SW7080111_HISTORICAL FILE_20210510

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW %ke �
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
aaA
YYYYMMDD

IJ a120
ROY COOPER
Governor
DIONNE DELLI-GATiI
Secretary
BRIAN WRENN
Director
The Villas at Corolla Bay HOA, Inc.
c/o Seaside Management
P.O. Box 1465
Kitty Hawk, NC 27947
NORTH CAROLINA
Environmental Quality
May 10, 2021
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7080111
Villas at Corolla Bay
Currituck County
Seaside Management:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7080111 for a stormwater treatment system consisting of a wet
detention pond serving the Villas at Corolla Bay in Corolla, NC expires on December 31,
2021. This is a reminder that permit renewal applications are due 180 days prior to
expiration. We do not have a record of receiving a renewal application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. Application forms for renewal can be found on our website at:
ttl2s• / /deq nc gov /about/divisions/energy-mineral-land-resources/energy-mineral-land-
rules/stormwater-program/post-construction. North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit. Failure to maintain a permit subjects the owner to assessment of civil penalties.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application form. You can request a copy by e-mailing me at roger.thorpeCcDncdenr.gov.
Sincerely,
Roger K. Thorpe
Environmental Engineer
J North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
J Washington Regional Offlce 1 943 Washington Square Mail I Washington, North Carolina 27889
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N/F I T r /
COROLLA BAY / C O 1 l� O L �I.. LJ A BAY
secnoN n —west sloe
q ' SECTION III
EAST SIDE CONCEPTUAL DEVELOPMENT t1llu
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DOC No: 304126
Recorded: 09/17/2013 at 03:01:50 PM
Fee Amt: $26.00 Pape 1 of 5
Excise Tax: $0.00
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Currltuck County North Caroline
Denise A. Hell Reg of Deeds
Bk1266Pg 703-707
RECEIVED
d
0 NON -WARRANTY DEED
1, (Common Elements) .
Parcel: 115F049PENOOO (formerly Part of 011500000050000)
Revenue Stamps
$00
❑ If checked, the property includes the primary residence of at least one of the parties
depicted as party of the first part. (N.C. Gen. Stat. § 105-317.2)
STATE OF NORTH CAR
COUNTY OF CURRITUCK� V\�
THIS NON-WAe�JNTY DEED, made and entered into this the 5 h day of
September, 2013 by and between COROLLA OCEANSIDE, LLC, a North Carolina limited
liability company, party of the first paq' the address of the party of the first part is: 821 Ocean
Trail, Suite 4, Corolla, NC 27927); and U VILLAS AT COROLLA BAY HOMEOWNERS'
ASSOCIATION, INC.,C.a North Carolina nr Trefit corporation, party of the second part (the
address of the party of the second part is: 82111 can Trail Suite 4, Corolla, NC 27927).
WITNE3OfaTH:
AUG 3 1 2016
Prepared by Ward and Smith, P.A., 127 Racine Drive, Ur&ersity Corporate Center (28403), Post
Office Box 7068, Wilmington, NC 28406-7068 `}
Please return to Ward and Smith, P.A., 127 Racine Drive, U ersity Corporate Center (28403),
Post Office Box 7068, Wilmington, NC 28406-7068
Attention: Justin M. Lewis
No opinion on title is rendered by Ward and Smith, P.A., without a.,Fparate written opinion on
title from Ward and Smith, P.A.
T4 ]lector Certihcauov una.
CO #42144D438 1.DOCX _ NOD N c e
CO N4 ..p..SN`:7tiR T..fx AMC iKf /J7/yn �•� \ D y
[;FAN^ QL 'ne_X A Certifican expires Jan. 0 of the
• I l - dOI ?> year follov© v, certification date
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Book 1266 Page 703

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0 That the party of the first part inconsideration of the sum of Ten and No/100
Dollars ($1 Ot¢0 and other good and valuable considerations to said party paid by the party of the
second part, thceipt of which hereby is acknowledged, has bargained and sold and by these
presents does bargA , sell and convey unto the party of the second part, said party's successors
and assigns, the following described property, to wit:
All that certain tract or parcel of land lying and being situate in
Poplar Br&h Township, Currituck County, North Carolina, and
being more*rticularly described on Exhibit A attached hereto and
incorporated rein by reference.
This conveyane made subject to the Declaration of Covenants,
Conditions and �ctions for the Villas at Corolla Bay recorded
in Book 1169, at Pta , •726 and corrected in Book 1170, at Page
186 and supplement y that certain Supplemental Declaration
recorded in Book 125 Page 221, all in the office of the
Register of Deeds of Cumtuck County including without
limitation: (i) any and all d'g}tts, easements, and privileges of the
Declarant, including its suc®ssors and assigns, described therein,
(ii) any and all rights of lot o rs to limited common element
Courtyards as contemplated tHV4n.
This conveyance is made subject'�Gasements of record or on the
ground, restrictive covenants of rec , and ad valorem taxes for
the current year, which taxes the party of the second part, by
accepting this deed, agrees to pay.
TO HAVE AND TO HOLD said property(�?d all privileges and appurtenances
thereunto belonging to the party of the second part, said pals' successors and assigns forever.
The party of the first part is executing and deliv-eerlpg this deed and the parry of the
second part is executing this deed to evidence its acceptance of`Ct41 'property described above.
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Book 1266 Page 704

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EXHIBIT A
II that certain tract or parcel of land lying and being situate in Poplar Grove Township,
urrituck County, North Carolina, and being more particularly described as follows:
I?gianing at a set iron rod located at the intersection of the eastern right of way line of Ocean
Tra� NC 12 (a 100' wide right of way) and the southern right of way line of Herring Street (a
35' wyrk right of way), as depicted on the map recorded in Plat Cabinet M, at Pages 116-118, in
the of Ice f the Register of Deeds of Currituck County; thence from the point and place of
beginnir♦g�, unning along and with the southern right of way line of Herring Street the following
courses ar d0distances: (i) North 46°46'55" East 33.79' to a set iron rod; (ii) thence North
89°1811" 22.60' to a set iron rod; (iii) thence along and with a curve to the left having an
are length o .14% radius of 130.00', a chord bearing and distance of North 66034'28" East .
100.46' and a angle of 45°27'27" to a set iron rod; (iv) thence North 43°50'44" East 99.45'
to a set iron rod; thence along and with a curve to the right having an are length of 54.80', a
radius of 97.50', a r%rd bearing and distance of North 59°56'48" East 54.08' and a delta angle of
32°12'08" to a set iron rod; and (vi) thence North 76002'52" East 364.89' to a set iron rod located
in the eastern line of Lot 3 of Corolla Bay as such lot is depicted on Plat Cabinet 1, at Page 34 in
the office of the RegisterX Deeds of Currituck County; thence leaving the southern right of way
line of Herring Street an nning along and with the eastern line of said Lot 3 South 13°57'08"
East 513.77' to an existing ' n rod; thence leaving the eastern line of said Lot 3 South 76°49'27"
West 230.30' to an existing rod; thence South 27°23'56" West 180.29' to an existing iron
rod; thence South 41 °53'S9" 240.15' to an existing iron rod located in the eastern right of
way line of Ocean Trail - NC I - hence along and with the eastern right of way line of Ocean
Trail - NC 12 along a curve to thoght having an arc length of 727.01', a radius of 850.00', a
chord bearing and distance of Nort4-112023'15" West 705.06', and a delta angle of 49000'21" to a
set iron rod, to the point and place oo inning.
INCLUDING WITHOUT LIMITATI those certain rights -of -way depicted as "Bonaire
Drive" and "Cane Garden Bay Circle", c on elements, recreational amenity area, limited
common element Courtyards, and open spa as shown on the maps recorded in Plat Cabinet L,
at Pages 173-175, Plat Cabinet L, at Pages 1 a3179, Plat Cabinet M, at Pages 27-29, Plat Cabinet
M, at Pages 72-74, Plat Cabinet M, at Pages 1)9,118, and Plat Cabinet M, at Pages 160 - 163 in
the office of the Register of Deeds of Currituck (Aunty.
1�LESS AND EXCEPT any and all lots, including �i rout limitation, Lots I through 57,
inclusive, as depicted on the maps recorded in Plat Cabinet L, at Pages 173-175, Plat Cabinet L,
at Pages 177-179, Plat Cabinet M, at Pages 27-29, Plat Cabinet M, at Pages 72-74, Plat Cabinet
M, at Pages 116-1 18, and Plat Cabinet M, at Pages 160 -6 in the office of the Register of
Deeds of Currituck County.
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21440438_I.DOCX
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Book 1266 Page 705

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IN TESTIMONY WHEREOF, the parry of the first part and the party of the
�0cond part have caused this instrument to be executed under seal in such form as to be binding,
thA the day and year first above written.
COROLLA OCEANSIDE, LLC (SEAL)
O
(1lBy: COROLLA BAY SPE 1, LLC, a North Carolina
Y limited liability comps y, its sole membe
By: (SEAL)
l ' Raju V palapati, Manager
STATE OF NOR�H CAROLINA
COUNTY OF 4P
I certify that the following W. personally appeared before me this day, acknowledging to me
that he/she signed the foregoi"cument for the purpose(s) stated therein, in the capacity
indicated therein: Raiu V. UaoalAoau.
Date: -1 I� O` �I J ' l U
ojNotory Puhlic
d jjP� Ui (N. G,�eeti�
otary's printed or typed name
hly ommission expires: 3
NOTARY
•a•
PUBDC
Notary seal or stamp must appear within this box.
214 0438_I.DOCX
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Book 1266 Page 706

C
THE VILLAS AT COROLLA BAY HOMEOWNER'S
ASSOCIATION, INC. (SEAL)
Q By:
Name:'i2A-"1A V- U Aur Pw+'-7
Its: p :-c t 0 4;,o -
STATE OF NO CAROLINA
COUNTY OF
I certify that the following person personally appeared before me this day, acknowledging to me
that he/she signed the fo Ping document for the purpose(s) stated therein, in the capacity
indicated therein: R V. U PPA-e."Pr
Date: la aU�
Sig eofNotary Public
Notary's printed or typed name
My commission expires: 3)
(Official Seal)
N I t G���
NOTARY • m =
PUBLIC
COUNSr N���
,car within this box.
ND: 4846-0174-1075, V. 1
2t�0438_i.DOCx
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Book 1266 Page 707

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'I ay<GIIMWT C'ertificaooa That No Delinquent Taxes
Arei(lDe. Date f-11 14 By 05:CerbSeation,
expireavltbi. 6a of the year following certification date.
TRANS RTAXAMOHNT 11/.)na AV
111111111 n n 1111111/11 N
Coo No 323733
Recorded: OW 172016 11:12:35 AM
Fee Amt. 526.00 Page 1 of 3
C mW& Counn, North Carolina
Dense A Hall, Register of Deeds
w-1376r. IPG739 = 741.131]
LA TRANSFER NUMBER:
1% D TRANSFER FEE: $0.00
EXCI TAX: $0.00
PARCEk,)fO. 0115-0000-0040-000 (Portion of)
Prepared by and return to:
E. Crouse Gray, Jr.
Gray & Lloyd, L. P.
3120 N. Croatan*., Ste. 101
Kill Devil Hills, 7948
File No. 11323-073
NORTH CAROLINA
CURRITUCK COUNTY (;}
V'
ASEMENT AGREEMENT
This Easement Agree\hereinr
nd entered into this the `f day of
�it�`q,2016 byand bettern North Carolina Properties Oceanside
Villas,JJLLC, a North Caroliability company, of 6001 Harbour View
Boulevard, Suffolk, VA 23435,ferred to as "Grantors" and The Villas at
CorollaBay liomeowners'Ass, a North Carolina nonprofit corporation,
of 821 Ocean Trail, Suite 4, Cor7, hereinafter referred to as "Grantees".
WITNESSETH:
WHEREAS, the Grantors, in consideration f the sum of zero ($0.00), to them in
hand paid, the receipt of which is hereby acknowled&,i, has and by these presents does grant,
bargain, sell and convey unto Grantees a nonexclusiv sement for storm water collection,
including the right of ingress, egress, and access to Itain the storm water collection
system over and upon that certain lot or parcel of land sit at 1n Corolla, Currituck County,
North Carolina. Said casement being more particularly deKcr�'bed as follows:
EY tl E-ED
E
AUG 3 1 2016
AR.
Book 1375 Page 739

G
Beginning at a point, said point being located in and on the Eastern edge
of the 100 ft. right-of-way of Ocean Trail (NC 12), said beginning point
being located South 02°06'55" West 241.76 feet from an existing iron
(� rod, said existing iron rod being located on the Eastern edge of the afore-
referenced right-of-way, as the same is intersected by the South property'
Q� line of Lot 4, as shown on map or plat recorded in Plat Cabinet 1, Slide
V' 35, Currituck County Public Registry; said beginning point further
being located North 66°26'S5"East 110.99 feet from an existing iron rod
Oor other monument, said existing iron rod or other monument being
0 located in and on the Southeast corner of that lot or parcel of land now
1. or formerly owned by Currituck County; from said being point so
efined, turning and running South 87'53'05" East 15.00 feet to a point;
%ence turning and running along a curve to the left, said curve having
�dius of 10.00 feet for an are length of 16.20 feet, being a chord of
MeN feet on a chord bearing of South 44°17'27" East to a point; thence
turning and running North 89°18'11" East 62.40 feet to a point; thence
turning and running along a curve to the left, said curve having a radius
of 35.00 fe t for an arc length of 27.77 feet being a chord of 27.05 feet on
I chord ing of North 66°34'28" East to a point; thence turning and
running h 43°50'44" East 80.58 feet to a point; thence turning and
running alo curve to the right, said curve having a radius of 147.50
feet for an arc. gngth of 82.90 feet being a chord of 81.81 feet on an
chord bearing f orth 59°56'48" East to a point; thence turning and
running North 5'46" East 41.61 feet to a point; thence turning and
running North 02 Q6155"East 247.54 feet to a point thence turning and
running South 87° v0" East 45.94 feet to a point; thence turning and
running along a curv�A the right, said curve having a radius of 15.00
feet for an arc length of 19.�5 feet, being a chord of 18.04 feet on a chord
bearing of South 50o54'2VEast to a point; thence turning and running
South 13'57'O8" East 224.0 feet to a point; thence turning and running
along a curve to the right, s i urve having a radius of 25.00 feet for an
are length of 39.27 feet being ord of 35.36 feet on a chord bearing of
South 31°02'52" West to a p thence turning and running South
76°02'52" West 132.68 feet to a p t thence turning and running along
a curve to the left, said curve ha a radius of 132.50 feet for an arc
length of 74.47 feet being a chord 173.49 feet on a chord bearing of
South 59°56'48" West to a point; thence turning and running South
43°50'44" West 80.58 feet to a point; thence turning and running along
a curve to the right, said curve having a&ius of 50.00 feet for an arc
length of 39.67 feet being a chord of 38.6Veet on a chord bearing of
South 66°34'28" West to a point; thence Quing and running South
89°18'11" West 62.38 feet to a point; thence ry ing and running along
a curve to the right, said curve having a radiuYl? 25.00 feet for an arc
length of 40.52 feet, being a chord of 36.23 feet,�n a chord bearing of
North 44°15'51"West to a point, being the point atQ Jaceof beginning.
Book 1375 Page 740

Reference is hereby made to that map or plat entitled in part "Monteray
Shores P.U.D., Phase III, Section III - Corolla Bay, Poplar Branch
Township, Currituck County, North Carolina, Sheets 1, 2 and 3" by
Coastal Engineering & Surveying, Inc. for a more complete and concise
description of the lands being herein described.
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�`C It is expressly understood and agreed the afore -referenced nonexclusive easement is
�t beanappurtenance to The Villas at Corolla Bay which is South of Herring Street as shown
ap or plat recorded in Plat Cabinet M, Slide 160 through 163, Currituck County Public
fbY
Y✓�'O HAVE AND TO HOLD the aforesaid easement and all privileges and
appuril5onces thereto belonging to the Grantees.
WESS WHEREOF, the Grantors have set their hands and seals the dayand year
first above written.
Northeastern North Carolina Properties
Oceanside Villas, LLC 1
✓O By: �C�� (SEAL)
�• Printed Name
gale
STATE OF I Vr Y
CITY/COUNTY \ `/ r�7
1, \3 N
tary Public, hereby certify that th eiT
persme before me this day and acknowledged the
execution of the foregoing instrumehis/her capacity as a manager in, and in the
name and for and on behalf of, NortNorth Carolina Properties Oceanside
Villas, LLC, a limited liability comkftized under the laws of the State of North
Carolina.
Witness my hand and official seal this the day of
2016. ssg Bonn CIA
oQQPJ. CD '
TA y
pe My
R �1� otary Pu t
(s�.0 AMP) g MyCommi 'inn .xpires:
op 750935Y ? J Registration II(yrOber: %� g,� 1 �J
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N.\W0Rn\C1icntss\T\T0WNEBANK Na Bank afCu rimckV 1323-073 `/ills ei Corolla Bay (4p .21.16PEa cmcniAgrccmeni.vpd
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Book 1375 Page 741

