SW7120204_HISTORICAL FILE_20190730

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW f2622&'
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
YYYYMMDD

North Carolina Secretary of State Search Results
Page 1 of 1
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Limited Liability Company
Legal Name
NAD Development, LLC
Information
Sosld: 1233947
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 12/13/2011
Registered Agent: Sydes, Anthony W
Addresses
Principal Office
100 Carolina Plantations Blvd
Jacksonville, NC 28546
Mailing
P O Box 7122
Jacksonville, NC 28540
Company Officials
Reg Office Reg Mailing
100 Carolina Plantations Blvd P O Box 7122
Jacksonville, NC 28546 Jacksonville, NC 28540
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Member/Manager
Anthony W. Sydes
P0Box 7122
Jacksonville NC 28540-2122
https://www.sosne.gov/onlinc_services/search/Bus'tness_Rcgistration_Results 7/30/2019

SOSID: 1305202
C201904402232 Date Filed: 3/13/2019 1:51:00 PM
Elaine!+. Marshall
North Carolina Secretary of State
C2019 044 02232
STATE O NORTH CAROLINA
DF-f ARTME OF THE SECRETARY OF
STATE
DESIGNATION AND/OR STATEM"T OF CHANGE OF REG1S-'ERED OFFICE,
REGISTERED AGENT NAME OR PRINCIPAL OFFICE
Pursuant (o a55D-31, §55-1-22(26), §55A-16.23(b), §57 1-22(29),of (he Grrreral Statutes of North Carolina, the
undersigned entity submits Elie following for the purpose f changing its registered office address, registered agent nine, and/or
principal office addresses for the State of Nonh Carolina. 1
I INFORMAII'ION CURRENTLY ON FILE I
I. The exact name aFthe entity as listed on the businm r�gistry is: Hardee Farms Homeowners Association, Inc.
Entity Type: DornesticCorporatiun, CForcign(
0 Domestic Limited Liability Compan:
2. (Checicanly iFapplicabie)_f 2 _The registered agent
3. (Checkunly ifapplicablc)=The principal office
Registered Agent Information (complete 11tis section ifther
Stare)
4. The name ofthe current registered agent is: Raul
5. The sheet address and County Of Ihr entily'S re
Number and Street: 2018 Eastwood Road
Cin,; Wilmington
The mailing address 1J'diffarreut from the street a
Numbcr and Street or PO Box: PO Box 12051
City: Wilmington
ation, 0 Nonprofit Corporation
Foreign Limited Liability Company
and/or address is not currently on file with the Secretary of State.
s is not currently on file with die Searztary of State.
is a regivered agent narrre and address on file with the Secrelrny of
'ek Jarrett
agent off ice address currently on file is:
_State: NC zip: 28403 County: New Hanover
's of the registered ngent nffrce address currently on file is:
Slatc: N-C Zip: 28405 County: New Hanover
Principal Office Inrormalion ecumplere this section only if rere is a principal office on file with the Sect,rlary ,,!f,Stale)
6. The street addrrm and county of the entity's principal f16ce address currently on file is:
Number and Street: 2018 Eastwood Road
City: Wilmington { State: NG Zip: 28403 County: New Hanover
The mailing address IfOfferenr from the street u
Number and Street or PO Box: PO Box 12051
City: Wilmington
of the principal office address currently on file is:
NC
.28405 County: New Hanover
BUSINESS REGISTRATION DIVIStON P¢ Box 29622 Raleigh, NC 27626-0622
(Revised July, 2017) I (Form BE-17)

Registered Agent ird'ormation rcnnrploe rhiN secrirrt if the
rrgi.57rty
}. The stria address and •:ounty ol'lhe oiliry's none• re
f.'u:nbcr:,n,i Strce;: 1985 Eastwood Road Ste
t: im Wilmington --
Tlrc ma i I ing address if differerrr fermi rirr shyer a
Numbu and Street or PO Box: PO Qax 12051
City, Wilmington
�. •I11C llanlL' c,I IIrC r1Ct5' 1:,��'ISICI1ttl tlE;Cllt a11d 1112 S1:�t' d
P;rrd D-rok Jarr-It
Ttyrc or Fri>rr :V,�n��: fff Veer R¢�islerrrL� firer
s. Thr mklr,:s� oftbe entity's reeisturcd uflice and the
Same locariall.
Principrri Office information komphnc rhi,r,rar_; •'rr: ord{l
�. The streat address turd Cntnity of rile nell• principal
(`lumber and Street: 1989 Eastwood Road Ste
City: Wilmivon _
6. llie inailin__ aeldress ifrii�e�rcrrl jrnrt: rirc xlrcrla
Number and Street or Pc? Box: PO Box 12051
city: Wilmington
trkeud !{runic ujidmldivC -s be bein}) r1l(Tl:'?zd1Vr file bireirnsx
agent office nddress is:
State: hl. Zip:28403 County: New Hanover
of the newrgislercd agent otlice address is,
28405 - �rounty: New Hanover ---�
s cousent in nppoincme
W •
ra rrnirsc TiriE ----
ess.ol-the t+uciness offie: nl• Is registered agent, as changedt is the
is a princilxrl ofilex au_ii:e t,,irh rlre "ccr•,:r,vy 411',Srarcl
address is:
State: NC 7,ip: 28403 — . — (:Otinty. New Hanover
ol'the thew principal office address :
NG Zip:28405 CoutttY, New Hanover
7. "iltis starcmentXvill be elli•:ctil c upon Iiiirig, unless ad; to and;ar tiute is
Thisthe31 davot•December .1018 Hardee Farm_5 . ofvleoerinef$
�'11ilf1rrC ~
Mikka Ferrell Secretary/Treasurer
TA-pe or Ariq! Mmic and li'WL. _._.
Note: filin- rot fs S10d00, This,k,clllmmt must t :' I}Ird •. ith tlw NC'Sccruan•uf Slate
'Insteml of signing beet:. the nca rgislcrcd r,g. nt mu\ sign r! .clmralc mitten conncnt w tlic :t*141111CNt, Which rt um N: muhcd ki tlik tki4mment
upon �uhmimkm ror filing.
I
BUSINESS REGISTRATION DIVISION PC Box 29622 Raleigh, NC 27626-0622
(Re►isedJuly, 2017) I (Form BE-17)

LIMITED LIABILITY COMPANY ANNUA
�f t
1012017J
NAME OF LIMITED LIABILITY COMPANY:
NAD Development, LLC
SECRETARY OF STATE ID NUMBER: 1233947
REPORT FOR THE CALENDAR YEAR: 2019
SECTION A: REGISTERED AGENT'S INFORMATION
STATE OF FORMATION: NC
1. NAME OF REGISTERED AGENT: Anthony W Sydes
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SOS1D: 1233947
Date Filed: 3/8/2019 11:59:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C20 1 9 072 00395
7U
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED OFFICE STREET ADDRESS & COUNTY 4. REGISTERED OFFICE MAILING ADDRESS
100 Carolina Plantations Blvd P O Box 7122
Jacksonville, NC 28546 Onslow Jacksonville, NC 28540 Onslow
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate Development
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL:
4. PRINCIPAL OFFICE STREET ADDRESS 8 COUNTY S. PRINCIPAL OFFICE MAILING ADDRESS
100 Carolina Plantations Blvd P 0 Box 7122
Jacksonville, NC 28546 Onslow Jacksonville, NC 28540 Onslow
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran -awned small business
❑ The company is'a service -disabled veteran -owned small business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: Anthony W..SydeS -- NAME:
TITLE: Member/Manager TITLE:
ADDRESS:
P 0 Box 7122
Jacksonville, NC 28540-2122 Onslow
ADDRESS:
NAME:
TITLE:
ADDRESS:
SECTIO D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its a tirety by a personlbusiness entity.
01 q
SIGNATURE f DATE
Form mAtbe igned by a Com any Official listed under Section C of This form.
rint or Type Name of company Official Print or Type Title of Company Official
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF $200
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525

THOMAS ENGINEERING, PA
CIVIL ENGINEERING.LAND DEVELOPMPNT.PROJPCT MANAGEMENT
To: NCDENR
Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
Attn: Scott Vinson
Re: Hardee farms — Phase One — Plan Modification/Addition
New Bern, Craven County, NC
2011-020
Dear Scott,
May 14, 201 XPRE&S
NC DENR
EXPRESS
lv'AY . 4 2012
NC DENR
Please find enclosed the State Stormwater permit modification application for the above
referenced project. Enclosed items include (revisions and new forms only):
(2) The application form.
(2) Revised detention basin supplement, pond 1 only.
(2) Low density (curb outlet) deed restriction form — For "Section D"
(2) Low density supplement — For "Section D"
(2) New area deeds (Bk 3090, Pg 10-12)
(2) Revised plans
(1) Engineering report
(1) Check for $2,000.00 for the express permit (LD) modification.
I think we covered the project in the meeting so no other narrative comments should be
necessary. I have highlighted the new `Section D' on your plans, sheet 5, for further
clarity. Please review and let me know if you need anything further. If you have any
questions or concerns, please advise.
Thank you,
Bobby Billingsley, PE
[e-mail]
Enclosures
401 Howe!! Road.P.0. Box 1309.New Bern, A'C 28563
Phone: [phone].Fazr: [phone].ffebsite: ThomasEngineeringPA.com

