning this report or this project, please contact us at(910)686-9114.
Respectfully,
ECS SOUTHEAST, LIP
P L, /jam 11
K. Brooks Wall Michael L. Maloy, C. .G.
Project Manager Principal Geologist
bwalk ecslimited.com [e-mail]
910-686-9114 540-785-6100
Attachments: Figures 1 &2—Site/Boring Location Plan
Infiltration Testing Form
Geotechnical Boring Logs
USGS Mounding Spreadsheets
GBA Document
5

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Infiltration Testing Form
Accolade
Surf City, Pender County, North Carolina
ECS Project No. 49.19617
December 13, 2022
Location Depth USCS Soil Description
I-1 0-16" SP Dark gray fine SAND
16"-57" SP Tan/gray fine SAND
Seasonal High Water Table was estimated to be at 48 inches below the
existing grade elevation.
Groundwater was observed to be at 57 inches below the existing grade
elevation.
Test was conducted at 24 inches below existing grade elevation
Infiltration Rate: 13.57 inches per hour
Location Depth USCS Soil Description
1-2 0-10" SP Dark gray fine SAND
10"-70" SP Tan/gray fine SAND
Seasonal High Water Table was estimated to be at 58 inches below the
existing grade elevation.
Groundwater was observed to be at 70 inches below the existing grade
elevation.
Test was conducted at 34 inches below existing grade elevation
Infiltration Rate: 11 .67 inches per hour
Location Depth USCS Soil Description
1-3 0-16" SP Light gray fine SAND
16"-40" SP Tan/gray fine SAND
Seasonal High Water Table was estimated to be at 30 inches below the
existing grade elevation.
Groundwater was observed to be at 40 inches below the existing grade
elevation.
Test was conducted at 12 inches below existing grade elevation
Infiltration Rate: 19.60 inches per hour

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This spreadsheet will calculate the height of a groundwater mound beneath a stormwater infiltration basin. More Information can be found in the U.S.Geological Survey
Scientific Investigations Report 2010-5102"Simulation of groundwater mounding beneath hypothetical stormwater infiltration basins".
The user must specify infiltration rate(R),specific yield(Sy),horizontal hydraulic conductivity(Kh),basin dimensions(x,y),duration of infiltration period(t),and the initial
thickness of the saturated zone(hi(o),height of the water table if the bottom of the aquifer is the datum).For a square basin the half width equals the half length(x=y).
For a rectangular basin,if the user wants the water-table changes perpendicular to the long side,specify x as the short dimension and y as the long dimension.Conversely,
if the user wants the values perpendicular to the short side,specify y as the short dimension,x as the long dimension.All distances are from the center of the basin. Users
can change the distances from the center of the basin at which water-table aquifer thickness are calculated.
Cells highlighted in yellow are values that can be changed by the user. Cells highlighted in red are output values based on user-specified inputs. -,-,.r MUST;:iick the
blue'Re-Calculate Now"DI' otherwise necessary iterations to converge on the correct solution will not he done
and values shown will be incorrect.Use consistent units for all input values(for example,feet and days)
use consistent units(e.g.feet&days or Inches&hours) Conversion Table
Input Values inch/hour feet/day
0.3208 R Recharge(infiltration)rate(feet/day) 0.67 1.33
0.320 Sy Specific yield,Sy(dimensionless,between 0 and 1)
75.00 K Horizontal hydraulic conductivity,Kh (feet/day)' 2.00 4.00 In the report accompanying this spreadsheet
125.000 x 1/2 length of basin(x direction,in feet)
.000 (USGS SIR 2010-5102),vertical soil permeability
45
y 1/2 width of basin(y direction,in feet) hours days (ft/d)is assumed to be one-tenth horizontal
1.000 t duration of infiltration period(days) 36 1.50 hydraulic conductivity(ft/d).
25.400 hi(0) initial thickness of saturated zone(feet)
i ,16 al h(max) maximum thickness of saturated zone(beneath center of basin at end of infiltration period)
{ 0 1..JJd Ch(max) maximum groundwater mounding(beneath center of basin at end of infiltration period)
Ground- Distance from
water center of basin
Mounding,in In x direction,in
feet feet
m Re-Calculate Now
so
so Groundwater Mounding,in feet ____
70 o.saa ,
80 •o.asa — ---- — -----
120 0.300
0.150
0.1o0 .
0.050 -------- ---------------
0.000 ____.� —__ _ ---- --r-----. ----------v----....._,
0 20 40 60 so 100 120 140
Disclaimer
This spreadsheet solving the Hantush(1967)equation for ground-water mounding beneath an infiltration
basin is made available to the general public as a convenience for those wishing to replicate values
documented In the USGS Scientific Investigations Report 2010-5102"Groundwater mounding beneath
hypothetical stormwater infiltration basins"or to calculate values based on user-specified site conditions.Any
changes made to the spreadsheet(other than values identified as user-specified)after transmission from the
USGS could have unintended,undesirable consequences.These consequences could include,but may not be
limited to: erroneous output,numerical instabilities,and violations of underlying assumptions that are
inherent In results presented In the accompanying USGS published report.The USGS assumes no
responsibility for the consequences of any changes made to the spreadsheet.If changes are made to the
spreadsheet,the user is responsible for documenting the changes and justifying the results and conclusions.