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NODE R
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
August 27, 2014
Northeastern North Carolina Properties, Oceanside Villas, LLC
Mr. Herbert Hamlet, Manager
6001 Harbour View Boulevard
Suffolk, VA 23435
Subject: Permit No. SW7080111 — Ownership Change
Villas at Corolla Bay
High Density Stormwater Project
Currituck County
Dear Mr. Hamlet:
The Washington Regional Office received a completed Stormwater Management Permit
Ownership Change request for the subject project on July 23, 2014. Staff review of the plans
and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No.
SW7080111 Ownership Change dated August 27, 2014 for the construction of the project,
Villas at Corolla Bay.
This permit shall be effective from the date of issuance until December 31, 2021, shall void
permit SW7080111 dated February 12, 2008 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. The issuance of this permit does not resolve any previous non-
compliance issues.
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 150E of the North Carolina General Statutes, and filed with the Office
of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. 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 me at [phone].
Division of Energy, Mineral, and Land Resources . Land Quality Section
Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889 • Phone: [phone] FAX: [phone]
Internet http7//portal ncdenr o[glweb/ir/land-quality
An Equal Opportunity \ Affirmative Action Employer— 50% Recycled \ 10% Post Consumer Paper

Sincerely, _
Samir Dumpor, PE
Environmental Engineer
PHM/sd: G:\LR\SWP\SD\Permits — Wet Pond\SW7080111 Ownership Change
cc: Mitch Halloran, PE, Coastal Engineering & Surveying, Inc.
Currituck County Plannin Division
Washington Regional Office

I
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY 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
Northeastern North Carolina Properties, Oceanside Villas, LLC
Villas at Corolla Bay
Currituck County
FOR THE
construction, operation and maintenance of stormwater management systems in compliance with
the provisions of 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 Energy, Mineral, and Land Resources
(Division) and considered a part of this permit for a wet detention pond to serve the Villas at
Corolla Bay development located at the intersection of Ocean Trail (NC 12) and Herring Street in
Corolla, NC.
This permit shall be effective from the date of issuance until December 31, 2021 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 on page 3 of this permit, the Project Data Sheet.
3. A maximum of 294,120 square feet (6.75 acres) of built upon area is allowed on this 10.07
acres site. The maximum of 1,450 sf of impervious area is allowable for lots 1 — 57.
4. 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 approved plans.

t
5. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
DIVISION OF WATER QUALITY
WET PONDS - PROJECT DATA
Project Name: Villas at Corolla Bay
Permit Number: SW7080111
Location: Currituck County
Receiving Stream: Currituck Sound
Classification of Water Body: SC
Total Site Area: 10.07 ac
WET POND
Drainage area: 10.07 ac
Total Impervious allowed on site: 294,120 sf
Wet Pond Depth: 8.5 ft.
Required Storage Volume: 23,870 cf
Provided Storage Volume: 23,891 cf
Required Surface Area: 9,741 sf
Provided Surface Area: 20,715
Controlling Orifice: 2.5" @ el. 10.05 ft
6. No homeowner/lot owner/developer shall be allowed to fill in, alter, or pipe any vegetative
practices (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.
7. The following items will require a modification to the permit:
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 of the project area.

t
In addition, the Director may determine that other revisions to the project should require a
modification to the permit.
8. 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.
II. SCHEDULE OF COMPLIANCE
1. The permittee will comply with the following schedule for construction and maintenance of
the stormwater management system.
a. 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
surfaces except roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
2. The facilities must be properly maintained and operated at all times. The approved
Operation and Maintenance Plan must be followed in its entirety and maintenance must
occur at the scheduled intervals.
3. The permittee shall at all times provide the operation and maintenance necessary to
assure the permitted stormwater system functions at optimum efficiency including, but not
limited to:
a. Semiannual scheduled inspections (every 6 months)
b. Sediment removal
C. Mowing and revegetation of side slopes
d. Immediate repair of eroded areas
e: Maintenance of side slopes in accordance with approved plans and specifications
f. Debris removal and unclogging of outlet structure, orifice device and catch basins
and piping.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DEMLR. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
5. This permit shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit; the approved plans and specifications, and other supporting
data.
6. Upon completion of construction 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. Mail the
Certification to the Washington Regional Office, 943 Washington Square Mall,
Washington, North Carolina, 27889, attention Division of Energy, Mineral, and Land
Resources.
A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of five years from the date of the completion of construction.
Recorded deed restrictions must include, at a minimum, the following statements
related to stormwater management:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW7080111, as issued by the Division
of Energy, Mineral, and Land Resources 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 Energy,
Mineral, and Land Resources.
e. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division of Energy, Mineral, and Land Resources.
f. The maximum built -upon area per lot is 1,450 square feet.
These allotted amounts include 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, driveways, and
parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
g. All runoff from the built -upon area on the lot must be directed into the permitted
stormwater control 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 provide these additional
measures.
The permittee must submit a copy of the recorded deed restrictions within 30
days of the date of recording.
III. GENERAL CONDITIONS
This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must be
submitted to the Division, accompanied by an application fee, documentation from the
parties involved, and other supporting materials as may be appropriate. The approval of
this request will be considered on its merits and may or may not be approved.
Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the Division in accordance with North Carolina General
Statute 143-215.6(a) to 143-215.6(c).

3. 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) which have jurisdiction.
4. 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.
The permit may be modified, revoked and reissued or terminated for cause. The filing of a
request for a permit modification, revocation and reissuance or termination does not stay
any permit condition.
6. The Permittee, at least six (6) months prior to the expiration of this permit, shall submit in
writing a request for an extension along with appropriate application fee.
Permit issued this the 27th day of August, 2014.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
�\
for
Tracy E!Davis, PE, CPM
Division of Energy, Mineral, and Land Resources
By Authority of the Environmental Management Commission
Permit Number SVV7080111 Ownership Change

Northeastern North Carolina Properties, Oceanside Villas, LLC — Villas at Corolla Bay
Stormwater Permit No. SW7080111 Ownership Change
Designer's Certification
as a duly
Registered Professional Engineer in the State of North Carolina, having been authorized to
observe (period icaIly/weekly/full time) the construction of the 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.
SEAL
Signature
Registration Number
Date

:A
Certification Requirements:
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, and a
forebay.
15. The required system dimensions are provided per the approved plans.
Cc: NCDENR — DEMLR Washington Regional Office
Currituck County Planning Division

CA201312900580
SOSID: 0738359
Date Filed: 5/9/2013 11:53:00 AM
Elaine F. Marshall
LIMITED LIABILITY COMPANY ANNUAL REP North Carolina Secretary or state
+�fl
CA2013 129 00580
NAME OF LIMITED LIABILITY COMPANY: Corolla
SECRETARY OF STATE ID NUMBER: 0738359
REPORT FOR THE YEAR: 2013
SECTION A:
1. NAME OF REGISTERED AGENT:
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
821 Ocean Trail, Ste 4
Corolla, NC 27927 Currituck
SECTION B: PRINCIPAL OFFICE INFORMATION
LLC
STATE OF FORMATION: INC
Ring Oti Use ONy
® Changes
TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
821 Ocean Trail, Ste 4
Corolla, NC 27927 RECEIVED
JUL 232014
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate Development ,�P ,/p`{p`p�, gy°�
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: ®N N Q— � $ e "' a0
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY S. PRINCIPAL OFFICE MAILING ADDRESS
821 Ocean Trail, Ste 4 821 Ocean Trail, Ste 4
Corolla, NC 27927 Currituck
SECTION C:
Corolla, NC 27927
(Enter additional Managers/Members/Organizers in Section E.)
NAME: Raju Uppalapati NAME:
TITLE: Manager
ADDRESS:
821 Ocean Trail Suite 4
Corolla, NC 27927
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
ANC 5/713
SIG ATURE DATE
Farm must be signed by a ManagedMember listed under Section C of this form.
Re,;, u(JQ�i�li/�4 makicz
Ili P4n(46r#ype Name J ManagedMember 3 TITLE
FILINGSUBMIT THIS ANNUAL REPORT WITH THE REQUIRED III�IIIIIII IIII (IIII IIII IIII)
MAIL T0: Sevetary o/ State, Corporations Division, Post Office earl 29525, Raleigh, NC 2762fiA525
A

RECEIVED
Coastal Engineering & Surveying, Inc.
4425 N Croatan Hwy
Kitty Hawk, North Carolina 27949
Phone [phone]
Fax [phone]
To:
NCDENR
Land Quality — Washington Region
943 Washington Square Mall
Washington, NC 27889
We are sending you the following:
❑ Shop Drawings ❑ Prints
® Letter ❑ Specs
❑ Change Order ❑ Plans
JUL 2 3 2014
®I►vmod—BAN/" RO
LETTER OF TRANSMITTAL
Date: 7/15/14 1 Project No: P432
Attention: Samir Dum or, PE
Re: Permit ownership change
Via: Mail
❑ Samples
❑ Payment Application
® Other
Copies
Date
No.
Description
2
7/15/14
Ownership Change Form SW7080111
Permittee authority documentation
t
7/15/14
Ownership Change Form SW7050220MOD
1
7/15/14
Permittee authority documentation
2
7/15/14
Copy of property deeds
These items are transmitted as checked below:
❑ For Approval ❑ Reviewed
❑ For Your Use ❑ Reviewed as Noted
❑ As Requested ❑ Revise & Resubmit
® For Review and Comment ❑ Returned No Action
❑ Prints Returned After Loan To Us
Remarks: Please let me know if you need anything else, thanks.
Signed: MITCH HALLORAN

Tax Collector Certification that
'No Del
Are en Taxes ue
Date �Y
Celiificahon exprres Jan. 6tb of the
you following certification date.
18.:iNSr'ER TAX AN101UNT / 0 6q
L`r1'!' ~,/COLLEC'I'0?t Q • 1`l �,nl?,
Excise Tax; 9 6$ , 71 00
RECEIVED
JUL 2 3 2014
D V R ARO
III 1111111111111111111111111111111
Doc No: 304128
Reoorded: 09/17/2013 at 03:01:52 PM
Fee Amt: $s,'97, 00 Page 1 of 9
Exciae Tax: $9,a71.00
Currituck County North Carolina
Denise A. Hall Reg of Deeds
Bk1266Pg 713-721
NORTH CAROLINA GENERAL WARRANTY DEED
Parcel Identifier No.: SEE EXHIBIT C ATTACHED HERETO FOR PARCEL NUMBERS
By:
Prepared by and Return to: Williams Mullen (RRR), P O Box 1000 Rnleieh NG 27602
Brief description for the Index:
THIS DEED made this 5 ^ day of September, 2013, by and between
GRANTOR
Corolla Oceanside, LLC, a North Carolina limited
liability company
821 Ocean Trail, Suite 4
Corolla, NC 27927
GRANTEE
Northeastern North Carolina Properties Oceanside
Villas, LLC, a North Carolina limited liability
company
6001 Harbour View Boulevard
Suffolk, VA 23435
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 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 situated in Currituck County; North Carolina and more particularly described on
EXHIBIT A, attached hereto and incorporated heroin by reference.
20780839 I .DOC
Parcel 3, Currituck County

The property herein conveyed does not include the primary residence of the Grantor,
TO HAVE AND TO HOLD the aforesaid lots or parcels 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 exceptions listed on
EXHIBIT B; attached.hercto and incorporated herein by this reference.
This Deed is an absoluto-conveyance, the Grantor having sold the property conveyed hereby to the Grantee for a fair
and adequate consideration; such consideration; in addition to that above recited, being the full satisfaction of certain
promissory notes secured by that certain Deed of Trust executed by Grantor recorded in Book ,820, Page 785,
Currimck County Registry, as amended, extended,. or restated by subsequent recorded instruments (collectively, the
"Deed of Trust"),. subject to the terms of that certain Master Settlement Agreement dated the'50 day of September,
2013 between Grantor, TowneBank and certain other parties regarding the aforementioned obligations '(tile
"Settlement Agreement"). Nothing contained herein is intended to be or shall be.construed as TowneBank's waiver
or release of Corolla Bay, LLC or any of Corolla Bay, LLC's collateral securing the promissory note(s) or other
ooligations of Corolla Bay, LLC to TowneBank. Grantor declares that this conveyance is freely and fairly made,
that there are no agreements, oral. or written, or other than this deed and the Settlement Agreement with respect to
the property conveyed herein. Grantor's "Gstoppcl Affidavit" is attached hereto as EXH[B[T D and incorporated
herein by this reference.
[Signature page follows]
20780839_I .DOC
Parcel 3, Currilock County

written.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above
COROLLA OCEANSIDE, LLC,
a North Carolina limited liability company
By: Corolla Bay SPE 1, LI.C, its sole member,
a North C tin limited liability company
By:
Name: Raj' V. ppal
Title: Mane
County, I, C I J Cali n cl
I certify that the following person personally appeared before me this day and acknowledged to me that he
signed the foregoing document in the capacity indicated:
RAJUgV.U�PtP LA?l'A9'[.
Date: 1 �J'd17 .
���ktItlllllllyyA&J-Jrje Notary Public
(Notary's printedor typed name)'
(At5k'1-)jff'16al Seal) •tt'F� l �- �) -I
My commission expires:
_ NOTARY rn
PUBLIC
20780839_LDOC
Parcel 3, Currituck County

EXHIBIT A
to Deed
Legal Description
All that certain parcel of land designated as Lot 3 as more particularly described on the map or
plat captioned "Corolla Bay, Corolla Ocean Side, L.L.C. , Poplar Branch Twnsp., Currituck
County, North Carolina, 12.85 Acre Parcel of Land", prepared by Coastal Engineering &
Surveying, Inc., dated, August 2, 2004, and duly recorded in Plat Cabinet I, Slide 34, Public
Registry of Currituck County, North Carolina, same formerly being a portion of Phase II, Corolla
Shores, Monteray Shores, P.U.D., Phase ill., The real property conveyed by this deed includes
the portion of said trot 3 now located north of the right of way of Herring Street and unsold Lots
12, 18,.19, 20, 21, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32; 33, 34, 35, 36„37, 44„ 45, 48, 49, 50,
51`, 53, 54,, 55, 56 and 57 of the Villas at Corolla Bay, and. any other. portions of said Lot 3 not
preciously conveyed of record by Grantor.
AND TOGETHER WITH an access and utility easement to those private roads conveyed by
Grantor to The Villas at Corolla Bay Homeowners Association, Inc. by Deed recorded in Book
IZCC _, Page I OLS_, Currituck County Registry, and such other rights, easements; and privileges
as inure to the benefit of the above -described parcels under the Declaration recorded in Book
1169, Page 726, Corrective Affidavit recorded in Book 1170, Page 186, and Supplemental
Declaration recorded'O Book 1259, Page 221, all Currituck County Registry.
AND TOGETHER WITH all other rights, easements and privileges appurtenant thereto.
LESS AND EXCEPT the following six properties and rights appurtenant thereto
Property 1:
Being all of Lot 1 as more particularly described on the map or plat entitled "Monteray Shores,
P.U.D., Phase 1II; Corolla Bay - Section III, Poplar Branch Twsp, Currituck County, North
Carolina, Final Plat - Lot #1 - Villas at Corolla Bay" prepared. by Coastal Engineering &
Surveying, Inc. dated January 14, 2011 and recorded in Plat Cabinet L, Slides 173-175, Public
Registry of Currituck County, North Carolina.
Property 2:
Lots 2,. 3, 4, 5, 6, 38, 39, 40, 41 and 42 as more particularly described on the map or plat
.entitled "Monteray Shores, P.U.Q., Phase III, Corolla Bay - Section III, Poplar Branch Twsp,
Currituck County, North Carolina, Final Plat - Lot's 2-6 & 38-42 - Villas at Corolla Bay" prepared
by Coastal Engineering.& Surveying, Inc. dated February 24, 2011 and recorded in Plat Cabinet
L, $lides;.177-17% Public Registry of Currituck County, North Carolina.
Pro a :'3:
Being "all of Lots 7, 8, 9 and 43 as more particularly described on the map or plat entitled
"Monteray Shores, P.U.D., Phase III, Corolla Bay - Section III, Poplar Branch Twsp, Currituck
County, North Carolina, Final Plat - Lot's 7-9 & 43 - Villas at Corolla Bay" prepared by Coastal
0
20780839_1,DOC
Parcel 3, Currituck County