(page 1 of 3)
i
EXPRESS
MAY 14 2012
NC DENR
1IIl1l, MR111110111 1001
lm&Qe ID: e: CRP
Recorded: 05/11/20125atT03:34:43 PM
Fee Amt: U56.00 Pape 1 of 3
RevenWorkflow# 0000069644-0001
craven, NC
Sherri U. Alchard Register of Deeds
BK30VO P40
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $130.00
Parcel Identifier No. 7-105-001 Verified by County on the day of , 20
(Portion)
By:
to: W. Mack Rice, P.A., 197 Hwt70 West, Havelock, NC 28532
This instrument was prepared by: W. Mack Ricer F.A.. 197 Hmy 70 West. Havelock, NC 28532
Brief Description for Index: 9.33 Acres, Hardee Farm
THIS DEED made this i I +"day of May, 2012, by and between
GRANTOR
JOHN ROBERT HARDEE (unmarried)
2711 Old Airport Rd
New Bern, NC 28562
GRANTEE
NAD DEVELOPMENT, LLC
a North Carolina limited liability company
P.O. Box 7122
Jacksonville, NC 28540
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 or parcel of land described as follows:
See Exhibit "A" attached
The property hereinabove described was acquired by Grantor by instrument recorded in Book 15page 263.
NC Bar Association Farm No. 3 0 1976, Revised ® i/r/2o to
Printed by Agreement with the NC Bar Association

(Page 2;of 3)
All or a portion of the property herein conveyed _ includes or _X_ does not include the primary residence of
Grantor.
A map showing the above described property is recorded in Plat Cabinet slide
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:
IN WITNESS WHEREOF, the Grantor has duly executed the f re ing as f t e,,daj 0gyj4r first above written.
111'✓ "\�� SEAL
(Entity Name) VriVtn Name: JOIN ROBERT HARDEE
By:
(SEAL)
PrintfType Name & Title: Print/Type Name:
By: _ (SEAL)
Print/Type Name & Title: Print/Type Name:
By: (SEAL)
Print/Type Name & Title: Print/Type Name:
State of NC - County of CRAVEN
I, the undersigned Notary Public of the County of CRAVEN and State aforesaid, certify that
JOHN ROBERT HARDEE 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 sea] this I I *h day of
May, 2012.
My Commission Expires: Erin M. Lynch Public
(Affix Seal) Notary's Printa or Typed Name
State of 1 i81isw IVI LII1%,FFCountyorCity of
1, t e un f the County or City of and State aforesaid, certify that
1. 11 personally came before me this day and
acknowled _ of , a North
Carolina or corporation/limited liability company/general partnership/limited
partnership (strike through the inapplicable), and that by authority du' a signed
the foregoing instrument in its name on its behalf as its act and deed. 1�1 u �] J ! seal, this
day of 20 Image ID: 000002107454 Type: CRP
, Page 2 of 3
BK3090 PQ11
My Commission Expires:
(Affix Seal) No
Public
NC Bar Association Form No.3 ® 1976, Revised ® 1/IM10
Printed by Agreement with the NC Bar Association

(Page 3_.tof 3)
Exhibit A
Beginning at a Point, said Point being the northern most comer of Lot 98 Brices Crossing
Section One-C as shown on that certain plat entitled Brices Crossing Section One-C as
recorded in Plat Cabinet H Slides 163 E & F in the Craven County Register of Deeds;
Thence, from said Point of Beginning, South 43 degrees 55 minutes 32 seconds
West for a distance of 68.33 feet to a point;
Thence, South 35 degrees 44 minutes 22 seconds West for a distance of 489.78
feet to a point;
Thence, South 12 degrees 32 minutes 29 seconds West for a distance of 235.19
feet to a point;
Thence, North 63 degrees 06 minutes 24 seconds West for a distance of 303.76
feet to a point;
Thence, South 26 degrees 53 minutes 36 seconds West for a distance of 320.11
feet to a point;
Thence, North 63 degrees 06 minutes 24 seconds West for a distance of 242.59
feet to a point;
Thence, North 35 degrees 44 minutes 22 seconds East for a distance of 1173.91
feet to a point;
Thence, South 54 degrees 15 minutes 38 seconds East for a distance of 407.71
feet to the Point of Beginning, containing 9.33 acres, more or less.
! III ���I�[1111�11[��IIIIIgYVIgYlllll�lll�llll�l
End of Legal Description Image I0: 0000023Paage 3 oof a CRP
BK3090Pr- i2

Beverly Eaves Perdue
Governor
{
A
• A
NCDEN R
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Charles Wakild, PE
Director
February 20, 2012
Mr. Anthony W. Sydes, Member Manager
NAD Development, LLC
4355 Gum Branch Road, Unit B
Jacksonville, NC 28540
oaa Ro
Dee Freeman
Secretary
Subject: Stormwater Permit No. SW7120204
Hardee Farms
High Density Subdivision Wet Pond Project
Craven County
Dear Mr. Sydes:
; � I �
The Washington Regional Office received a complete Stormwater Management Permit Application for
Hardee Farms on February 7, 2012. Staff review of the plans and specifications has determined that
the project, as proposed, will comply with the Stormwater Regulations set forth in Session Law 2008-
211 and Title 15A NCAC 2H.1000. We are forwarding Permit No. SW7120204, dated February 20,
2012, for the construction of the project, Hardee Farms.
This permit shall be effective from the date of issuance until February 20, 2020, and shall be subject
to the conditions and limitations as specified therein. Please pay special attention to the Operation
and Maintenance requirements in this permit. Failure to establish an adequate system for operation
and maintenance of the stormwater management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within thirty (30) days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and
binding.
If you have any questions, or need additional information concerning this matter, please contact Scott
Vinson, or me at [phone].
Sikcer ly
A! Hod e
Regional Supervisor
Surface Water Protection Section
AHIsv: S:IWQSISTORMWATER1SW7120204
cc: John Thomas, PE (eMa e,4)
Craven County Planning 1 Inspections
,/Cashington Regional Office
North Carolina Division of Water Quality Internet: www.ncwaternuality.org
943 Washington Square Mall Phone: [phone] One
Washington, NC27889 FAX [phone] NorthCarolina
An Equal OpporlunitylAffrmative Action Employer — 50% Recycledll0% Post Consumer Paper Xaturally

w
State Stormwater Management Systems
Permit No. SW7120204
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
NAD Development, LLC
Hardee Farms
Off Old Airport Road, south of New Bern, Craven County
FOR THE
construction, operation and maintenance of three wet detention ponds in compliance
with the provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter
referred to as the "stormwater rules') and the approved stormwater management plans
and specifications and other supporting data as attached and on file with and approved
by the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until February 20, 2020 and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in on page 3 of this permit. The subdivision is permitted for
108 lots, each allowed a maximum of 4,000 square feet of built -upon area.
3. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
4. The built -upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent surface waters.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW7120204
5. The following design elements have been permitted for these wet detention pond
stormwater
facilities, and must be provided in the
systems at all times.
DA #1
DA #2
DA #3
a.
Drainage Area, ft2:
568,616
365,493
515,671
b.
Total Impervious Surfaces, ft2:
235,490
167,394
224,635
c.
Average Pond Design Depth, feet:
4.28
4.19
4.92
d.
TSS removal efficiency:
90%
90%
90%
e.
Design Storm:
1.5
1. 5"
1.5
f.
Permanent Pool Elevation, FMSL:
10.00
6.00
6.00
g.
Permitted Surface Area DPP ft2:
18,884
14,707
16,872
h.
Permitted Storage Volume, ft�:
60,033
59,099
95,933
i.
Storage Elevation, FMSL:
12.50
9.00
10.00
j.
Predevelopment 1 year 24 hour:
15.04
9.67
13.64
k.
Post development 1 year 24 hour:
27.67
18.95
26.20
1.
Controlling Orifice:
2.50" 0
pipe 2.00" 0 pipe
2.25" 0 pipe
m.
Permanent Pool Volume, ft3 :
67,226
50,254
62,953
n.
Forebay Volume, ft3:
13,481
10,030
11,501
o.
Maximum Fountain Horsepower:
114 hp
116 hp
114 hp
p.
Receiving Stream 1 River Basin:
Brice Creek 1 Neuse
q.
Stream Index Number:
27-101-40-(1)
r.
Classification of Water Body:
"C; Sw, NSW'
II. SCHEDULE OF COMPLIANCE
No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for
the entire lot does not exceed the maximum allowed by this permit. Once the lot
transfer is complete, the built -upon area may not be revised without approval
from the Division of Water Quality, and responsibility for meeting the built -upon
area limit is transferred to the individual property owner.
3. If an Architectural Review Board or Committee is set up by the permittee to
review plans for compliance with the BUA limit, the plans reviewed must include
all proposed built -upon area. Any approvals given by the Board do not relieve the
homeowner of the responsibility to maintain compliance with the permitted BUA
limit.
4. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
5. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
6. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
Page 3 of 9

