SW7111106_HISTORICAL FILE_20201216

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW—d
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE(
YYYYMMDD

ROY COOPER
Governor
MICHAEL S. REGAN
Secretory
BRIAN WRENN
Director
NORTH CAROLINA
Environmental Quality
December 16, 2020
Tanglewood Crossing, LLC
Attn.: Mehul Shah, Managing Member
1660 Spring House Trail
Virginia Beach, VA 23455
Subject: Approved Plan Revision
Parkway South at Tanglewood — Phase 2
Stormwater Project No. SW7111106
Pasquotank County
Dear Mehul Shah:
On December 15, 2020, the Washington Regional Office received a Plan Revision
request for Stormwater Management Permit Number SW7111106.
The plan revision request is for the following:
Dividing Lot 9 into two lots being 9A and 9B and dividing the associated Lot 9
BUA as 32,813 and 28,465 square feet respectively. The lot line for lots 10
and 11 has been adjusted with no change in allotted BUA. Permit Table A has
been change accordingly and attached and is a part of the permit.
Based on the current Division of Energy, Mineral, and Land Resources Guidance
on this issue your plan revision request is hereby approved. Please incorporate this
approval into your existing plan set and permit file.
Please be aware that all terms and conditions of the permit issued on January 13,
2020 remain in full force and effect. Please also understand that the approval of this
revision to the approved plans for the subject State Stormwater Permit is done on a case -
by -case basis. Any other changes to this project must be submitted to and approved
through the Division of Energy, Mineral, and Land Resources prior to construction. The
issuance of this plan revision does not preclude the permittee from complying with all
other applicable statutes, rules, regulations or ordinances which may have jurisdiction
over the proposed activity, and obtaining a permit or approval prior to construction
If you have any questions, or need additional information concerning this matter,
please contact me at [phone].
Sincerely,
IL
William Carl Dunn, PE
Environmental Engineer
cc: Kim Hamby —Timmons Group ([e-mail])
Pasquotank County Inspections (Bobby Micklewright - [e-mail])
Washington Regional Office
E ®'� North Carolina Department of Environmental Quality i Divisiun of Energy. Mineral and Land Resources
_ Washington Regional Office i n43 Washington Square hall I Wasnington. North Carolina 2788g
o.Ammmm�..m m.im\_� 252294bb461

Table A (Revised 12/16/2020)
Lot# Lot Size (so Allowable BUA Cso
9A 54,263 32,813
9B
35,357
28,465
10
68,706
48,746
11
77,797
53,531
12
75,516
53,482
19
536,846
91,264
Lots Total:
Road & Sidewalk
308,301 sf
37,414 sf

Qi-
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Director
NORTH CAROLINA
Environmental Quality
December 3, 2020
Tanglewood Crossing, LLC
Attn.: Mehul Shah, Managing Member
1660 Spring House Trail
Virginia Beach, VA 23455
Subject: Approved Plan Revision
Parkway South at Tanglewood — Phase 2
Stormwater Project No. SW7111106
Pasquotank County
Dear Mehul Shah:
On November 30, 2020, the Washington Regional Office received a Plan Revision
request for Stormwater Management Permit Number SW7111106.
The plan revision request is for the following:
Dividing Lot 9 into two lots being 9A and 9B and dividing the associated Lot 9
BUA as 45,189 and 17,547 square feet respectively. The lot line for lots 10
and 11 has been adjusted with no change in allotted BUA. Permit Table A has
been change accordingly and attached and is a part of the permit.
Based on the current Division of Energy, Mineral, and Land Resources Guidance
on this issue your plan revision request is hereby approved. Please incorporate this
approval into your existing plan set and permit file.
Please be aware that all terms and conditions of the permit issued on January 13,
2020 remain in full force and effect. Please also understand that the approval of this
revision to the approved plans for the subject State Stormwater Permit is done on a case -
by -case basis. Any other changes to this project must be submitted to and approved
through the Division of Energy, Mineral, and Land Resources prior to construction. The
issuance of this plan revision does not preclude the permittee from complying with all
other applicable statutes, rules, regulations or ordinances which may have jurisdiction
over the proposed activity, and obtaining a permit or approval prior to construction
If you have any questions, or need additional information concerning this matter,
please contact me at [phone].
Sincerely,
William Carl Dunn, PE
Environmental Engineer
CC: Kim Hamby — Timmons Group ([e-mail])
Pasquotank County Inspections (Bobby Micklewright - [e-mail])
Washington Regional Office
North Carolina Department of Environmental Qualitv I Division of Energy. Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mall I Washington. North Carolina 27889
,uanw rruttew
252.946.6451

X
Table A
Lot# Lot Size (sf) Allowable BUA (sf)
9A 56,939 45,189
9B 32,682 17,547
10 64,994 48,747
11 75,509 53,531
12 75,516 53,482
19 536,846 91,264
Lots Total: 309,759 sf
Road & Sidewalk
37,414

No%/to
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
NORTH CAROLINA
Environmental Quality
January 13, 2020
Tanglewood Crossing, LLC
Attention: Mr. Mehul S. Shah, Managing Member
1660 Spring House Trail
Virginia Beach, VA 23455
Subject: Stormwater Permit No. SW111106 Renewal
Parkway South at Tanglewood — Phase 2
High Density Stormwater Project
Pasquotank County
Dear Mr. Shah:
The Washington Regional Office received a Stormwater Management Permit
Application for renewal of the subject permit on December11, 2019. Staff review of the
application has determined that the permit can be reissued. We are forwarding Permit
No. SW7111106 dated January 13, 2020, for the continued operation of the subject
project. Please note that you must still submit a certification that the wet pond
was constructed according to approved plans as required by the permit.
This permit, upon its effective date, will replace all previous State Stormwater permits for
this project. This permit shall be effective from the date of issuance until January 12, 2028
and shall be subject to the conditions and limitations as specified therein, and does not
supercede any other agency permit that may be required. Please pay special attention to
the Operation and Maintenance requirements in this permit. Failure to establish an
adequate system for operation and maintenance of the stormwater management system
will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request an adjudicatory hearing upon written request within thirty (30)
days following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the
Office of Administrative Hearings, 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].
Sincerely,
oger K. Thorpe
Environmental Engineer
North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Washington Regional Office 1943 Washington Square Mall I Washington, North Carolina 27889
on.u.ma erw.iwwm 252.946.6481

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
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
Tanglewood Crossing, LLC
Parkway South at Tanglewood — Phase 2
Pasquotank County
FOR THE
construction, operation and maintenance of a wet pond in compliance with the provisions
of 15A NCAC 2H .1000 (hereafter referred to as the "stormwaterrules') 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.
This permit shall be effective from the date of issuance until January 12, 2028 and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.5 of this permit. The subdivision is permitted for 5
lots, each allowed (see Table "A") square feet of built -upon area.
3. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.

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 the
approved plans.
5. The following design elements have been permitted for this wet pond stormwater
facility, and must be provided in the system at all times.
a. Drainage Area, ft2:
b. Design Storm:
c. Total Impervious Surfaces, ft2:
d. Pond Depth, feet:
e. TSS removal efficiency:
f. Permanent Pool (PP) Elevation, FMSL:
g. Permitted Surface Area @PP, ft2:
h. Permitted Storage Volume, ft3:
i. Temporary Storage Elevation, FMSL:
j. Controlling Orifice:
k. Forebay Volume, ft3:
I. Permanent Pool Volume, ft3:
m. Maximum Fountain Horsepower:
n. Receiving Stream / River Basin:
o. Stream Index Number:
p. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
575,863
1.01,
347,173 (see Table "A")
5.0
90%
9.00
26,506
28,45D
9.98
3.0"0 pipe
26,609
118,202
1/3 HP
Knobbs Creek / Pasquotank
30-3-8
"C; Sw"
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for the
entire lot, including driveways and sidewalks, does not exceed the allowable built -
upon area. Once the lot transfer is complete, the built -upon area may not be
revised without approval from the Division, and responsibility for meeting the built -
upon area limit is transferred to the individual property owner.

3. If an Architectural Review Board or Committee is required to review plans for
compliance with the BUA limit, the plans reviewed must include all proposed built -
upon area. Any approvals given by the Board do not relieve the homeowner of the
responsibility to maintain compliance with the permitted BUA limit.
4. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of all or part of the project area. The
project area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval or a CAMA Major permit
was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
The Director may determine that other revisions to the project should require a
modification to the permit.
6. 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.
7. The stormwater management systems shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any built -
upon surface.
8. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
9. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received from
an appropriate designer for the system installed certifying that the permitted facility
has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
10. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
11. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.

12. Prior to transfer of the permit, the stormwater facilities will be inspected by Division
personnel. The facility must be in compliance with all permit conditions. Any items
not in compliance must be repaired or replaced to design condition prior to the
transfer. Records of maintenance activities performed to date will be required.
13. 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.
14. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW7111106, 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.
The maximum built -upon area per lot is (See Table "A") square feet. This
allotted amount includes any built -upon area constructed within the lot
property boundaries, and that portion of the right-of-way between the front
lot line and the edge of the pavement. Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina
and parking areas, but does not include raised, open wood decking, or the
water surface of swimming pools.
g. Lots within CAMA's Area of Environmental Concern may be subject to a
reduction in their allowable built -upon area due to CAMA regulations.
h. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales and
directing them into the pond or street. Lots that will naturally drain into the
system are not required to provide these measures.
Built -upon area in excess of the permitted amount will require a permit
modification.
Each lot within the subdivision whose ownership is not retained by the
permittee, must submit a separate Offsite Stormwater Management Permit
application package .to the Division and receive a permit prior to any
construction on the lot.

15. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, bear the signature of the Permittee,
the deed book number and page, and stamp/signature of the Register of Deeds.
16. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel,
brick, stone, slate, coquina and parking areas, but does not include raised, open
wood decking, or the water surface of swimming pools.
17. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing,
may be used only if they draw water from the surface in the deepest part of
the pond.
c. The falling water from the fountain must be centered in the pond, away from
the shoreline.
d. The maximum horsepower for the fountain's pump is based on the permanent
pool volume. The maximum pump power for a fountain in this pond is 1/3 HP
18. The permittee shall at all times provide the operation and maintenance necessary
to assure that all components of the permitted stormwater system function at
optimum efficiency. The approved Operation and Maintenance Plan must be
followed in its entirety and maintenance must occur at the scheduled intervals
including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. Mowing and 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 structures, orifice, catch basins and piping.
g. Access to all components of the system must be available at all times.
19. Records of maintenance activities must be kept and made available upon request
to authorized personnel of the Division. The records will indicate the date, activity,
name of person performing the work and what actions were taken.
20. Access to the stormwater facilities shall be maintained via appropriate. easements
at all times.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and.
approval by the Director. In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a
"Name/Ownership Change Form" must be submitted to the Division accompanied
by appropriate documentation from the parties involved. This may include, but is
not limited to, a deed of trust, recorded deed restrictions, Designer's Certification
and a signed Operation and Maintenance plan. The project must be in good

standing with the Division. The approval of this request will be considered on its
merits and may or may not be approved.
2. The permittee is responsible for compliance with all of the terms and conditions of
this permit until such time as the Director approves the transfer request.
3. 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 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or. ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The 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.
7. Permittee grants permission to staff of the Division to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
8. The permittee shall notify the Division of any name, ownership or mailing
address changes within 30 days.
9. This permit shall be effective from the date of issuance until January 12, 2028.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
10. A copy of the approved plans and specifications shall be maintained on file by the
Permittee at all times.
11. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
Permit issued this the 13th day of January 2020.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
S. Daniel Smith, Director
Division of Energy, Mineral, and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW7111106

Parkway South at Tanglewood — Phase 2 Page 1 of 2
Stormwater Permit No. SW7111106
Pasouotank County
Designer's Certification
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
SEAL
Signature
Registration Number
Date

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

RQ.v i s4
Table "A"
Lot #
Lot Size (st)
Allowable BUA(sfl
9
89,623
62,736
10
64,994
48,746
11
75509
53531
12
75,516
53,482
19
536,846
91 264
Lots oa:
Isf
Road & Sidewalk 37,414 sf

Table A
Lot#
Lot Size (sf)
Allowable BUA
9A
56,939
45,189
9B
32,682
17,547
10
64,994
48,747
11
75,509
53,531
12
75,516
53,482
19
536,846
91,264
Lots Total:
309,759 sf
Road & Sidewalk
37,414

® 1805 West City Drive
P 252.621.5030
Unit F252.562.6974
TIMMONS GROUP
Elizabeth City, NC 27909 www.timmons.com
November 24, 2020
Mr. Carl Dunn
RECEIVED NOV 3 0 20Z0
Dept. of Environmental Quality
Division of Energy, Mineral and Land Resources
943 Washington Square Mall
Washington, NC 27889
RE: Stormwater Management Permit Modification
Express Review
Parkway South
SW 7111106
Timmons Project No. 45375
Dear Mr. Dunn:
Enclosed for your review and approval, please find two hard copies and a disc containing a PDF of each
of the following:
1. The Amended Preliminary Plat and the Amended Final Plat for Parkway South at Tanglewood.
(Hard copies include one full size and one reduced copy of each plat.)
2. The executed Stormwater Permitting Form 7: Minor Modification
3. Draft restrictive covenants titled "Sixth Supplemental Declaration of Tanglewood South, A
Planned Community'.
4. A letter agreeing to fil the covenants upon recordation of final plat but indicating that all lots are
not included in the current phase.
5. A check in the amount of $1,500.00 for Express Review
This modification is being fled due to a division of the currently permitted Lot 9 into two lots: 9A & 9B.
The coverage allotted to Lot 9 (89,621 sf) has been divided between the two new lots: 56,939 sf for Lot
9A and 32,682 sf for Lot 9B. The modification is also correcting coverage limitations on existing lot 10
and future lot 11 due to a shift in the property line that occurred previously.
Upon approval of this modification, the City will approve the final plat and covenants for recordation.
If you have any questions or require any additional information, please do not hesitate to contact me at
[phone].
Sincerely,
Timmons Group
-"0.-� C", �
Kimberly D. Hamby, PE
Sr. Project Manager
cc: file
Mr. Fain Hicks
Mr. Mehul Shah
Mr. Matt Widmaier
ENGINEERING I DESIGN I TECHNOLOGY

RECEIVED NOY 3 01010
Prepared by and return to Thomas P. Nash, IV, 200 N. Water St. #2A, Elizabeth
City, NC 27909
STATE OF NORTH CAROLINA
COUNTY OF PASQUOTANK
SIXTH SUPPLEMENTAL DECLARATION
OF TANGLEWOOD SOUTH, A PLANNED COMMUNITY
THIS SIXTH SUPPLEMENTAL DECLARATION OF TANGLEWOOD SOUTH, A
PLANNED COMMUNITY is made this day of November, 2020, by
17 SOUTH DEVELOPMENT, LLC, a North Carolina limited liability
company (hereinafter referred to as "Declarant"), TANGLEWOOD
CROSSING, LLC, a North Carolina limited liability company
(hereinafter referred to as "Tanglewood Crossing"); TW ELIZABETH
CITY REAL ESTATE, LLC, a Georgia limited liability company
(hereinafter referred to as ("TW Elizabeth City"); and
TANGLEWOOD CROSSING DEVELOPMENT, LLC, a North Carolina limited
liability company (hereinafter referred to as "Tanglewood
Crossing Development");the parties hereto hereinafter
collectively referred to as "Parties";
RECITALS:
A. Declarant filed a Declaration for Tanglewood South, a
Planned Community on February 26, 2008, in Deed Book 1008, Page
821, as supplemented by First Supplemental Declaration of
Tanglewood South on March 3, 2008 in Deed Book 1009, Page 691,
Second Supplemental Declaration of Tanglewood South on April 30,
2008, in Deed Book 1017, Page 803, Third Supplemental of
Tanglewood South on May 30, 2008, in Deed Book 1021, Page 222,
Fourth Supplemental Declaration of Tanglewood South on October
13, 2008 in Deed Book 1034, Page 250, and by Fifth Supplemental
Declaration of Tanglewood South on June 11, 2012 in Deed Book
1142, Page 303 and as amended by First Amendment to Declaration

of Tanglewood South on April 30, 2008, in Deed Book 1017, Page„
791 and by Second Amendment to Declaration of Tanglewood South''
on June 16, 2010, in Deed Book 1089, Page 574, all in the
Pasquotank County Registry (collectively the "Declaration").
B. Pursuant to Deed recorded in Book 1274, Page 329, TW
Elizabeth City is the owner of Lot 9, Phase 2A, Parkway South at
Tanglewood as shown on plat recorded in Plat Book 55, at Pages
33 and 34, Pasquotank County Registry.
C. Pursuant to Deed recorded in Book 1143, Page 181,
Pasquotank County Registry, Tanglewood Crossing Development is
the owner of Lot 10, Phase 2A, Parkway South at Tanglewood as
shown on plat recorded in Plat Book 55, at Pages 33 and 34,
Pasquotank County Registry.
D. Tanglewood Crossing is the current holder of State
Storm Water Permit Number SW7111106.
E. TW Elizabeth City desires to further divide Lot 9 into
Lot 9A and Lot 9B as more particularly described in Exhibit "A"
attached hereto and made a part hereof.
F. Due to the division of Lot 9 and the adjustment of the
dividing line between Lots 10 and 11, which adjustment took
place post construction, it is necessary to put in place certain
covenants pertaining to storm water management for the real
property described in Exhibit "A" and to amend the Declaration
as hereinafter set forth.
G. Pursuant to the provisions of Section 9.1.1 of the
Declaration, a supplemental declaration recorded pursuant to
this section by the Declarant shall not require the consent of
any person except the owner of such property, if other than the
original Declarant.
H. Pursuant to the provisions of Section 9.3 of the
Declaration, Declarant may subject any portion of Tanglewood
South to additional covenants and easements and if property is
owned by someone other than Declarant, then the consent of the
Owner shall be necessary and shall be evidenced by the execution
of the Supplemental Declaration by such owner.
NOW, THEREFORE, for and in consideration of the premises,
the Parties hereto hereby covenant and agree as follows:

