SW7111106_CURRENT PERMIT_20200113

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW��1 l ��
DOC TYPE
CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYM M D D

ROY COOPER
Garentnr
MICHAEL S. REGAN
Sect et„ry
S. DANIEL SMITH
Dheew
NOR 11-1 CAROI-INA
Fnvironmental 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 December 11, 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,
foge?K Thorpe
Environmental Engineer
�\) Nnrt h Calolfnu Department of Dw onniental Qu:,hy I Division of Energy, Miner al and LmtA RMUt CV
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2519466.I81

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
X.rir:t%
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 onfile 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:
1. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
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, ftz:
575,863
b.
Design Storm:
1.0"
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, ftz:
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, 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.
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.
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.
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.
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.
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 131" day of January 2020.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
771 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
Pasquotank Countv
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.

Table "A"
Lot #
Lot Size (st)
Allowable BUA(st)
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:
9;f
Road & Sidewalk 37,414 sf

Table A (Revised 12/16/2020)
Lot#
Lot Size (so
Allowable QUA (so
9A
54,263
32,813
9Q
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:
308,301 sf
Road & Sidewalk
37,414 sf

DEMLR USE ONLY
e
Fee Paid
Permit Number
5OV
1 10
STORMWATER PERMITTING FORM 7:
MINOR MODIFICATION
Standard Permitting Program — No Fee for Minor Modification
Express Permitting Program— See Express Fee Schedule
Only complete applications packages will be accepted and reviewed. This form and the required items (with
original signatures) must be sent to the appropriate DEMLR Regional Office, which can be determined by locating
the project on the interactive online reap at: http://deg.nc.govlcontactlregional-offices.
This form is to only to be used by the current permittee to notify the Division of a minor
modification. Pursuant to Rule 15A NCAC 02H .1002 a mirror modification is a change to the project that:
1) does not increase the net built -upon area, and/or
2) does not change the size or design of the SCM(s).
A. GENERAL INFORMATION
1. State Stormwater Permit Number:
2. Current Permit Holders Company Name/Organization: Tanglewood Crossing, LLC
3. Signing Official's Name: Mehul Shah
4. Signing Official's Title: Managing Member
5. Mailing Address: 1660 Spring House Trail
City: Virginia Beach State: VA ZIP: 23455
6. Street Address (if different): : N/A
City: State: ZIP:
7. Phone: [phone] Email: mshah(a)tmsenvirocon.com
8. Describe the minor modifications that you are requesting, including any revised BUA allocations (attach
additional pages or supporting tables similar to Section IV.10 of the original application, if needed):
Lot 9 is beina further divided and the lot coverage split between the improved oortion of the lot (9A) and
the new lot (913). The dividing line between Lots 10 & 11 was adjusted post construction of Lot 10.
Lot Area 9A = 56,939 SF BUA = 45,189 SF Lot Area 10 = 68,706 SF BUA = 48,746 SF
Lot Area 913 = 32,682 SF BUA = 17,547 SF Lot Area 11 = 71,797 SF BUA = 53,531 SF
B. SUBMITTAL REQUIREMENTS
Please mark "Y" to confirm the items are included with this form. Please mark W" if previously provided. If not
applicable or not available, please mark N/A.:
Y 1. Two hard copies (with original signatures) and one electronic copy of this completed form.
Y 2. Two hard copies and one electronic copy of the revised plan sheets (must be a revision of the
originally approved plan sheets).
Y 3. If there is reallocation of lot BUA, a copy of the revised recorded deed restrictions and protective
covenants OR the proposed recorded deed restrictions and protective covenants documenting
the changes and a signed agreement to provide the final recorded document.
N/A 4. If applicable, the appropriate Express review fee.
Stormwater Permit Form 7: Minor Modification Page 1 of 2 July 14, 2017