lotormationIm ortantp about This
(- Geotochoical-Engineering
Report
-,
Subsurface problems are a principal cause of construction delays, cost overruns, claims, and disputes.
While you cannot eliminate all such risks, you can manage them. The following information is provided to help.
The Geoprofessional Business Association(GBA) Typical changes that could erode the reliability of this report include
has prepared this advisory to help you—assumedly those that affect:
a client representative—interpret and apply this • the site's size or shape;
geotechnical-engineering report as effectively • the function of the proposed structure,as when it's
as possible. In that way, clients can benefit from changed from a parking garage to an office building,or
a lowered exposure to the subsurface problems from a light-industrial plant to a refrigerated warehouse;
the elevation,configuration,location,orientation,or
that,for decades, have been a principal cause of weight of the proposed structure;
construction delays, cost overruns, claims,and • the composition of the design team;or
disputes. If you have questions or want more • project ownership.
information about any of the issues discussed below,
contact your GBA-member geotechnical engineer. As a general rule,always inform your geotechnical engineer of project
Active involvement in the Geoprofessional Business changes-even minor ones-and request an assessment of their
Association exposes geotechnical engineers to a impact.The geotechnical engineer who prepared this report cannot accept
wide array of risk-confrontation techniques that can responsibility or liability for problems that arise because the geotechnical
be of genuine benefit for everyone involved with a engineer was not informed about developments the engineer otherwise
construction project. would have considered.
Geotechnical-Engineering Services Are Performed for This Report May Not Be Reliable
Do not rely on this report if your geotechnical engineer prepared it:
Specific Purposes, Persons,and Projects • for a different client;
Geotechnical engineers structure their services to meet the specific • for a different project;
needs of their clients.A geotechnieal-engineering study conducted • for a different site(that may or may not include all or a
for a given civil engineer will not likely meet the needs of a civil- portion of the original site);or
works constructor or even a different civil engineer.Because each • before important events occurred at the site or adjacent
geotechnical-engineering study is unique,each geotechnical- to it;e.g.,man-made events like construction or
engineering report is unique,prepared solely for the client.Those who environmental remediation,or natural events like floods,
rely on a geotechnical-engineering report prepared for a different client droughts,earthquakes,or groundwater fluctuations.
can be seriously misled.No one except authorized client representatives
should rely on this geotechnical engineering report without first Note,too,that it could be unwise to rely on a geotechnical-engineering
conferring with the geotechnical engineer who prepared it.And no one report whose reliability may have been affected by the passage of time,
-not even you-should apply this report for any purpose or project except because of factors like changed subsurface conditions;new or modified
the one originally contemplated codes,standards,or regulations;or new techniques or tools.If your
geotechnical engineer has not indicated an apply-by"date on the report,
Read this Report in Full ask what it should be,and,in general,if you are the least bit uncertain
Costly problems have occurred because those relying on a geotechnical- about the continued reliability of this report,contact your geotechnical
engineering report did not read it in its entirety.Do not rely on an engineer before applying it.A minor amount of additional testing or
executive summary.Do not read selected elements only.Read this report analysis-if any is required at all-could prevent major problems.
in full.
Most of the"Findings" Related in This Report Are
You Need to Inform Your Geotechnical Engineer Professional Opinions
about Change Before construction begins,geotechnical engineers explore a site's
Your geotechnical engineer considered unique,project-specific factors subsurface through various sampling and testing procedures.
when designing the study behind this report and developing the Geotechnical engineers can observe actual subsurface conditions only at
confirmation-dependent recommendations the report conveys.A few those specific locations where sampling and testing were performed.The
typical factors include: data derived from that sampling and testing were reviewed by your
• the client's goals,objectives,budget,schedule,and geotechnical engineer,who then applied professional judgment to
risk-management preferences; form opinions about subsurface conditions throughout the site.Actual
• the general nature of the structure involved,its size, sitewide-subsurface conditions may differ-maybe significantly-from
configuration,and performance criteria; those indicated in this report.Confront that risk by retaining your
• the structure's location and orientation on the site;and geotechnical engineer to serve on the design team from project start to
• other planned or existing site improvements,such as project finish,so the individual can provide informed guidance quickly,
retaining walls,access roads,parking lots,and whenever needed.
underground utilities.