1. That the covenants and restrictions contained in the
Declaration as amended and supplemented are hereby to run with
the land and the lots described in Exhibit "A" and said
covenants and restrictions shall be binding on all parties,
entities or persons purchasing real property shown on the said
Exhibit "A" and their heirs or designees or any persons claiming
under them.
2. The following covenants and restrictions are to run
with the Lots described in Exhibit "A", shall be binding on all
persons and parties claiming under them and are intended to
ensure ongoing compliance with State Stormwater Management
Permit Number SW7111106 as issued by the Division of Energy,
Mineral and Land Resources under the Stormwater Management
Regulations:
(a) These 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.
(b) Alteration of drainage as shown on the approved
plan'may not take place without the concurrence of the Division
of Energy, Mineral and Land Resources.
(c) The maximum built upon areas for the Lots
described in Exhibit "A" shall be as follows:
Lot
9A
56,939
sq.
ft.
BUA =
45,189
sq.
ft.
Lot
9B
32,682
sq.
ft.
BUA =
17,547
sq.
ft.
Lot
10
68,706
sq.
ft.
BUA =
46,746
sq.
ft.
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 and parking areas, but does not include raised, open
wood decking, or the water surface of swimming pools.
(d) All runoff from the built upon areas on the Lots
must drain into the permitted system. This may be accomplished
through a variety of means including roof drain gutters which
drain to the street, grading the lot to drain towards the
street, or grading perimeter swales to collect the lot run off
and directing them into the component of the stormwater

u
collection system. Lots that will naturally drain into the
system are not required to provide these additional measures.
IN WITNESS WHEREOF, the Parties hereto have caused
this Sixth Supplemental Declaration of Tanglewood South, a
Planned Community to be duly executed as of the day and year
first above written.
DECLARANT
17 SOUTH DEVELOPMENT, LLC, a North Carolina
limited liability company
By: (SEAL)
John S. Crouse, Member/Manager
TANGLEWOOD CROSSING, LLC, a North Carolina
limited liability company
By; (SEAL)
Mehul S. Shah, Managing Member
TW ELIZABETH CITY REAL ESTATE, LLC, a
Georgia limited liability company
By; (SEAL)
Robert Fain Hicks, IV, Member/Manager
TANGLEWOOD CROSSING DEVELOPMENT, LLC, a
North Carolina limited liability company
By: (SEAL)
Mehul S. Shah, Managing Member
STATE OF
COUNTY OF
I, , a Notary Public for the said County and
State do hereby certify that John S. Crouse personally came
before me this day and acknowledged that he is Member/Manager of
17 South Development, LLC, a North Carolina limited liability
company and that he as Member/Manager, being authorized to do
so, executed the foregoing on behalf of the company and as such
personally appeared before me this day and acknowledged the due
execution of the foregoing instrument on behalf of the Company.

Witness my hand and official seal this day of
2020.
My Comm. Exp.:
Notary Public
Printed Name of Notary Public:
STATE OF
COUNTY OF
I, , A Notary Public for the said County and
State do hereby certify that Mehul S. Shah personally came
before me this day and acknowledged that he is Managing Member
of Tanglewood Crossing Development, LLC, a North Carolina
limited liability company and that he as Managing Member, being
authorized to do so, executed the foregoing on behalf of the
company and as such personally appeared before me this day and
acknowledged the due execution of the foregoing instrument on
behalf of the Company.
Witness my hand and official seal this day of
2020.
My Comm. Exp.:
Notary Public
Printed Name of Notary Public:
STATE OF
COUNTY OF
I, , A Notary Public for the said County and
State do hereby certify that Robert Fain Hicks, IV personally
came before me this day and acknowledged that he is
Member/Manager of TW ELIZABETH CITY REAL ESTATE, LLC, a Georgia
limited liability company and that he as Member/Manager, being

authorized to do so, executed the foregoing on behalf of the
company and as such personally appeared before me this day and
acknowledged the due execution of the foregoing instrument on
behalf of the Company.
Witness my hand and official seal this day of
2020.
My Comm. Exp.:
Notary Public
Printed Name of Notary Public:
STATE OF
COUNTY OF
I, , A Notary Public for the said County and
State do hereby certify that Mehul S. Shah personally came
before me this day and acknowledged that he is Managing Member
of Tanglewood Crossing, LLC, a North Carolina limited liability
company and that he as Managing Member, being authorized to do
so, executed the foregoing on behalf of the company and as such
personally appeared before me this day and acknowledged the due
execution of the foregoing instrument on behalf of the Company.
Witness my hand and official seal this day of
2020.
My Comm. Exp.:
Notary Public
Printed Name of Notary Public:
[\tanglwood south 6t' sup. declaration 11-20-20

EXHIBIT "A"
Being Lots 9A, 9B and 10 as described and delineated on plat
prepared by the Timmons Group entitled in part 'Cover Sheet for
Amended Final Plat of Parkway South at Tanglewood - Phase 2A,
City of Elizabeth City, Pasquotank County, North Carolina,"
which plat is recorded in Map Book Pages and
Pasquotank County Registry.

November 20, 2020
RECEIVED NOV 3 01010
Dear Sir or Madam:
Enclosed please find submittal requirements for Stormwater Permitting — Minor
Modification for the referenced lots. Please be advised that while all lots are listed with
this Application, we reserve the right to bring the referenced lots under the covenants in
phases.
Please advise of any additional documentation you may require regarding this
Application.
Thank you for your assistance in this matter.
Regards,
Fain Hicks
[phone]

COVER SHEET FOR AMENDED FINAL PLAT OF
PARKWAY SOUTH AT TANGLEWOOD - PHASE 2A
CITY OF ELIZABETH CITY PASQUOTANK COUNTY NORTH CAROLINA
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TIMMONS GROUP_
Mr. Roger Thorpe
Dept. of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
943 Washington Square Mall
Washington, NC 27889
RE: Stormwater Certification
Tanglewood Crossing, LLC
Parkway South at Tanglewood — Phase 2
SW Permit No. SW 7111106
Project No. 46562
Dear Mr. Thorpe:
1805 West City Drive
Unit E
Elizabeth City, NC 27909
P 252.621.5030
F 252.562.6974
www.timmons.com
RKMVF.➢ NOV 2 0 2020
Enclosed please find the designer's certification for the above referenced project.
Please note that the detention pond was inspected and found to not be in compliance when the
permit was renewed earlier this year. Work has now been performed to complete the
construction and correct deficiencies. We completed our inspection of the pond today and have
found it to be constructed in accordance with the design. There are portions of the banks that
were regraded and disturbed as part of the completion of the work that are not currently
vegetated as the work was completed late last week. These areas have been seeded.
If you have any questions or require any additional information, please do not hesitate to contact
me at [phone].
Sincerely,
Timmons Group
Kimberly D. Ham y, PE
Sr. Project Manager
cc: file
Mr. Mehul Shah, Tanglewood Crossing, LLC
Mr. Fain Hicks
Mr. Matt Widmaier, Track West Partners
ENGINEERING I DESIGN I TECHNOLOGY

North Carolina Secretary of State Search Results
Page 1 of']
Limited Liability Company
Legal Name
Tanglewood Crossing, LLC
Information
Sosld: 1231171
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 11/22/2011
Registered Agent: Gunther, Rachel
Addresses
Reg Office
147 N Church St
Hertford, NC 27944-1103
Principal Office
1660 Spring House Trail
Virginia Beach, VA 23455
Company Officials
Reg Mailing
147 N Church St
Hertford, NC 27944-1103
Mailing
1660 Spring House Trail
Virginia Beach, VA 23455
RECEIVED-�:4112010
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Member
Mehul S Shah
1660 Spring House Trail
Virginia Beach VA 23455
https://www.sosnc.gov/online_services/search/l3usiness_lZegislration_Results 12/5/2019

Roy coorfR
MICHAN. S. RFGAN
e"Uh? r
5. DANIEL SMITH
:Hi r:.,,,,.
Tanglewood Crossing, LLC
Attention: Mehul Shah
1660 Spring House Trail
Virginia Beach, VA 23455
Dear Mehul Shah:
i ('!',I if <!,VROUNA
enviromnrnial Qu hry
June 26, 2019
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7111106
Parkway South at Tanglewood — Phase 2
Elizabeth City, Pasquotank County
KcAf\d
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SV 7111106 for a stormwater treatment system consisting of a wet
detention pond serving Parkway South at Tanglewood — Phase 2 located in Elizabeth
City, NC expires on January 11, 2020. 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. Also, it was noted in the file review that a designer's certification that the
project was constructed in accordance with the approved plans as required by the
permit has not been submitted. Please include this with your application. Permit
application forms for renewal can be found on our website at
li4" i a1'('.i L, _1 M.at 1 It I _ ..'-I;(i r. 1' Ilir'„li ',,F. �.i'_ I F i..•,i' _:Ss S:Y it�.l It i.iJ l_
LY�.
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 i
Sincerely,
eoter K. Thorpe
Environmental Engineer
Not h Carolh:2 Dmpgrtnte] of FLtv7roiuttemal Qualify I Division of 1',wr9y. Min eral and Land ltesuurrea
wasDingin,r Rugiounl i�lflro I O,1j We:.hlogtnn Squareblall l W;rshington. Non h Cnrolinn N669
252..946.6481

-n
Thorpe, Roger
From: Dumpor, Samir
Sent: Friday, November 22, 2019 8:56 AM
To: Thorpe, Roger
Subject: FW: [External] SW111106 - Parkway South at Tanglewood - Phase 2
Please see Kim's email.
Thanks
Samir
Samir Dumpor, PE
Regional Engineering Supervisor II
Division of Energy, Mineral, and Land Resources
Department of Environmental Quality
252-948-3859 office
samir.dumoor(ancdenr.gov
943 Washington Square Mall
Washington, NC 27889
Nothing Compares„
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Kim Hamby [mailto:Kim. [e-mail]]
Sent: Thursday, November 21, 2019 S:09 PM
To: Dumpor, Samir <[e-mail]>
Subject: [External] SW111106 - Parkway South at Tanglewood - Phase 2
Good evening Samir.
I wanted to touch base with you regarding the renewal of the above referenced permit. Mr. Mehul Shah of Tanglewood
Crossing, LLC has hired us to inspect his stormwater pond so it can be certified for his permit renewal. We actually had
to coordinate with a contractor to pump the pond down to be able to inspect as the water surface was above the
outflow structure and we could not even tell it was installed. Based on this, I instruction Mr. Shah to file his renewal
application and pay his fee while we worked on getting the inspection done. That conversation took place a little more
than a week ago, so I am hoping you are in receipt of his renewal.
There are definitely some deficiencies as you can imagine based on the fact that we could not see the outflow
structure. I will be in touch with you soon to discuss the overall situation and how to best correct the problems, but I did
want you to know that Mr. Shah has retained our services and is doing what he can to get this into compliance.