EXHIBIT D
ESTOPPEL AFFIDAVIT
STATE OF NORTH CAROLINA
COUNTY OF CURRITUCK
COROLLA OCEANSIDE, LLC, as grantor in that certain deed to NORTHEASTERN NORTH
CAROLINA PROPERTIES OCEANSIDE VILLAS, LLC dated.September 5, 2013 and conveying the properties
described on Exhibit A to this North Carolina General Warranty Deed.
That the aforesaid deed is intended to be and is an absolute conveyance of the title to said land to the grantee, and
was not and is not nowintended as a mortgage, trust conveyance or security of anykind; that it wasthe intention of
the grantor to convey to grantee all its right, title and interest absolutely in and to said premises; that possession of
said premises has been surrendered to the grantee;
That in the execution and delivery of said deed said grantor was not acting under any misapprehension as to the
effect thereof, and acted freely and voluntarily, and was not acting under coercion or duress; that the consideration
for said deed was and is cancellation of certain debts, obligations, costs; and charges secured by the Deed of Trust
heretofore existing. on the property,. executed by grantor, and the reconveyunee of said property under said deed of
trust; thatatthe time of the making of said deed said grantor believed and nowbelieves that the aforesaid
consideiatiomthereforo represents the fair value of the property so deeded;
This affidavit and estoppel certificate is made for the protection and benefit of the grantee in said deed, its
successors and assigns, and all other parties hereafter dealing with or who may acquire an interest in the land herein
described, and specifically any title insurer which may insure the title to said land;
That the atiiant, and each of them, will testify, declare, deposes, or certify before any competent tribunal, officer or
person in any case now pending or hereafter brought as to the facts hereinabove set out,
AFFIANT:
COROLLA OCEANSIDE, LLC,
a North Carolina limited liability company
By: Corolla Bay SPE I, LLC, its sole member,
a North Car ' li 'tad liability company
By: _
Name: Raju V. Up I
Title: Manager
Sworn to and subscn em ef
2—org me
this f "4day of, tie r' , 2013.
_(Notary Public)
(Printcd Name of Notary Public)
tluturi� G3 a0(
My �qm��i� E' f �/
NOTARY • m
PUBLIC
2Ct?�i 32...1.DOC
PaItr ' uck Ccu
/��FrIod 11
-

Engineering & Surveying, Inc. dated July 12, 2011 and recorded in Plat Cabinet M, Slides 27-
29, Public Registry of Currituck County, North Carolina.
Property 4:
Being all of Lots 10, 11. 13. 14, 15, 16, 17, 22, 46 and 47 as more particularly described on the
map or plat entitled "Monterey Shores, P.U.D., Phase. ill, Corolla Bay — Section III, Poplar
Branch Twsp, Currituck County, North Carolina, Final Plat, Lot's 10-22 & 44-47 - Villas at
Corolla Bay" prepared by Coastal Engineering & Surveying, Inc. dated February 15, 2012 and
recorded in Plat Cabinet M, Slides 72-74, Public Registry of Currituck County, North Carolina.
Property 5:
Being Lot #52 more particularly described on the map or plat captioned Wonteray Shores
P.U.D., Phase III, Corolla Bay — Section III, Poplar Branch Twsp., Currituck County, North
Carolina, Final Plat, Lots 23-27 & 48-54 — Villas at Corolla Bay" prepared by Coastal
Engineering & Surveying, Inc. dated September 12, 2012 and duly recorded in Plat Cabinet M,
Slides 116-118, Public Registry of Currituck County, North Carolina.
Property 6:
Beginning at a set iron rod located at the Intersection of the eastern right of way line of Ocean
Trail - NC 12 (a 100' wide right of way) and the southern right of way line of Herring Street (a 35'
wide right of way), as depicted.on the map recorded in Plat Cabinet M, at Pages 116-118, in the
office ofthe Register of Deeds.of Currituck County; thence from the point and place of
beginning running along and with the southern rightof way line of Herring Street the following
courses and distances: (i) North 46046'55" East 33,79' to a set iron rod; (ii) thence North
89018'11" East 22.60' to a set Iron rod; (III) thence along andwith a curve to the left having an
arc length of 103.14% radius of 130.00', a chord bearing and distance of North°6.6"34'28 East
100.46' and a delta angle of 45927'27" to a set iron rod; (iv) thence North 43'50'44" East"99.45'
to a set iron rod; (v) thence along and with a curve to the right having an arc length of 54.80', a
radius.of 97.50', a chord bearing and distance of North 59056'48" East 54,08' and a delta angle
of 32012'08" to a set iron rod; and (vi) thence North 76°02'52" East 364.89' to a set Iron rod
located in the eastern line of Lot 3 of Corolla Bay as such lot is depicted on Plat Cabinet 1, at
Page 34 in the office of the Register of Deeds of Currituck County; thence leaving the.southern
right of way line of Herring Street and running along and with the eastern line of said Lot 3
South 13°57'08" East 513.77' to an existing iron rod; thence leaving the eastern line of said Lot
3 South 76049'27" West 230.30' to an existing iron rod; thence South 27023'56" West 180.29' to
an.existing iron rod; thence South 41 °53'59" West 240.1610 an existing iron -rod located. in the
eastern right of way line of Ocean Trail - INC 12; thence along and with the eastern right of way
line of Ocean Trail - NC 12 along a curve to the right having an arc length of 727.01% a radius of
850.00', a chord bearing and distance of North 22023'16" West 705.06', and a delta angle of
49°00'21" to a set iron rod, to the point and place of beginning.
INCLUDING WITHOUT LIMITATION, those certain rights -of -way depicted as "Bonaire Drive"
and "Cane Garden Bay Circle", common elements, recreational amenity area, limited common
element Courtyards, and open spaces, as shown on the maps recorded In Plat Cabinet L, at
Pages 173-175. Plat Cabinet L, at Pages 177-179, Plat Cabinet M; at Pages 27-29, Plat Cabinet
M. at Pages 72-74, Plat Cabinet M, at Pages 11&118, and Plat Cabinet M, at Pages 160 -163
in the office of the Register of Deeds of Currituck County.
20780839_I.DOC
Parcel 3, Currituck County

LESS AND EXCEPT from such "Property 6" any and all lots, Including without limitation, Lots 1
through 57, Inclusive, as depicted on the maps recorded in Plat Cabinet L, at Pages 173-175,
Piat CabinetL, at Pages 117-179i Plat Cabinet M, at Pages 27-29, Plat Cabinet M, at; Pages 72-
74, Plat Cabinet M, at Pages 116-118, and Plat Cabinet M, at Pages 160 - 163 in the office of
the Registerof Deeds of Currituck County: Some, but not.ali, of these lots are included within.
the description of theproperty Grantor is by this Deed conveying to Grantee (See first
paragraph of'thisiExhibit A to Deed).
20780839_I .DOC
Parcel 3, Cuff ituck County

EXHIBIT B
to Deed
Tide Exceptions
I. Taxes for the year 2013, and subsequent years, not yet due and payable.
2. Deed of Trust to Trustee(s) for TowneBank recorded in Book 820, Page 785, Currituck County
Registry. Modification Agreements recorded in Book 991, Page 365, 1111, Page 627, recorded in
Book 1162, Page 69; and corrected Deed of Trust Modification recorded in Book 1164, page 100,
Currituck County Registry.
3. UCC Financing Statement(s) in favor of TowneBank recorded in Book 1162, Page 81, Currituck
County Registry.
4. UCC Financing Statement(s) recorded in Book 1162, Page 84, Currituck County Registry, and
File No(s). 20110020915E and UCC File No. 201142507, Office of the North Carolina Secretary
of State in favor of TowneBank.
5. With respect to that portion of the conveyed property located south of the right of way of Herring
Street, the restrictive covenants recorded in Book 1169, Page 726, corrective affidavit in Book
1170, Page 186, and Supplemental Declaration with respect thereto recorded in Book 1259, Page
221, and Assignment of Declarant Rights recorded in Bookl?§#_, Page hp8 , and the restrictive
covenants recorded in Book 1010, Page 689, Currituck County Registry.
6. Building restriction lines, public and private streets, utilities, common elements, open spaces,
improvements, easements and any other facts shown on plat(s) recorded in Book of Maps>/ Plat
Cabinet I, Page(s) / Slides 32-35; Plat Cabinet J,.Slides•128-134'and Slides 19s=200; Plat Cabinet
L, Slides 173-175, Slides 177.179; and Plat CabinetM, Slides 27-29, Slides 72-74yand Slides 116-
118, and Plat Cabinet M, Slides 160-163, Currituck County Registry.
7. Right(s)-of-way to Virginia Electric and Power Company recorded in Book 1121, Page 2; Book
1135, Page 36; and Book 1184, Page 406, Currinick County Registry,
8. Easement(s) to Virginia Electric and Power Company recorded in Book 261, Page 753, Currituck
County Registry.
9. Easement(s) to Norfolk and Carolina Telephone and Telegraph Company recorded in Book 242,
Page 647, Currituck County Registry.
20780839_I .DOC
Parcel 3, Currituck County

EXHIBIT C
Parcels: Pro e
115F00000270000
Lot 27
Villas at Corolla
Bay
115F00000440000
Lot 44
Villas at Corolla
Bay
115F00000190000
Lot 19
Villas at Corolla
Bay
115F00000240000
Lot 24
Villas at Corolla
Bay
115F00000120000
Lot 12
Villas at Corolla
Bay
115F00000450000
Lot 45
Villas at Corolla
Bay
115F00000180000
Lot 18
Villas at Corolla
Bay
115F00000210000
Lot 21
Villas at Corolla
Bay
115F00000260000
Lot 26
Villas at Corolla
Bay
115F00000500000
Lot 50
Villas at Corolla
Bay
115F00000480000
Lot 48
Villas at Corolla
Bay
115F00000540000
Lot 54
Villas at Corolla
Bay
115F00000250000
Lot 25
Villas at Corolla
Bay
116F00000510000
Lot 51
Villas at Corolla
Bay
115F00000200000
Lot 20
Villas at Corolla
Bay
116F00000490000
Lot 49
Villas at Corolla
Bay
115F00000530000
Lot 53
Villas at Corolla
Bay
115F00000230000
Lot 23
Villas at Corolla
Bay
011500000040000
Corolla Bay Sec III remaining Lot 3 (3.010 acres)
115F00000280000
Lot 28
Villas at Corolla
Bay
115F00000290000
Lot 29
Villas at Corolla
Bay
115F00000300000
Lot 30
Villas at Corolla
Bay
115F00000310000
Lot 31
Villas at Corolla
Bay
115F00000320000
Lot 32
Villas at Corolla
Bay
115F00000330000
Lot 33
Villas at Corolla
Bay
115F00000340000
Lot 34
Villas at Corolla
Bay
115F00000350000
Lot 35
Villas at Corolla
Bay
115F00000360000
Lot 36
Villas at Corolla
Bay
115F00000370000
Lot 37
Villas at Corolla
Bay
115F00000550000
Lot 55
Villas at Corolla
Bay
115F00000560000
Lot 56
Villas at Corolla
Bay
115F00000570000
Lot 57
Villas at Corolla
Bay
20780839 1.DOC
Parcel 3, Currituck County

Dumpor, Samir
From:
Mitch Halloran [[e-mail]]
Sent:
Tuesday, February 01, 2011 2:09 PM
To:
Samir Dumpor
Subject:
Villas at corolla bay
Attachments:
signed designers cert.pdf; VILLAS NCDENR SW PERMIT.pdf; 6 8 10 site inspection picts.pdf;
70810 site inspection picts.pdf, P558 PHASE I AS BLTS 50F5.pdf; P558 PHASE I AS BLTS
10F5.pdf; P558 PHASE I AS BLTS 2OF5.pdf, P558 PHASE I AS BLTS 3OF5.pdf; P558
PHASE I AS BLTS 40F5.pdf
Follow Up Flag:
Follow up
Flag Status:
Flagged
Samir,
Please find attached the storm water designer's certification for the Villas at Corolla Bay.
Also attached are the project as-builts in pdf format (sheet 4 of 5 is the storm water) and some construction pictures of the
wet pond & bulkhead system. Please advise and we'll send you what you need.
On another note, there has been correspondence about the project with David May regarding green space and how it
pertains to the storm water design.
Last week David and I spoke about the potential for green space on the site, particularly as illustrated on the Burgin
Engineering plans attached. The plans were prepared in 12/2006 and accounted for green space on the site but of most
importance the area between the outside perimeter of the town homes and the boundary, area potentially needed for the
Monteray Shores WWTP improvements.
In engineering the project in 2008, we provide a means of storm water conveyance in the aforementioned area previously
planed for green space on the Burgin plans. What's being proposed in the green area is a storm water swale for
purposes of conveying roof water to the wet basin. The majority of the time the swale will be dry as it's atop a sand dune
and infiltration rates are grater that 20 inches per hour. The builder intends to irrigate the area as he plans to have the
area soded with Bermuda grass and landscaped.
I told David the same and he stated that he need to consult with members of staff to figure out what needed to be done. I
told David that you were the storm water reviewer on this project.
Have you heard anything on this yet?
Thanks,
Project Manager
Coastal Engineering & Surveying. Inc.
11.0. Box 1 129. 934 W. Kitty Flawk Rd.
Kitty Hawk. NC 27949
[phone]
[phone](faa)

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ENGINEERING & SURVEYING, HNC.
Corolla Oceanside, LLC — Villas at Corolla Bay
Storm water Permit No. SW O80111
Designer's s Certification CARLOS F . GOMES . as a duly
Registered Professional Engineer in the State of North Carolina, having been authorized to observe
(periodically/weekly/full time)
the construction of the Protect. BMP WET POND FOR THE
_
VILLAS AT COROLLA BAY
(project)
for COROLLA OCEAN SIDE, LLC (P 'ectOwner)
hereby state that to the best of my ab ' d re a illgence was used In the observation of the project
...-Z.the ..
approved plans and specifications. f/ "N CARD
/✓ OQ FESSIp ��2
Signature ; 2.Q¢o M,fj-% ,
Registration Number / _ SEAL _
014071
Date
Certification Requirements: OS
X 1. The drainage area to the system contains approximately the permitted acreage.
X 2. The drainage area to the system contains no more than the permitted amount of built -upon area.
X 3. All the built -upon area associated with the project is graded such that the runoff drains to the
system.
X 4. All roof drains are located such that the runoff is directed into the system.
X 5. The oudet/bypass structure elevations are per the approved plan.
X 6. The outlet stricture is located per the approved plans.
X 7. Trash rack is provided oft" Di Uet/bypass-structure.
PERMANENT VEGETATION HAS BEEN PLANTED BY COASTAL PLAIN CONSERVATION
8. AII slopes are grassed with permanent vegetation. NURSERY, INC IN THE FALL OF 2010
X AS PER THE PLANS PLANTING SPECIFICATIONS. NO VISUAL SIGNS OF
_9. Vegetated slopes are no steeper than 3:1. VEGETATION DURING THE WINER SEASON.
X 10. The inlets are located per the approved plans and do not cause short-circuiting of the system.
X 11. The permitted amounts of surface area and/or volume have been provided.
X 12. Required drawdown devices are correctly sized per the approved plans.
X 13. All required design depths are provided.
X 14. All required parts of the system are provided, such as a vegetated shelf, and a forebay.
X 15. The required system dimensions are provided per the approved plans.
P.O. Bar 1129 • 934 W. Katy Hauck Rd. • Kitty Hmak NC 27949 • [phone] • Fox [phone]