This Report's Recommendations Are perform their own studies if they want to,and be sure to allow enough
Confirmation-Dependent time to permit them to do so.Only then might you be in a position
The recommendations included in this report—including any options to give constructors the information available to you,while requiring
or alternatives—are confirmation-dependent.In other words,they are them to at least share some of the financial responsibilities stemming
not final,because the geotechnical engineer who developed them relied from unanticipated conditions.Conducting prebid and preconstruction
heavily on judgment and opinion to do so.Your geotechnical engineer conferences can also be valuable in this respect.
can finalize the recommendations only after observing actual subsurface
conditions revealed during construction.If through observation your Read Responsibility Provisions Closely
geotechnical engineer confirms that the conditions assumed to exist Some client representatives,design professionals,and constructors do
actually do exist,the recommendations can be relied upon,assuming not realize that geotechnical engineering is far less exact than other
no other changes have occurred.The geotechnical engineer who prepared engineering disciplines That lack of understanding has nurtured
this report cannot assume responsibility or liability for confirmation- unrealistic expectations that have resulted in disappointments,delays,
dependent recommendations if you fail to retain that engineer to perform cost overruns,claims,and disputes.To confront that risk,geotechnical
construction observation. engineers commonly include explanatory provisions in their reports.
Sometimes labeled"limitations,"many of these provisions indicate
This Report Could Be Misinterpreted where geotechnical engineers'responsibilities begin and end,to help
Other design professionals'misinterpretation of geotechnical- others recognize their own responsibilities and risks.Read these
engineering reports has resulted in costly problems.Confront that risk provisions closely.Ask questions.Your geotechnical engineer should
by having your geotechnical engineer serve as a full-time member of the respond fully and frankly.
design team,to:
• confer with other design-team members, Geoenvirotimental Concerns Are Not Covered
• help develop specifications, The personnel,equipment,and techniques used to perform an
• review pertinent elements of other design professionals' environmental study—e.g.,a"phase-one"or"phase-two"environmental
plans and specifications,and site assessment—differ significantly from those used to perform
• be on hand quickly whenever geotechnical-engineering a geotechnical-engineering study.For that reason,a geotechnical-
guidance is needed, engineering report does not usually relate any environmental findings,
conclusions,or recommendations;e.g.,about the likelihood of
You should also confront the risk of constructors misinterpreting this encountering underground storage tanks or regulated contaminants.
report.Do so by retaining your geotechnical engineer to participate in Unanticipated subsurface environmental problems have led to project
prebid and preconstruction conferences and to perform construction failures.If you have not yet obtained your own environmental
observation. information,ask your geotechnical consultant for risk-management
guidance.As a general rule,do not rely on an environmental report
Give Constructors a Complete Report and Guidance prepared for a different client,site,or project,or that is more than six
Some owners and design professionals mistakenly believe they can shift months old.
unanticipated.-subsurface-conditions liability to constructors by limiting
• the information they provide for bid preparation.To help prevent Obtain Professional Assistance to Deal with Moisture
the costly,contentious problems this practice has caused,include the Infiltration and Mold
complete geotechnical-engineering report,along with any attachments While your geotechnical engineer may have addressed groundwater,
or appendices,with your contract documents,but be certain to note water infiltration,or similar issues in this report,none of the engineer's
conspicuously that you've included the material for informational services were designed,conducted,or intended to prevent uncontrolled
purposes only.To avoid misunderstanding,you may also want to note migration of moisture—including water vapor—from the soil through
that"informational purposes"means constructors have no right to rely building slabs and walls and into the building interior,where it can
on the interpretations,opinions,condusions,or recommendations in cause mold growth and material-performance deficiencies.Accordingly,
the report,but they may rely on the factual data relative to the specific proper implementation of the geotechnical engineer's recommendations
times,locations,and depths/elevations referenced. Be certain that will not of itself be sufficient to prevent moisture infiltration.Confront
constructors know they may learn about specific project requirements, the risk of moisture infiltration by including building-envelope or mold
including options selected from the report,only from the design specialists on the design team.Geotechnical engineers are not building-
drawings and specifications.Remind constructors that they may envelope or mold specialists.
HA GBUEOPROFESSIONAL5 SINESS
W ASSOCIATION
Telephone:[phone]
e-mail:[e-mail] www.geoprofessional.org
Copyright 2016 by Geoprofessional Business Association(GBA).Duplication,reproduction,or copying of this document,in whole or in part,by any means whatsoever,is strictly
prohibited,except with GBAs specific written permission.Excerpting,quoting,or otherwise extracting wording from this document is permitted only with the express written permission
of GBA,and only for purposes of scholarly research or book review.Only members of GBA may use this document or its wording as a complement to or as an element of a report of any
kind.Any other firm,individual,or other entity that so uses this document without being a GSA member could he committing negligent
1