Thank you,
Kimberly D. Hamby, PE
Senior Project Manager
TIMMONS GROUP I www.timmons.com
1805 West City Drive, Unit E I Elizabeth City, NC 27909
Office: 252.621.5029 1 Fax: [phone]
Mobile: [phone] kim.ham bv(a)timmons.com
Your Vision Achieved Through Ours
To send me files greater than 20MB click here.

Thorpe, Roger
From:
Sent:
To:
Subject:
Attachments:
Sean
Attached is a copy of the permit.
Roger
Thorpe, Roger
Tuesday, September 03, 2019 8:59 AM
Sean Robey
RE: [External] Mehul Shah
Parkway South @ Tanglewood SD - Ph 2.pdf
From: Sean Robey <[e-mail]>
Sent: Friday, August 23, 2019 5:46 PM
To: Thorpe, Roger<[e-mail]>
Subject: [External] Mehul Shah
r ., i a'?': External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
Roger,
Mehul has asked me to look into his project on Halstead Blvd. He has asked for a proposal to do the certification of
installed facilities and the stormwater renewal. He has not provided me with the original permit. Can you provide a
copy?
S W 7111106.
Thanks,
Sean C Robey, PE
EASTERN CAROLINA ENGINEERING, PC
Camden, North Carolina
O 252.335.1888
C 252.339.1745

North Carolina Secretary of State Search Results
Page I of I
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online
Add Entity to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form • Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
Tanglewood Crossing, LLC
Information
Sosld: 1231171
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 11/22/2011
Registered Agent: Gunther, Rachel
Addresses
Reg Office Reg Mailing
147 N Church St 147 N Church St
Hertford, NC 27944-1103 Hertford, NC 27944-1103
Principal Office
'1660 Spring House Trail
Virginia Beach, VA 23455
Company Officials
Mailing
1660 Spring House Trail
Virginia Beach, VA 23455
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Member
Mehul S Shah
1660 Spring House Trail
Virginia Beach VA 23455
https://www.sosnc.gov/online_services/search/Business_Registration—Results 6/26/2019

, 07� i LIMITED LIABILITY COMPANY ANNUAL REPORT
i0R0U-
NAME OF LIMITED LIABILITY COMPANY: Tanglewood Crossing, LLC
SECRETARY OF STATE ID NUMBER: 1231171 STATE OF FORMATION: NC
REPORT FOR THE CALENDAR YEAR: 2019
SECTION A:
1. NAME OF REGISTERED AGENT: Gunther. Rachel
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE
E - Filed Annual Report
1231171
CA201909803852
4/8/2019 11:43
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
147 N Church St
147 N Church St
Hertford, NC 27944-1103 Perquimans County Hertford, NC 27944-1103
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate
2. PRINCIPAL OFFICE PHONE NUMBER: [phone]
4. PRINCIPAL OFFICE STREET ADDRESS
1660 Spring House Trail
Virginia Beach, VA 23455
3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
5. PRINCIPAL OFFICE MAILING ADDRESS
1660 Spring House Trail
nia Beach, VA 23455
6. Select one of the following If applicable. (Optional see instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: Mehul S Shah
TITLE: Member
ADDRESS:
1660 Spring House Trail
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
Virginia Beach, VA 23455
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
Mehul S Shah
SIGNATURE
Forth must be signed by a Company Official listed under Section C of This form.
4/8/2019
Mehul S Shah Member
Print or Type Name of Company Official Pdnt or Type Title of Company Official
This Annual Report has been filed electronically.
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525. Raleigh, NC 27626-0525

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P.E. Dee Freeman
Governor Director Secretary
uary
Mr. Mehul Shah, Managing Member
Tanglewood Crossing, LLC
1108 Tidewater Drive
Norfolk, VA 23504
Subject: Stormwater Permit No. SW7111106
Parkway South at Tanglewood — Phase 2
High Density Subdivision Project
Pasquotank County
Dear Mr. Shah:
The Washington Regional Office received a complete Stormwater Management Permit
Application for Parkway South at Tanglewood — Phase 2 on November 16, 2011 and additional
information on January 9, 2012. 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. SW7111106, dated January 11, 2012, for the
construction of the project.
This permit shall be effective from the date of issuance until January 11, 2020, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 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].
SiI
ncere) ,
AA1✓� i---)' I
-
odgee
Regional Supervisor
Surface Water Protection Section
AH/sd: K:\SD\Permits-Wet Pond\SW7111106
cc: John Zaszewski, PE, Bowman Consulting, Ltd. (1561 Bradford Road, Suite 202,
Virginia Beach, VA 23455 jewta I
P squotank County Inspections
,vashington Regional Office
North Carolina Division of Water Quality Internet: www.newateruualitv.ore
943 Washington Square Mall Phone: [phone] One
Washington, NC 27889 FAX [phone] North{�/p
C�arohna
An Equal OpportunitylAffnnarve Action Employer —50%Recycled110% Post Consumer Paper mat' "ally

State Stormwater Management Systems
Permit No. SW7111106
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
Tanglewood Crossing, LLC
Parkway South at Tanglewood — Phase 2
Pasquotank County
FOR THE
construction, operation and maintenance of a wet pond in compliance with the provisions
of 15A NCAC 2H .1000 (hereafter referred to as the "stormwaterrules') and the approved
stormwater management plans and specifications and other supporting data as attached
and on file with and approved by the Division of Water Quality and considered a part of this
permit.
This permit shall be effective from the date of issuance until January 11, 2020 and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.5 on page 3 of this permit. The subdivision is
permitted for 5 lots, each allowed (see Table "A") square feet of built -upon area.
3. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit.
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 the approved
plans.
Page 2 of 10

State Stormwater Management Systems
Permit No. SW7111106
5. The following design elements have been permitted for this wet pond stormwater
facility, and must be provided in the system at all times.
a.
Drainage Area, ft2:
575,863
b.
Design Storm:
1.01,
c.
Total Impervious Surfaces, ft2:
347,173 (see Table "A")
d.
Pond Depth, feet:
5.0
e.
TSS removal efficiency:
90%
f.
Permanent Pool (PP) Elevation, FMSL:
9.00
g.
Permitted Surface Area @PP, ft2:
26,506
h.
Permitted Storage Volume, ft3:
28,450
i.
Temporary Storage Elevation, FMSL:
9.98
j.
Controlling Orifice:
3.0"0 pipe
k.
Forebay Volume, ft3:
26,609
I.
Permanent Pool Volume, ft3:
118,202
m. Maximum Fountain Horsepower: 1/3 HP
n. Receiving Stream / River Basin: Knobbs Creek / Pasquotank
o. Stream Index Number: 30-3-8
p. Classification of Water Body: "C; Sw"
II. SCHEDULE OF COMPLIANCE
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for the
entire lot, including driveways and sidewalks, does not exceed the allowable built -
upon area. Once the lot transfer is complete, the built -upon area may not be revised
without approval from the Division of Water Quality, and responsibility for meeting
the built -upon area limit is transferred to the individual property owner.
3. If an Architectural Review Board or Committee is required to review plans for
compliance with the BUA limit, the plans reviewed must include all proposed built -
upon area. Any approvals given by the Board do not relieve the homeowner of the
responsibility to maintain compliance with the permitted BUA limit.
4. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed below:
a. Any revision to the approved plans, regardless of size.
Page 3 of 10

State Stormwater Management Systems
Permit No. SW7111106
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of all or part of the project area. The
project area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval or a CAMA Major permit
was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. 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.
7. The stormwater management systems shall be constructed in it's entirety, vegetated
and operational for its intended use prior to the construction of any built -upon
surface.
8. During construction, erosion shall be kept to a minimum and any`eroded areas of
the system will be repaired immediately.
Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received from
an appropriate designer for the system installed certifying that the permitted facility
has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
10. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
11. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control Planning
and Design Manual.
12. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any items
not in compliance must be repaired or replaced to design condition prior to the
transfer. Records of maintenance activities performed to date will be required.
13. 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.
14. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The followingcovenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW7111106, as issued by
the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the
Page 4 of 10

State Stormwater Management Systems
Permit No. SW7111106
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 per lot is (See Table "A") square feet. This
allotted amount includes any built -upon area constructed within the lot
property boundaries, and that portion of the right-of-way between the front lot
line and the edge of the pavement. Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina
and parking areas, but does not include raised, open wood decking, or the
water surface of swimming pools.
g. Lots within CAMA's Area of Environmental Concern may be subject to a
reduction in their allowable built -upon area due to CAMA regulations.
h. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales and
directing them into the pond or street. Lots that will naturally drain into the
system are not required to provide these measures.
Built -upon area in excess of the permitted amount will require a permit
modification.
Each lot within the subdivision whose ownership is not retained by the
permittee, must submit a separate Offsite Stormwater Management Permit
application package to the Division of Water Quality and receive a permit
prior to any construction on the lot.
15. A copy of the recorded deed restrictions must be submitted to the Division within 30
days of the date of recording the plat, and prior to selling lots. The recorded copy
must contain all of the statements above, bear the signature of the Permittee, the
deed book number and page, and stamp/signature of the Register of Deeds.
16. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel,
brick, stone, slate, coquina and parking areas, but does not include raised, open
wood decking, or the water surface of swimming pools.
17. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing,
may be used only if they draw water from the surface in the deepest part of the
pond.
c. The falling water from the fountain must be centered in the pond, away from the
shoreline.
d. The maximum horsepower for the fountain's pump is based on the permanent
pool volume. The maximum pump power for a fountain in this pond is 1/3 HP
Page 5 of 10