— x A, I I PIZ—
TRIA A, A— «,..a LOT 2
N/F
COROLLA SOUNDSI➢E L.L.C.
P.C. T. SL. 32
prLaxnc oa.ry SECTION II
®_
VICIIdP[Y MAP
M
VILLAS AT COROLLA BAY
SECT] ON I -COROLLA BAY
A
- A TOWNHO M NE DEVELOPMENT)
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tw+ M
LOT 3
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COROLLA OCEAN SIDE L.L.C.
P.C. "I". SL. 34
ROLsA�w MORES (SUBJECT SITE)
P/O PHASE IMPROVEMENTS
x/r
CURRI LUCK
COUNTY
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COROLLA BAY
EI
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v
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s
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PRE-DEVELOPMENTAREA
STORMWATER DISCHARGE Lrt f
(1YEAR EATE 0=14.71CF5
(2 YEAR EVENT) 0=1922 CFS
(10 YEAR EVENT) 0=33.08 CFS
(100 YEAR EVENT) 0=53.66CFS
herring sheet r/w - 36.631.06 of
.al.b 9 sheet roadway & sidewalk area
sidewalk area dr parkMg-34,09&72
gross are=-ZS32.34 of
total area for patio homes - 402,141.53 of
9.232 acres
patio homes.recreat area- 16,271.13 sf
patio homes sidewalk area- 7,361.30 of
patio homes area- SZ650 of
.patio homes side yard area-. 69,382 of
patio homes roadway & sidewalk -area- 55.919.89 of
patio homes drheway area- 26.310.05 sf
bath house area- 754 of
sidewalk area In herring et- 1,372 of
total Impervious coverage - 260,020.37 of
— 5.970 acres
- 64.68%
commercial green apace/pond area- 142.121.16 of
3.253 acres
- 35.34Z
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-
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VILLAS AT COROLLA BAY DEVELO.
POINT OF ANALYSIS
POST -DEVELOPMENT AREA
STORMWATER DISCHARGE
(1 YEAR EVENT) Q = 2.28 CFS
(2 YEAR EVENT) 0 = 3.92 CFS
(10YEAREVENT) Q=6.88 CFS
_4100 YEAR EVENT) 0 = 9.16 CFS
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L

Beverly Eaves Perdue
Governor
Corolla Oceanside LLC
Eric Avery
821 Ocean Trail
Corolla, NC 27927
Dear Eric Avery:
e���r
NCDENR
North Carolina Department of Environment and
Division of Water Quality
Coleen H. Sullins
Director
March 8, 2010
am
Natural Resources
Re: Failure to Provide Deed Restrictions
StormwaterManagement Permit SW70801I I
Villas at Corolla Bay
High Density
Currituck County
Dee Freeman
This letter is to inform you of certain conditions of your stormwater permit that have not been met. In accordance with
Title 15A NCAC 2H.100, the Stormwater Management Regulations, deed restrictions and protective covenants are
required where lots will be subdivided and sold. Deed Restrictions and protective covenants are necessary to ensure that
the development maintains a "built -upon" area consistent with the applicable regulations governing the density level.
A DWQ file review confirms that copies of the recorded deed restrictions have not been provided to this Office. Failure to
record the required deed restrictions constitutes a violation of Permit Number SW70801 I I which states "Deed restrictions
are incorporated into this permit by reference and must be recorded with the Office of Register of Deeds prior to the sale
of any lot. In addition, a copy of the recorded restrictions must be received by this Office within 30 days of the date of
recording. Recorded deed restrictions must include as a minimum certain statements related to stormwater management
as outlined in both the permit and the notarized statement signed by the applicant at the time of permit request submittal.
Please provide proof of these required deed restrictions to this Office at the address listed on the letterhead within 30 days
of receipt of this letter, if you have any questions regarding this matter, please contact Amy Adams at [phone].
Sincerely,
Amy Adams
Stormwater Compliance Coordinator
Washington Regional Office
Enclosures: Notarized Deed Statement
Cc: John Hennessy, NPS-ACOU
Central Files
WaRO Files
North Carolina Division or Water Quality Internet www-.ncwnterq;jaity_org
943 Washington Square Mall Phone, 252-946-6481
Washington, NC 27889 FAX [phone] One
An Equal CpportunitylAlfrmative Action Employer — 50% Recycledll0°/ Post Consumer Paper North C aroli na
Naturally

O�o f tI`i A"rf o Michael F. Easley, Governor
Y William G. Ross Jr., Secretary
r— North Carolina Department of Environment and Natural Resources
'C Coleen H. Sullins, Director
Division of Water Quality
January 31, 2008
Corolla Oceanside, LLC
Arm.: Eric Avery
821 Ocean Trail
Corolla NC, 27927 Subject: Stormwater Review SW70801 I I
Villas at Corolla Bay
Currituck County
Dear Mr. Avery:
This office received a Coastal Stormwater permit application and plans for the subject project on January
22, 2008. A preliminary review of the project indicates that before a State Stormwater permit can be issued the
following additional information is needed.
l . Please provide Soils Boring Location Plan;
2. As proposed, the wet detention pond's surface area and provided volume is not sufficient to cover required
surface area and required volume. Please redesign the pond in such manner to provide sufficient surface are
and volume. Please use the most recent Stormwater BMP Manual for the stormwater Management
requirements. Pay particular attention to SA/DA tables for required Average Pond depth. Provide the
Orifice sizing calculations. Make sure to use the orifice formula with 1/3 of the driving head of the pond
(height between the centroid of the orifice and the Temporary pool el.);
3. If this pond is to be used just for Villas at Corolla Bay portion of the project, please make all necessary
changes to the application, supplement, narrative and all other calculations and documents that might be
affected by this change. Revise the plans to reflect above changes. Make sure to remove the Seasonal High
Water elevation of 10.5 from the pond section view drawing;
4. Please advise if the name of the project will change to Villas at Corolla Bay or remain Corolla Bay, PUD;
5. Please provide the 25% additional information fee associated with the Express Stormwater Review
Program of $1,000.00 by check made payable to "NC DENR".
6. Provide two sets of signed and sealed corrected sheets and documents.
The above requested information must be received in this office prior to February 7, 2008 or your
application will be returned as incomplete. The return of this project will necessitate resubmittal of all required
items including the application fee. If you need additional time to submit the required information, please mail
or fax your request for time extension to this office at the Letterhead address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any
development activity. Construction without a permit is a violation of 15A NCAC 21-1.1000 and North Carolina
General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have questions, please
feel free to contact me at [phone].
Sincerely,
F
Samir Dumpor, PE
Environmental Engineer
Washington Regional Office
cc: Mitch Halloran, PE, Coastal Engineering & Surveying, Inc. 0.
CWashi gton Regional Offices N Carollina
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: h2o.encstateoc.us 943 Washington Square Mall, Washington, NC 27889 1-877fi23-6748
An Equal Opportunity/Aff rmative Action Employer— 50% Recycledl10% Post Consumer Paper

Coastal
& SURVEYING, INC.
1/31/08
NCDENR
Division of Water Quality
Washington Regional Office
Washington, NC 27889 EXPRESS`
Attention: Mr.Samir Dumper, PE GA
RE: Villas at Corolla Bay
FEB 0 7 2008
Stomiwater Review SW7080111 NC DENR
Dear Mr. Dumpor
Thank you for your January 31, 2008 review comment letter for the State Stormwater
permit application for the Villas at Corolla Bay Subdivision Development. Coastal Engineering
& Surveying has revised the stormwater calculations, stormwater plans, applications and
supplement form and construction narrative and is submitting with the return package a check for
$1,000.00.
The following outline is what was revised and where the changes occurred and where they may
be found in the enclosed package.
1. the soils test bore index map which shows the locations of the soil test bore locations is
enclosed on the last page of the stormwater calculations. The soils test bore locations are
also plotted on the revised stormwater construction plans.
2. surface area revised calculations and orifice talc's are enclosed in the revised stormwater
narrative package and are in accordance with the revised 101 application form and 404
bmp supplement form which are enclosed. Changes to the Stormwater construction
plans occur on sheets 3 & 10 of the revised construction plan set and are 2 copies are
enclosed.
3. necessary changes to the application, supplement form, stormwater construction plans
and narrative have been preformed and those revised sheets are enclosed.
4. the project will be known as the "VILLAS AT COROLLA BAY" and the necessary
changes to the 101 application sheets have been revised and are enclosed.
5. the $1,000.00 dollar check is enclosed.
6. 2 sets of the stormwater construction plans, stormwater narrative and calculations are
enclosed.
Thank your for your attention in this matter and should you have any questions or comments
please do not hesitate to contact me at [phone].
Sincerely,
-11V4 4401-0-Al/
Mitch Halloran
Project Manager
Cc: Carlos F. Gomez; Eric Avery; Eric Weatherly - Currituck County
Eric Pare — NCDENR (Land Quality Section)
P.O. Box 1129 • 934 W. Kitty Hawk Rd 9 Kitty Hawk, NC 27949 • [phone] • Fax: [phone]

Coastal Engineering & Surveying, Inc.
934 West IGtty Hawk Road
Entrance #3
Kitty Hawk, North Carolina 27949
Phone [phone]
Fax [phone]
To:
NORTH CAROLINA DIVISION OF
WATER QUALITY
WASHINGTON REGIONAL OFFICE
943 WASHINGTON SQUARE MALL,
WASHINGTON, NC 27889
We are sending you the following:
❑ Shop Drawings ❑ Prints
❑ Letter, ❑ Specs
❑ Change Order ® Plans
EXPRESS
FEB 0 7 20H
NC DEER
LETTER OF TRANSMITTAL
Date: 02 05 08 1 Project No: P432
Attention: Samir Dum or, PE
Re: VILLAS AT COROLLA BAY
Via: OVER NIGHT
❑ Samples
® Payment Application
® Other
Copies
Date
No.
Description
2
1 31 08
REVISED STORM WATER CONSTRUCTION PLANS
2
1 31 08
REVISED STORM WATER NARRATIVE & CALCS
1
2 01 08
106
CHECK FOR $1000.00
2
1 31 08
REVISED 104 APPLICATION SHEETS 1 & 2
2
1 31 08
REVISED 404 BMP SUPPLEMENT FORM
1
6 27 03
SOILS TEST INDEX MAP (& ON STORM WATER PLANS)
These items are transmitted as checked below:
® For Approval ❑ Reviewed
❑ For Your Use ❑ Reviewed as Noted
❑ As Requested ❑ Revise & Resubmit
❑ For Review and Comment ❑ Returned No Action
❑ Prints Returned After Loan To Us
Remarks:
Signed: MITCH HALLORAN

FEB 0 7 2008
SIC DENR
STORMWATER MANAGEMENT REPORT
Prepared For
VILLAS AT COROLLA BAY
(57 Lot Residential Development)
A.K.A.
Corolla Bay
(Section III — P/O- East Side of Ocean Trail Development)
Located on
OCEAN TRAIL (NC HWY 12) - POPLAR BRANCH TOWNSHIP
CURRITUCK COUNTY - COROLLA, NORTH CAROLINA
Prepared By:
COASTAL ENGINEERING & SURVEYING
20 December 2007
Rev. 31 January 2008

Permit No.
(to be provided by D Wt7)
EXPRESS
®� FEB 0 7 2008 �'
NC ENR
STORMWATER MANAGEMENT PERMIT APPLINGNPMR
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, filled out and submitted along with all of the required information.
Project name
Contact person
Phone number
Date
Drainage area number
Drainage area
Impervious area
% impervious
Design rainfall depth
Storage Volume: Non -SR Waters
Minimum volume required
Volume provided
Storage Volume: SRWaters
1-yr, 24-hr runoff depth
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is pre/post control of the 1-yr 24-hr peak Bow 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 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Basin Elevations
Basin bottom elevation
Sediment cleanout elevation
Bottom of shelf elevation
Permanent pool elevation
Top of shelf elevation
Temporary pool elevation
Volume and Surface Area Calculations
SAIDA ratio
Surface area at the bottom of shelf
Volume at the bottom of shelf
Permanent pool, surface area required
Permanent pool, surface area provided
Permanent pool volume
Average depth for SAIDA tables
Surface area at the top of shelf
Volume at the top of shelf
67.03238349 %
r;;`"231891` -3 ft'
#VALUE! ft'
-12.4 ft'Isec
c 'l�100 '•J;ft
a ��.850t �cft
=-;10.06
OK
OK
Form SW401-Wet Detention Basin-Rev.3
Parts I. & II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWO)
Forebay volume
Forebay % of permanent pool volume
Temporary pool, surface area provided
Drawdown Calculations
Treatment volume drawdown time
Treatment volume discharge rate
Pre -development 1-yr, 24-hr discharge
Post -development 1-yr, 24-hr discharge
Additional Information
Diameter of orifice
Design TSS removal
Basin 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?
CaDUres all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies
1242 'nnV 4days
19 % OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
Design must be based on 90% TSS removal
OK
OK
PROTABLE.SUBMERGIBLE PUMP
Form SW401-Wet Detention Basin-Rev.3
Parts I. & II. Design Summary, Page 2 of 2

DWQ/WARD Fax:[phone] Jan 22 '08 12:09 P.02
Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name! ( -
BjVP drainage area number: U
Print name: F
r b.
Title: It l ht C
Address: $,Z ] DGcWnt TR.oL. Co,?-o IIta u C, 2 q9 a q
D,5.1-1453-360O
Date: 11,211 OR
5 - z5s-- zoz-a682-
Note: The legally responsible party should not be a homeowners association unless more than 50°/. of
the lots have been sold and a resident of the subdivision has been named the president.
I, TF ��mm �- V � AXekAM a Notary Public for the State of
�Qw1 (A�O" , County of _ L'„ Uo -A (t [C do hereby certify that
tp- -C_ 000—L\ personally appeared before me this 2a-A
day of ;7btJ.�AR� A)Dg� and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal, gtcLav-k-
TAMMY I FINCHAM
Notary Public
North Carolina
Currituck County
SEAL
My commission expires -I - Q u - aO l l
Form SW401-Wet Detention Basin t&M-Rev.2

4-. 1
Permit
JAN 2 2 202
(to be provided by D WQ)
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials
Sheet No.
1. Plans (1" - 50' or larger) of the entire site showing: pTTPC K O'�) G ui L D o JT
/Az� TACVt
_- Designatultimatebuild-out, Cowct�tvpL)DeVCLDpwIGT�T ^ PNa5e/S�cTIoN
ITTtAt D
AAC—
— - Off-sitedrainage(if applicable), Re- fp5TMJ(,I aopD'� WE( 2T 51DC�N�t-�WELop.
-Delineated drainage basins (include Rational C coefficient per basin), aQ_MruEa?eD oYJ
30f e
3 p( S
—- Basindimensions, GaaCCD�vvL oe_VcLo9vALwT
— - Pretreatment system,
3
— - High flow bypass system,
of
A1Tjit1♦CTi
_ - Maintenance access,
-Recordeddrainageeasementandpublicrightofway(ROW), PeEL1N1NARy RAT
3 b( 5
_ - Overflow device, and
3 0� 8
- Boundaries of drainage easement. — PVALA N IN"d_l RAT
M
3 ` S
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
3
Outlet structure with trash rack or similar, g
3�
- Maintenance access,
'J ot 8
Permanent pool dimensions,
-� q 6 - Forebay and main pond with hardened emergency spillway, Q� &
S
8 - Basin cross-section,
S C�a
- Vegetation specification for planting shelf, and
- Filter strip. 3 dj a
3. Section view of the dry detention basin (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
M M�
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
1 M"
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided. -IN StoeMwATEk, R61p(LT
nb VA 1 {
6. An assurance that the installed system will meet design specifications upon initial operation once the
M M ((
project is complete and the entire drainage area is stabilized.EIJb1p6-25 C tJL4I-r' C A' t o`n1 0' /
�jia2MWQT6X_ CaLCu(q4w1)%, k AL� QLW1S A- Q'�u 27$
7. A construction sequence that shows how the wet detention basin wi be protected from Bement until) the
entre drainage area is stabilized.
M M
8. The supporting calculations. IN
M M 1 I
9. A copy of the signed and notarized inspection and maintenance (I&M) agreement. f P`1 D ETAC-14
M M
10. A copy of the deed restriction. e Dpl e-, 1= IV L Lat c7b ) � M Q y m-m e vT
Form SW401-Wet Detention Basin-Rev.1 Part III. Required Items Checklist, Page 1 of 1