State Stormwater Management Systems
Permit No. SW7120204
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
7. The permittee shall submit for approval, final site layout and grading plans for
any permitted future development areas shown on the approved plans, prior to
construction.
$. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
9. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
10. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the, system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
11. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
12. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function at optimum efficiency. The approved Operation and Maintenance Plan
must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans.
f. Debris removal and unclogging of structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
13. Records of maintenance activities must be kept by the permittee. The records will
indicate the date, activity, name of person performing the work and what actions
were taken.
14. This permit shall become void unless the facilities are constructed in accordance
with the conditions of this permit, the approved plans and specifications, and
other supporting data.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW7120204
15. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW7120204, as issued by
the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum built -upon area per lot is 4,000 square feet. This allotted
amount includes any built -upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement. Built upon area includes, but is not limited
to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the
water surface of swimming pools.
g. For those lots within CAMA's Area of Environmental Concern, where DCM
calculates a different maximum lot built -upon area, the governing lot BUA
shall be the most restrictive of the two numbers.
h. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters, which drain to the
street, grading the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street. Lots that will naturally
drain into the system are not required to provide these measures.
i. Built -upon area in excess of the permitted amount will require a permit
modification.
j. If permeable pavement credit is requested, the property owner must
submit a request, with supporting documentation, to the permittee and
receive approval prior to construction of BUA.
16. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds.
17. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired'or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
18. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the deepest
part of the pond.
c. The failing water from the fountain must be centered in the pond, away from
the shoreline.
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in these
ponds are 114hp for Pond #1, 1/6hp for Pond #2 and 114hp for Pond #3.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW7120204
19. If permeable pavement credit is desired, the permittee must submit a request to
modify the permit to incorporate such language as required by the Division of
Water Quality. The request to modify must include a soils report identifying the
type of soil, the Seasonal High Water Table elevation and the infiltration rate.
Upon the successful completion of a permit modification, the individual lot owners
that request to utilize permeable pavements must submit the necessary forms
and documentation to the permittee and receive approval prior to construction of
the permeable pavement.
20. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form signed by both parties, to the
Division of Water Quality, accompanied by the supporting documentation as
listed on page 2 of the form. The approval of this request will be considered on its
merits and may or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves a request to transfer the permit.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued snail continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2008-
211, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
Page 6 of 9

State Stormwater Management Systems jh-
Permit No. SW7120204
11. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes at least 30 days prior to making such changes.
12. This permit shall be effective from the date of issuance until February 20, 2020.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Permit issued this the 20th day of February, 2012.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
Charles Wakild, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7120204
Page 7 of 9

State Stormwater Management Systems
Permit No. SW7120204
Hardee Farms Page 1 of 2
Stormwater Permit No. SW7120204
Craven County
Designer's Certification
1, as a duly registered in
the State of North Carolina, having been authorized to observe (period icallylweeklylfull
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems r.
Permit No. SW7120204
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into.the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per -the approved
plan.
cc: NCDENR-DWQ Regional Office
Craven County Planning / Building Inspections
Page 9 of 9

FXPRESS
DWQ USE ONLY
Date Received
Fee Paid
Permit Number
FEB 0 7 2012
91()J0
Applicable Rules: ❑ Coastal SW - 1995 ❑ Coasta SW - 2008 ❑ Ph II - Post Construction
(select all N p 1m on -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form inay be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Hardee Farms
2. Location of Project (street address):
Off of Old Airport Road
City:New Bern County:Craven (TWSHP #7) Zip:28562
3. Directions to project (from nearest major intersection):
Project site is located at the intersection of SR 1116 (Thurman Rd) and SR 11.11 (Old Airport Road), however
best accessed through the adjacent Brices Crossing subdivision to the -north (see Plan Vicinity Map).
4. Latitude:35° 01' 51" N Longitude:771 01' 59" W of the main entrance to the project.
H. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the Stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control: 35 ac of Disturbed Area
❑NPDES Industrial Stormwater Z404/401 Permit: Proposed Impacts 0.05 ac
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
Form SWU-101 Version 07Jun2010 Page l of

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project}:
Applicant/Organization:NAD Development, LLC
Signing Official & Title:Anthony W. S,ydes - Member Manager
b.Contact information for person listed in item 1a above:
Street Address:4355 Gum Branch Road, Unit B
City: Tacksonvilie State:NC Zip:28540
Mailing Address (if applicable):PO Box 7122
Cityaacksonville _ _ _ State:NC Zip:28540
Phone: (910 ) 455.6956 Fax: (910 _} 455.6325
Emaii:[e-mail]
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the Iessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & TitIe:
b.Contact information for person listed in item 2a above:
Street Address:
City: State:
Mailing Address (if applicable):
City: State:
Phone: ( ) Fax:
Zip:
Zip:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:Thomas Engineering, PA
Signing Official & Title:Bobby Billingsley, PE - Project Engineer
b.Contact information for person listed in item 3a above:
Mailing Address:PO Box 1309
City:New Bern
Phone: (252 ) 637.2727
Email:bobb, by illingsley®thomasengineeringpa_com _
State:NC Zip:28563
Fax: (252 ) 636.2448
4. LocaI jurisdiction for building permits: City of New Bern -Planning and Inspections
Point of Contactaohnny Clark Phone #: (252 ) 639.7584
Form SWU-101 Version 07]un2010 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater will be transported via sheet flow, roof gutter systems, and curb and gutter to proposed storm
drainage pipe and swale channel network as shown on the plans. Project stormwater will pass through
proposed wet detention basins prior to leaving site and flowing into Brice's Creek. _
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph lI - Post Construction
3. Stormwater runoff from this project drains to the Neuse
4. Total Property Area: 37.51 acres
River basin.
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area`:37.51 acres
Total project area shall be calculated to exclude the following the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal Higgh Water (N14M line or Mean High Water
(MHW) line, and coastal wetlands landward from the NNW (or MA line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line rriay
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 38.4 %
9. How many drainage areas does the project have?3 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Draina e Area 3
Drainage Area _
Receiving Stream Name
Brice Creek
Brice Creek
Brice Creek
Stream Class *
C;Sw;NSW
C;Sw;NSW
C;Sw;NSW
Stream Index Number *
27-10140-(1)
27-101-40-(1)
27-101-40-(1)
Total Drainage Area (so
568616
365493
515671
On -site Drainage Area (so
568616
365493
515671
Off -site Drainage Area (so
0
0
0
Proposed Impervious Area**" (so
235490
167394
224635
% Impervious Area**" total
0.41
0.46
0.44
Impervious- Surface Area
Drainage Area _
Drainage Area
Drainage Area
Drainage Area _
On -site Buildings/Lots (so
160000
112000
160000
On -site Streets (so
66058
48644
56615
On -site Parking (so
Included Above
Included Above
Included Above
On -site Sidewalks (so
9432
6750
8020
Other on -site (so
0
0
0
Future (so
0
0
0
Off -site (sf)
0
0
0
Existing BUA*** (so
0
0
0
Total (sf):
235490
167394
1 224635
* Stream Class and Index Number can be determined at: littpportal.ticde_rrr.org ueb%wrl(ps/csu/classihcatiolis
�* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
Form SWU-I01 Version 07Jun2010 Page 3 of 6

'11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Projects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements cis per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The Iatest versions of the forms can be downloaded
from http://portal.ncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages wilI be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms_docs. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr,org/web/wq/ws/su/statesw/forms_docs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.L 6
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants �G6
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP. 0-40 A a
4. Permit application processing fee of $56:5payable to NCDENR. (For an Express review, refer to
hqp://www.envhelp.org/pages/onestopexi)ress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the'/2
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
,e,Ld
>2L ,Q
le Q
"VIZ d
leGi�
,el- 4
Form SWU-101 Version 07.iun2010 Page 4 of 6

W
10
11
Copy of any applicable soils report with the associated SHWT elevations (Please identify _
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration ratE
(Infiltration Devices submitted to WiRO: Schedule a site visit far DWQ to verifij the SHWT prior
to submittal, [phone].)
A copy of the most current property deed. Deed book: 3054 Page No: 493
For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/ or 3a per NCAC 21-1.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http: / /www.secretaly.state.nc.us/Corporations/CSearch.aspX
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
'eLQ
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms_docs. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineerjohn G. Thomas, PE
Consulting Firm: Thomas Engineering, PA
Mailing Address:PO Box 1309
City:New Bern
Phone: (252 ) 637.2727
Email:johnthomas®thomasengineeringpa.com
State:
Zip:28563
Fax: (252 ) 636.2448
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has beers filled out, complete this
section)
I, (print or type name of person Iisted in Cott tact Information, item 2a) n/a certify that I
own the property identified in this permit application, and thus give permission to (print or hjpe name of person
listed in Contact Information, item 1a) with (print or hjpe name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Fonn SWU-101 Version 07Jun2010 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature:
Date:
I, a Notary Public for the State of County of
do hereby certify that personally appeared
before me this _ day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in Contact Information, item 7a) Anthony W. Sydes
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable sto ter rules under 15A NCAC 21-1.1000, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
Signatur / Date: LT-
-paNIwh a Notary Public for the State of N orAl (`Arol /�W , County of
do hereby certify that 0�fikI (rJ' 5YdGS personally appeared
before me this Say of `Sa.✓wewy , Zol Z ,and acknow e the ;exeZcof the application for
a stormwater permit. Witness my hand and official seal, ._
`\\`�ti��stin ri u+rrrpri
Notary-PubiiC ti s
Jones County
My Commission expires
0210 7/2012
0
SEAL
My commission expires d 2-
L7�Za f
Form SWU-101 Version 07Jun2010 Page 6 of 6