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SOSID:2539468
State ofNorth Carolina Date Filed: 12/13/2022 2:29:00 PM
Elaine F.Marshall
Department of the Secretary of State, North Carolina Secretary of State
1 C2022 347 30553
Limited Liability Company
ARTICLES OF ORGANIZATION
Pursuant to §57D-2-20 of the General Statutes of North Carolina,the undersigned does hereby submit these Articles
of Organization for the purpose of forming a limited liability company.
1. The name of the limited liability company is: Pirates Cove Development Company,LLC
(See Item lof the Instructions for appropriate entity designation)
2. The name and address of each person executing these articles of organization is as follows: (State whether each
person is executing these articles of organization in the capacity of a member,organizer or both by checking
all applicable boxes.)Note: This document must be signed by all persons listed.
Name Business Address Capacity
American Land Holdings,LLC a Virginia limited liability company-610 West Rio Road Charlottesville VA,22901-1412 United States EMember EOrganizer
['Member['Organizer
❑Member['Organizer
3. The name of the initial registered agent is:Bryan Hamby
4. The street address and county of the initial registered agent office of the limited liability company is:
Number and Street 1720 Barclay Pointe Blvd,Unit 11310
City Wilmington State:NC ZipCode: 28412 County: New Hanover
5. The mailing address,if different from the street address, of the initial registered agent office is:
Number and Street P.O. Box 916
City Wrightsville Beach State:NC Zip Code: 28480-091(County. New Hanover
6. Principal office information: (Select either a or b.)
fit ! ,:
a. PThe limited liability company has a principal office.
The principal office telephone number: [phone]
BY:_
The street address and county of the principal office of the limited liability company is:
Number and Street: 610 West Rio Road
City:Charlottesville State:VA Zip Code:2290 1-1412 County: Albemarle
BUSINESS REGISTRATION DIVISION P.O.BOX 29622 Raleigh,NC 27626-0622
(Revised August. 2017) Form L-01

The mailing address,if different from the street address,of the principal office of the company is:
Number and Street:P.O. Box 7505
City:Charlottesville State: VA Zip Code:22906-7505 County: Albemarle
b. ❑ The limited liability company does not have a principal office.
7. Any other provisions which the limited liability company elects to include(e.g.,the purpose of the entity)are
attached.
8. (Optional):Listing of Company Officials(See instructions on the importance of listing the company officials in the
creation document.
Name Title Business Address
American Lad Holdings,LLC a Vugmia limited liability company Owner Manager 610 West Rio Road Charlottesville VA,
9. (Optional): Please provide a business e-mail address:Privacy Redaction
The Secretary of State's Office will e-mail the business automatically at the address provided above at no cost when a
document is filed. The e-mail provided will not be viewable on the website. For more information on why this service is
offered,please see the instructions for this document.
10. These articles will be effective upon filing,unless a future date is specified:
This is the 13th day of December ,2022 .
American Land Holdings.LLC a Virginia limited liability company
C. Dice Hammer, Sole Member
Signature
organizer
C. Dice Hammer, Sole Member
Type or Print Name and Title
The below space to be used if more than one organizer or member is listed in Item#2 above.
Signature Signature
Type or Print Name and Title Type or Print Name and Title
NOTE: ■---- -°-
1. Filing fee is$125. This document must be filed with the Secretary of State. II= ' ""'
Oct 0 5 2023
3Y:
BUSINESS REGISTRATION DIVISION P.O.BOX 29622 Raleigh,NC 27626-0622
(Revised August. 2017) Form L-01

BK 4800 PG 2316 - 2319 (4) DOC# 20109139
This Document eRecorded: 11/02/2022 12:54:46 PM
Fee: $26.00 DocType: DEED Tax: $8,600.00
Pender County, North Carolina
Sharon Lear Willoughby, Register of Deeds
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: 4 bttoC•Co
Parcel Identifier NoiCL Cxh6-v- 'R" Verified by County on the day of .20_
By:
Mail/Box to: Rizzo&Blackburn.PLLC.115 Triton Lane,Surf City,NC 28445
This instrument was prepared by: Rizzo&Blackburn,PLLC, 115 Triton Lane,Surf City.NC 28445
Brief description for the Index: LOT Pt Lt 12 PL 3 PG 84 Lts 13-17, Grady Moore Bch
THIS DEED made this 1st day of November .2022,by and between
GRANTOR GRANTEE
Alrneda,LLC FKAAhneda Limited Partnership,a North Carolina American Land Holdings,LLC,a Virgnia Limited Liability Company
Limited Liability Company 181 Clubhouse Way
PO Box 7403 Zion Crossroads,VA 22942
Wilmington,NC 28406
Enter in appropriate block for each Grantor and Grantee: name,mailing address,and,if appropriate,character of entity,e.g.
corporation or partnership.
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,that the Grantor,for a valuable consideration paid by the Grantee,the receipt of which is hereby acknowledged,has and by
these presents does grant.bargain.sell and convey unto the Grantee in fee simple.all that certain lot,parcel of land or condominium unit
situated in the City of Surf City Topsail Township, Pender County,
North Carolina and more particularly described as follows: 111.+Oak
See Exhibit"A"attached hereto 111 114/ ` V
MAR 2 2 2023
The property hereinabove described was acquired by Grantor by instrument recorded in Book page
All or a portion of the property herein conveyed includes or X does not inciude the primary residence of a Grantor.
A map showing the above described property is recorded in Plat Book 3 page 84
Page 1 of 2
NC Bar Association Form No. 3®1976.Revised®1977.2002,2013 P=' V "dm This standard form has been approved by:
Printed by Agreement with the NC Bar Association—1981 North Carolina Bar Association—NC Bar Form No.3
OCT 05203
l
Submitted electronically by "Rizzo & Blackburn, PLL
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Pender County Register of Deeds.