State Stormwater Management Systems
Permit No. SW7111106
18. The permittee shall at all times provide the operation and maintenance necessary to
assure that all components of the permitted stormwater system function at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in its
entirety and maintenance must occur at the scheduled intervals including, but not
limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. Mowing and 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 structures, orifice, catch basins and piping.
g. Access to all components of the system must be available at all times.
19. 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.
20. Access to the stormwater facilities shall be maintained via appropriate easements at
all times.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a "Name/Ownership
Change Form" must be submitted to the Division of Water Quality accompanied by
appropriate documentation from the parties involved. This may include, but is not
limited to, a deed of trust, recorded deed restrictions, Designer's Certification and a
signed Operation and Maintenance plan. The project must be in good standing with
DWQ. The approval of this request will be considered on its merits and may or may
not be approved.
2. The permittee is responsible for compliance with all of the terms and conditions of
this permit until such time as the Director approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or
replacement stormwater management systems.
6. The 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.
7. Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
Page 6 of 10

State Stormwater Management Systems
Permit No. SW7111106
8. The permittee shall notify the Division of any name, ownership or mailing
address changes within 30 days.
This permit shall be effective from the date of issuance until January 11, 2020.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
10. A copy of the approved plans and specifications shall be maintained on file by the
Permittee at all times.
11. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit.
Permit issued this the 11th day of January, 2012.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7111106
Page 7 of 10

State Stormwater Management Systems
Permit No. SW7111106
Parkway South at Tanglewood — Phase 2
Stormwater Permit No. SW7111106
Pasquotank County
Designer's Certification
Page 1 of 2
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 8 of 10

State Stormwater Management Systems
Permit No. SW7111106
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved plan.
cc: NCDENR-DWQ Regional Office
Pasquotank County Building Inspections
Page 9 of 10

State Stormwater Management Systems
Permit No. SW7111106
Table "A"
Lot # Lot Size (st)
Allowable BUA(sfl
9
89,623
62,736
10
64,994
48,746
11
75,509
53531
12
75,516
53,482
19
536,846
91 264
Lots
oa:
9sf
Road & Sidewalk 37,414 sf
Page 10 of 10

MCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Division of Water Quality
Charles Wakild, P.E.
Director
January 5,_
Mr. Mehul Shah, Managing Member
Tanglewood Crossing, LLC
1108 Tidewater Drive
Norfolk, VA 23504
Dee Freeman
Subject: Request for Additional Information
Stormwater Permit No. SW7111106
Parkway South at Tanglewood — Phase 2
Pasquotank County
Dear Mr. Shah:
The Washington Regional Office received a Coastal Stormwater Permit Application for Parkway
South at Tanglewood — Phase 2 project on November 16, 2011. A preliminary review of that
information has determined that the application is not complete. The following information is
needed to continue the stormwater review:
The Stormwater Application lists drainage area as 576,299 sf, while the wet
detention basin supplement shows drainage area of 575,863 sf. Please revise.
Please revise erosion control notes to address recent changes to DWQ
Construction General Permit (August 2, 2011) issued as a part of Sediment and
Erosion Control permit (among others to provide ground cover within 7 and 14
days and to design a sediment basin with surface drawdown).
The requested information should be received in this Office prior to February 5, 2012, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. If you have any
questions concerning this matter please feel free to call me at [phone] or email me at
[e-mail].
Sincerely,
Samir Dumpor
Environmental Engineer
CC: John Zaszewski, P.E., Bowman Consulting Ltd. (1561 Bradford Road, Virginia
Beach, VA 23455)
Washington Regional Office
North Carolina Division of Water Quality Internet: www.ncNvaterqualitv.ore
943 Washington Square Mall Phone. [phone] One
Washington, NC 27889 FAX [phone] NorthCaroltna
An Equal Opportunity/Afdrmadve Action Employer —50% Recycledll 0% Post Consumer Paper ;Vat T{µ[(.il

Vi C K-0
• DWQ USE ONLY
Date Received
Pee Paid
Permit Number
Applicable Rides: ❑ Coastal SW — 1995 ❑ Coastal SW — 2008 ❑ Ph 11 - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
122
State of North Carolina RECEIVED
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORMS 16 2011
This firrru marl be pholocopied fi)r use as an original
1. GENERAL INFORMATION WQ_WARO
1. Project Name (subdivision, facility, or establishment name - should be consistent with iproject name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Parkway South at Tanglewood - Phase 2
2. Location of Project (street address):
Just East of the Intersection of Halstead Blvd. and Route'17 Bypass
City:Elizabeth City County:Pasquotank Zip:27909
3. Directions to project (from nearest major intersection):
lust East of the Intersection of Halstead Blvd and Route 17 Bypass turn onto Tanglewood Parkway South
4. Latitude:36° 17' 35" N L011gitudc:76° 17' 41" W of the main entrance to the project.
It. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a desigrner'e certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
�N� obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control: 10.36 ac of Disturbed Area
$ ❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
Forn1SWU-101 Version 07Jun2010 Page Iof6

III. CONTACT INFORMATION
I. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the oroiect):
Applicant/Organization:'ranglewood Crossing, LLC
Signing Official & Title:Mehu1 Shah, Managing Member
b.Contact information for person listed in item la above:
Street Address:1108 Tidewater Drive
City:Norfolk State:VA Zip:23504
Mailing Address (if applicable):1108 Tidewater Drive
City:Norfolk State:VA Zip:23504
Phone: (757 ) 965-8491
Emaibmshah « tmsenvirocon.com
Fax: (757 ) 965-8492
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property
Signing Official &
b.Contact information for person listed in item 2a above:
Street Address:
Mailing Address (if
Phone: ( ) Fax:
Email:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization: Bowman Consulting Ltd
Signing Official & Title:lohn Zaszewski, PE; Engineer
b. Contact information for person listed in item 3a above:
Mailing Address:1561 Bradford Road, 202
City:Virginia Beach State:VA Zip:23455
Phone: (757 ) 464-0622 Fax: (757 ) 313-9226
Email:[e-mail]
Form SWU-101 Version 071mi2010 Paoc 2 of 7

4. Local jurisdiction for building permits: Elizabeth City
Point of Contact: Phone #:
IV. PROJECT INFORMATION
1. In the space provided below, Maly summarize how the stormwa/rrunoff will be treated.
2. a. If claiming vested rights, identify the supporting doc eats provided and the date they were approved:
❑ Approval of Site Specific Developn eat Plan or P DApproval Date:
❑ Valid uilding Permit Issued Date:
® Othc : Sfonnwater Permit SW7071003 Date: October 15. 2007
b.If claimin ed-rig / he-eeg a o (s) the project has been designed in accordance with:
® Coastal SW —1995 ❑ Ph Il — Post C istruction
3. Stormwater runoff from this project drains t the Pasquotank River basin.
4. Total Property Area: 49.21 acres' S. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) — Total Coastal etlands Area (5) — Total Surface Water Area (6) = Total Project Area':
49.21 acres
Total project area shall be calc later io exclude the following: the normal cool of impounded structures, the area
bet meen the banks of sl reams errd r vers, the area belour I he Normal Hil lh Water (NHW) line or Mean High Water
(MHW) line, and coastal euetlam. landumrd froru the NHW (or MHW) line The resultant project area is used to
calculate overall percent built it on area (BUA). Non -coastal wetleouls landroard of the NHW (or MHW) line may be
included in the total projector r.
8- Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 16.20 '%
9. How many drainage areas oes the project have?1 (For high density, court 1 for each proposed engineered
stormeoater BMP. For 1071) it resit y and other projects, use 1 for the mhole property area)
10. Complete the following formation for each drainage area identified in Project Information item 9. If there
are more than four drai age areas in the project, attach an additional sheet with the information for each area
provided in the same f rmat as below.
Form SWU-101 Version 071un2010 Page 3 of 7