`*.
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Hiqh Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a "built -upon"
area consistent with the design criteria used to size the stormwater control facility.
I, AnthonyW. S des , acknowledge, affirm and agree by my signature below,
that I will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot:
The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number Sw 7 i q as issued by the Division of Water Quality under
the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is 4,000 square feet. This allotted amount
includes any built -upon area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does
not include raised, open wood decking, or the water surface of swimming pools.
7. Each lot will maintain a 50** foot wide vegetated buffer between all impervious areas and surface
waters.
8. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required to_Xgvide these additional measures.
Signature,l ��,Z_ Date: ' S
I,a Notary Public in the
State of , County of :Yqr-e5
do hereby certify that A, �1—,y L4. & , S personally appeared
before me this the day of vor✓, , 20 I �- , and acknowledge
the due ex ion of the forego' instrument. Witness my hand and official seal
AL"11ow,�
Si a 0
el
a NOtary PutbiiC
My Commission expires d 6 -7 Z .tones county
ZZ?O/
My Commission expires_
02/07/2012 ?
Form DRPC-3 Rev.2 05Nov2009 Page 1 of 1 %'NTH+C`Aj?,b``����

2si',:.� 5 r,t �.2 c nl"i"�O�i 'r'�•:4
5 t 3SM

Permit No.
(to be provided by DWQ)
EXPRESS
�'& NC DENR � op war�c9
D� �G
NCDENR
P 'K
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, Sffed out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name
Contact person
Phone number
Date
Drainage area number
Hardee Farms - Phase One
Bobby Billingsley
252.637.2727
I A 812012
Drainage Basin#1 - Wet Detention Basin #1
II. DESIGN INFORMATION
Site Characteristics
Drainage area
568,616 ft2
Impervious area, post -development
235,490 ft
°% impervious
41.41 %
Design rainfall depth
1.5 in
Storage Volume: Non -SA Waters
Minimum volume required
30,047 ft3 OK
Volume provided
60,033 ft3
OK, volume provided is equal to or in excess of volume required.
Storage Volume: SA Waters
1.5' runoff volume
rya
Pre -development 1-yr, 24-hr runoff
ft3
Post -development 1-yr, 24-hr runoff
ft3
Minimum volume required
It,
Volume provided ft3
Peak Flow Calculations
Is the pre/post control of the 1yr 24hr storm peak flow required?
Y (Y or N)
1-yr, 24-hrrainfall depth
3.7 in
Rational C, pre -development
0.25 (unitless)
Rational C, post -development
0,46 (unitless)
Rainfall intensity: 1-yr, 24-hr storm
4.61 in/hr OK
Pre -development 1-yr, 24-hr peak flow
15.04 ft3lsec
Post -development 1-yr, 24-hr peak flow
27,67 ft3/sec
PrelPost 1-yr. 24-hr peak flow control
12,63 ft3/sec
Elevations
Temporary pool elevation
12.50 fmsl
Permanent pool elevation
10,00 fmsl
SHWT elevation (approx, at the perm. pool elevation)
10.50 fmsl
Top of 10ft vegetated shelf elevation
10.50 fmsl
Bottom of 1 Oft vegetated shelf elevation
9.50 fmsl
Sediment cleanout, top elevation (bottom of pond)
4.50 fmsl
Sediment cleanout, bottom elevation
3.50 tmsl
Sediment storage provided
1.00 ft
Is there additional volume stored above the state -required temp, pool?
N (Y or N)
Elevation of the top of the additional volume
fmsl
Forth SW401-Wet Detention Basin-Rev.8-9117109 Parts I.811. Design Summary, Page 1 of 2

Permit
(to be Provided by DWO)
Il. DESIGN INFORMATION
Surface Areas
Area, temporary pool
27,153 ft2
Area REQUIRED, permanent pool
18,196 ft
SAIDA ratio
3.20 (unidess)
Area PROVIDED, permanent pool, Am,,,,-.
18,884 ft'
OK
Area, bottom of 1 Oft vegetated shelf, A,_a a
15.339 ft`
Area, sediment cleanout, top elevation (bottom of pond), A,_p,
8,129 ft`
Volumes
Volume, temporary pool
60,033 ft3
OK
Volume, permanent pool, VP-,-PW
67,226 ft'
Volume, forebay (sum of forebays if more than one forebay)
13,481 e
Forebay % of permanent poot volume
20.1 % %
OK
SAfDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
MountainlPiedmont SAIDA Table Used?
N (Y or N)
SAIDA ratio
3,20 (unless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N (Y or N)
Volume, permanent pool, Vim,, w
67,226 ft'
Area provided, permanent pool, Ap__,a
18.884 ft`
Average depth calculated
ft
Need 3 ft min.
Average depth used in SAIDA, d. (Round to nearest 0.5ft)
ft
Calculation option 2 used? (See Figure 10-2b)
Y (Y or N)
Area provided, permanent pool. Ate,,,,—,
18,884 e
Area, bottom of 10ft vegetated shelf, A,,_,,e
15,339 ft'
Area, sediment cleanout, top elevation (bottom of pond), A,o,_,-,,
8,129 ft2
"Depth" (distance b/w bottom of 10ft shelf and top of sediment)
5.00 ft
Average depth calculated
4.28 ft
OK
Average depth used in SAIDA, d,,, (Round to nearest 0.5h)
4.5 ft
OK
Drawdown Calculations
Drawdown through orifice?
Y (Y or N)
Diameter of orifice (if circular)
2.50 in
Area of orifice (if-non-circ0ar)
in
Coefficient of discharge (Co)
0.60 (unitess)
Driving head (H,)
2.50 ft
Drawdown through weir?
N (Y or N)
Weir type
(unifless)
Coefficient of discharge (Cw)
(unifless)
Length of weir (L)
ft
Driving head (H)
ft
Pre -development 1-yr, 24-hr peak flow
15.04 ft'/sec
Post -development 1-yr, 24-hr peak flow
27.67 ftlisec
Storage volume discharge rate (through discharge orifice or weir)
0.17 ft'Isec
Storage volume drawdown time
2.00 days
OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
3 :1
OK
10 :1
OK
10.0 ft
OK
4.35 (avg) :1
OK
4.35 (avg) :1
OK
Y (Y or N)
OK
1.0 It
OK
N (Y or N)
OK
Y (Y or N)
OK
Y (Y or N)
OK
Mechanical Pumps
Form SW401-Wet Detention Basin-Rev.8-9117/09 Parts I. & II. Design Summary, Page 2 of 2

Permit
(to be provxled by DWO)
EXPRESS
FEB U 7 202
FMA NC ®ENR y�oF wArFyp�
NCDENR Y
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be fitted out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name
Hardee Farms - Phase One
Contact person
Bobby Billingsley
Phone number
252,637,2727
Date
1/1812012
Drainage area number
Drainage Basin#2 - Wet Detention Basin #2
II. DESIGN INFORMATION
Site Characteristics
Drainage area
365,493 f?
Impervious area, post -development
167,394 ft2
% impervious
45.80 %
Design rainfall depth
1.5 in
Storage Volume: Non•SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the prelpost control of the 1yr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C. post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development l-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx, at the perm. pool elevation)
Top of 1 Oft vegetated shelf elevation
Bottom of 1 Oft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored agave the state -required temp. pool?
Elevation of the top of the additional volume
21,117 rya OK
59,099 rya
OK, volume provided is equal to or in excess of volume required.
ft3
ft3
ft3
ft3
ft3
Y (Y or N)
3.7 in
0.25 (unidess)
0.49 (uridess)
4.61 inlhr OK
9.67 ft3/sec
18.95 ft3lsec
9.28 ft3lsec
9.00 fmsl
6,00 fmsl
5.50 fmsl
6.50 fmsl
5.50 fmsl
0.50 fmsl
-0.50 fmsl
ft
N (Y or N)
fmsi
Form SW401-Wet Detention Basin-Rev.e-9117109 Parts I. 8 ll. Design Summary, Page 1 or 2

Permit No.
(to be provided by DWQ)
II. DESIGN INFORMATION
Surface Areas
Area, temporary pool
Area REQUIRED, permanent peal
SAIDA ratio
Area PROVIDED, permanent pool, A,._,,,,
Area, bottom of 10ft vegetated shelf, Ab,,t
Area, sediment cleanout, top elevation (bottom of pond), A,l_,.,d
Volumes
Volume, temporary pool
Volume, permanent pool, Vp--PA
Volume, forebay (sum of forebays if more than one forebay)
Forebay % of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
MountainlPiedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See figure 10-2b)
Volume, permanent pool, VO,,,,-P..,
Area provided, permanent pool, Ap,-- ,
Average depth calculated
Average depth used in SAIDA, d. (Round to nearest 0.511)
Calculation option 2 used? (See Figure 10.2b)
Area provided, permanent pool, Awm_, I
Area, bottom of 10ft vegetated shelf, Abo_aa
22,918 e
14,620 ft
4.00 (unidess)
14,707 ft OK
11,676
5,787 ft`
59,099 ft3 OK
50,254 ft3
10,030 ft3
20.0°% °% OK
90 %
Y (Y or N)
N (Y or N)
4.00 (unitless)
N (Y or N)
50,254 ft3
14,707 ft`
ft
ft
Y (Y or N)
14,707 ft`
11,676 ft`
Need 3 ft min.
Area, sediment deanout, top elevation (bottom of pond), Aim„ a
5,787 f 2
"Depth" (distance b1w bottom of 10h shelf and top of sediment)
5.00 ft
Average depth calculated
4.19 ft OK
Average depth used in SAIDA, d,,, (Round to nearest 0.5ft)
4.0 It OK
Drawdown Calculations
Drawdown through orifice?
Y (Y or N)
Diameter of orifice (if circular)
2.00 in
Area of orifice (if -non -circular)
in
Coefficient of discharge (Co)
0.60 (unidess)
Driving head (Ho)
3,00 ft
Drawdown through weir?
N (Y or N)
Weir type
(unilless)
Coefficient of discharge (CW)
(unitless)
Length of weir (L)
It
Driving head (H)
It
Pr"evelopment 1-yr, 24-hr peak flow
9,67 ft3lsec
Post -development 1-yr, 24-hr peak flow
18.95 ft3/sec
Storage volume discharge rate (through discharge orifice or weir)
0.12 ft3/sec
Storage volume drawdowa time
2.00 days OK, draws down in 2-5 days.
Addifional Information
Vegetated side slopes
3 A
OK
Vegetated shelf slope
10 :1
OK
Vegetated shelf width
10.0 ft
OK
Length of flowpath to width ratio
4.51 (avg) :1
OK
Length to width ratio
4.51 (avg) :1
OK
Trash rack for overflow & orifice?
Y (Y or N)
OK
Freeboard provided
1.0 ft
OK
Vegetated filter provided?
N (Y or N)
OK
Recorded drainage easement provided?
Y (Y or N)
OK
Capures all runoff at ultimate build -out?
Y (Y or N)
OK
Drain mechanism for maintenance or emergencies is:
Mechanical Pumps
Form SW401-Wet Detention Basin-Rev.8-9117W
Parts I. & II. Design Summary, Page 2 of 2