BK 4800 PG 2317 DOC#20109139
EXHIBIT"A"
TRACT 1:
BEGINNING at the point marking the northwest corner of Lot 13, Block D of Buccaneer Beach as
shown on map thereof dated May 4, 1966, by C.W. Blomme,Jr., R.L.S.and recorded in the office
of the Register of Deeds for Pender County, North Carolina,said corner being also located in the
northeastern right-of-way line of an unnamed street 60 feet in width; running thence from said
beginning point in a northwest direction with and along the northeastern line of said unnamed
street N 32 degrees 45' W to the northwestern line of Windjammer Road as shown on map of
Pirates Cove, Section One as recorded in Map Book 11, Page 71 in said Pender County Registry;
running thence and continuing N 32 degrees 45' W to the center of an unnamed small boat
channel; running thence up said channel in a northeast direction to the southwestern property
line of the Grady-Moore Beach tract of land, also being the southwest line of Edward Street as
projected in a northwestern direction; running thence with and along said line of Edward Street
in a southeastern direction to the right-of-way of N.C. Highway No. 50; running thence with the
right-of-way line of said highway S 56 degrees 53'W 22.64 feet to the southeastern corner of Lot
1, Block D of Buccaneer Beach; running thence with the northeastern line of said Lot 1 N 34
degrees 31' W 125 feet to the northeastern corner of said Lot 1; running thence with and along
the rear lot lines of Lots 1 through 13 of said Block D to the northwest corner of Lot 13,the point
and place of beginning; subject to easements and street rights of way.
Parcel ID#4224-70-3758-0000
Tract 2:
BEING all of Lots 13 and 14, Block F of Grady Moore Subdivision as the same is shown on a map
recorded in Map Book 4 at Page 118 of the Pender County Registry, along with the area lying
between said Lots 13 and 14 and Topsail Sound.
Parcel ID#4224-80-1774-0000
Tract 3:
Situated on Topsail Island and being all of Lots 15, 16 and 17, Grady-Moore Beach in Block F,
extended Northwestwardly to Topsail Sound as to constitute a Lot 75 feet wide from the highway
to Topsail Sound.A map of said subdivision recorded in the Office of the Register of Deeds in Map
Book 4 at Page 118, Pender County Registry;reference to said map being hereby made for a more
particular description.
ilMAR 2 2 2023

BK 4800 PG 2318 DOC#20109139
The above-described property is a portion of that tract of land described in that certain deed
recorded in Book 419, Page 309 of the Pender County Registry.
Parcel ID#4224-80-1639-0000
MAR 222°23
w
BY:

BK 4800 PG 2319 DOC#20109139
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in fee
simple.
And the Grantor covenants with the Grantee,that Grantor is seized of the premises in fee simple,has the right to convey the same in fee
simple.that title is marketable and free and clear of all encumbrances,and that Grantor will warrant and defend the title against the lawful
claims of all persons whomsoever,other than the following exceptions:
Restrictive covenants recorded in Book 749,Page 895,and Book 787,Page 45,Pender County Registry.
Easements and Restrictions of record.
IN WITNESS WHEREOF,the Grantor has duly executed the foregoing as of the day and year first above written.
Almada,LLC • (SEAL)
(Eptity Name) Print/Type Name:
By �G
• • SSEAL)
Print/Type Name&Title: Brandon T.Ward,Managing Member Print/Type Name:
By: (SEAL)
Print/Type Name&Title: , Print/Type Name:
By:
(SEAL)
Print/Type Name&Title: Print/Type Name:
State of -County or City of _
I.the undersigned Notary Public of the County or City of and State aforesaid,certify that
personally appeared before me this day and acknowledged the due
execution of the foregoing instrument for the purposes therein expressed. Witness my hand and Notarial stamp or seal this day of
,20
My Commission Expires: Notary Public
(Affix Seal) Notary's Printed or Typed Name
State of -County or City of.
I,the undersigned Notary Public of the County or City of and State aforesaid,certify that
personally appeared before me this day and acknowledged the due
execution of the foregoing instalment for the purposes therein expressed. Witness my hand and Notarial stamp or seal this day of
,
My Commission Expires: Notary Public
(Affix Seal) Notary's Printed or Typed Name
State of North Carolina -County or City of Pender
I,the undersigned Notary Public of the County or City of Pender and State aforesaid,certify that
Brandon T.Ward personally came before me this day and acknowledged that
_he is the Managing Member of Aimeda.LLC a North Carolina or
corporation/limited liability company/general partnership/limited partnership(strike through the
inapplicable),and that by authority duly given and as the act of such entity.one signed the foregoing instrument in its name on its
behalf as its act and deed. Witness my hand and Notari,l� w�r this 1st f No ber ,2022
q
,9e,,r3�
My Commission Expires: I a � 4 N / Notary Public
(Affix Seal) Q rTI:I '+ NOT�r �: = Notary's Printed or Typed Name
V °tB1.1G% =
/0 -- __
NC Bar Association Form No. 3®1976.Revised®1977.2002,2013� C This standard form has been approved by:
"kwPrinted by Agreement with the NC Bar Association—1981 MAR 2 7
forth Carolina Bar Association—NC Bar Form No.3
BY•