Basin Information
Draina e Area 1
Drainage Area
Dra` age Area
Drainage Area _
Receiving Stream Name
Knobbs Creek
l/
Stream Class *
C;Sw j
Stream Index Number *
30-3-8
Total Drainage Area (sf)
576,299
On -site Drainage Area (sf)
576,299
Off -site Drainage Area (sf)
0
Proposed Impervious Area** (sf)
347,173
OX, Impervious Area** (total)
60.24
Impervious— Surface Area
Draina e Area 1
Draina e A -ea _
Draina e Area _
Draina e Area _
On -site Buildings/Lots (sf)
N/A
On -site Streets (sf)
N/A
On -site Parking (sf)
N/A
On -site Sidewalks (sf)
N/A
Other on -site (sf)
N/A
Future (sf)
347,173
Off -site (sf)
N/A
Existing BUA*** (sf)
0
Total (sf):
347,173
Stream Class and Irides Number can be determined at:
Impervious area is dtfined as the built upon area ioclu
sidewalks, gavel areas, etc.
Report ordy that mnmmt n f esistinQ BUA that will r n
to be renmved and which will be replaced by neto B A.
but riot limited to, buildings, roads, parking areas,
after development. Do not report any esisling BUA that is
11. How was the off -site impervious area listed above determined? Provide documentation.
Praieets in Union County: Contact DWQ Central 01/o e st(i f to check if the project is located within a Threatened &
Endangered Species watershed that war be subject t more stringent stornnrarer requirements as per NCAC 02B .0000.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater managerneryt permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified f r this project. The latest versions of the forms can be downloaded
from htto://oortal.ncdenr.ore/web/wa/ s/su/bmo-manual.
VI. SUBMITTAL REQUIREME
Only complete application packages ill be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all oft a items listed below. A detailed application instruction sheet and BMP
checklists are available from htti)://k)ortal.ncdeiir.org/web/wq/WS/SLI/statesw/forms does. The complete
application package should be sub itted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the intYiractive online map at httV�://12ortal.ncdenr.org/web/wq/ws/su/mats.)
Please indicate that the followi
for each item. All original docul
for each submitted application
1. Original and one copy of
2. Original and one copy of
Form. (if required as per
3. Original of the applicab
agreement(s) for each 1
4. Permit application pro/
and the associated
additional informe
luired information have been provided by initialing in the space provided
MUST be signed and initialed in blue ink. Download the latest versions
age from htti2://portai.ncdenr.org/web/wq/NWS/su/statesw/forms does.
Initials
water Management Permit Application Form. -3-2�
signed and notarized Deed Restrictions & Protective Covenants
t Vll beloea)
Supplement Form(s) (sealed, signed and dated) and O&M �r
essing fee of $505 payable to NCDENR. (For an Express review, refer to Sa
,re/pages/onestopexnress.htnil for information on the Express program
Contact the appropriate regional office Express Permit Coordinator for
and to schedule the required application meeting.)
Form SWU-101 Vcrsion 071un21110V

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
The stormwater runoff from this development will be treated via a wet detention pond All of the runoff from
the site will be conveyed to this basin via perimeter swales and/or closed conduit
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
® Other: Stormwater Permit SW7071003 Date: October 15, 2007
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
® Coastal SW -1995 ❑ Ph 11- Post Construction
3. Stormwater runoff from this project drains to the Easquotank River basin.
4. Total Property Area: 49.21 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:49.21 acres
Total project area shall be calculated to exclude the followin : the nornial pool of im unded structures, the area
between Nu banks of streams and rivers, the area below the Normal High Water (N line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line "ury
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 =16.20 %
9. How many drainage areas does the project have?1 (For high density, count I for each proposed engineered
stonmwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Draina a Area 1
DrainageArea
Drainage Area
Drainage Area
Receiving Stream Name
Knobbs Creek
Stream Class *
C;Sw
Stream Index Number *
30-3-8
Total Drainage Area (so
575,863
On -site Drainage Area (so
575,863
Off -site Drainage Area (so
0
Proposed Impervious Area** (so
347,173
% Impervious Area*` total
60.29
Impervious" Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
N/A
On -site Streets (so
N/A
On -site Parking (so
N/A
On -site Sidewalks (so
N/A
Other on -site (so
N/A
Future (so
347,173
Off -site (so
N/A
Existing BUA*** (so
0
Total (so:
347,173
' Stream Class and Index Number can be determined at: ltttp://portal.nedenr.org/cveb/eoq/ps/csn/classifications
�* bnpervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 07Jun2010 Page 3 of

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:•t.� .i1., ,•r-br, "r, ::i. �.l' '.AG!rr'uv:.ri.. r rl•'.:6;r•:r�1.t.' . r!:1r
P ::1 !.r l;, ,Ji?: „',,, .. P. .ilv.: .lf.Y .,,-u;/'. r)2•.I. 1.:p. {\�!Ij •r\:' .1,"dll
r,.
_ t. _ _ - : _,.: .... 1 Ih. ,? .,.', t > p : ✓ •t,+Jl L,u ' I I.'•,I . i"Fl" r , I Ir •.. al ' "I'I '
_ .._ 1 ' „-=+i+'" ,,n.{ d-n+:'t t ln' .1, �I;r 1 , r ;Lr' t r•,:•,7q •n., r:.uw .ti[, v(n.'r.�,:!, rtlLrl r^ ; , '.
\, nt. \:1' Y; 1 ,V. rrj ' �'. �rilit t1'' Y r.i bY` 1'.n • .'.1 5n � +•r, r1 .I , rr5'I\'
r rrl'll 'J 1'r' y !hll:ifrl '..t�'(j r :j•:I'I r i. +. II'r•1lt i'J.4 t'l-, It hrr"16'tr•:, 11I. ,� t 7 '• r)V. aihu + ''
t r r II �r . , rrr.. :: 1;1?•r, •Ili .i'•, „ It.•!r.,r .: r., ,r stl:, . ..�. ., .. •; ma '.tnr.N • . "r �u
.•ni_•I�a ..,:T:I .I,ie,r:'.
I •W ,r 1� of � I f l l ,1: 'tl �, _ < rlrH I-1 1-- "— ... -- I. 1i l+I ': __� i It
r l,'
Ij. J+I Il
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O 1v.. Ju':I 01 n_rrrtl r 7.rrrirTu / IVi- , lr +'1 •'il

5. A detailed narrative (one to two pages) describing the stormwatcr treatment/management for S�
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the J2:
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the'h
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (scaled, signed, & dated), including: S
a. Development/Project name.
b. Engineer and firm.
C. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater control measures.
in. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage casements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify J 27
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xl'I" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Sclicdide a site visit for DWQ to verify flit, SH WT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 1017 Page No: 808 J -27
11. For corporations and limited liability corporations (I -LC): Provide documentation from the NC `bee 1\-f+Yle h-CJ
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC most be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http: / / www. secreta ry. state.nc. us /Corporations /CSearch. aspx
VI1. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. if lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
htto://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
Form SWU-101 Version 07Jun2010 Page 5 of 7

Vill. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:lohn Zaszewski
Consulting Firm: Bowman Consulting Ltd
Mailing Address:1561 Bradford Road
City:Virginia Beach
Phone: (757 ) 464-0622
Email: izaszewski �� bowmancg.com
State:VA Zip:23455
Fax: (757 ) 313-9226
IX. PROPERTY OWNER AUTHORIZATION (if Contact lnforruation, ilern 2 has been filled out, coruplefe this
section)
1, (print or type name of person listed br Contact Information, iteur 2a) . certify that 1
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Conflict Information, item 7a) with (print or type ❑acne of organization listed in
Conflict Ir formal ion, item 7a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
I, , a Notary Public for the State of , County of
do hereby certify that
before me this _ day of
personally appeared
, and acknowledge the due execution of the application for a
stormwater permit. Witness my hand and official seal,
SEAT.
My commission
Fenn SW U-101 Version 07Jun2010 Page 6 of 7

X. APPLICANT'S CERTIFICATION
I, (print or hype name of person listed in Contact Information, item 1a) Mell ItIS. Shalt
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwpter rules under I5A NCAC 2H .1000, SL 2006-246 (Ph. It - Post Construction) or SL 2008-211.
Is, st4 Datr. 11 ( j ( 2ytt
I, x M S phL✓I S a Notary Public for the State of V i t�q� rt CL CCI of
r l f\' 0. ��
QAt-VN , do hereby certify that I v l&U,1 S. sk4 h personally appeared
o
before me this 14 day of N0,40- 1be( 3LO I I , an�kno%vledge t1he.du x °cation of the application for a
stormwatcr`p„ttt�'n ss my hand and official seal, 1 �) lrn y V1
_.ate � tee'-'ISc-+s�i
J%0N pQ
,.� T -tb �! ?/ �i% SEAL
Oda
= My commission expires
II
Form SWU-101 Version 07Jun2010 Page 7 of 7

Estimate of Volume Provided
BMP 1
Avg End Area= 1/2(A1+A2)•(E2-E1)
Ave ra a End Area Method
Area
Area
Incremental
Total
Total
Elevation(Sol(ac
Volume (ac-ft)
Volume ac-ft) Volume
W3
1.00
6622
0.15
0.00
0.00
0
2,00
7840
0.18
0.17
0.17
7.231
6.00
13410
0.31
0.98
1.14
49,731
7.00
14955
0.34
0,33
1.47
63,914
9.00
19955
0.46
0.80
2.27
98,824
'.TOTAL VOLUME BELOW PERMANENT POOL =
98,823.50 ft-3
Forebay for BMP 1
Avg End Area= 1/2(A1+A2)'(E2-E1)
Area
Elevation s
1.00 10261
2,00 1512
5.00 3332
6.00 4052
7,00 4828
8.00 5661
9.00 6551
VOLUME BELOW PERMANENT POOL =
/ volume required (20 % of Main Pond Vol. below perm. pool)
Total Forebay Volume provided
Forebay percentage of Main Pond
Area
_Lac)
Incremental
Volume ac-fl
Total
Volume (ac-ft)
Total
Volume (ft'3)
0.02
0.00
0.00
0
0,03
0.03
0.03
1,269
0.05
0.04
0.07
3,038
0.08
0.12
0.19
8,396
0.09
0.08
0.28
12,088
0.11
0.10
0.38
16,528
0.13
0.12
0.50
21,773
0.15
0.14
0.64
27,879
27,878.50 ftA3
25,340.40 ftA3
27,878.50 ft-3
22.00
Bowman Consulting Ltd.
10/2512011