Permit No.
(to be provided by DWO)
EXPRESS
FEB 0 1 2012
,� A PVC DENR
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERT{FICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
It. PROJECT INFORMATION
Project name Hardee Farms - Phase One
Contact person Bobby Billingsley
Phone number 252.637,2727
Date 1/1612012
Drainage area number Drainage Basin#3 - Wet Detention Basin #3
o�pF w a r�,QO�
f
o
II. DESIGN INFORMATION
Site Characteristics
Drainage area
515,671 fC
Impervious area, post -development
224,635 ft
% impervious
43.56 %
Design rainfall depth
1.5 in
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hrrunoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the 1 yr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1 -yr, 24-hrstorm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
PrelPost 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 1 Oft vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
28,495 ft3 OK
95,933 ft3 OK, volume provided is equal to or in excess of volume required.
ft3
ft3
ft'
ft3
ft3
Y (Y or N)
3.7 in
0.25 (unitless)
0.48 (unNess)
4.61 inWhr OK
13.64 ft3lsec
26.20 ft3lsec
12.56 ft3lsec
10.00 fmsl
6.00 fmsl
6.00 fmsl
6.50 fmsl
5.50 fmsl
-0.50 fmsl
-1.50 fmsl
1.00 ft
N (Y or N)
tmsl
Form SW401-Wet Detention Basin-Rev.6-9117l09 Parts I. & II. Design Summary, Page 1 of 2

i
Permit No.
(to be provided by DWQ)
II. DESIGN INFORMATION
Surface Areas
Area, temporary pool
28,945 if
Area REQUIRED, permanent pool
15,986 ft
SAIDA ratio
3.10 (unitless)
Area PROVIDED, permanent pool, A,._pw
16,872 ft`
Area, bottom of 1 Oft vegetated shelf, Abol-MW
13,311 ft`
Area, sediment cleanout, top elevation (bottom of pond), Awty,,,a
5,158 fe
Volumes
Volume, temporary pool
95,926 ft3
Volume, permanent pool, V.M-pw
62,953 ft3
Volume, forebay (sum of forebays if more than one forebay)
11,501 ft3
Forebay % of permanent pool volume
18.3% %
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
Mountain/Piedmont SAIDA Table Used?
N (Y or N)
SAIDA ratio
3.10 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N (Y or N)
Volume, permanent pool, V,,,,,,,,
62,953 ft'
Area provided, permanent pool, Ar,,,,,_"
16,872 ft`
Average depth calculated
ft
Average depth used in SAIDA, d. (Round to nearest 0.5ft)
ft
Calculation option 2 used? (See Figure 10-2b)
Y (Y or N)
Area provided, permanent pool, A,,,,,,_,d
16,872 ft`
Area, bottom of 10ft vegetated shelf, Abe s
13,311 ft`
Area, sediment cleanout, top elevation (bottom of pond), A
5,158 ft2
'Depth" (distance b/w bottom of 1 Oft shelf and top of sediment)
6.00 ft
Average depth calculated
4.92 ft
Average depth used in SAIDA, d., (Round to nearest 0.5ft)
5.0 ft
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (Co)
Driving head (Flo)
Drawdown through weir?
Weir type
Coefficient of discharge (Q
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
Form Sw401-wet Detention Basin-Rev.8-9117ro9
(Y or N)
2.25 in
in
0.60 (unitless)
4.00 ft
(Y or N)
(unitless)
(unitless)
It
ft
13.64 ft3lsec
26.20 ft3lsec
0.16 ft3lsec
2.00 days
OK
Insufficient. Volume does not agree with data previously entered.
sm.
Need 3 fir min.
OK
OK
OK, draws down in 2-5 days.
3 :1
OK
10 :1
OK
10.0 ft
OK
6,19 (avg) :1
OK
6.19 (avg) :1
OK
Y (Y or N)
OK
1.0 ft
OK
N (Y or N)
OK
Y (Y or N)
OK
Y (Y or N)
OK
Mechanical Pumps
Parts I. & II. Design Summary, Pape 2 of 2

(Page 1 of 4) .
M
EXPRESS'
FEB 0 7 2012
NC ®ENR
WQ, r k it l o4� t o . G00006a882 - 0001
II[lllllllilll[lllll[11111111411I>Illlll �1111�114111�1IllllllYlll�l
Imaae ID: 000002045054 Type: CRP
Recorded; 011D6/2012 at 08:38:20 AM
Fee Amt: $1,970.00 Paae 1 of 4
Revenue Tax: $1,944.00
workflow# 0000060882-0001
Craven, NC
Sherri a. Richard Repister of Deeds
BK3054 P 491
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $1,944.00
Parcel Identifier No. 7-105-001 Verified by County on the day of , 20
(Portion)
By:
Mail/Box to: W. Mack Rice, P.A.. 197 .IM 70 West, Havelock, NC 28532
This instrument was prepared by: W. Mack Rice, P.A.. 197 Hwy 70 Wcst_ Havelock. NC 28532
Brief Description for Index: 37.51 Acres, Survey for John Robert Hardee
THIS DEED made this 5th day of 7anuM 1012, by and between
GRANTOR I GRANTEE
JOHN ROBERT HARDEE (unmarried)
2711 Old Airport Rd
New Bern, NC 28562
NAD DEVELOPMENT, LLC
a North Carolina limited liability company
P.O_ Box 7122
Jacksonville, NC 28540
Enter inappropriate 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 or parcel of land described as follows:
See Exhibit "A" attached
The property hereinabove described was acquired by Grantor by instrument recorded in Book 1516 page 263.
NC gar Association Form No. 3 0 1976, Rcvised @ 1/1/2010 .
Printed by Agreement with thi NC Bar Aamciation

(Page 2 of 4)
All or a portion of the property herein conveyed _ includes or'—X_ does not include the primary residence of a
Grantor.
A map showing the above described property is recorded in Plat Cabinet _H slide _200-F_.
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:
IN WITNESS WHEREOF, the Grantor has duly executed the fore as the ay a d.y ar rrst ove ritten.
SEAL
(Entity Name) . rintftpe Name: JOHN OBERT HARDEE
By:
(SEAL)
Print/Type Name & Title: Print/Type Name:
By: (SEAL).
PrinVType Name & Title: Print/Type Name:
By: SEAL
Print/Type Name & Title: Print/Type Name:
State of NC - County of CRAVEN
1, the undersigned Notary Public of the County of CRAVEN and State aforesaid, certify that
10-UN ROBERT HARDEE 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 5th day of
January, 2012.
My Commission
(Affix Seal} _ _
Erin M. Lynch otary Public
Notary's Printed or Typed Name
State of untyor City of
I the �fth County or City'of and State aforesaid, certify that
(i personally came. before me this day and
acknowle AFea Th4:Tveof .aNorth
Carolina or' corporation/limited liability companylgeneral partnership/limited
partnership (strike through the inapplicable), and that by authority duly given and as the act of such entity, _he signed
the foregoing instrument in its name -on its behalf as its act and deed. Witness my hand and Notarial stamp or seal, this
day of , 20
My Commission Expires:_
(Affix Seal) 1111111111M 111111111111111111111 Nil
Image 10.1 000002045055 Type: CRP
Pape 2 of 4
NC Saz Association Form No. 3 C ar7 3 05 4 4 9
Priatpd by Ageement with the NC Bar f 8K P6
is Printed or Typed Name
Notary Public