C. CONTACT INFORMATION
1. The Design Professional who is authorized to provide information on the Applicant's behalf:
Design Professional's Name: Jason A. Mizelle, PLS
Consulting
Mailing Address:1805 West CitV Drive
City: Elizabeth City State: NC Zip: 27909
Phone: [phone] Fax: [phone]
Email: Jason. mizelle(av)timmons.com
2. [OPTIONAL] If you would like to designate another person to answer questions about the project:
Name & Title:
Organization:
Mailing AddrE
City:
Phone:
Email:
D. CERTIFICATION OF PERMITTEE
_ Zip:
I, Mehul Shah the current permittee, certify that I have authorized the minor modifications
listed in Section A and shown in the attached revised plan sheets. I further attest that this information is accurate and
complete to the
Signature:
my knowledge.
.e ( S. SW_
November 5, 2020
I, Kalpish M. Shah , a Notary Public for the State of Virginia
County of Virginia Beach do hereby certify that Mehul S. Shah
personally appeared before me this the 5th day of November , 20 20 and
acknowledge the due execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal)
r
N•.O..I.A.f.ic.Y,•y''
Notary Signature u.y
'.
s
PEG. 07813546 •S Q
C1 t MV COti1Ml$SIGN: — p
M commission expires uO ExPIaEs ?
Y iiJuly 31, 2023 P � �i '• 17T3112023 U'
rr''.ry�vEA 11N`���.�`�.
it
Stormwater Permit Form 7: Minor Modification Page 2 of 2
Oct 6, 2017

State Stormwater Management Systems
a Permit No. SW7111106
Certification Requirements: Page 2 of 2
X 1. The drainage area to the system contains approximately the permitted
acreage.
)� . The drainage area to the system contains no more than the permitted
_-------
X 3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
X 4. All roof drains are located such that the runoff is directed into the system.
X 5. The outlet/bypass structure elevations are per the approved plan.
X 6. The outlet structure is located per the approved plans.
X 7. Trash rack is provided on the outlet/bypass structure.
* 8. All slopes are grassed with permanent vegetation.
X 9. Vegetated slopes are no steeper than 3:1.
X 10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
X
11.
The permitted amounts of surface area and/or volume have been provided.
X
12.
Required drawdown devices are correctly sized per the approved plans.
X
13.
All required design depths are provided.
X
14.
All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
X
15.
The required dimensions of the system are provided, per the approved plan.
cc: NCDENR-DWQ Regional Office
Pasquotank County Building Inspections
*The pond grading that was performed to meet requirements for certification was completed
within the last week. Disturbed areas are not fully vegetated, but have been seeded.
pj,CEIVED Nov 2 0 Wal
Page 9 of 10

State Stormwater Management Systems
Permit No. SW7111106
Parkway South at Tanglewood — Phase 2
Stormwater Permit No. SW7111106
Pasouotank County
Designer's Certification
Page 1 of 2
iKimberly D-Ffiamby as a duly registered Professional Engineer in
the State of North Carolina, having been authorized to observe (periodicaiiy/Weekiy/full
time) the construction of the project,
Parkway South at Tanglewood - Phase 2
(Project)
upon completion
for Tanglewood Crossing, LLC (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 o
Registration Number 42G 14-
Date / o (a A I9-0 2y
�.N CARO -,
O °DEG.
ti9t2;
SEAL=�
042614
D.
Page 8 of 10

ULMLK U5t UNLY
Date Received
Fee Paid
Permit Number
11 I
So,s, aci
1 Shy % I1 f 1
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60. (c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW / I I 1 100
2. Project name: Parkway South at Tanglewood - Phase 2
3. Project street address: 3880 and 3860 Patrick Way
City: Elizabeth City County: Pasquotank
ZIP: 27909
4. What, if any, changes have been made to the project as permitted?
If the project has changed from the original approved plans, please complete SWU-101 fora Major
Modification or Minor Modification Application form available at: https //deg.nc.gov/abouUdivisions/energy-
m inera I-land-resources/energy-m i nera I-land-ru Ies/stormwate r-prop ra m/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: https //deg.nc.gov/about/divisions/energy-mineral-land-
resources/energy-mineral-land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: Tunglewood Crossinc. LLC
2. Signing Official's Name:
Mehul S. Shah
3. Signing Official's Title:
Managing Member
RELIVED
4. Mailing Address: 1660 Spring Flouse Trail
City: Virginia Beach State: VA ZIP:
23455
5. Street Address: Same
City: State: ZIP
6. Phone: [phone] x405 Email: mshah(cDtmsenvirocon.com
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORW). Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required information is provided in the application package:
AM) 1. A permit application processing fee of $505.00 payable to NCDEQ.
At) 2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee,
d. Partnership or limited partnership — the general partner;
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
Mn t 3. One hard copy and one electronic copy of recorded documents required by the original permit that
have not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
4. O&M Agreements, Please select one:
❑ I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
® I do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
A-W 5. Designer Certifications, Please select one:
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division, or
® A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or WILL Q F SL)bN.t 7rED.
❑ The project has not yet been built.
6. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
7. [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC):
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State,
or other official documentation, which supports the titles and positions held by the persons listed in
Section C.2 per 15A NCAC 2H. 1043(3)(b).
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PERMITTEE'S CERTIFICATION
I, MCHu1.. S. sf" N , the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership. All information provided on this permit renewal application is, to the best of my
knowledge, cornnect andcomplete.
Signature: �cLA S • SL/k Date: t2(511ct
NOTARIZATION:
I, �iw��r �t r M • Stice�+ a Notary Public for the State of
County of Vrryr 3�9 do hereby certify
that MC 6 1 S. Sb,,, 1, personally appeared before me
this the S 44, day of 04_cm_, licr- , 20 '19 , and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal)
i`<� / /'li �e��� �``r •'• NOTARY •;
Notary Signature: )/�yQ �Z _ PUBLIC _
G — REG.#7813546
CT : MY COMMISSION Z
My commission expires O 7 fa ? 23 % O EXPIRES '
2i •; 0713112023:?Q�`
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