N 1 w/ S L-p oc50/l
For DEQ Use ONLY
Reviewer: K(3t.%
North Carolina Department of Environmental Quality Submit I 0/5/2?
Request for Express Permit Review
Time: I I AM
Confirm:
FILL-IN all the information below and CHECK the Permit(s)you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative,site plan(PDF file)and vicinity map(same items expected in the application
package of the project location.Please include this form in the application package,.
Asheville Region-Alison Davidson 828-296-4698;alison.davidsondncden Provided Existing Permits
• r.gov related to this Prolect
• Fayetteville and Raleigh Regions-David Lee 919-7914204;david.Iee(aancdenr.gov
• Mooresville and Winston-Salem Regions-Paul Williams 336-776-9631;[e-mail] SW
Washington Region-Lyn Hardison 252-948-3842 orlyn.hardison(dtncdenr.gov SW
• Wilmington Region-Cameron Weaver 910-796-7265 or cameron.weaverancdenr.Qov SW
• NPDES
NOTE:Project application received after 12 noon will be stamped in the following work day. NPDES
WO
Project Name:ACCOLADE County: PENDER +=0
Applicant:BRYAN HAMBY Company:PIRATE COVE DEVELOPMENT COMPANY,LLC E&S
Address:610 WEST RIO ROAD City:CHARLOTTESVILLE,State:VA Zip:22901- E&S
Phone:[phone],Fax:__,, ,Email:[e-mail] Other
Physical Location:2301 SOUTH SHORE DRIVE,SURF CITY, NC
Project Drains into ICWW waters-Water classification SA 18-87-(5.51(DWR Surface Water Classifications Map)
Project Located in WHITE OAK River Basin.Is project draining to class ORW waters?n,within Y2 mile and draining to class SA waters y,or within 1 mile
and draining to class HOW waters?N
Engineer/Consultant:SHANE LIPPARD,PE Company:RIGHT ANGLE ENGINEERING,PC
Address:212 PRINCESS STREET City:WILMINGTON,State: NC Zip:28401-_
Phone:[phone] Fax:[phone],Email:[e-mail] rCEIVEI)PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT,IF AVAILABLE
$ # JOBS UN 01 2023
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑Scoping Meeting ONLY ❑DWR, ❑DCM, ❑DEMLR,❑OTHER: (
SECTION TWO: CHECK ONLY THE PROGRAM(S)YOU ARE REQUESTING FOR EXPRESS PERMITTING t-CA
❑401 Unit ❑Stream Origin Determination:_#of stream calls-Please attach TOPO map marking the areas in questions 10 I S 23
❑Intermittent/Perennial Determination:_#of stream calls-Please attach TOPO map marking the areas in questions
❑401 Water Quality Certification ❑Isolated Wetland( linear ft or_acres) , r, j
❑Riparian Buffer Authorization ❑Minor Variance El Major General Variance 4`-�°
®State Stormwater ❑General ❑SFR, ❑SFR<1 ac. ❑Bkhd&Bt Rmp, ❑Clear&Grub, ❑Utility ❑Other
®Low Density ❑Low Density-Curb&Gutter _#Curb Outlet Swales ❑Off-site[SW (Provide permit#)]
❑High Density-Detention Pond 1#Treatment Systems I High Density-Infiltration 1#Treatment Systems
❑High Density-Bio-Retention _#Treatment Systems ❑High Density-SW Wetlands _#Treatment Systems
ID High Density-Other _#Treatment Systems/❑MOD:❑Major❑Minor El Plan Revision❑Redev.Exclusion SW (Provide permit#)
❑Coastal Management ❑ Excavation&Fill ❑Bridges&Culverts El Structures Information
❑ Upland Development ❑Marina Development El Urban Waterfront
❑Land Quality ❑Erosion and Sedimentation Control Plan with acres to be disturbed.(CK# &Amt. (for DEQ use))
SECTiO t THREE-PLEASE CHECK ALL THAT!S APPLICABLE TO YOUR PROJECT(for both sco,ing and express meeting request)
Wetlands on Site®Yes❑No Buffer Impacts:®No❑YES: _acre(s)
Wetlands Delineation has been completed: Yes❑ No Isolated wetland on Property❑Yes®No
US ACOE Approval of Delineation completed:®Yes❑No 404 Application in Process w/US ACOE: ®Yes ❑ No Permit
Received from US ACOE❑Yes®No
For DEQ use only
Fee Split for mu@ipie permits:(Check# ) Total Fee Amount$
SUBMITTAL DATES Fee SUBMITTAL DATES Fee
CAMA $ Variance(❑Ma);0 Min) $
SW(❑HD,0 LD,❑Gen) I 401: $
LQS I $ Stream Deter,_ $
NCDEQ EXPRESS June 2019