January 11, 2008
North Carolina D.E.N.R. 69ECEEVIEg)
Washington Regional Office
932 Washington Square Mall
Washington, NC 27889-3532 JAN 2 2 2008
RE: Villas at Corolla Bay Development DWQ-WAR®
As part of the design planning process for the Villas at Corolla Bay, (Monteray Shores - Phase III also
known as Corolla Bay - Section III), the State of North Carolina division of water quality has regulations
on storm water management for land disturbance activities over 1 acre and has jurisdiction over the storm
water management review process for storm water quality management and per the states storm water
regulations for storm water management practices as outlined in the Stormwater Best Management
Practices Manual, dated July, 2007; the owner/developer must concede to a storm water inspection and
maintenance (1& M) agreement.
I&M agreement is per the suggested guidelines of the Stormwater Best Management Practices Manual,
dated July, 2007, particularly section 7 and section 10. These sections refer to general BMP inspections
and maintenance and specifics inspections and maintenance for BMP Wet Ponds respectfully and are
enclosed within.
The BMP Wet Pond inspection and maintenance agreement states that the owner/developer will be
responsible for the scheduled inspections, keeping an inspections log, maintenance log, general upkeep and
functionality of the storm water management facility also know as the BMP Wet Pond per the provided
aforementioned criteria.
STORM WATER MANAGEMENT FACILITY INSPECTION & MAINTENANCE AGREEMENT
"I Eric Avery, owner/president of BDA, owner of Corolla Oceanside, LLC & Corolla Commercial, LLC
do certify that the land development activities proposed at Villas at Corolla Bay, (Monteray Stones -
Phase III, Corolla Bay - Section 111, Corolla, Currituck County, North Carolina) are made at my
direction and the Stormwater management practices proposed are in accordance with the North Carolina
Division of Water Quality Stormwater Best Management Practices. Furthermore, I certif, that it shall
be my responsibility to inspect and maintain and the storm water management facility at the aforesaid
development as per the inspection and maintenance criteria outlined in section 7 and section 10 of the
North Carolina Division of Water Quality Stormwater Best Management Practices Manual.
l 4'
Eric Avery Date
I, I i MrnU J I t A)CV\Prl" a Notary Public of the County of Cutt y C+Lt C K
State of North Carolina, hereby certify that GRtC A UeQ-LA and appeared
personally before me this day and being duly sworn acknowledged that the above certifications were
executed by him/her.
Witness my hand and notarial seal, this IS day of ^i AA-)Lu4&JA 206.
TAMMY J. FINCIIAM
Notary Public
North Carolina
Currituck County
JaUUU11,U
Notary
My commission expires -1' 0- Le-,3 0 L

NCDENR Stormwater BMP Manual Chapter Revised 09-28-07
7. BMP Inspection and Maintenance
7.1. The Importance of Maintaining BMPs
Most of this manual is devoted to proper design of stormwater BMPs, a task that
requires a significant investment of effort and expense. Once they are constructed,
BMPs are crucial in protecting water quality from the impacts of development projects.
If designed correctly, BMPs can also be an aesthetic asset to the development. However,
no matter how well they are designed and constructed, BMPs will not function correctly
nor look attractive unless they are properly maintained. Most maintenance problems
with BMPs are less costly to correct when they are caught early - as the old adage goes,
"an ounce of prevention is worth a pound of cure."
Regular inspection and maintenance is an ongoing legal requirement after the BMP is
constructed - inspections must be completed at appropriate times throughout the year
and inspection records must be available upon request. An appropriate professional
should conduct BMP inspections. NC State University offers a BMP Inspection and
Maintenance Certification Program; more information is available at their web site:
hn://www bae.ncsu.edu/people/faculty/hunt/.
This chapter will discuss the logistical issues associated with BMP inspection and
maintenance as well as provide an overview of some of the tasks associated with
maintaining BMPs. Each of the BMP chapters in this manual includes a table explaining
the specific inspection and maintenance activities required to ensure the proper
functioning of the BMP.
7.2. Legal and Financial Issues
7.2.1. Access and Maintenance Easements
BMPs must have access and maintenance easements to provide the legal authority for
inspections, maintenance personnel and equipment. The location and configuration of
easements must be established during the design phase and should be clearly shown on
the design drawings. The entire footprint of the BMP system must be included in the
access and maintenance easement, plus an additional ten or more feet around the BMP
to provide enough room to complete maintenance tasks. This BMP system includes the
side slopes, forebay, riser structure, BMP device, and basin outlet, dam embankment,
outlet, and emergency spillway.
Access and maintenance easements must be designed and built with a concept of the
maintenance tasks that may be needed. If heavy equipment will be necessary to perform
maintenance tasks (such as for devices with a forebay that will require sediment clean -
out), typically a roadway with a minimum width of ten feet to the BMP must be
available. Easements are usually owned and maintained by the owner of the BMP
facility, whether an individual, a corporation, or a government. Easements for BMPs
that are not publicly, maintained should include provisions to permit public inspection.,
General BMP Maintenance 7-1 July 2007

NCDENR Stormwater BMP Manual
Revised 09-28-07
and maintenance. An example of an Access and Maintenance Easement Agreement is
provided in Appendix C.
7.2.2. Inspection and Maintenance Agreements
BMP facilities are typically built, owned and maintained by non -governmental entities.
To insure proper long-term maintenance, a signed and notarized Inspection and
Maintenance Agreement must accompany the design plans for any BMP. An Inspection
and Maintenance Agreement will include the following:
— The frequency of inspections that are needed (based on the type of BMP
proposed).
— The components of the BMP that need to be inspected.
— The types of problems that may be observed with each BMP component.
— The appropriate remedy for any problems that may occur.
Sample Inspection and Maintenance Agreement provisions are included at the end of
each BMP chapter. The most effective Inspection and Maintenance Agreements are site -
specific for the particular BMP components that are used on the site as well as any
conditions that are unique to the site (for example, the presence of steep slopes that
should be inspected for soil stability).
Table 7-1
Required Inspection Frequency for BMPs
Inspection Frequency I BMPs
Monthly and within 24 hours after every water
Stormwater wetlands
quality storm (greater than 1.5 inches in Coastal
Wet detention basins
Counties and greater than 1.0 inch elsewhere)
Bioretention cells
Quarterly and within 24 hours after every water
Level spreaders
quality storm (greater than 1.5 inches in Coastal
Infiltration devices
Counties and greater than 1.0 inch elsewhere)
Sand filters
Extended dry detention basins
Permeable pavement
Rooftop runoff management
Filter strips *
Grassed swales
Restored riparian buffers
* Although these devices require quarterly inspection, mowing will usually be done at more
frequent intervals during the growing season.
To summarize Table 7-1, devices that include vegetation in a highly engineered system
require inspection monthly and after large storm events to catch any problems with flow
conveyance or vegetative health before they become serious. All other BMPs should be
inspected quarterly and after large storm events.
General BMP Maintenance 7-2 July 2007

NCDENR Stormwater BMP Manual
Revised 09-28-07
The signed and notarized Inspection and Maintenance Agreement should be filed with
the appropriate Register of Deeds. The responsible party should keep a copy of the
Inspection and Maintenance Agreement along with a current set of BMP plans at a
known set location.
7.2.3. Inspection and Maintenance Record -Keeping
All inspection and maintenance activities should be recorded. One easy way to do this
is to create an Inspection and Maintenance checklist based on the Inspection and
Maintenance Agreement. The checklist, at a minimum, should include the following:
— Date of inspection.
— Condition of each of the BMP elements.
— Any maintenance work that was performed (as well as who performed the
work). .
— Any issues noted for future maintenance (sediment accumulating,
vegetation needing pruning or replacement, etc.).
Each project should have a maintenance record. Records should be kept in a log in a.
known set location. Any deficient BMP elements noted in the inspection should be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Major repairs or maintenance work should include the same level of inspection and
documentation as original installations. Inspection checklists and record logs should be
kept in a known set location.
7.2.4. Maintenance Responsibilities
As stated in the section above, maintenance is usually the responsibility of the owner,
which in most cases is a private individual, corporation, or homeowners association.
Simple maintenance items such as minor landscaping tasks, litter removal, and mowing
can be done by the owner, or can be incorporated in conventional grounds maintenance
contracts for the overall property.
Although a nonprofessional can undertake many maintenance tasks effectively, a
professional should be consulted periodically to ensure that all needs of the BMP facility
are met. Some elements that can need professional judgment include structures, outlets,
and embankments/ dams by a professional engineer, as well as plant system health by
an appropriate plant professional. Some developing problems may not be obvious to
the untrained eye.
In addition, it is advisable to have professionals do the more difficult or specialized
work. Filling eroded areas and soil -disturbing activities, such as re -sodding or
replanting vegetation, are tasks that are best assigned to a professional landscaping firm.
If the work is not done properly the first time, not only will the effort have been wasted,
but also the facility may have been damaged by excessive erosion. Grading and
sediment removal are best left to professional contractors. Appropriate professionals
General BMP Maintenance 7-3 July 2007

NCDENR Stormwater BMP Manual
Revised 09-28-07
(e.g. BMP maintenance specialists, professional engineers, aquatic plant specialists, etc.)
should be hired for specialized tasks such as inspections of vegetation and structures.
7.2.5. Providing for Maintenance Expenses
The expenses associated with maintaining a BMP are highly dependent on the BMP type
and design. However, the most important factor that determines the cost of BMP
maintenance is the condition of the drainage area upstream of the BMP. If a drainage
area conveys a high load of sediment and other pollutants to a BMP, the cost of
maintaining the BMP will increase dramatically. Preventing pollution in the drainage
area as much as possible will reduce the cost of BMP maintenance.
A funding mechanism should be created and regularly funded with an amount that
provides enough money to pay for the maintenance expenses over the lifetime of the
BMP. One option is to establish an escrow account, which can be spent solely for
sediment removal, structural, biological or vegetative replacement, major repair, or
reconstruction of the BMPs. In the case of a residential subdivision, the escrow account
could be funded by a combination of an initial payment by the developer and regular
contributions by the homeowners' association. For an example of how to legally
structure such an account, please see the Phase 11 model stormwater ordinance at the
Division of Water Quality's web site:
htto•//h2o enr state nc us/su/phase 2 mod ord.htm.
Routine maintenance costs are relatively easy to estimate, and include the expenses
associated with the following activities:
— Conducting BMP inspections at the intervals shown in Table 7-1.
— Maintaining site safety, including any perimeter fences and other access
inhibitors (trash racks or pipe grates). .
— Removing trash.
— Removing sediment that has accumulated in any components of the BMP.
— For infiltration -type systems, maintaining the filtering media and cleaning or
replacing it when necessary.
— Restoring soils to assure performance.
— Pruning woody vegetation pruning.
— Replacing dead vegetation.
— Stabilizing any eroding side slopes.
— Repairing damaged or eroded outlet devices and conveyance systems.
— Repairing embankments, dams, and channels due to erosion or rodents.
Emergency maintenance costs are more difficult to estimate. They depend on the
frequency of occurrence and the nature of the problem, which could vary from storm
erosion repairs to complete failure of a structure.
General BMP Maintenance 7-4 July 2007

NCDENR Stormwater BMP Manual Chapter Revised 09-28-07
7.3. Summary of BMP Maintenance Tasks
7.3.1. Emergency Maintenance
Maintenance after floods and other emergencies requires immediate mobilization. It can
include replanting and repairs to structures. Living systems are likely to need at least
minor repairs after emergencies. Following an emergency such as a flood, standing
water may pose health risks because of mosquitoes. Mosquito control should be
considered if this becomes a problem.
For all installations obstructions and debris deposited during storm events should be
removed immediately. Exceptions include debris that provides habitat and does not
damage vegetation or divert currents to, from, or in the BMP. In fact, because of the high
quality habitat that can be found in woody debris, careful re -positioning rather than
complete removal may be desirable. There may be instances where debris is even added.
Such locations should be noted so that this debris is not accidentally removed.
Educating adjacent property owners about the habitat benefits of debris and vegetation
can decrease requests for removal.
7.3.2. Debris and Litter Removal
Regularly removing debris and litter is well worth the effort and can be expected to help
in the following ways:
— Reduce the chance of clogging in outlet structures, trash racks, and other
facility components.
— Prevent damage to vegetated areas.
— Reduce mosquito breeding habitats.
— Maintain facility appearance.
— Reduce conditions for excessive surface algae.
— Reduce the likelihood of stagnant pool formation.
Special attention should be given to removing floating debris, which can clog the outlet
device or riser.
7.3.3. Sediment Removal and Disposal
Sediment gradually accumulates in many BMPs. For most BMPs, accumulated sediment
must eventually be removed. However, removal intervals vary so dramatically among
facilities that no "rules of thumb" are applicable. The specific setting of a BMP is
important in determining how often sediment must be removed. Important factors that
determine rates of sedimentation include the current and future land uses upstream and
the presence of other sediment -trapping BMPs upstream.
Before installing a BMP, designers should estimate the lifetime sediment accumulation
that the BMP will have to handle. Several time periods may be considered, representing
expected changes in land use in the watershed. To estimate sediment accumulation, first,
General BMP Maintenance 7-5 July 2007

NCDENR Stormwater BMP Manual Chapter Revised 09-28-07
an estimate of the long term sediment load from upstream is needed, then an estimate of
BMP sediment removal efficiency (see Sections 3.0 and 4.0). The analysis of watershed
sediment loss and BMP efficiency can be expedited by using a sediment delivery
computer model.
The frequency of sediment removal is then based on the sediment accumulation rate
described above versus the amount of sediment storage volume that is inherently
provided in the BMP without affecting treatment efficiency or stormwater storage
volume. Again, the frequency of sediment removal is BMP and site specific, and could
be as frequent as every couple years, or as long as 15-25 years. The volume of sediment
needing to be removed and disposed of per dredging cycle is the volume calculated
above multiplied by any density or dewatering factors, as appropriate.
Wet sediment is more difficult and expensive to remove than dry sediment. Ideally, the
entire facility can be drained and allowed to dry sufficiently so that heavy equipment
can operate on the bottom. Provisions for draining permanent pools should be
incorporated in the design of water impoundments where feasible. Also, low flow
channels and outlets should be included in all BMPs to bypass stormwater flow during
maintenance. However, in many impoundments periodic rainfall keeps the sediment
soft, preventing access by heavy equipment. In these cases, sediment may have to be
removed from the shoreline by using backhoes, grade-alls, or similar equipment.
Proper disposal of the sediment removed from a BMP is required. It is least expensive if
an onsite area or.a nearby site has been set aside for the sediment. This area must be
located outside of the floodplain. If such a disposal area is not set aside, transportation
and landfill tipping fees can greatly increase the cost of the BMP, especially where
disposal of wet sediment is not allowed in the local landfill., Often, the material must be
dewatered before disposal, which again adds more cost and requires land area where
wet material can be temporarily placed to dry.
Sediment removal is usually the largest single cost of maintaining a BMP facility, so the
necessary funds should be allocated in advance. Since sediment removal costs are so
site specific and dependent on disposal plans, it is difficult to provide good estimates..
Actual estimates should be obtained during the design phase of the BMP from sediment
removal contractors based on the planned situation. The estimates should include:
mobilization expenses, sediment removal expenses, material transport expenses (if
applicable), and disposal expenses (if applicable).
7.3.4. Stability and Erosion Control
The best way to promote soil stability and erosion control is to maintain a healthy
ground cover in and around BMPs. Areas of bare soil quickly erode, potentially clogging
the facility with soil and threatening its integrity. Therefore, bare areas must be re -
stabilized as quickly as possible. Newly seeded areas should be protected with mulch
and/or an erosion mat that is securely staked. For BMP's that rely on filtration, such as
bioretention facilities, it is critical that adjacent soils do not contaminate the selected
media during or after construction. If the site is not permanently stabilized with
General BMP Maintenance 7-6 July 2007

NCDENR Stormwater BMP Manual
Revised 09-28-07
vegetation when the filter media is installed, the best design practice is to specify sod or
other robust erosion control practices for all slopes in and immediately around the BMP.
Erosion is quite common in or around the inlet and outlet of the BMP facility and should
be repaired as soon as possible. Erosion control activities should also extend to areas
immediately downstream of the BMP.
The roots of woody growth such as young trees and bushes in embankments are
destabilizing. Consistent mowing of the embankment controls stray seedlings that take
root. Woody growth, such as trees and bushes, further away from the embankment
should not pose a threat to the stability of the embankment and can provide important
runoff filtering benefits. Trees and bushes should be planted outside maintenance and
access areas.
Animal burrows also diminish the structural integrity of an embankment. Muskrats, in
particular, burrow tunnels up to 6 inches in diameter. Efforts should be made to control
animal burrowing. Burrows should be filled as soon as possible.
7.3.5. Maintenance of Mechanical Components
Each type of BMP may have mechanical components that need periodic attention. For
example, valves, sluice gates, fence gates, locks, and access hatches should be functional
at all times. The routine inspection, exercising, and preventive maintenance on such
mechanical components should be included on a routine inspection/maintenance
checklist.
7.3.6. Vegetation Maintenance
Vegetation maintenance is an important component of any maintenance program. The
grasses and plants in all BMPs, but particularly in vegetative BMPs such as filter strips,
grass swales, restored riparian buffers, bioretention facilities, and stormwater wetlands,
require regular attention. The development of distressed vegetation, bare spots, and rills
indicates that a BMP is not functioning properly. Problems can have many sources, such
as:
— Excessive sediment accumulation, which clogs the soil pores and produces
anaerobic conditions.
— Nutrient deficiencies or imbalances, including pH and potassium.
— Water-logged conditions caused by reduced soil drainage or high seasonal
water table.
— Invasive weeds.
The soil in vegetated areas should be tested every other year and adjustments made to
sustain vigorous plant growth with deep, well -developed root systems. Aeration of soils
is recommended for filter strips and grassed swales where sediment accumulation rates
are high. Ideally, vegetative covers should be mown infrequently, allowing them to
develop thick stands of tall grass and other plant vegetation. Also, trampling from
pedestrian traffic should be prevented.
General BMP Maintenance 7-7 July 2007