Permit No.
(to be provided by DWQf
W A 7F9OG
9
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Pan 111) must be printed, filled out and submitted along with all of the required information.
Project name
Contact person
Phone number
Date
Drainage area number
Parkway South at Tanglevmod - Phase 2
John Zaszewski
757-464.0622
10111/2011
1
111. DESIGN'INFORMATION:
Site Characteristics
Drainage area
575,863 ry'
Impervious area, post -development
347,173 ft2
impervious
, 60.29
Design rainfall depth
1.0 in
Storage Volume: Non -SA Waters
Minimum volume required
28,450 ry3 /OK
Volume provided
28,450 ry'V/
Of, volume provided is equal to or in excess of volume required.
Storage Volume: SAWaters
1.5' runoff volume
rya
Pre -development 1-yr, 24-hr runoff
ry1
Post -development 1-yr, 24-hr runoff
rya
Minimum volume required
rya
Volume provided It,
Peak Flow Calculations
Is the prelpost control of the lyr 24hr storm peak Bow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 1Oft vegetated shelf elevation
Bottom of 1Oft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
Y (Y or N)
3.1 in
0.35 limitless)
0,66 (unitless)
0.13 in1hr , OK
0.60 ftllsec
1.13 Italsec
0.53 f13/cpr.
9.98 host
9.00 fmsl
9.00 fmsl V
9.50 foist
8.50 fmsl
2.00 fmsl✓
1.00 frost
1.00 ft J
N (Y or N)
10.0 fmsl
DECEIVED
NOV 16 2011
DWQ-WARD
Data not needed for calculation option #1, but OK if provided.
Data not needed for calculation option #1, but OK it provided.
OK
Fo. SW401-Wel Detention Basin-Reva-9117ro9 Parts I. B II. Design Summary. Page 1 of 2

Permit
(to be provided by DV✓D)
IL .DESIGN INFORMATION'S - -
Surface Areas
Area, temporary pool
Area REQUIRED, permanent pool
SAIDA ratio
Area PROVIDED, permanent pool, A,,a,
Area, bottom of 1Oft vegetated shelf, A,o, r,ei,
Area, sediment cleanout, top elevation (bottom of pond), A,,_.
Volumes
Volume, temporary pool
Volume, permanent pool, V.,,,
Volume, forebay (sum of forebays if more than one forebay)
Forebay %of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountain/Piedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, Va,m_�i
Area provided, permanent pool, A,_.
Average depth calculated
Average depth used in SAIDA, d,,, (Round to nearest 0.5f1)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, A4,,,,,,,
Area, bottom of 1Oft vegetated shelf, A,,,.,
31,806 ft'
26,144 It'
4.54 (unilless)
26,506 fit' OK
17,432 fit'
7,840 n'
28,450 ft' OK
118,202 ft'
26,609 ft'
22.5% % Insufficient forebay volume.
90 %
Y (Y or N)
N (Y or N)
4.54 limitless)
Y (Y or N)
118,202 fit'
26,506 ff`
4.78tt OK
+,
5.0 tt OK
cl�C7,c
N (Y or N)
26,506 ft`
17,432 ft`
Area, sediment cleanout, top elevation (bottom of pond), A..
7,840 ft'
'Depth" (distance blw bottom of 10ff shelf and top of sediment)
6.50 ft
Average depth calculated
It
Average depth used in SAIDA, d„, (Round to nearest 0.5ft)
It
Drawdown Calculations
Drawdown through orifice?
Diameter of unfice (if circular)
Area of orifice (if-noncircular)
Coefficient of discharge (Cu)
Driving head (H,)
Drawdown through weiO
Weir type
Coefficient of discharge (C„)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of 8owpath to width ratio
Length to width ratio
Trash rack for overflow & odfce?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Captures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies isl
Y or N)
3in
in'
in
in'
0.60 limitless)
0.98 ft
(Y or N)
(unitless)
limitless)
—tt
_tt
0.60 ft/sec
13 ft Isec
0.17 ft/sec
2.00 days
3 :1
10 :1
10.0 It
3 :1
2.3 :1
Y
(Y or N)
4.5 ft
N
(Y or N)
Y
(Y or N)
Y
(Y or N)
PUMP
OK, draws down in 2-5 days. /
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
Form SW401-Wet Detention Basin-Rev.8-9117109 Parts I. & IL Design Summary, Page 2 or 2