,f
11
)A
Avg End Area= 1/2(A1+A2)'(E2-E1)
Area
Elevation
(sf)
9.00
26506
10.00
31806
11.00
34123
12.00
36496
WQV
Elevation
Bowman Consulting Ltd.
BMP1
Average End Area Method
Area
Incremental
Total
Total
(ac)
Volume (ac-ft)
Volume (ac-ft) Volume
(ft^3)
0.61
0.00
0.00
0
0.73
0.67
0.67
29,156
0.78
0.76
1.43
62,121
0.84
0.81
2.24
97,430
28,432.37
9.98
10/25/2011

9
Water Quality Voluine Calculation
Wet Detention
txnIr I
design shall maintain a volume equal to the Water Quality Volume (WQV).
WQV = the volume produced by I inch of runoff per impervious acre
of contributing drainage area.
Aimp = die area of impervious surface on the contributing watershed in acres
43,560 is the number of square feet in an acre
Rv = 0.05+0.009'(1) = Runoff coefficient
I = Percent Impervious = impervious portion of the drainage area (acres)/Dralnage Area (acres)
Rv = 0.592034
1 = 60.226
'Asite = 13.23
Aimp = 7.97
Bowman Consulting Ltd.
Project Name: Parkwat South at Tanglewood-Phase 2
Project No.: 9272-01-002
10/25/2011

G•
wOR
eme.1,
ER�NE5+ �N tat
n
111r%8 ENG'5ERvf E0a'roMa�n ���;t • S�NeY
December 14, 2016
Samir Dumpor, P.E. Regional Engineer
943 Washington Square Mall
Washington, NC 27889
RE: Elizabeth City Tidal Wave Auto Spa — NC DENR
EMC Project: 16-6038
Dear Mr. Dumpor,
1344 US Hwy 19 South
Suite A
Leesburg, GA 31763
Phone: [phone]
Fax: [phone]
www.emc-eng.com
The purpose of this letter is to provide a summary of our project to address the NC DENR stormwater permit
SW7111106 review.This project consists of the construction of 3,250 square feet tunnel carwash building with
associated parking and infrastructure. The subject property is a 2.1 acre parcel located at 3880 Patrick Way,
Elizabeth City, NC. The proposed improvements consist of 0.75 acres of impervious surface and 1.35 acres of
pervious surface. As stated below in the tables following, the project will create 32,667 square feet of
impervious area which is just over half of what the allowable space for impervious area, per existing permit.
Permit No. SW7111106 Information
Lot #
Lot Size (s.f.)
Allowable BUA (s.f.)
9
89,623
62,736
Tidal Wave Site Information
Proposed
Lot #
Lot Size (s.f.)
Impervious Area
s.f.
9
89,623
32,667
U
DEC 1 9 2016 �
Please contact our office for any questions or if additional information is required.
Sincerely,
EMC ENGINEERING SERVICES, INC
Brian H. Braun, P.E. I mvvv0 \'
.Albany Branch Manager
cv�wil�lE Ui7 Lof ,Cj'
EMC Engineering Services, Inc. Albany • Atlanta • Augusta • Brunswick • Columbus • Savannah • Statesboro • Valdosta

CIA
ENIC ENGINEERING SERVICES, INC.
1344 US Highway 19, Suite A
Leesburg, Georgia 31763
Phone: [phone]/ Fax: [phone]
ENVIRONMENTAL ❖ MARINE ❖ CIVIL ❖ SURVEYING
LETTER OF TRANSMITTAL
TO: Regional Engineering Associate DATE: 12/14/2016 FILE: 16-6038
Samir Dumper
943 Washington Square Mall
Washington, NC 27889 RE: SHJ Elizabeth City, NC Tidal Wave
We are transmitting 0 herewith, ❑ under separate cover, the following:
ITEM
ACTION
VIA
RI Prints
10 For your use
❑ Certified Mail
❑ Tracings
0 For review
10 UPS
❑ Specifications
❑ No exceptions taken
❑ Messenger
❑ Shop drawings
❑ Make corrections noted
❑ Correspondence
❑ Rejected -resubmit
• Other
COPIES DATE DESCRIPTION
1
12/13/2016
Sets of Plans
1
12/14/2016
Project Summary Letter
REMARKS:
COPY TO: File
BY: w`
Hale'yWhite
1 I' DEC 19 2011

C O N 5 U L T I N G
1561 Bradford Road, Suite 202
Virginia Beach, Virginia 23455
Phone [phone]
Fax [phone]
www.bowmanconsulting.com
To: NCDENR
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Attn: Samir Dumpor, Water Quality
LETTER OF TRANSMITTAL
Date: January 6, 2012
Project Name:
Parkway South at Tanglewood, Phase 2
Project No: 9272-01-002
Re: E&S Control Plan
Via: Handcarry
We are forwarding:
Mehul Shah
BCG File
QUANTITY
I DESCRIPTION
Z
Revised Plan Sheet C-8
RECEIVED
COMMENTS
As requesed, please find the revised erosion and sediment control plan sheet C-8 for the Parkway South at
Tanglewood, Phase 2 project for your review and approval. Please contact me with any questions or if you need
additional information.
Urgency: Regular
Transmitted by:
BOWMAN CONSULTING GROUP, LTD.
John Zaszewski, PE
Confirmation of Receipt Required: No
Received by:
(Signature)
(Date)
512012010

a

Bowman
O N S U L T I N G
November 2, 2011
Samir Dumpor, PE
State of North Carolina
Department of Environmental and Natural Resources
Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
RECEIVED
NOV 16 2011
DWQ-WARO
Re: Stormwater Management Permit Application Form for the Project Known as
Parkway South at Tanglewood — Phase 2
BCG Project No. 9272-01-002
Dear Mr. Dumpor:
As part of the stormwater management permit application, we are required to complete the
checklist included with the application. With regards to item number I I of the checklist, our
client Tanglewood Crossing, LLC is currently in the process of registering with the North
Carolina Secretary of State. Once this information has been obtained, it will be forwarded under
separate cover. We understand that the permit process can begin but no permit will be issued
until this information has been received and accepted by your office.
Please contact me with any questions or concerns you may have.
Sincerely,
BOWMAN CONSULTING GROUP, LTD.
J hn Z• � ws
4P. .
Engineer
Bowman Consulting Group, Ltd.
1561 Bradford Road . Suite 202 . Virginia Beach,VA 23455
Phone: [phone] . Fax: [phone] . www.bowmanconsulting.com

Bowman
C O N S U L T I N G
1561 Bradford Road, Suite 202
Virginia Beach, Virginia 23455
Phone [phone]
Fax [phone]
www.bowmanconsulting.com
To: NCDENR
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Attn: Samir Dumpor, Water Quality
LETTER OF TRANSMITTAL
Date: December 15, 2011
Project Name:
Parkway South at Tanglewood, Phase 2
Project No: 9272-01-002
Re: Stormwater Permit Application
Via: Mail
We are forwarding:
BCG File
DESCRIPTION
North Carolina Department of the Secretary of State Business Report
DEC 9
2U11
DWQ—WARO
,,a ,n,��.
Attached please find a printout of the registered business for Tanglewood Crossing, LLC for the Parkway South
at Tanglewood, Phase 2 project. Please contact me with any questions or if you need additional information.
U
Transmitted by:
BOWMAN CONSULTING GROUP, LTD.
John Zaszewski, PE
Confirmation of Receipt Required: No
Received by:
(Signature)
(Print Name) (Date)
50012010

x�J L
(103 (�

North Carolina Secretary of State
Pa,e I of 1
North Qwolina.
Elaine F Marshall DEPARTMEDIT'' QFTHE
Secretary SECRETARYoE'.S A
PO Box 20§22. Ral#kjh. NCr 27626.0§22 E9t9i807.200d
Date: 12/15/2011
Click here to:
View Document Filings i Sign Up for E-Notifications i
J Pre -populated Annual Report Fillable PDF Form i File an Annual Report I
Corporation Names
Name Name Type
NC TANGLEWOOD LEGAL
CROSSING, LLC
Limited Liability Company Information
SOSID:
1231171
Status:
Current -Active
Effective Date:
11/22/2011
Dissolution Date:
Annual Report Due Date:
4/15/2012
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name: NATIONAL REGISTERED AGENTS, INC.
Office Address: 120 PENMARC DRIVE, STE. 118
RALEIGH NC 27603
Mailing Address: 120 PENMARC DRIVE, STE. 118
RALEIGH NC 27603
Principal Office
Office Address: 1108 TIDEWATER DRIVE
NORFOLK VA 23504
Mailing Address: 1108 TIDEWATER DRIVE
NORFOLK VA 23504
Officers
RECEIVED
DEC 19 1011
DWQ-WARD
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
1729
http://www.sec retary.state. nc. us/corporat ions/Corp. asps? P i tcn11 d=9867047 12/ 15/201 1

n
^"A;,!1
DEC ,t ? Soil

Bowman
C O N S U L T 1•' NR CEIVED
%OV 16 2011
To: NCDENR _
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Attn: Samir Dumpor, Water Quality
L�
LETTER OF TRANSMITTAL
Date: November 4, 2011
Project Name:
Parkway South at Tanglewood, Phase 2
Project No: 9272-01-002
Re: Financial Responsibility/Ownership Form
Via: Handcarry
We are forwarding:
Mehul Shah
BCG File
QUANTITY
DESCRIPTION
2
Stormwater Management Permit Application (I original and I copy) with Design Narrative
and Check ($505.00)
Z
High Density Commercial Subdivisions Deed Restrictions & Protection Convenances (I
original and I copy)
2
Wet Detention Basin Supplement (I original and I copy)
Z
Wet Detention Basin Operation and Maintenance Agreement (I original and I copy)
2
Sets of Plans
COMMENTS
Enclosed you will find the above -listed items for the Parkway South at Tanglewood, Phase 2 project for your
review and approval. Please contact me with any questions or if you need additional information.
Transmitted by:
BOWMAN CONSULTING GROUP, LTD.
John Zaszewski, PE
No
Received by:
(Signature)
(Print Name) (Date)
S12012010

y tla—flf rU;
ROA j e Str!?