NCDENR Stormwater BMP Manual Chapter Revised 09-28-07
Areas immediately up- and downstream of some BMP plant installations often
experience increased erosion. Although properly designed, located, and transitioned
installations experience this effect to only a minor degree, all erosion should be repaired
immediately to prevent spreading. Live stakes, live fascines, and other soil
bioengineering techniques, possibly in combination with 3-D geotextiles, can be applied
to erosion in natural drainage ways with minor grading.
Table 7-2 below describes some specific vegetation maintenance activities at various
types of BMPs. It is important to note that DWQ has some specific requirements related
to some management practices, such as those performed within buffers, that must be
followed. In addition, any vegetation that poses threats to human safety, buildings,
fences, and other important structures should be removed. Finally, vegetation
maintenance activities naturally change as the project ages from construction, when the
vegetation is still getting established, to a mature state.
7.3.7. Maintenance of the Aquatic Environment
An important yet often overlooked aspect of non -routine maintenance of.BMPs that
maintain a permanent pool of water is the need to regularly monitor and manage
conditions to promote a healthy aquatic environment. An indicator of excess nutrients (a
common problem) is excessive algae growth in the permanent pool of water. In most
cases, these problems can be addressed by encouraging the growth of more desirable
aquatic and semi -aquatic vegetation in and around the permanent pool. The plants
selected should be tolerant of varying water levels and have a high capacity to
incorporate the specific nutrients associated with the problem. If algae proliferation is
not addressed, algae -laden water will be washed downstream during rain events and
may contribute to nuisance odors and stresses in downstream aquatic habitat.
7.3.8. Insect Control
Ponded water can function as breeding grounds for mosquitoes and other insects..
Mosquito problems can be minimized through proper design and maintenance. The best
control technique for BMPs that maintain a permanent pool of water is to ensure that it
does not develop stagnant areas. BMPs with permanent pools should include a source of
steady dry -weather flow. Promptly removing floatable debris helps eliminate areas
where water can collect and then stagnate. In larger basins, fish, which feed on mosquito
larvae, can be stocked. Additionally, splash aerators can be employed to prevent
stagnant water, however, this requires electricity at the site, increases maintenance costs,
and must be properly designed so as to not decrease the settling efficiency of the BMP.
General BMP Maintenance 7-8 July 2007

NCDENR Stormwater BMP Manual
Table 7-2
Vegetation Maintenance for BMPs
Revised 09-28-07
Maintenance
Instructions
Activity
Replacement of
All dead plants should be removed and disposed of. Before vegetation that
Dead Plants
has failed on a large scale is replaced, the cause of such failure should be
investigated. If the cause can be determined, it should be eliminated before
any reinstallation.
Fertilization
The objective of fertilizing at a BMP is to secure optimum vegetative growth
rather than yield (often the objective with other activities such as farming).
Infertile soils should be amended before installation and then fertilized
periodically thereafter. Fertilizer can be composed of minerals, organic
matter (manure), compost, green crops, or other materials.
Irrigation/
Watering of the vegetation can often be required during the germination
Watering
and establishment of the vegetation, as well as occasionally to preserve the
vegetation through drought conditions. This can typically be accomplished
by pumping water retained in the BMP or from the stream, installing a
permanent irrigation system or frost -proof hose bib, or using portable water
trucks.
Mulching
Mulching should be used to maintain soil temperature and moisture, as
well as site aesthetics. A half -inch layer is typically adequate. Ideally, mulch
should be removed before winter to prevent an infestation of rodents.
Weeding
Weeding is often necessary in the first growing season, particularly if
herbaceous grasses are out -competing the young woody vegetation growth.
The need for weeding may be largely eliminated by minimizing the amount
of seed used for temporary erosion control. Weeding may also be required
if, over time, invasive or undesirable species are entering the site and out -
competing plants that are specifically involved in the treatment of the
stormwater.
Cultivating/
Hoeing is often required to loosen overly compacted soil and eliminate
Hoeing
weeds that compete with the desirable vegetation.
Pruning
Pruning is used to trim to shape and remove dead wood. It can force single -
shoot shrubs and trees to assume a bushier configuration.
Thinning
Thinning dense brush may be necessary for particular species to thrive,
increase the vigor of individual specimens, to reduce flow obstructions, and
to increase the abilitv of maintenance staff to access the entire BMP. Tall
maturing trees, for the most part, have no place in a BMP (except for
buffers) and should be removed as soon as possible.
Staking
Saplings of tall trees planted in or near the BMP may require staking. Care
should be taken not to damage the tree's roots with stakes. Stakes should be
kept in place for 6 to 18 months, and the condition of stakes and ties should
be checked periodically.
Wound Dressing
The wounds on any trees found broken off or damaged should be dressed
following recommendations from a trained arborist.
General BMP Maintenance 7-9 July 2007

NCDENR Stormwater BMP Manual
Table 7-2, continued
Vegetation Maintenance for BMPs
Revised 09-28-07
Maintenance
Instructions
Activity
Disease
Based on monitoring observations, either insecticides or (preferably) organic
Control
means of pest and fungal control should be used.
Protection
Fencing and signage should be installed to warn pedestrians and to prevent
from Animals
damage due to trampling. These measures are often most necessary during the
and Human
early phases of installation but may be required at any time. Measures for
Foot Traffic
controlling human foot traffic include signs, fencing, floating log barriers,
impenetrable bushes, ditches, paths, and piled brush. Wildlife damage is
caused by the animals browsing, grazing, and rubbing the plants. The use of
chemical wildlife repellents should be avoided. Fences and meshes can be used
to deter entry to the BMP. Tree tubes can be used to prevent damage to
individual specimens.
Mowing
Mowing of perennial herbaceous grasses and wildflowers, especially once seed
heads have set, promotes redistribution of seed for this self-sustaining system.
Mowing should be carefully controlled, however, especially when performed
for aesthetics. As adjacent property owners and customers in general learn
more about BMPs, their vision of what is aesthetically pleasing can change.
Grasses, in healthy herbaceous stands, should never be mown more than once
per year.
7.3.9. Maintenance of Other Project Features
All other devices and features associated with the BMP should be monitored and
maintained appropriately. These additional items could affect the safety or aesthetics of
the facility, which can be as important if not more important than the operational
efficiency of the facility. Such items could include:
— Fences
— Access roads
— Trails
— Lighting
— Signage (e.g. no trespassing, emergency notification contact information, etc.)
— Nest boxes
— Platforms
— Watering systems
General BMP Maintenance 7-10 July 2007

NCDENR Stormwater BMP Manual
Revised 09-28-07
above. Riser openings must not permit unauthorized access. End walls above
outtfalls greater than 48 inches in diameter should be fenced to prevent falls/,
10.4
Even moderate ra\mfall events during the construction of a wet detention basin can cause
extensive damage to it Protective measures should be employed both in the
contributing drainage aria, and at the wet detention basin itself. Temporary drainage or
erosion control measures should be used to reduce the potential for damage to the wet
detention basin before the srte is tabilized. Th�eontrol measures may include
stabilizing the surface with erosion ats, sedimenfitraps, and diversions. Vegetative
cover and the emergency spillway also heuld be completed as quickly as possible
\ during construction.
The designer should address thZpoteritial for be ding erosion and catastrophic failure
of any buried outlet conduit. A filter diaphragm and IS system should be provided
along the barrel of th�prmcipal spillway to prevent pipinb DWQ is aware of an
evolution in standard practice, and of accumulated evidence sug`estin0 that in most
circumstances`filter diaphragms are much superior to anti -seep colla` in preventing
piping. D.WQ strongly prefers filter diaphragms to the older design an -seep collar.
If reinforced concrete pipe is used for the principal spillway, "O-ring" gasket As,( STM
061) should be used to create watertight joints and should be inspected during
installation.
10.5. Maintenance foe- \/tUAhS A`T CoeoCUA '6•P'l
10.5.1 Common Maintenance Issues
Please refer to Section 7.0, General BMP Maintenance, for information on types of
maintenance, typical frequency, and specific maintenance tasks that are common to all
BMPs. The following information is maintenance that is specific to wet detention basins
Specific items that require careful inspection for a wet detention basin include:
evaluation of the aquatic environment, vegetation, and sediment build-up.
A program of monitoring the aquatic environment of a permanent wet detention basin
should be established. Items such as water clarity and algal growth should be monitored
regularly.
The vegetation located on the vegetated shelf must be properly maintained in order to
achieve additional pollutant removal and in order to prevent bank erosion. Bare spots,
weeds, and invasive species should be noted and remedied as soon as possible to
prevent larger problems. Although a regular grass maintenance program for the upland
locations around the BMP will reduce weed intrusion, some weeds invariably will
appear. Periodic weeding will therefore be necessary. Chemical application to control
weeds should be carefully considered and monitored. Frequent maintenance activities
such as removing debris and cutting grass will result in a facility that is both functional
and attractive.
Wet Detention Basin 10-15 July 2007

NCDENR Stormwater BMP Manual
Revised 09-28-07
Sediment accumulation should be monitored through visual inspection of the basin
bottoms and the sediment accumulation depth marker. When the specified depth of
sediment has been reached in either the forebay or main basin, the sediment should be
removed and disposed of properly, and the forebay or main basin repaired as designed
(e.g. proper vegetation replaced).
10.5.2. Sample Inspection and Maintenance Provisions
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks). j
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
i
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every. storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of inspection and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
Wet Detention Basin 10-16 July 2007

NCDENR Stormwater BMP Manual Chapter Revised 09-28-07
Table 10-6
Sample Inspection and Maintenance Provisions for Wet Detention Basins
BMP element•.
Potentialproblems:
How to remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide Bme and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
Wet Detention Basin 10-17 July 2007

NCDENR Stormwater BMP Manual Chapter Revised 09-28-07
Table 10-6, continued
Sample Inspection and Maintenance Provisions for Wet Detention Basins
BMP element:
Potentialproblems:
How to remediate the problear.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
-
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
Wet Detention Basin 10-18 July 2007

NCDENR Stormwater BMP Manual Chapter Revised 09-28-07
Figure 10-5: Example Clean Out Diagram
The measuring device used to determine the sediment elevation shall be such that it will
give an accurate depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 71feet in the main pond, the sediment shall
be removed.
When the permanent pool depth reads �' feet in the forebay, the sediment shall be
removed.
Sediment Removal El. 3. 0
Bottom Elevation,,_ U
FOREBAY
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 8.5
manen Yool
Volume Sediment Removal Elevation ''
------------------------------------
ft Min.
Sediment Bottom Elevation 0 0
Storage
MAIN POND
1-ft
Storage
wet Detention Basin 10-19 July 2UU7

Or
INCDENR
North Carolina Department of Environment and Natural Resources
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s). Fax or email this completed form along with a narrative
and vicinity map of the project location to the appropriate One -Stop Coordinator:
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee(a)ncmail.net
• Winston Salem Region -Sonja Basinger 336-771-4633 or sonia.basingerLi�ncmail.net
• Mooresville & Asheville Region -Patrick Grogan 704-663-3772 or patrick.gronan(a)ncmaN ne ,((�UV ED
• Washington Region -Lyn Hardison 252-946-9215 or lyn.hardison(a)ncmail.net
• Wilmington Region -Cameron Weaver 910-350-2004 or cameron.weaverfa)ncmail.net JAN 2 2 2008
Project application received after 12 noon will be stamped in the following work day.
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑Yes t4 No
® STREAM ORIGIN Determination: of Stream Galls; Stream Name rA it ri r k So a ft'U�nl+ixjC Qi Ra &Lsjri
CKSTORMWATER El Low Density ® High Density -Detention Pond High Density -Other
❑ Low Density -Curb & Gutter ❑ High Density -Infiltration Off Site
WETLANDS MUST BE ADDRESSED BELOW
® COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ® Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ LAND QUALITY ❑ Erosion and Sedimentation Control Plan with _acres to be disturbed.(CK # (for DENR use))
EX WETLANDS (401): Check all that apply
Wetlands on Site Z Yes [] No / Isolated wetland on Property Yes ❑ No
Wetlands Delineation has been completed: KYes ❑ No I Buffer Impacts: ❑ No ❑ YES: acre(s)
US ACOE Approval of Delineation completed: ❑ Yes'o No
404 Application in Process w/ US ACOE: ® Yes ❑ No I Permit Received from US ACOE ❑ Yes % No
401 Application required: ❑Yes ® No If YES, ❑ Regular ❑ Express
Perennial, Blue line stream, etc on site ❑ yes V,No
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application fee, to be
charged for subsequent reviews due to the insufficiency of the permit applications.
For OENR use only
Fee Split for multiple permits: (Check#_���_) Total Fee Amount$ g00. po
SUBMITTAL
DATES
FeeF401:
SUBMITTAL
DATES
Fee
CAMA
SW HD; ❑ LD
t — Z-2—ta$

North Carolina Secretary of State
CORPORATIONS
http: //www. secretary. state. nc. us/cotporations/Corp. aspx?PitemId=...
Corporations Home
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Date: 1/23/2008
Click here to:
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Report I
Corporation Names
Name Name Type
NC Corolla Legal
Oceanside, LLC
Limited Liability Company Information
SOSID: 0738359
Status: Current -Active
Date Formed: 8/11/2004
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Khoury, Daniel D.
Registered
6 Juniper Trail
Office Address:
Kitty Hawk NC 27949
Registered
PO Box 1042
Mailing Address:
Kitty Hawk NC 27949
Principal Office
821 Ocean Trail, Ste 4
Address:
Corolla NC 27927
Principal Mailing PO Box 1042
Address: Kitty Hawk NC 27949
For; questions or comments about the Secretary of State's web site, please send e-mail to Webmaster.
2 of 2 1/23/2008 1:39 PM

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Coastal Engineering & Surveying, Inc.
934 West Kitty Hawk Road
Entrance #3
Kitty Hawk, North Carolina 27949
Phone [phone]
Fax [phone]
To:
NORTH CAROLINA DIVISION OF
WATER QUALITY
WASHINGTON REGIONAL OFFICE
934 WASHINGTON SQUARE NIALL,
WASHINGTON, NC 27889
We are sending you the following:
❑ Shop Drawings ❑ Prints
❑ Letter ❑ Specs
❑ Change Order ® Plans
LETTER OF TRANSMITTAL
Date: 01 21 08 1 Project No: P432
Attention: Lyn Hardison
Re: COROLLA BAY
EAST SIDE OCEAN TRAIL (NC12)
DEVELOPMENT
Via: HAND DELIVERY
❑ Samples
® Payment Application
® Other
Copies
Date
No.
Description
2
1 15 08
EXPRESS REVIEW APPLICATION
1
1 1108
1226
CHECK FOR $4000.00 (EXPRESS REVIEW)
2
11508
STORMWATER CHECK LIST
1
1 1508
SWU 101 - STORM WATER PERMIT APPLICATION
1
1 1508
SWU 401 WET DETENTION BASIN SUPPLEMENT
l
1 1508
HIGH DENSITY RESIDENTIAL SUB. DEED RESTRICTIONS &
PROTECTIVE COVENANCES
1
11508
STORMWATER MANG. FACILITY INSPECTION &
MAINTENANCE AGREEMENT
1
1 1708
STORMWATER MANG. NARRATIVE & CALC'S
3
1 1708
CONSTRUCTION PLANS & PRELIMINARY PLAT
1
6 27 03
SOILS STUDY BY GET SERVICES
1
907
COROLLA BAY - EAST SIDE (OCEAN TRAIL - NC12)
CONCEPTUAL DEVELOPMENT SKETCH
l
1 130 06
COROLLA BAY - EAST SIDE (OCEAN TRAIL - NC12) WETLANDS
DELINEATION MAP AND APPROVAL CERT. BY NCDENR
These items are transmitted as checked below:
❑ For Approval ❑ Reviewed
❑ For Your Use ❑ Reviewed as Noted RECE o
❑ As Requested ❑ Revise & Resubmit
® For Review and Comment ❑ Returned No Action JAN 2 2 L2 ,U r,.
❑ Prints Returned After Loan To Us
Remarks: ®WQ-WAR®
Signed: MITCH HALLORAN