(Pagel 3 of 4) _.......... .... ..... .
image M.. 000Oo2N5O 6e TYPO'
3 of 4R
ex3054PG493
EXHIBIT "A"
All that certain tractor parcel of land lying and being situate in Number Seven. (.7) Township, Craven
County, North Carolina, and being more particularly identified as follows:
BEING described as "PARCEL A", containing 37.51 acres, more or less, as the same is shown and
delineated on that certain plat entitled "Survey for John Robert Hardee", prepared -by Herbert J.
Nobles, Jr., PLS, and recorded in Plat Cabinet H, Slide 200-F, and Book 3053, Page 514, Craven
County Registry, reference to said plat being hereby made for a more detailed description of the
aforesaid "PARCEL A".
This conveyance is made TOGE'[I-II R WITH a non-exclusive, perpetual easement for -drainage and
utilities being more particularly described as "PARCEL "A-2" as the same is shown and delineated on
that certain plat entitled "Survey for John Robert Hardee", prepared by Herbert J. Nobles, Jr., PLS, and
recorded in Plat Cabinet H, Slide 200-F, and Book 3053, Page .514, Craven County Registry, reference
to said plat being'hereby made for a more detailed description of the aforesaid "PARCEL "A-2".
This conveyance is made SUBJECT TO a non-exclusive easement reserved by the Grantor for ingress
and egress over areas more particularly described as "PARCEL "A- I" as the same is shown and
delineated on that certain plat entitled "Survey for John Robert Hardee", prepared by Herbert J.
Nobles, Jr., PLS, and recorded in Plat Cabinet H, Slide 200-F, and Book 3053, Page 514, Craven
County Registry, reference to said plat being hereby made for a more detailed description of the
aforesaid "PARCEL "A-1". The Grantee shall have the right to relocate said easements, with the
consent of the Grantor, which consent shall not be unreasonably withheld, to facilitate development of
"PARCEL A" identified above,
Further, this. conveyance is made subject to the following covenants and conditions:
Grantee agrees that throughout its development, it will design its subdivision to provide for access,
water, sewer, electricity, telephone, cable and other utilities to the adjoining property owned by
Grantor so that Grantor shall have access to the streets, water, sewer, electricity, telephone, cable
and other utilities on the described property, such that Grantor shall always be able to "tie-in" to
the infrastructure being developed by Grantee. Once easements and streets have'been dedicated of
record by plat to the City of New Bern for the development of Grantee's property, any easements
granted to Grantor for access and utilities shall atitomatically terminate so long as the plat of record
provides for public utility and street access to the adjoining property of Grantor.
Grantee agrees not to place any mobile homes, trailers, double-wides, pre-fabs or other similar
housing on the property and agrees that the housing to be located thereon shall be "stick built" with
a minimum square footage of 1,200 square feet of heated area.

(Fade 4 of 4)
11111111111111111111011111111111111111111111111111111111111
Image ID: 000002C45057 Type: CRP
Pape 4 of 4
SK3054 PAN
The property shall be developed in harmony with the neighborhood which surrounds the described
premises of both Grantor and Grantee, and neither party will undertake any use of the property
which would be considered a nuisance to the other.
Grantee must comply with the terms of the Agreement between the City of New Bern and John R.
Hardee adopted by the Board of Aldermen of the City of New Bern on July 27, 2004. '

Nate Caroeea Senetary d State
EXPRESS
FEB 0 7 2012
NC DENR
North Carolina
'x Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Rafeigh, NC 27626-0622 t9191607-2000
Date: 12130/2011
Gick here to:
View Document Filings I Sign Up for E-Notifeations I
J Pre -populated Annual Report Fillable PDF Form I File an Annual Report I
Corporation Nantes
Name Name Type
NC NAD LEGAL
DEVELOPMENT, LLC
Limited Liability Company Wormation
SOSI D;
1233947
Status:
Current -Active
Effective Date:
12/13/2011
Dissolution Date:
Annual Report Due
Date:
Citizenship;
DOMESTIC
State of Inc.:
NC
Duration-
PERPETUAL
Annual Report Status
CURRENT
gistered Agent
Agent Name: SYDES, ANTHONY W
Office Address 4355 GUM BRANCH ROAD
JACKSONVILLE NC 28540
Mailing Address 4355 GUM BRANCH ROAD
JACKSONVILLE NC 28540
ncipal Office
Offlce Address; 4355 GUM BRANCH ROAD
JACKSONVILLE NC 28540
Mailing Address: P 0 BOX 7122
JACKSONVILLE NC 28540
This website is provided to the public as a part of the
1826
UfAl! 1 105 AM
Knowledge Base (SOSKB) system. Version:
Itip:/lwtirw.seaetary.sa4r.ntcalm�yaaburnlCaplsp■7P[esnl0+9C86d91 Page l or 1

THOMAS ENGINEERING, PA
CIVIL ENGINEERING&I kND DEVELOPMENTePROJECT MANAGEMENT
To: NCDENR
Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
Attn: Al Hodge
Re: Hardee Farms — Phase One
New Bern, Craven County, NC
2011-020
Dear Al,
February 6, 2012
E-APRESS
FEB 0 7 2012
MC C)ENR
Please find enclosed the State Stormwater permit application for the above referenced
project. Enclosed items include an (1) original and one (1) copy of the application form,
two (2) wet detention basin supplements, two (2) notarized operation and maintenance
agreements for all three (3) wet detention basins, two (2) copies of the deeds, two (2)
Department of the Secretary of State printout, two (2) copies of the Engineering plans,
one (1) copy of the Engineering report, two (2) copies of the SHWT Report, and one (1)
check for $4,000.00 (Check No. 10119) for the express permitting application processing
fee.
This project is site grading, curb & gutter, water line, sewer line, storm drainage, and
stormwater pond construction for a proposed 108 lot residential subdivision. Total site
area is 3 7.5 1 acres. This is a high -density project and permanent stormwater will travel
through three proposed wet detention basins.
Please review and let me know if you need anything further. If you have any questions or
concerns, please advise.
Thank you,
Bobby Billingsley, PE
[e-mail]
Enclosures
401 Howell Road.P.O. Box 1309.New Bern, NC 28563
Phone: [phone].Fax: [phone]-Websire: ThomasEngineeringl`Axom

For DENR U ONLY
Red�rer:
�Ci�S�'a `► ti
North Carolina Department of Environment and Reve
A*! Natural Resources
NCDENR Request for Express Permit Review Time
confirm
FILL-IN all the information below and CHECK the Permits) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map jsame items erected in the application package
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;alison.davidson(a)ncdenr.gov
• Fayetteville or Raleigh Region -David tee 919-791-4203; david.lee(a7ncdenr.gov
Permits of request
• Mooresville & -Patrick Grogan 704-663-3772 or atrick. ro an ncdenr. ov
SW
• Washington Region -Lyn Hardison 252.946-9215 or lyn.hardison(a)ncdenr.tlov
SW
SW
• Wilmington Region -Janet Russell 910-350-2004 or ianet.russell(a_ncdenr.gov
SW
NOTE: Project application received after 12 noon will be stamped in the following work day.
SW
cya
Project Name: HARDEE FARMS - PHASE ONE County: CRAVEN at
Applicant: ANTHONY W. SYDES - MEMBER MANAGER Company: NAD DEVELOPMENT, LLC FEB 0 i 201Z
Address: 4355 GUM BRANCH ROAD, UNIT B City: JACKSONVILLE, State: NC Zip: 28540
Phone: [phone], Fax: [phone], Email: [e-mail] DENn.
Physical LocatiomNEW BERN, NC
Project Drains into BRICES CREEK waters -Water classification C, SW; NSW (for classification see-http:llh2o,enr.state.nc.us/bims/reportsirepoasWB.htmI)
Project Located in NEUSE River Basin. Is project draining to class ORW waters? N , within '/2 mile and draining to class SA waters N or within 1 mile and
draining to class HOW waters? N
Engineer/Consultant: JOHN G. THOMAS, PE Company: THOMAS ENGINEERING, PA
Address: 401 HOWELL ROAD City: NEW BERN, State: NC Zip: 28562
Phone: [phone], Fax: [phone]. Email: JOHNTHOMAS@THOMAS ENGIN EERINGPA.COM C
SECTION ONE: REQLIESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
® 401 Unit ❑ Stream Origin Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
® 401 Water Quality Certification ❑ Isolated Welland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® 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 3 # Treatment Systems ❑ High Density -infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ElHigh Density -SW Wetlands _ # Treatment Systems
ElHigh Density -Other _ # Treatment Systems / ❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit4)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with 35 acres to be disturbed.(CK # (for DENR use))
SECTION THREE -- PLEASE CHECK ALL THAT IS APPLICABLE „TA„YOUR PROJECT (for both scopinq and express meeting request)
Wetlands on Site ® Yes ❑ No
Wetlands Delineation has been completed: ® Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ® No
Received from US ACOE ❑ Yes ❑ No
Buffer Impacts: ® No ❑ YES: _acre(s)
Isolated wetland on Property El Yes ® No
404 Application in Process w/ US ACOE: ® Yes ❑ No Permit
_ _ _ _ For l)lNlt ci�e oily
Fee Split for multiple permits: (Check# I C i I ) Total Fee Amount E
SUBMITTAL DATES
I Fee
I
I SUBMITTAL DATES
Fee
CAMA
I $
I Variance Q Maj; Minj
1
$
SW (5110, ❑ LD, ❑ Gen)
401:
$ r_yL
LOS
Stream Deter,_
$
NCDENR EXPRESS March 2009