M
Flletl In Pasquotank Counry,NC
on S/5/200S%Ut 72:22:38PM
by Ms Dollle J. Summerour
Register of Deeds
Book 1017 Page 808
Inusd 5/5/2008
by Mr DoIlu5000
Repines of Dude
mnour
ID.943
State Of
North Carolina
Pasquotank
County
Real ErsMfw Fvc1ne Tar
Space Above This Line For Recording Data
PASOUOTANK COUNTY
Deed number Ori „F2i
Transfer tax $5oo. 00 od 538
pasquota ounty Assessor's Office
RECEIVED
NORTH CAROLINA GENERAL WARRANTY DEED
Prepared by W. Brock Mitchell, Attorney
Return to Homthal, Riley, Ellis & Maland, LLP
Excise Tax: $5,000.00
Transfer Tax: $25,000.00
State of North Carolina, County of Pasquotank
Tax Parcel: Out of 7993658737;
Out of 7993741815; and
Out of 7993863267
THIS GENERAL WARRANTY DEED made this 2-" day o(April, 2fH18, by and
between 17 South Development, LLC, a North Carolina limited liability company (hereinafter
referred to as "Grantor'), and Tanglewood Crossing, LLC, a Virginia limited liability company,
whose mailing address is 1108 Tidewater Drive, Norfolk, Virginia 23504 (hereinafter referred to as
"Grantee"):
WITNESSETH:
That the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has given, granted, bargained, sold, and conveyed, and by these presents does hereby
give, gran:. bargain, sell, and convey unto said Grantee, Grantee's heirs, successors, administrators and
assigns, all of that certain piece, parcel, or tract of land situate, lying and being in Mount Hermon
Township, Pasquotank County, State of North Carolina, and being more particularly described as
follows:
See Exhibit A attached
Being also a portion of the same property conveyed to 17 South Development, LLC, by deed
dated February 20, 2007, which deed is of record in Deed Book 957, Page 684, and by that Boundary
Line Agreement recorded in Deed Book orb , Page aag , of the Pasquotank County Public
Registry.
NOV 16 2011
Dw V -WARO

Book 1017 Page 809
TO HAVE AND TO HOLD the above described lands and premises, together with all
appurtenances thereunto belonging, or in any way appertaining, unto the Grantee, Grantee's heirs,
successors, administrators, and assigns forever.
AND THE SAID GRANTOR COVENANTS to and with said Grantee, Grantee's heirs,
successors, administrators, and assigns, that Grantor is lawfully seized in fee simple of said lands and
premises, and have full right and power to convey the same to the Grantee in fee simple, and that said
lands and premises are free from any and all encumbrances, except as set forth herein, and that the
Grantor will warrant and defend the title against the lawful claims of all persons whomsoever, with the
exception of the following: Rights of others to the use of Tanglewood Parkway South as located on that
plat recorded in Map Rook `f8 . Page (� in the Pasquotank County Public Registry, ad
valorem tares for the year 2008 and subsequent years, easements and restrictions of record, and any
local, county, state, orfederal laws, ordinances, or regulations relating to zoning, environment,
subdivision, occupancy, use, construction, or development of the subject properly.
IN WITNESS WHEREOF, the Grantor has duly executed and sealed this document, this the day
and year first above written.
17 South Development, L 'orth Carolina
limited liability comp.
By:
J S. use, Member/Manager
State of North Carolina, County of Pasquotank
I certify that the following person personally appeared before me this day, each acknowledging
to me that he voluntarily signed the foregoing document for the purpose stated therein and in the capacity
indicated: Jon S. Crouse, Member/Manager of 17 South Development, LLC, a North Carolina
limited liability company.
Date: April 2008. , ,�F-j/,/'//
Notary Public — W. Brock Mitchell
(Official Seal)
My commission expires: 10/23/2012
F JEPY
�7l.

Book 1017 Page 810
EXHIBIT A
BEGINNING AT A POINT marked by an existing iron rebar set in southern right-of-way
margin of Halstead Boulevard Extended (N.C. Hwy 344—RIW By Monuments), which existing
iron rebar is located South 32' 59' 36" East 78.04 feet from TANGLEWOOD CONTROL
MONUMENT 3 — N.C. Grid NAD '83 (N — 936716.2635' and E — 2797655.1499' — Combined
Factor 1.00004280): thence from said existing iron rebar and POINT OF BEGINNING and
running along the southern right-of-way margin of Halstead Boulevard Extended North 790 19'
28" East 98.56 feet to a set iron rebar, which marks the northwest comer of that properly, now or
formerly, owned by Tanglewood Development, LLC (Deed Book 953, Page 1, and Boundary
Line Agreement recorded in Deed Book lal --�' , Page � 78 , in the Pasquotank County
Public Registry); thence cornering and running away from Halstead Boulevard Extended South
100 40' 32" East 983.52 feet to a set iron rebar; thence comering and running North 790 19' 28"
East 82.35 feet to a set iron rebar; thence cornering and running South 21 ° 05' 52" East 1,056.74
feet to a set iron rebar. thence comering and running South 72° 53' 05" West 1,217.29 feet to a
set iron rebar; thence comering and running North 100 40' 32" West 833.37 feet to an existing
iron rebar, which marks the southeast terminus of Tanglewood Parkway South (proposed as
shown on the plat referenced below) (RIW Varies); thence cornering and running along the
eastern right-of-way margin of Tanglewood Parkway South the following courses and distances:
North 100 40' 32" West 471.15 feet to an existing iron rebar; thence running North 000 38' 03"
East 101.98 feet to an existing iron rebar; thence turning North 100 40' 32" West 704.82 feet to
an existing iron rebar; thence comering and running North 340 19' 28" East 70.71 feet to an
existing iron rebar, which marks the point of intersection of eastern right-of-way margin of
Tanglewood Parkway South and the southern right-of-way margin of Halstead Boulevard
Extended; thence comering and running along the southern right-of-way margin of Halstead
Boulevard Extended North 79' 19' 28" East 767.54 feet to the existing iron rebar and POINT OF
BEGINNING, containing 49.21 acres, and being that same property described and delineated on
that plat entitled in part. Properly Being Conveyed to Tanglewood Crossing, LLC," dated March
18, 2008, prepared by Paul J. Toti, professional land surveyor, which plat is recorded in Map
Book 'f8 , Page 6 , in the Pasquotank County Public Registry, and which plat is
incorporated herein by reference.
THERE IS ALSO CONVEYED HFRERTTH a perpetual, appurtenant and non-exclusive
access easement over and along the road and street designated "Tanglewood Parkway South
(RIW width varies)" as shown and located on the plat above referenced for the express purposes
of ingress, egress and regress to and from the property herein conveyed and Halstead Boulevard
Extended.
HOWEVER, THERE IS EXPRESSLY EXCEPTED AND RESERVED HEREWITH by
Grantor the right, privilege and easement, now and hereafter, to construct, install, improve,
replace, inspect, repair, operate, and maintain a sanitary sewer pump station and related
appurtenances upon that certain 90'x50' (4500 square foot) portion of the property herein
conveyed whose southwest comer is located at the point of intersection of the easterly right-of-
way margin of Tanglewood Parkway South and the present corporate limit of the City of
Elizabeth City with the north and south lines thereof measuring 90' and the east and west lines

Book 1017 Page 811
thereof measuring 50'. This easement shall be freely transferable by Grantor, including but not
limited to a transfer or conveyance to the City of Elizabeth City.
Tanglewood.sewerforcemain. easement. wpd

Dumpor, Samir
From: Ken Sisk ][e-mail]]
Sent: Thursday, May 19, 2011 9:06 AM
To: Dumpor, Samir
Subject: Parkway South at Tanglewood - Elizabeth City, NC
Attachments: Parkway South at Tanglewood Phase 2 5-19-2011- Part A.pdf; Parkway South 50 acre parcel
5-19-2011.pdf
Samir
I have attached a couple of PDFs about a project I spoke to you about a couple of weeks ago. The name of the project is
Parkway South at Tanglewood. Phase 1 is already completed, but Phase 2 was never acted upon, even though it was
permitted. A new owner has bought about 50 acres from Jon Crouse, but it only entitled him to half of the original
project for Phase 2. The new owner wants to construct Phase A of Phase 2. The Limits of disturbance is about 4.1 acres
of the 49.2 acre total for the property. He wants to apply for a low density permit. Impervious coverage for Phase A will
be about 6.5% of the 49.2 acres, or 3.2 acres. Please call with any questions.
Thanks,
Ken Sisk I Bowman Consulting
1561 Bradford Road, Suite 204 Virginia Beach, VA 23455
cell: 757.403.3756 1 direct: 757.464.0622 1 fax: [phone]
ksisk0bowmanconsultino.com I www.bowmanconsulting.com
A- Go Green! Please consider the environment before printing this email.

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