11`
10 47
48
21
2
23
ad
2S
total area for patio homes =. 402,141.53 sf
= 9.232 acres 20
patio homes recreat. area— 16,271.13 of
patio homes sidewalk area= 7,361.30 sf
patio homes area= 82,650 sf
patio homes side yard area- 69,382 sf 27
patio homes roadway & sidewalk area= 55,919.89 sf
patio homes driveway area= 26,310.05 sf
bath house area- : 754 sf 29
sidewalk area in herring et.— 1,372 sf
total impervious coverage = 260,020.37 sf
= 5.970 acres
= 64.66%
commercial green space/pond area— 14Z121.16 sf
= 3.263 acres
= 35.34%
y, ,
1
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OWNWIN
18
Pi*NAj!' A4P _ 1,007, ?.?Q Sfe
ATHEISTIC
POND
AT
I
ATHEISTIC
87
POND
2
rAN= ncAM
herring street r/w = 36,631.06 of
herring street roodwa &sidewalk
grass areas=2,532.34ysf
area & parking =34,098.72
j4j4 / #� z

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
February 12, 2008
OwI�RSNIc> cHArvC�E�
Corolla Oceanside, LLC
Attn.: Eric Avery 4 8 -2-7 - j l< l c
821 Ocean Trail IJor t,er5ie N�4h Cu�o�:.�
Corolla, NC 27927 ProPe-keg I cc e ns;ke V�1�tis r LLC
Subject: Permit No. SW7080111
Villas at Corolla Bay
High Density Stormwater Project
Currituck County
Dear Mr. Avery:
The Washington Regional Office received a completed Stormwater Application for the subject project on
January 22, 2008. Staff review of the plans and specifications has determined that the project, as proposed, will
comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No.
SW7080111 dated February 12, 2008 to Corolla Oceanside, LLC for a wet detention pond to serve the Villas at
Corolla Bay development located at the intersection of Ocean Trail (NC 12) and Herring Street in Corolla, NC.
This permit shall be effective from the date of issuance until February 12, 2018 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 stommrater
management system will result in future compliance problems. The issuance of this permit does not resolve any
previous violations of the stormwater rules for construction without a permit.
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 150E of the North Carolina General Statutes,
and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699.6714. 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 Samir
Dumpor or me at [phone].
Surface Water Protection Section
Washington Regional Office
AH/sd: J:\WPDATA\WQS\ State SW-SD\Permits - Wet Pond
cc: Mitch Halloran, PE, Coastal Engineering R Surveying, Inc. (PO Box 1129, Kitty Hawk, NC 27959)
C tuck County Building Inspections Department
ashington Regional Office
Central Files
North Carolina Division of Water Quality Internet: +crce.n:+c;nerqualil+.ure One
943 Washington Square Mall Phone [phone] NorthCarolina
Washington, NC 27889 Fax [phone] Natyral�y
An Equal GpportunitylAffnnafive Action Employer— 50% Recycled110% Post consumer Paper [il !0

State Stormwater Management Systems
Permit No. SW7080111
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY 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
Corolla Oceanside, LLC
Villas at Corolla Bay
FOR THE
construction, operation and maintenance of stormwater management systems in compliance with the provisions of
15A NCAC 21-1.1000 (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 for a wet detention pond to serve the Villas at Corolla Bay development
located at the intersection of Ocean Trail (NC 12) and Herring Street in Corolla, NC.
This permit shall be effective from the date of issuance until February 12, 2018 and shall be subject to the following
specified conditions and limitations:
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 on page
3 of this permit, the Project Data Sheet.
3. A maximum of 294,120 square feet (6.75 acres) of built upon area is allowed on this 10.07 acres site. The
maximum of 1,450 sf of impervious area is allowable for lots 1 — 57.
4. 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 approved plans.
5. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of
the permit.

Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Receiving Stream:
Classification of Water Body:
Total Site Area:
Drainage area:
Total Impervious allowed on site:
Wet Pond Depth:
Required Storage Volume:
Provided Storage Volume:
Required Surface Area:
Provided Surface Area:
Controlling Orifice:
DIVISION OF WATER QUALITY
WET PONDS - PROJECT DATA
Villas at Corolla Bay
SW7080111
Currituck County
Corolla Oceanside, LLC
821 Ocean Trail
Corolla, NC 27927
1 /22/2008
Currituck Sound
SC
10.07 ac
WET POND
10.07 ac
294,120 sf
8.5 ft.
23,870 cf
23,891 cf
9,741 sf
20,715
2.5' @ el. 10.05 ft

6. No homeowner/lot owner/developer shall be allowed to fill in, alter, or pipe any vegetative practices (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.
The following items will require a modification to the permit:
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 of the project area.
In addition, the Director may determine that other revisions to the project should require a modification to the
permit.
8. 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.
II. SCHEDULE OF COMPLIANCE
The permittee will comply with the following schedule for construction and maintenance of the stormwater
management system.
a. 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 surfaces except roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be
repaired immediately.
2. The facilities must be properly maintained and operated at all times. The approved Operation and
Maintenance Plan must be followed in its entirety and maintenance must occur at the scheduled intervals.
3. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency including, but not limited to:
a. Semiannual scheduled inspections (every 6 months)
b. Sediment removal
C. Mowing and revegetation of side slopes
d. Immediate repair of eroded areas
e. Maintenance of side slopes in accordance with approved plans and specifications
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
4. Records of maintenance activities must be kept and made available upon request to authorized personnel of
DWQ. The records will indicate the date, activity, name of person performing the work and what actions were
taken.
5. This permit shall become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
6. Upon completion of construction 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. Mail the Certification to the Washington Regional Office, 943 Washington Square Mall,
Washington, North Carolina, 27889, attention Division of Water Quality.
7. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum of
five years from the date of the completion of construction.

8. Recorded deed restrictions must include, at a minimum, the following statements related to stormwater
management:
a. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW7080111, as issued by the Division of Water Quality under
NCAC 21-1.1000.
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.
The maximum built -upon area is 1,450 square feet
These allotted amounts include 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, driveways, and parking areas, but does not include raised, open
wood decking, or the water surface of swimming pools.
g. All runoff from the built -upon area on the lot must be directed into the permitted stormwater
control 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 provide these additional
measures.
9. The permittee must submit a copy of the recorded deed restrictions within 30 days of the date of
recording.
III. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there is
a name change of the Permittee, a formal permit request must be submitted to the Division of Water Quality
accompanied by an application fee, documentation from the parties involved, and other supporting materials
as may be appropriate. The approval of this request will be considered on its merits and may or may not be
approved.
2. 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-
215.6(a) to 143-215.6(c).
3. 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)
which have jurisdiction.
4. 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.
5. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a
permit modification, revocation and reissuance or termination does not stay any permit condition.
6. The Permittee, at least six (6) months prior to the expiration of this permit, shall submit in writing a request for
an extension along with appropriate application fee.

Permit issued this the twelfth day of February, 2008.
ENVIRONMENTAL MANAGEMENT COMMISSION
[orColeen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7080111

Corolla Oceanside, LLC — Villas at Corolla Bay
Stormwater Permit No. SW7080111
Designer's Certification
I,
as a duly
Registered Professional Engineer in the State of North Carolina, having been authorized to observe
(periodically/weekly/full time)
the construction of the 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.
Signature
Registration. Number
Date
Certification Requirements:
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, and a forebay.
15. The required system dimensions are provided per the approved plans.

FW: revised surface area talcs.
subject: FW: revised surface area talcs.
From: "Mitch Halloran" <[e-mail]>
Date: Thu, 24 Jan 2008 09:40:07 -0500
To: <[e-mail]>
From: Mitch Halloran
Sent: Thursday, January 24, 2008 9:22 AM
To: '[e-mail]'
Subject: FW: revised surface area talcs.
From: Mitch Halloran
Sent: Tuesday, January 22, 2008 5:10 PM
To: '[e-mail]'
Subject: FW: revised surface area talcs.
From: Mitch Halloran
Sent: Tuesday, January 22, 2008 4:37 PM
To: 'Samir Dumpor'
Subject: revised surface area talcs.
Samir,
Please find attached the revised calculations for the bmp wet pond required surface area for the villas at corolla bay.
I have also attached an itemized area tally of the villas at corolla bay and herring street development.
Please contact me if you should need anything else.
Thanks for you time today and have a great day.
Mitch Halloran
I of 1/24/2008 10:01 AM

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i'•.; ...1..' u 1L}S , _ r r "r^d y l�„ I'r , ny�.
( f- ,Elf K V ,ill % •CUc't;
TJi- _ _. i'. .''i" _n0., -.h ',f •dl',
t'�'9S _ 1,4�.. .1: p( ( E!::'Y 91'

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
Division of Water Quality - Stormwater Permitting Unit
COASTAL STORMWATER APPLICATION CHECKLIST
The following items are considered when reviewing an application in accordance with T15A:02H.1000,
Stormwater management. This checklist is intended to (1) assist the reviewers in maintaining consistency
during the review process and (2) facilitate communication between the reviewer and applicant. It is not
intended to replace information (including other lists) which may be part of the application form,
supplements, BMP manual or the regulations. Nor is it intended to bypass best professional judgement with
respect to the sufficiency of the information submitted.
This double sided page lists those items impacting "Application Completeness". "Project Types and
Supplements' follows the checklist and provides an overview of low density, general, and high density
projects and the associated supplement forms. The latest versions of all referenced forms and documents
may be obtained on-line at htto://h2o.enr.state.nc.us/su/Forms Documents.htm.
APPLICATION COMPLETENESS
1) Stormwater, Permit Application Form SWU-101
a. Original and one copy are provided. The copy will be returned to the applicant with the
permit'
b. _✓ II items of the application are completed
C. lmed applicant is an owner or corporation
d. or corporations, registration with the Secretary of State is verifiable on the online
database.
e. V Signing official is the owner, a corporate President or Vice President, or an LLC
member/manager. Documentation is required verifying LLC member status. If the permittee
wishes to delegate signature authority, a signed letter from the applicant must be provided
and it must include the name, title, mailing address and phone number of the authorized
sigmIr
f. i6ceiving stream classification is correct.
9. ubmittal requirements are initialed by hand.
h. Original signature is provided under applicant certification.
2) Plans
a. OEngineer
l copies are provided. The copy will be returned to the applicant with the permit.
b.Ian is based on a topographical survey.
C. evelopment / project name is consistent with the application form.
d. name, firm and seal are located on each page of the plans. For low density
e. �pr jects not requiring engineered stormwater controls, the plans need not be sealed.
j egend is provided including north arrow, scale, and plan details.
f. cation map is shown with named streets or NCSR numbers and distance to nearest
tgWn or city.
g. Ve ate is listed.
evision number & date are listed, if applicable.
i. perty and project boundaries are included.
eck w etlands are delineated, or a note on the plans states that none exist.
4cyle Other geologic features are included: rock outcrops, streams, lakes, ponds, etc.
\ /� Ifamean high water line is identified, if applicable.
m. ralnage areas are delineated, including all off -site contributions.
n. �xisting contours, proposed contours, spot elevations, and finished floor elevations are
_ cl rly shown.
o. uilt-upon areas, existing and planned and including buildings, roads, etc. are shown.
p. Lots and or building numbers are labeled.

ZStormwater conveyance and management systems are shown. These include level
spreaders, side swales, wet detention ponds, infiltration trenches and basins, etc.
( f. --- For wet ponds, average depth is consistent with maximum depth.
S. ,Monitoring wells or benchmarks are located.
t. ✓//' rainage easements and pipe sizes are identified.
U. �C/egetated buffers (where required) are labeled.
(�
v. �l// Vegetated filters (where required) are identified.
_ Level spreaders (where required) are identified.
x. ✓6imensioned typical unit footprint for multi -unit developments are given.
Y. 7 Details of roads, parking, cul-de-sacs, sidewalks, and collection systems are shown.
Z. I Details of stormwater control measures are included.
aa. Vegetative stabilization plan is included.
3) Supplement Form(s) — these are general supplement requirements; see the following page for
further information on specific project types.
a. One original and one copy are provided. The copy will be returned to the applicant with the
Pit .
rrect supplements are provided for each drainage area.
ll items on the supplement(s) are completed.
ti Project information is consistent with the application and plans.
e. z Operation and Maintenance agreement for engineered stormwater systems including curb
/ outlet systems is signed and notarized.
4)�/ F.ee - $42 made payable to NCDENR is enclosed.
5) ✓Narrative - the existing and proposed site characteristics, use, drainage, and stormwater
management plans are clearly described.
6) Calculations
a. _ Supporting calculations are provided for the numerical data submitted in the application
and supplements.
b. _ For engineered stormwater controls, supporting calculations are signed and sealed.
7) Soils Rgport
a. For projects with engineered stormwater controls, a soils report is provided.
? b. �On-site soil borings at the location of the proposed treatment system are included.
C. soil profile and characteristics including the depth to the seasonal high water table
( WT) is given.
d. _Findings are related to the NRCS County Soils map, an 8'/2 x 11 inch copy of the county
soils map with the project location shown is provided.
8) Ve etat�' n Plan
a. emporary and permanent grass seeding specifications are provided.
b. For projects with engineered stormwater controls, the plan includes additional species,
locations, spacing, soil preparation, fertilizer requirements, procedures and a schedule for
installation. The plan was prepared by a qualified individual.
9) /Deed Restrictions - Deed restrictions are provided for subdivisions and projects with outparcels.
These are necessary to ensure ongoing compliance. Examples of appropriate forms for each type
of project are available upon request (reference document names and locations).
J:\WPDATA\WQS\State SW-TMA\SW Application Review Checklist revised (Updated 6118/07)

PROJECT TYPES AND SUPPLEMENTS
A. Low Density: Supplement SWU-104 or SWU-105
Applicability:
• Low density projects may not result in built -upon surfaces in excess of 25% or 30%, depending on
the classification of the receiving stream. For calculating density with wetlands, see guidance
memo (reference document and location).
• In low density projects, stormwater is conveyed primarily via sheet flow and swales with limited
piping for under road conveyance. Curb outlet systems may also be used in a low density project.
• No area of the project may be configured such that it constitutes a pocket of high density. In other
words, if development is concentrated such that the undeveloped land does not significantly impact
treatment of the stormwater runoff from the developed or impervious surfaces, the low density
option may not be applied to the overall project.
• Low density projects must maintain a 30 foot wide vegetative buffer. That is, any impervious
surfaces must be at least 30 feet from surface waters, measured horizontally from the structure to
the mean high water line of the surface water.
• All swales and related vegetated slopes must be 3:1 (horizontal to vertical) or flatter.
• Regulatory References: NCAC Title 15A, 02H.1005, 02H.1008(g).
SWU-104 is required for low density projects for which lot subdivision and selling is intended. All
sections of the supplement should be completed including the built -upon area per lot calculation.
Deed restrictions are required.
SWU-105 is required for low density projects in which curb and gutters are incorporated. All sections
should be completed including swale design, Table 1. Supporting calculations should also be
supplied. The maintenance agreement contained within the supplement must be signed and
notarized.
B. General Permit: SWG01, SWG02, SWG03, SWG04
Applicability:
• General permits may be issued for certain groups of similar activities, including
(1) construction of single family residences (SWG01),
(2) bulkheads and boat ramps (SWG02),
(3) clearing and grading (SWG03), and
(4) linear utility projects (SWG04).
• For these types of projects, a Notice of Intent should be submitted. Upon review and approval, a
Certificate of Coverage will be issued covering the applicant under a general permit.
• Regulatory Reference: NCAC Title 15A, 02H.1013.
C. High Density: SWU-102, SWU-103, SWU-106, SWU-107, SWU-108, SWU-109
General Considerations:
All runoff from the built -upon area shall be collected by swales, piping, or other means and directed
to an engineered stormwater control device or system. Runoff shall also be collected from
contributing off -site areas.
Wet ponds and infiltration basins and trenches are commonly utilized engineered stormwater
control devices. Other options include bioretention areas, extended dry detention basins,
stormwater wetlands, off -site systems, and innovative and alternative systems.

• All systems shall be designed to meet minimum criteria, as listed in the regulations, the supplement
and in accordance with the current version of the Water Quality Section Stormwater Best
Management Practices (BMP). The current BMP manual may be viewed through a link at
http://h2o.enr.state.nc.us/su/Forms Documents Main.htm
• All swales and related vegetated slopes shall be 3:1 (horizontal to vertical) or less steep.
• Operation and Maintenance plans are required for each engineered stormwater management
system. Plans are included in the respective supplements and they must be signed and notarized.
• For the purposes of operation and maintenance access, all stormwater management structures
shall be located within recorded drainage easements.
• Plans for engineered stormwater control systems shall be prepared and sealed by a professional
engineer.
• Supporting calculations must also be signed, dated and sealed.
One supplement shall be submitted for each drainage area.
• Regulatory Reference:. NCAC Title 15A, 02H.1008.