Permit No.
(to be provided by DWO)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials
Sheet No.
S
C 1
1. Plans If - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
- Filter strip.
cc
J�
3. Section view of the wet detention basin (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
37� h4t5 (✓f; 5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
NAggmVE 7. The supporting calculations.
J sac 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
s"¢�.,otE 9. A copy of the deed restrictions (if required).
3:�_ZN ✓6 10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.9-9/17/09 Part III. Required Items Checklist, Page 1 of 1

WET DETENTION POND ANALYSIS - ALL RULES
FILE NAME: S:\WQS\STORMWATER\EXCELSPREADSHEETS\POND1111106
PROJECT#: SW7 1111106 REVIEWER: Samir
Initial Run Date'l.???
PROJECT NAME: IParkway South at Tanglewood --Phase 2 j Last modified 05-Jan-12
Receiving Stream: Knobbs Creek Class: iC; S—w — — - -
Drainage Basin: Pasquotank Within 1/2 mile SOY or N
Index No. ( 19.001
Site Area 13.23 acres
ODrainage Area 576299.00 square feet DA Area 13.23 acres
Rules- "2008" or "Ph2" 2008
IMPERVIOUS AREAS - BUA Runoff C
Buildings square feet 1 user input rec
Street square feet 0.98 formula
SW square feet 0.95
Future square feet
Offsite square feet ??
Other 347173.00 square feet 1
BUA at diff. DSM square feet
TOTAL 347173.00 square feet
SURFACE AREA CALCULATION (with added DA and BUA at different design storm)
Overall % Impervious
60.24%
SA/DA Ratio
Average Design Depth
feet
Req. SA
24878
sf
TSS, 85 or 90:
90 %
Prov. SA
26506
sf
Drainage Aream
BUA
Post development Rv=
Old BUA Design Storm
Old BUA Design Volume
1.5" New BUA Design Storm Volume
1 yr. 24 hour precipitation depth (inches)
Predevelopment Rv value
1 yr. 24 hr. Pre -development volume
1 yr. 24 hr. Post -development volume
sf
sf
unitless
inches
3.10
!rom NOAA chart
Use 0.05 if existing BUA
cubic feet
cubic feet
0.05
7444
38162
2008 Design Volume 28439 cubic feet
Phase 2 Design Volume 1 28439 cubic feet
Required Volume
Top of Sediment
Bottom of Shelf
Permanent Pool
Top of Shelf
Temporary Pool
Volume met at elev
Vol. Prov. at TP
. Pool Volume=
Forebay Volume=
ded Volume=
ORIFICE CALCULATION
Average Head
Flow Q2, cfs
Flow Q5, cfs
No. of Orifices
Diameter, inches
Drawdown =
1 yr 24 hr intensity, in/hr
Runoff Coefficient
1 yr 24 hr peak Q
Orifice 0ow<1y24hr?
feet
cfs
cfs
or weir H x W
days
NOAA chart @t
unitless
cfs
Q2 Area 4 9.22
Q5 Area 3.69
Orifice Area 7.07
Avg. Flow 0=1 126
in x
'# of end contractions, N =
discharge coefficient, C =
Effective weir length,
sq. inches
sq. inches
sq. inches
cfs
in
3.29GI
.(.
�q
�U
(i>7L)As
0.29
0.165
0.066
1
3.00
2.6
0.70
0.00
NO

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
1 will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMI' elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is pro=C: RECEIVED
/E
This system (check one):
❑ does ®does not incorporate a vegetated filter at the outlet. NOV 16 2011
This system (check one): b p /n—rl p / /�V/"1 Ro
❑ does ®does not incorporate pretreatment other than a f D�sC V
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
-approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page I of 4