. • - -404 WETLANDS
(ED. / I/
NOW S
COMMON AREA'S' ,Ne3yzan Iles �" �`' 1 �• + OR 9� ` ~//
OPEN SPACEI R rOR,)MERLY
`
JOHN ROBEKT 14-ME . �• / ` \�! �• - \ \ / _
FbRT10N DEED SS 1 516. PG 263" lA !//. Q ION ON Ar
91 / / AT CAB. H, S'_ D6L
J • •gN* ' ^ 404 WETLANDS A'� // `r ®• 90 \ �/ cp / 9A I 95 I
5s+v Sec 3o..s' 1� /' I S - ! � Y• ��� ,� rs .
A•250a T3!' /a 5TORAnwAIt - / _ /CD-.!� \ / • -
` l.` , ,1 POND r2 j - • y = f • p ` 59
�` ed��� , SbGgZ3trs a9.)4 /- �'• / 1 �`_LNlrrc: p'x CID
T
�Il �My�\ \ %• .I �� SIORJMwAIER , ` y b.crth 7 3f �I 1 i .5% I i
N,rwat.e �, \• ` 1j+ POND 11 i � I•. 32 11� '!Y I
po.d1 AmIaY •\ , \ I -~ C ®. i I+! .O� 4a,e.. E ro-F edAr 1 I 'tom �, �.,v..�.]
I,sa 1-i 2L IQs 2r- .��Y�ti�� •j •/ �•_ `� ■ O I MIT RUI
L • >, f O / A _ .erl5eae swei�,.. CRO�f3 C$1/YOh -.
Q y Q caPEN COILSPAC
i i • y .' \..t• -L // r U ' / " 4E\ 1 VS (D 1 r O
' \ O,"` \ WETLANDS /•
,a n 5
AOd WEILM+DS y �•' / Q %' 1 a.a,,. LA03
• `+, rm are..a a•«�y �//j[f`;� i Q 111 I
�.r • . O' /• 1 111Cere x'we•ee105 ../� I �IIIN.fdl�ab.dl
+� �A •,l 3 �yfr Ji ] �04y� \� X;b'�6•pMd..c f/'09
��f �.f_ fay rw.. r •I• {IIe'. N.B'. e'C-es
- ae � � •��\ / 0•Irl4 �� '"`•�„-.--1 -% I \t.31 e'Gra vwral3w
�y �`- -.tam f I n
• -� ,� Q t AIL. }} \ / 60 % � } yr��--'� 1 • $ � _�� f rrero u. rn n en..N
/• II G.c'. f'�]a/j,. • / Fl / f ■�e(- i1 CffY , ■ ]e>•19[vy /
av i21 G'(re,r..m /•t\ L r� Ii0A3 `
• �\\ / © r,s 12 I T to r..nre.,,. O ■ O 11L
• II,r ra zA.«.Z �(7(r ® / 11 l '••^� _ sez•19caw as.w
,\`�, M���'.l','� yM5^ / `• / �' 11 ® .�• `1 1� y� i� il�` �-.�� 5eY19U1�51�m /.
y \ �/ a•+wr' ��1, It y` \,•� ��� 1 - I ®ri
• ■ _ - sr.ascs 9s W
COMMONED
(OPEN 5PA.CE) AruA•c
�••o.a■ A.anur�,'+. V �• , \ `/�" `� /0 i y I ,ties' �`r �' f
fir i, ' / •• a` W- • / / / \ ®. %`
NON OR FORMERLY i ,%• .���\! y\ _! © I}
JOHN 401iERT HARDEE
PORTION DEED 5K i 510. PG 293
t� • - f • *` �• / �/y r� J waD. NOW OR FORMERLY / I
�.7� JOH.4 RL7B[RT HDE ARE \
• \ • l �r - - L "� ,/ Y., �f�\ \ TY)RiION CEFD BK S 516. PG 2G3 /
/ • 1• COMMON AREA V' • ,� 1I . .•� yI �IG' • c' Ix a\ /• `` \' / PJ(, BASIN 1 1
'\ %\
(OPEN SPACE) I �+ LEI, Y. _ •\ 1
f21 C f L I Sd
GRAVITY 5EWER PIPE DATA
PIPE
DESCRIYrION
INVERT El-
OUTLET EL.
LENGTH
SLOPE
5vl
10 •W rvC
-215
.rGP
Ia9
OZM
]51a
arM NC
-0a3'
2.09
i5S
0.]Q9•
5er5
e.w 1YC
-0.31'
-073'
a,
a-
ps.c
e«a ruc
Lz
-0.z1'
I 3cc
Q.sys
5W6
a M FRC
a.ZZ
an
177
O-w.
]5.9
e-a
5.]3
It
T.
Q.]QN
5W10
a rX
G.,,
55T
Iw
4.'
aa•11
a -a
lea
cn
109
1m.
5ar12
.-POT
I'-
>'sn
apL
I,W\
]a, 13
a..a M1'C
2-5a
1.9Y
119
0.50E
anal+
b..a rvG
Sea
zcs'
zw
Q.sa.
]]a1]
a.w we
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a9e
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6.1Z
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Lbr
I !Ic
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ae
a.16
I Iv'
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0,0a
]]a20
a - F,T
7-
] u
ai9
0-a0A
]Sr21
a nc rc
a 64
7,0
!5a
O ap9,
]51z2
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+.r9
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scr
•a9
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GRAVITY 5EWER MANHOLE DATA
5TR-
DIAMETER
PIPE 114
rNV. IN.
PIPE ou7-
ENV. OUT
t:. Rn.1
.w
9ar1
-z cr
anal
, 5ra.
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-
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, 77
en
WATER t 5EWER NOTE5
LEGEND
I. UTILr, OWNER. Z!rY bP NEW Bt' RN wA P�EN2R ovARTMENT.
.-`�
252.6'5.759G•. PO BOx I I29. NEW BORN, NC, 285G3.
SYMBOL
DESCRIPTION R
2. IN THE EVENT THAT T'1r5E NOTES OR SRC:FICATIONS ARE IN
CONFLICT 'MTH KFOUIUMEN5 OF THE LOCAL WITTY AUTHORITY- THE
Prprnty Era] RMFL Of Wry L-1 I -
LOCAL UVLITY REQUIREMENTS SHALL GOVERN. IN 5" CA5E, NOTIFY
THE tNGI\EER REGARDING Dr5C :EPANGES.
3. CONTRACTOR SMALL BE RESPON'51ME FOR DISCOVERY Of 045TTNG
- _ - _
Property ]Miwn:m BlalevwJ Lmee I -
UNDERGROUND IN5TALIATION5, IN AOVAICE Or EXCAVATING, BY
CONTACTING ALL APPUCABLE LOCAL UTILITIES AND BY FRO5P[C;ING.
404 WELIFMS
CONTRACTOR SHALL ExERCSt mv--ME CAUTION WHEN WORUNG
AKOLIND All EXISTING LITILII IE5 AMID SMALL T. NtCE55AKY
N
PrOpoxd'Natar Vatic a BQ• 14
PRECAUTIONS TO PREVENT FA5R1/PT ION OF 5EFMCIE5 TO
-
PrGPoacd R"4-
CLI5 i OMER5.
[►
4. UTILITY LOCKNON5 5r'ALL INCLUDE, BUT SHALL NOT BE LIMTED TO,
BOTH MAIN AND 5MVICI! ONES FOR THE FOLIOWNG: SANITARY
��p
P-9 i r- NYC'.. i 14
5EWER UNE5. ELECT%C LINES (OVERHEAD AND UNDERGROUND). GAS
LINES, TEXFltONE LINES. CABLE TELEVISION UNPS, STOKMWATER
P+opObed B' Water Line 114
CONVEYANCE LINES. POTABLE WATER LINt5, AND RECLXXAED WATER
UNE5.
-.'.-
PMW]e6 o Wncr Lane 114
S. THE CONTRACTOR 5rALL COORDINATE THE RELOCATION OF AYr
EXISTING ELECTRIC ANWOR TEL"MONE rOLE5 Ok UNE5 WITM THE
_ -
Prapayrd 2• W'nar Tana 114
LOCAL UTIUTI' COMPANY AYD N'OTTFY THE CORRE51 "NG PROPERTY
ONNER PRIOR TO COMMENCEMENT OF ANY WOPJ,, 3NCUKXNG NCDOT
ENCROACHMENT rERMTTS.
a_at_
PropvSee End-ol-L- N., CH? I I q
6. ANY 5ANITA57Y SOWER MAINS µ Djog WATER MANS NOT HAVING THE
NEff55ARr 36.0E COINER SMA11 O<p11E-TIIE IRON) PIP[,
�_
P'Ope]ed Water 5- 14
7. CONTRA'�i OK SMALL VERIFY uDl-ATLON MD INVERT ELEVATION OF
•
Fropgaa MAnNpe 113
LUSTING DQWH5TKEAM SANITARY 5EWEK LINTS AND STORM DR,AN
UNE5 PRIOR TO A\Y PROPOSED 1161ALLATION THE CONTRACTOR
•_
Prod 5- 5 113
SHALL NOTIFY THE ENGINEER IF SURE LINES ARE 5HAL(OwtK rMAN
INDICATED IN TME5t DRAWNG5.
11, 5TORAAWATEK DRM45. ROOF [)RAINS, FOUNDATION URNN5, AND ANY
-'�
Proposed Gnv.:y 5-- Lne
13
OTHER STORMWATIR FACILITYCONNECTIONS TO THE SANITARY
9EWER L'NES AR[ STRICTLY PROKBITCO,
e
G�eL1y UUL[a:]