CURRITUCK COUNTY, NORTH CAROLINA — SHEET NUMBER 17
2000
o - 1 Kilometer
Scale - 1:20000
Fcct

3r,

Soil survey
m
TABLE 16.--PHYSICAL AND CHEMICAL PROPERTIES OF THE SOILS
on
The symbol means lss profile` Fh trleseunderanOrganicns more matter"tapply onlyies to theesurfaceilaye rct Absence ofpan entryto e indicates
entire
that data were not available or were not estimated]
Erosion
Soil name and Depth I Permeability IAvailablel Soil I Shrink -swell I
factors I Organic
map symbol - I water Ireactionl potential II K T matter
caoacit I I Pet
AaA______________ 1 6-15
Altavista 1 15-42
42-80
I
At--------------- i o-8
Augusta 1 8-48
1 48-60
BN*:
Beaches. I
1 I
Newhan ---------- 1 0-75 II
BOA______________ 1 0-10 1
Bojac 1 10-34 1
1 34-72 1
1 1
Ca_______________ 1 0-12 1
Cape Fear 1 12-42 1
1 42-6o
Cb'______________ 1 0-13 1
Conaby 1 13-21 I
1 21-33 f
1 33-73
1
CnA______________ 1 0-23
Conetoe 1 23-43
1 43-80 1
1 1
COB -------------- 1 0-72 1
Corolla
CrB*:
Corolla --------- 1 0-72 1
1 1
Duckston-------- 1 0-72 1
1 1
Cu--------------- I o-14 I
Currituck 1 14-28 1
1 28-6o I
I I
D_a--------------- 1 0-70 1
Dare I 7o-96 I
I I
Do --------------- 1 0-10 I
Dorovan 1 10-84 1
1 84-96 1
1 1
Ds ---------------I 0-8 1
Dragston 8-42 1
42-60 1
I I
Dt--------------- 1 0-72
Duckston
I I
2.0-6.0
10.12-0.2014.5-6.0
IL--------------
0.20
1 0.24
0.6-2.0
10.12-0.2014.5-6.0
ILOW------------
---
I
--- 14.5-6.0
ILOW------------
I ----
2.0-6.0
1,1
10.10-0.1514.5-6.0
ILOw------------
1 0.15
1 0.24
0.6-2.0
10.12-0.1814.5-6.0
ILow------------
1 0.24
2.o-6.0
10.06-0.1214.5-6.0
1
1
ILOw------------
I
,
>20
6.0-20
2.0-6.0
>6.o
o.6-6.o
0.06-0.2
6.0-20
0.2-2.0
2.o-6.0
2.0-6.0
6.0.20
2.0-6.o
6.0-20
>20
>20
>20
o.6-6.o
o.6-6.0
6.o-20
0.06-0.2
6.0-20
o.6-2.0
o.6-2.0
.6.0-20
>6.o
2.o-6.0
>6.0
>20
Du*. I I
Dune land 1
I I
DwD*: I
Dune land. I I
I I
Newhan ---------- 1 0-75 1 >20
See footnote at end of table.
j<o.o5 16.6-7.8
ILow------------ 1
0.10
I I
0.05-o.0814.5-6.5
ILow------------ I
0.28
10. 08-0.1714.5-6.5
ILow------------ 1
0.28
1o.1)2-o.o814.5-6.0
Mow------------ II
0.28
I
10.15-0.2214.5-6.5
ILow------------ 10.15
10.12-0.2214.5-6.0
IModerate------- 1
0.32
10.02-0-0614.5-6.0
I
ILow------------ 11
0.10
I
10.20-0.2613.6-5.5
ILow------------
----
10.04-0.1013.6-5.5
Mow------------ 1
0.10
lo.10-0.1413.E-5.5
--- ---
ILow------------ 1
---------------
0.15
I ----
10.05-0.1014.5-6.0
ILow------------
1 0.15
10.10-01514.5-6.0
ILow------------
1 0.15
10.05-0..1014.5-6.0
ILow------------
1 0.10
I I
I0.01-0.0315.6-7.8
ILow------------
1
i 0.10
I I
I I
l0.01-o.o315.6-7.8
I
ILow------- ----
1 0.10
I 1
10.02-0-0515.6-8.4
Mow------------
1 0.10
I I
10.25-0.3514.5-6.0
I
ILow------------
----
10.25-0-3514.5-6.0
Mow------------
----
10.04-0.0913.6-6.0
ILow ------------
I
----
I I
10.20-0.2613.6-4.4
ILow------------
----
10.04-0.0913.6-6.0
ILow------------
I
11 0.15
I I
10.25-0-5013.6-4.4
1---------------
I ----
10.25-0.5013.6-4.4
1---------------
I ----
10.05-0.0814.5-5.5
ILow------------
1
I ----
1
I I
10.06-0.1114.5-5.5
ILow------------
1 0.17
lo.08-0.1614.5-5.5
ILow------------
1 0.17
10.04-0.0814.5-5.5
ILow------------
1 0.17
10.02-0-0515.6-8.4 ILOw------------ 1 0.10
I I I I
I I I
I I I
<0.05 16.6-7.8 1
1 1
1 0.10
I
4 1 .5-3
I
I
4 1 .5-2
I
5 ---
I
3 1 •5-1
I
I
5 1 5-15
I
I
I
-- I 20-60
5 1 •5-2
I
I
I
I
I
5 I 5
I
5 I •5-1
20-60
I
I
I
20-95
I
I
20-6o
I
I
I
q I .5-1
5 .5-1
I
I
I
I
I
I
i
5

I
i Currituck County, North Carolina
i TABLE 16.--PHYSICAL AND CHEMICAL PROPERTIES OF THE SOILS --Continued
Er
Soil name and I Depth I Permeability IAvailablel So11 I Shrink -swell fa
? map symbol I I I water Ireadtionl potential R
Inonarity I I
Mu_______________
Munden
NeC______________
Newhan
1 1
I
2.0-6.0
10.06-O.1014.5-6.0
ILow-----------
0.
I o-14
1 14-32 1
0.6-2.0
10.08-0-1714.5-6.0
Mow------------ -1
0.17
17
1 0.17
I .32-6o 1
>2.0
10.04-0:08'4.5-6.0
iLow------------
I 1
I o-75
>20
1 <0.05 16.6-7.8
ILow------------
I
1 0.10
I
99
TI organic
-
-I matter
T 1
Pct
I
4 1 .5-1
I
I
I
5 1 ---
NhC*: I
Newhan----------I
1
0-75 i
>20
I I
1 <0. 05 16.6-7.8
1Low------------ i
0.10
1
5
1 ---
Corolla---------1
0-72 1
>20
1
10.01-0-0315.6-7.8
ILow------------ i
0.10 1
I
5
1 <•5
.
0-9 I
2.0-6.0
10.06-0.1013. 6-5.5
Low------------ 1
I
0.17 1
o.17
4
1 1-2
I
No---------------
1
9-30 1
0.6-2.0
10.08-0.1713.6-5.5
ILow------------ 1
0.17
1
Nlmso
I
30-60 1
>2.0
i0.04-0.0813.6-5.5
IILow------------ 1
. I
os1
0-5 1
6.0-20
l0.03-0.1014.5-6.0
ILo w------------1I
I
0.10 1
0.10 I
5
1 2-5
I
---------------
I
5 -60 1
6.0-20
10.03-0.1014.5-6.0
lLow------------.
I
I
Osier
I
------
o.15
5
<.5
OU8-------------- 1
I
0-7 1
7-80
6.0-20
6.0-20
10.05-0.101.-7.
0.02-0.0616.6-7.3
iLow---------'--
0.15
I
Ous1eY
i
I
o.6-2.0
i
0.18-0.2614.5-6.0
ILow------------
I 0.43 I
5
1 2-5
I
Pa ---------------I
I
0_7
7-60 I
0.6-2.0
10.15-0.2014.5-5.5
ILow------------
I o.u3
1 0.32 I_
Pasquotank
I
45-6o I
z.o-6.o
io.o5-o.loi4.5-5.5
II Low------------
I I
I
0-26 1
o.o6-2.0
10.35-0.4513.6-4.4
ILow----- -------
I ____ I
1 0.24 1
_--
25-60
11
po_______________I
26-60
0.06-2.0
ILow------------
P-----onzer i
I
10.10-0.2413.6-6.5
0 24 1
5
1 3-15
Pt ---------------I
o-16 1
0.6-6.0
10.12-0.1813.E-5.5
10.-0.013.6-5.5
ILow------------
ILow------------
0.28
1 1
Portsmouth 1
I
16-3
32-38 I
0.6-2.0
2.0-6.0
10.0606-0.1013.E-5.5
ILow------------I
0.17
I I
1
38-80
6.0-20
10.02-0.05i3.6-6.o
iLow------------ 1
0•�7
1 1
0-8 1
0.0-e.0
10.14-0.1914.5-5.5
Low------------ 1
0.37
0.24
1 4 1
1
Ro_______________1
8-45 I
0.06-0.2
10.04-0.1414.5-5.5
IModerate-------
0.24
Roanoke
1
45-80
0.06-20
i0.04-0.14i4.5-5.5
iModerate------- 1
1
StB---------1
0-11 1
0.6-6.0
10.10-0.2014.5-5.5
ILow------------
0.28
1 4
stA,
11-37
0.6-2.0
10.14-0.1914.5-5.5
ILow------------ i
0.18
I
State
I
37-37
>z o
lo.oz-o:1014.5-6.0
ILoy------------ I
1
To --------------- 1
0-10
2.0-6.0
1 1
10.10-0-1513.6-5.5
10.12-0.1813.6-5.5
ILow------------
ILow------------
0.20
0.20
5
Tomotley 1
1
I
10-50
50-60
I
0.6-2.0
0.2-2.0
I0.12-0-1813.6-6.0
ILow------------ 1
I
0.20
1
I
I
Ua*.
I
Udorthents
1
0-7 1
0.6-2.0
10.10-0-1514.5-6.0
ILow------------ 1
0.28
0.28
1 5
1
We ---------------
7-60
0.0E-0.2
0.12-0.20145-5.5
IModerate-------
1
0.28
Wahee
I
60-99
.2-0.6
102-0.204.5-5.5
i
Moderate-------
l 1
I
WnB______________I
0-3 1
6.0-20
10.05-0.0815.6-7.3
10.03-0.0715.6-7.3
ILow------------
ILow------------ 1
0.10
0.10
1 5
1
Wando 1
3-99 1
6.0-20
I I
1
I
1
I
I
0-12
0.2-0.6
10.20-0.2513.6-5.5
1--------------_- I
1
----
0.20
I ---
1
Ws --------------
11
12-40 II
_ 2.0
_
0.24
I
Wasda
40-50
0.6-2.0
0.12-0.1815.6-7.8
Ilow------------
11
0.15
11
1
50-60 1
6.0-20
10.02-0.06115.6-7.8
iLow------------
1
* See description of the
map unit for
composition and behavior characteristics
of the
map unit.
•5-3
I
I
<2
I
I
I 1-6
I
I
I
I
I
I •5-5
I
I
I <1
I
I
I 20-50

loo Soil surve
TABLE.17.--SOIL AND WATER FEATURES _
["Flooding" and "water table" and terms such as "rare," "brief," and "apparent" are explained in the text.
Absence of an entry indicates that the feature is not a concern or that data were not estimated]
Soil name and IHydrologicl I I I I- I I i
map symbol I groan I Frequency I Duration I Months I Depth I hind IMonths (Uncoated ]Concrete
AaA_______________
Altavista
At -------- ---- —_
Augusta
BN*:
Beaches.
Newhan-----------
Bojac
I
Cape Fear I
I
Cb-- ----- —_____
Conaby
CnA-- -------- —_ I
Conetoe I
I
Corolla
CrB*:
Corolla --------- I
Duckston --------- I
Currituck
Dare
Dorovan I
Dragstan
Duckston
Du*.
Dune land
DwD*:
Dune land.
Newhan----------
Munden
Newham,
NhC*:
C
C
A
B
D'
B/D
A
D
D
D
D
D
D
C
D
1.5-2.51ApparentlDec-MarlModerate IModerate.
I I
I I
1.0-2.OIApparentlJan-MaylHigh ----- IModerate.
>6.o I --- 1-7 1
1 1 1
>4.0 IApparentlSep-Jull
I I I
I I I
0-1.51ApparentlDec-Aprl
Apparent
High---- I Low.
I
Low ------ (High.
I
I
High ----- I High.
I
I
High_____ IHigh.
I
INone------1 --- I
—
1 >6.0
I I I
I Rare------- --- I
---
I I I I I
11.5-3.01APparentlNOV-May]Low ------ [Low.
I I I I
I I I
(Rare -------- I I
---
I
11.5-3.OIApparentlNov-Nay1Low------]Low:
I i I I
I I I
Frequent---(Brief----I
I
Jan -Dec
I
I1.0-2.OIApparentlian-DeclLow ------ ILow.
I I I I I
I I
(Frequent ---- (Long --- ---1
I I I
Jan -Dec
I 0-1.OIApparentlJan-Decl High-----IHigh..
I I I I I
I I I
IFrea_uent---- (Brief ----- I
I I I
Nov -Apr
I I I I I
I 0-1.OIApparentlNov-MaylHigh-----IHigh.
I I I I
I I____. I
Frequent---;;Long------I
I I I
Jan -Dec
I I I I
I 0-0.51ApparentlJan-Deci High-----IHigh.
I I 1 I I
I I I
INone-------- I I
I I I
---
I I I I I
I1.0-2.51APparentiNov-ADri Low-----IHigh.
I I I I I
IFrequent ---- I Wef---I
Jan -Dec
I1.0-2.OIApparentlJaii-Dec[Low ------ ILow:
I I
i I
I
IDone------- I
I I
INone-----
I I
I None------ I
I
I I
None------- I
I I I
See footnote at end of table.
A
B
A
A
-- I -- 1 > 6.0 I -
I I
I — 11.5-2.51APparent,
I I I II
-- I — > 6.0 I —
I I I I
I I I I
--- — I > 6.0 I -- I
I I I
I I
- [High ----- ILow:
Dec -Apr l Low---IHigh.
I I
-- IHigh__--- ILow.
.
I I
I I
___ IHigh_____ ILow:.
1 I.

Curntuck County, North Carolina
TABLE 17.--SOIL AND WATER FEATURES --Continued
101
Soil name and IHydrologlc
map symbol ] group ] Frequency ] Duration ] Months ] Depth ] Kind ]Months ]Unsteeld ]Concrete
NhC*: 1
Corolla----------]
D
i I I
-------- I --- I ---
I I
No ---------------- I
B/C
1Rare
(None__ -___-_I
Nimmo I
I
Os ---------------- I
D
I I
I I I
]common ------ ]Brief ----- ] Jan -Dec
Osier
OUB---------------I
C
(Common ------ IBCief-----] Jan -Dec
pusleyPa
---------------
B/D
(None -------- I --- I ---
Pasquotank I
I
I I I
I
Po________________I
D
IRare-------- I
Ponzer ]
] ]
Pt ---------------- I
D
(Rare_-______1
Portsmouth I
I
I
Ro---------------- I
D
(Frequent ---- (Brief ----- I Nov -Apr
1
Roanoke I
] I
I
StA, StB ---------- I
B
(None -------- I --- ---
State
I 1
]
To________________ I
B/D
INone-------- I
1
Tomotley ]
I ]
Ud*. I
I
I
Udorthents I
I I
I I
I
We ---------------- I
D
(None -------- I
Wahee ]
i ]
WnB--------------- I
A
(None -------- I
Wands I
B/D (Rare -------- I ---
Wasda
I I I i
I I I I
1.5-3.OIApparentlNov-MaylLow------ ILOw.
1 1 1 1
0-0.51ApparentlDec-Aprl Low ------(High.
I I I I
I I I I
0-1.OIApparentlNov-MarlHigh----- (High.
I I
I I I I
1.5-3.OIApparentlDec-MaylLow------ I High.
I I I I
1.0-2.0IAPparentlDec-Marl High-----IModerate..
I I I I
I I I I
0-1.OIApparentlDec-Mayl High -----(High.
I I I I
I I I I
0-1.01ApparentlDee-Aprl High----- migh.
I I I I
I I I 1
0-1.OIApparentlNov-MaylHigh----- IH1gh.
14.0-6.01APparent
I I
I
I 0-1.0IApparent
I I
II I
I I
I 1
10.5-1.51Apparent
I I
I >6.o ] ---
Dec-JunlModerate 11 High.
I
I I
Dec -Marl High -----[High.
I I
II I
I
Dec-tAarl High -----(High.
--- (Low------
0-1.OIApparentlDec-MaylHigh-----(High.
* See description of the map unit for -composition and behavior characteristics of the map unit.