Permit Numhcr:
(to be provided by DWQ)
Drainage Area Number.
BMP element:
Potentialproblem:
How 1 will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50 G, of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rcv.4 Pagc 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How 1 will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 7 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 7 feet in the forebay, the sediment shall
be removed.
Sediment Removal
Bottom
2
---------------
FOREBAY
BASIN DIAGRAM
(fill in the blanks)
ft Min.
Sediment
Storage
Permanent pool Elevation 9
Pool
Sediment Removal Elevation 2 Volume
Bottum Elevation I 1-ft Ny{n.
Sediment
Storage
MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

Pennit Number:
(to be provided by DIFO)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Projecl name:Parkwav South at Tanalewood-Phase 2
BMP drainage area number:
Print
Title: Managing Member
Address: 1 108 Tidewater Drive. Norfolk , VA 23504
Signature: �\,lC✓k ---L"
Date: 14 1 1 (7-0 (1
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, LIAWK-t St ,t{Q &k S a Notary Public for the State of
i tt U C.P"HAY of V t fq �� w �CGC� , do hereby certify that
s� Mchu1 S S hah personally appeared before me this �l J—
day of WoVfyynhe� OLo I t , and acknowledge the due execution of the
forgoin et detention basin
seal, k—)Olk� N .
po
c)
0� A!/B LAG =aa
�o Q
!cOy�FAITH
requirements. Witness my hand and official
My commission expires 1 k 130 � ao 14
Form SW401-Wet Detention Basin O&M-Rev.4 Paee 4 of 4

High Density Commercial Subdivisions
Deed Restrictions & Protective Convenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Management Regulations, deed
restrictions and protective covenants are required for High Density Commercial Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility.
Deed restrictions and protective covenants are necessary to ensure that the development maintains a
built -upon area consistent with the design criteria used to size the stormwater control facility.
I, Mehul Shah , acknowledge, affirm and agree by my signature below, that I
will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot within
the project known as Parkway South at Tanglewood — Phase 2
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number , as issued by the Division of Water Quality
under the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the. extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on a// persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is square feet
*Note: If the BUA per lot varies, please substitute the following statement for the one above and
provide a complete listing of the proposed BUA for each lot:
The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
This allotted amount includes any built -upon area constructed within the lot property boundaries,
and that portion of the right-of-way between the front lot line and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
7. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales to collect the lot runoff
and directing them into a component of the stormwater collection system. Lots that will naturally
drain into the system are not required to provide these additional measures.
8. The owner of each lot, whose ownership is not retained by the permittee, is required to submit a
separate stormwater permit application to the Division of Water Quality and receive a permit
prior to construction.
9. The project and each lot will maintain a 30** foot wide vegetated buffer between all impervious
areas and surface waters. RECEIVED
**50 foot for projects located in the 20 coastal counties.
NOV 16 2011
Form DRPC-1 Rev.2 05Nov2009 Page I of 2 D, /► Q-W/t RO

Sig
High Density Commercial Subdivisions
Deed Restrictions & Protective Convenances
A.
S
S
NMI=
Notary Public in the
State of VirwnY
Ck-
yof VirljaJo,
(2ekch
do hereby certify that
personally appeared
before me this the
5+- day of
N a dew her
20 1 % , and acknowledge
t e ue execution oft a foregoing instrument. Witness my hand and offs `�api�le,nna���
��.�``y� ;POION &o ti
Signature Q. `g
a �
My Commission expires k \ I -JZ I a b 1 `* ¢; *OTAgy 16
o
y�s��jy0//BL�� Q
o. e LTHDFNV%
Form DRPC-1 Rev.2 05Nov2009 Page 2 of 2

�•& @§���3
% @2

EXHIBIT "A"
Parkway South at Tanglewood - Phase 2
Elizabeth City, NC I
I
I '
Phase
2 (Pond 2)
area .
area(acres)
imp%
limp area acres
imp area(SF)
lot 9
2.06
70
1.441
62,814
lot 10
1.49
75
1.121
48,678
lot 11
1.731
701
1.211
52,751
lot 12
1.73
70
1.21
52,751
lot 19
1 12.321
16
2.001
87,120
Total
119,331
6.98
304,114
Percent Impervious
1 36.10/61
Bowman Consulting Ltd. 10/25/2011