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DESIGN NARRATIVE FOR EROSION CONTROL AND STORMWATER
AT ACCOLADE SUBDIVISION
SURF CITY
PENDER CO., N.C.
April 2023
TABLE OF CONTENTS
1.0 PROJECT DESCRIPTION
2.0 SITE DESCRIPTION
3.0 ADJACENT PROPERTY
4.0 DRAINAGE CONSIDERATIONS
5.0 EROSION CONTROL CONSIDERATIONS
6.0 CONSTRUCTION SCHEDULE
7.0 VEGETATION PLAN
8.0 MAINTENANCE PLAN
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APPENDIX
IMPERVIOUS AREA TOTALS
STORM PIPING CALCULATIONS
Accolade Subdivision
March 2023

1. Project Description: The Accolade subdivision is a proposed development
containing 43 single family lots on a 15.39 ac. parcel zoned R-5. The subject property,
located on Topsail Island near the southern Surf City Limits line, is bordered by Hwy 50
to the south, Cutlass Drive to the west and Topsail Sound waters to the north. The
property is primarily wooded, and a detailed Tree Survey has been completed as well as
a Soil Suitability Analysis.
The land disturbing activity associated with the project will consist of select clearing and
grubbing of trees, clearing existing drainage swales, grading of the site, and sediment
and erosion control measures such as a silt fence, gravel construction entrance, and
infiltration basin.
The basin will act as sediment basin during construction but will be sized for 90% TSS
removal of impervious area runoff with complete infiltration. Also included in the project
will be storm piping, water lines, and sewer lines, and paved parking areas with curb and
gutter. A community area will also be built with clubhouse, pool, and picnic shelter. Lots
will not be mass graded. The total area which will be disturbed for this project is
approximately 4.25 acres.
2. Site Description: The project site is in Surf City, Pender Co., NC, located
directly to the west of Highway 50. The property on which the development will take
place is currently owned by Pirates Cove Development Company, LLC.
The subdivision layout will include internal Private Roads with connections onto both
Cutlass Drive and Hwy 50. The main entrance will be from Hwy 50. The street layout
provides circulation and property frontage for min. of 50' wide lots, 50' R/W and a 20'
paved roadway with curb and gutter. It is intended to review options of both the road
alignment and roadway bifurcation to preserve specimen Trees.
On site soils consist of Newhan Corolla complex. These soils are mainly loamy, fine
sands of USCS classification of SP fine sand.
There are existing wetlands onsite that have been delineated and shown on plans. No
wetland impacts are proposed.
New construction onsite will consist of paved roads with curb and gutter, curb inlets,
storm piping, and infiltration basin.
The property is served by Surf City Public Water and limited Sewer. There is a Surf City
Sewer Pump Station located on-site. However, due to limited sewer capacity, only 10
connections are available. The remaining lots will be served by individual septic systems
and pump-to septic fields. The pump-to systems will include a deeded septic lot for the
building lot being served. As indicated above, a Soils Suitability Analysis was conducted
by a Soil Scientist and serves as a guide to placing lots within suitable soil areas. The
Public Water System will require the extension of the existing Hwy 50 water main into
the site with a loop connection on Cutlass Drive. The main extension will include the
required Fire Hydrants.
General slope of the site is from center to north.
Land use in the vicinity is residential.
Accolade Subdivision
March 2023