-
9. WATER LINE LISILITY COY5TP.UCTION "ALL NOT BEGIN UNTIL AREAS OF
WATERLINE CON5TRUCTION ARE ROUGH GRADED TO BE wITmA ONE
t�
Dra+nage F10w DimeLloF AfrDu3 -
POW OF F=5HtD GRADE AND FILL AREAS ARE COM•'LfTCO AND
COMPACTED.
F a rnaAae
gcrC 6n 5a5.n'Araa Dram :abd 112
1 D- WHILE TESTING, 711E CONTRACTOR SMALL EN5LIKE THAT CHLOPJNATEU
DISINFECTION WATER NOT BE a:SCHARGCD DIRECTLY INTO A STORM
c r s-,r
Channc'V5-1' Gbd
❑RAINAGE 5Y5TEM OR SURFACE WATERS WITHOUT THE PRIOR USE OF
APPROPRIATE DE-Cr.LORINATION METHODSO.
Arty Labe I -
I I - R'EFER TO SPECIFICATIONS SECTION 02=5 FOR WATER D 5TR15JTLON
- -
St,Tr.M.
, 2. REFER TO 5Ftarl 10145 5ECTION 07730 AN] 02731 FOR SEWER
O
F-V*Q d 5cnn, D-4-a Plea
12
SYSTEM.
13. RELATION OF WAI ERMAIN5105EWER:
z p
51R Fend(- M Dn_un]anc<)
5
A. LITERAL 5Crf-r ION OF SOWER AND WATERMAIY5:
F.P. ORLIeL Protrdaon
15
B. WATERMNN5 SHALL BE W D AT LEAST 10 FEET LATERALLY FROM
OR rRDP05EO 5EWRR5 UN.t55 LOCAL CONDITION5 OR
TanporAY C ,5_n,cllon Ercrmr<
eAREXISTING
PJER5 PKEVEN A IC FOOT LATERAL 5:PERAT104 -- IN WHIC.`I
I 1 s
LASER
_
11a.1-Ckt Graver
_
,.H_ WATCRMAN IS LA3D IN A 5ETERATE TR NICH WITH THE
t 1,Qt Froc115
ELEVATION OF THE BOTTOM or THE WATERMNN AT {EAST 15
MC7E5 ABOVE THE TOP OF THE 5EW'ER-
b, THE WAlfKMAN IS LAID IN THE SAME TRENCH A51HF SEWER
MEN THE WATCRMNN LOCATED AT ONE `.a(DE ON A BENCH OF
LIND157URBED tAKIH µID WITH THE ELEVATION OF 111E BOTTpIJ[
OF TEE WATERMNN AT LEAST 16 INCHED ABOVE THE TOP OF THE
SEINER
GRA HIC SCALE
B. CR0551%G A WATERMNN OVER A 5EW*J'
a- WHENEVER 11 15 NECE55w- FOR A WATtKMNN TO CR055
Too 50 0 100
OVER A 5EWER, Tit WATERMAIN SMALL BE LA;D AT 5UCh AN
ELEVATION THAT THE SOTTOM OF fHL WATEKMNN 15 AT LEA5T 16
N01E+ R715 ,aG4(L AfYL15 FOR
!
INCHES ABOVE THE TOP OF THE 5CWER UNLE55 LOCH-
24'X-9, SnQTS 17'M1'
CONDITION5 OF BARRIERS PREVENT AN 15 INCH VEKTK'AL
5EPERATION -!N Wm" CASE BOTH Tr[ W'ATEWM N AND THE
5_•WE2 SHALL BE CON51RUO7E.D Or FFRbUS MATERIALS AND
PROJECT REVLADN5
IIIN
WIM JOIYT5 MUCH ARE FQUrVALENT TO WATnWAJN 5TANDARL15
NO. LX5C.1P7)M'
FOR A U15TANCe OF I D FEET ON EACH SIDE OF THE CRO551NG.
_
I
C. CRO551NG A WATERMNN UNDER A SEWER:
V
a. WHENEVER IT 15 NLCE55AKY FOR A WATERMNN TO CRO55
UNDER A SEWER EIOTI� THE WATEKMNN AND THE SEWER SHALL
BE COrI5IRLICTED OF tERROUS MAMMK5 AND WITH JOINTS
_
THAT ARE EQUIVAL1Nr TO WA7EKMNN STANDARDS FOK A
Dr Si ANCE Or rO FEET ON EACH SIDE OF THE FOLNT Or
C R055ING. A SECTION OP WAIERMNN PIPE 5HALL LY CLNTERED
AT THE POINT Or CRO551NG.
-
i 4. WATERMAIN5 51AH BE IN5TALLtO 4 EMT FROM THE LDGL OF
PAVEMENT OR BACK OF CURD UNLESS OTHERWISE 51101VN,
15. ALL WATER VALVr5 SHALL BE LOC-AIE9 CUTE rDE OF PAVED AREAS
ux=5 APD OTHERWISE.
OWNEWDEVELOMP,
r l
16. WATER VALVE
VE eOSOES xtOCATEp pUT510C OF PAVED AREAS SnAli BE
AS FROfIDED
r*-11AD DEVELOPMENT, LLC
FO -X 7122
T 1
FR.OTECT`_D BY CONCRETE VALVE PROTECTOR COLLARS
IN � THE O AIL5. WATER VALVE BOXES LOCATED INNCr PAVED OR
,I vP/
7 1L`]ONVI!L`, NC 78540
ITT 11
CONCRETE AREA5 SHALL 5E LEVEL ;ATM SET FLUSM WRI MN15MCD
GRADE.
1
CON5ULTING ENGINEER
CD
QD
O , / / •�./<.\ �_ l \ WATER 4 5EWER PLAN KEY NOTE5
404 WETLMD5- Jr �� d' 1 ! � �• - - 7 - I . TIE TO EXI$71N1`r MAN'ITOLi ATT111`PERIM.[TER Qf �RI Ci�ZAD551NG
7: \ 5[CTION ONE A', H50% REFERRED TO AS MX MMA T•, Er1HEK AT THE
�a - - • • - I I _ • \ EX151 ING MANHOLE INVERT OF BY AOCE55:N'G THE W5TING STUB- TEE
,.�� �'� >%r 111• _ ` • - • - - CONTRACTOR 15 ADVISED TO EXCAVATE, LOCATE THE STUB, AND
• / y \ ® " [VALUATE wTTr, TnE ENGINEER IF PROFMNG TO TIE TO THE IM51I4G
2. REFER TO SHEET 13 DETNL 5 51, 56, 0,117 59 FOR :MCA- STANDARD
`, i `'' SII r!N,� • 4 ��� - - SPwf 'MANHOLE
D[TNLS.
1 3. REFER TO SHEET 13 DETAIL 52 FOR 5' IN5'OE DROP MANHOLE DETAIL.
�J5TOiN4wATLR y , �� \ / - • - - - - • 4. REFER TO 5HEET 13 DETAIL 53 FOR TYPICAL SEWER SERVICE ELEVAT ION
POND 03
1 PETAL.
•1 a r0 z•. r. r a ra ` 5. REFER TO SMEET 13 DETNL 54 FOR TYPICAL Of-CW SEWER SERVCE
`_.•lu T6s+Yrn t>a �• \ - • ELEVATION ❑ELITE
•Y\ \ / \ ® \ ' - 15CMATEO ' \ • - - I 6- RErER TO 5EEET 13 DETAIL 55 FOR TYPICAL 5tW'ER IN{1NE WYE UFTATL.
/ 7. It M TO SHEET 13 DETNL 54; FOR TYPICA GRAVITY 5tw'ER
_ J ' i y UP-A,'DS TRE4CHIrtiG a EMBEDMENT DETNL.
:'; 0 - - - / 6. REFER r0 5HEE1 13 DETAIL 57 FOR TYPICr�wATER 4 5EWER SERVICE
' HOR17CO LAtOVi DETNL.
'1 ]w - 1 �`�-`��•_ ' 1 \� - - S • - - - • 5. REFER To5MEET 145FTNL w2 FOR TYPICAL wATER VALVE r VALVE
I l BOYR TO5
• \ ` _ • ti / p1 ao. n - - - - - - 10. LOCAT 70 SYEEr 14 DETAIL W3 FOR TYPICAL FIRE 1:TDRAJTT DETNL.
LOCATIONS ARE AS 5 ON ir_ PLAN.
REFER TO SrfFli 14 DETAIL
ETNL wa FORSYPLGai Erf] OF LINE BLOVIOPF
/ 12. REPCft TQ sE
/' f _�- -'' i !! , �I - • - - - - - - " - -/ EMBENDMENT C I`. DETAIL WS FOR YYPTGt WAiER11NC iR[NCt1:NG a
Y D[ NL.
13. REFER TO SHEET 14 OCTAL W6 FOR TYPICAL TAPPING SPDDLE
FtACZb / n KFFEK AENT-
• ' - QQ , OF l - - i . - . _ . I • 14. PnCV^T� �NLI 4 DETNL W f G FOR TY'?KJLL WATER 5ERVIOI
-- • _ 15. REFER TO SMF2T 14 DETNL W7 TMiOL1G W9 FOR.TYPICAL whlrR LINE
r -------T'�v��FTSRMEKLY DTISiTY CRO55WG DETN15.
- "- - - --v 3w.oa TOMBSTONE LLC
TYIOMA5 ENGINEERING, P.A.
r.0. 0ox 1309 - 431 r10WT11 ROAD
u
NEW BERN, 40R1H CP.RDLINA 20563
r-1
OFFICE: (252) G37-2727 PAX: (2525 c36-2446
- L
jVP}
LAND SURVEYOR
11ERBERT J. N013LF5, JR., PL5p L-2403
164 CAMFEN TOAD
ILAYBORO, 4aRrn CAROL➢lA 26515
L
V`
PROGRESS DRAWN\GS
DO NOT USE FOR CONSTRUCTIOt:
O
~
WATER 4r SEWER PLAN
SITE IMPROVEMENTS
for
HARDEE EARM5
PHASE ONE
rOwNsn.r A7rcuvEN col,N�]4Lw eERNNORrn uaouNA
SCALE: PA00 j
DATE: 104.12
FROJECT A: 701 1-020
1 5HErT: 04 c' 16