3. Adjacent Property: The areas adjacent to the project site are mostly
residential areas and the intracoastal waterway.
4. Drainage Considerations: The project will have two separate drainage areas.
The area adjacent to the ICWW will be low density with built upon area being below 12%
which will be the residential lots with driveways. The second drainage area will be for all
of the roadways, sidewalks, community area, and remaining residential lots and will be
considered High Density at approximately 48.2%. Drainage calculations to determine
the size of storm piping is attached in the appendix — Storm Piping Calculations. The
project site is graded so that storm water drains into strategically placed curb inlets.
From the curb inlets, storm water will empty into a network of storm pipes which drain
into the new infiltration basin.
Calculations showing the sizing of the stormwater detention basin are shown in the
attached appendix— Stormwater Calculations. The infiltration basin will be sized where
the required temporary storage volume was determined using the SCS Curve Number
Runoff Method with TR55 Time of Concentration of Type III Distribution for pre/post of
the 1 year 24 hour event. The basin will hold over 3 times the required volume and
infiltrate within 2 days.
5. Erosion Control Considerations: The following erosion control measures are
used on this project:
1. Temporary Gravel Construction Entrance/Exit
To prevent sediment from leaving the site, temporary gravel construction entrances
should be installed where the project entrance falls onto Galloway Road. For
dimensions and specifications, see construction details.
2. Land Grading
The existing slope of the site is from center to west and east towards the back of
the property. Most of the disturbed areas on the site will drain into curb inlets
which will empty into stormwater piping and drain into onsite detention ponds.
3. Silt Fence
Silt fence should be installed prior to clearing and grading activities. Silt fence
should be checked routinely. If needed, silt fence should be cleaned and replaced
if damaged. See Construction Detail for dimensions and specifications.
4. Inlet Protection
Inlet protection consisting of a small portion of silt fence surrounding proposed curb
inlets will be utilized to prevent sediment from entering the drainage system. See
Construction Detail for dimensions and specifications.
5. Infiltration Basin
Basin will be built to control sediment from leaving the site. The basin will be
cleaned of any sedimentation during construction once the site has been fully
stabilized. See Construction Detail for dimensions and specifications.
Accolade Subdivision
March 2023

6. Temporary Rock Check Dam
Rip rap dams constructed at discharge points of the temporary construction ditches
and ditches that will remain on site. These check dams will serve as temporary
sediment traps until the detention ponds are constructed and vegetation is
established in the existing drainageways that are to be cleaned out. See
Construction Detail for dimensions and specifications.
6. Construction Schedule:
1. Obtain plan approval and other applicable permits.
2. Hold pre-construction meeting at least one week prior to beginning construction.
3. Install temporary construction entrance/exits.
4. Before clearing and grading of the site, install silt fencing and clean and replace as
necessary. Install temporary rock check dams.
5. Build onsite skimmer sediment basins that will become detention ponds.
6. Check existing swales and clear as necessary.
7. Begin clearing and grading of the site.
8. Install storm piping beginning at sediment basins continuing upstream while
constructing onsite curb inlets with inlet protection along the way.
9. Install sewer and waterlines and pave new roadway.
10. Clean basin of deposited sediments back to virgin soil once site has been fully
stabilized.
11.All erosion and sediment control practices will be inspected bi-weekly and after each
rainfall event. Needed repairs will be made immediately.
12.After the entire covered area is stabilized, all temporary measures will be removed
and permanent vegetative repairs to be completed.
7. Vegetation Plan:
1. After complete stabilization of the entire covered area, top cover soils will be
roughened by making 1"-2" deep grooves perpendicular to the slope.
2. Spread lime (agricultural limestone) evenly over the area at a rate of 1.5 tons/acre;
spread 10-10-10 fertilizer at a rate of 1000 lb/acre and incorporate into the top 6" of
soil.
3. Loosen surface prior to applying seed.
4. Broadcast seed at recommended rates.
Accolade Subdivision
March 2023

5. Rake seed into the soil and lightly pack to establish good contact.
6. Mulch with 4000 lb/acre grain straw or equivalent and anchor by weighted farm disc
set nearly straight or other mulch anchoring tool,
7. Mow as needed and refertilize in late winter or early spring by topdressing with 10-
10-10 fertilizer.
8. Graded surfaces shall not be exposed without grass coverage for more than 15
days. If grades are not complete and exposure is more than 15 days, temporary
seed with rye grain at 50 lb/acre.
8. Maintenance Plan:
1. Contractor shall maintain all sedimentation and erosion control devices during
construction.
2. All devices shall be checked after each rain event and weekly. Repairs shall be
made immediately when detected.
3. Any deficiencies shall be brought to the immediate attention of the Engineer.
Seed Types and Application Rate/Schedule
Temporary Seeding
Grass Type Amount/ 1000 SF Time of Seeding Initial
Rye Grain 1-2 lbs Nov. —Jan. 25 lbs 10-10-10
Brown Top Mullet 1-2 lbs June—Aug. 25 lbs 10-10-10
Permanent Seeding
Grass Type Amount Time of Initial Fertilization/ Fertilization / Fertilization /
/1000 Seeding 1000 sf 1000 sf 1000 sf
sf Maintenance maintenance maintenance
Burmuda, 1-2 lbs Apr. — 25 lbs March-April Each 4-8 Aug.-Sept.
Common June 10-10-10 12 lbs Weeks 12Ibs
10-10-10 _ 1-2 lbs N. 10-10-10
Fescue, Tall 5-7 lbs Sept. — 25 lbs Feb-March May &Dec. Sept.-Oct.
(Kentucky Oct. 10-10-10 12 lbs 1/2 to 1 lb. n. 12 lbs
31) Feb. — 10-10-10 10-10-10
Oct.
Sericea 1-2 lbs March — 25 lbs Feb-March "/2 to 1 lb. N. N/A
Lespedeza Apr. 10-10-10
(Slopes)
END OF PLAN
Accolade Subdivision
March 2023

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