SW7020612_CURRENT PERMIT_20070111

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOCTYPE
CURRENT PERMIT
El APPROVED PLANS
El HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
12�
YYYYMMDD

L Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alm W. Klimek, P.E. Director
Division of Water Quality
DIVISION OF WATER QUALITY
January 11, 2007
George H. Winslow Revocable Trust 5`7 ailf"'ir
Attn: Mr. Jon Crouse
1268 US17 South
Elizabeth City, NC 2790.9
MODIFICATION FOR
Subject: Stormwater Permit No. SW7020612
Tanglewood Industrial Park,
Section E & Lot 4, Section D
High Density Stormwater Project
Pasquotank County
Dear Mr. Crouse:
The Washington Regional Office received your stormwater
application for the subject project on April 5, 2006. Revised
plans and additional supporting information was received on
October 16, 2006. It has. been determined that this project will
comply with the Stormwater Regulations set forth in Title 15A NCAC
2H.1000. We are forwarding Permit SW7020612 dated January 11,
2007 to George H. Winslow Revocable Trust for the Tanglewood
Industrial Park located adjacent to US 17 South near Elizabeth
City, NC.
This permit replaces all previous stormwater permits for this
site, and shall be effective from the date of issuance until
January 11, 2017, and shall be subject to the conditions and
limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements in this permit.
Failure to establish an adequate system for operation and
maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this
permit are unacceptable, you have the right to request an
adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the
form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, Nc 27611-
7447. Unless such demands are made this permit shall be final and
binding.
North Carolina Division of Water Quality Internet: h2o.enr.state.mus
943 Washington Square Mail Phone: [phone]
Washington, NC 27889 FAX [phone]
An Equal Opporninity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper
One
NorthCarolina
Nationally

George H. Winslow Revocable Trust
January 11, 2007
Page Two
If you have any questions, or need additional information
concerning this matter, please contact Bill Moore at (252) 948-
3919.
incerely,
� L_ )— ��
1 HAge�,Re isor
Surface Water Protection Section
Washington Regional Office
cc: Hyman & Robey
Elizabeth City Planning/Inspections
L,-Washington Regional Office
Central Files

State Stormwater Management Systems
Permit No. SW7020612
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
George H. Winslow Revocable Trust
Pasquotank County
FOR THE
continued operation and maintenance of stor-1-1,-ater �.,�nt-
systems in compliance with the provisions of 15A NCAC 2H.1000
(hereafter referred to as the 11stormwater rules") and the approved
stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the
Division of Water Quality and considered a part of this permit for
a system of grass swales and wetland pockets to serve the
Tanglewood Industrial Park located near Elizabeth City, NC.
This permit replaces all previous stormwater permits for this
site, and shall be effective from the date of issuance until
January 11, 2017, and shall be subject to the following specified
conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and
volume of stormwater described in the application and other
supporting data.
2. This stormwater system has been approved for the management
of stormwater runoff as described on page 4 of this permit,
the Project Data Sheet.
3. Approved plans and specifications for this project are
incorporated by reference and are enforceable parts of the
permit.
3

Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
DIVISION OF WATER QUALITY
PROJECT DATA
Tanglewood Industrial Park,
Sections E & Lot 4, Section D
SW7020612
Receiving Stream:
Stream Classification:
Total Site Area:
Total Impervious:
Area Allowed
Required Storage Volume
Provided Storage Volume
Required Surface Area:
Provided Surface Area:
Controlling Orifice:
Pasquotank County
George H. Winslow Revocable Trust
1268 US17 South
Elizabeth City, NC 27909
04/05/2006; original
10/16/2006; completed
UT -Little River
C
67.95 acres, Section E
1.91 acres, Lot 4, Section D
47.64 acres, based on 70 %
BUA per lot
184,549 cf
184,549 cf
24,345 sf (wetland pockets)
51,843 sf (wetland pockets)
83,470 sf (swale system)
outlet weir set at
elevation 11.36 ft
0

4. No homeowner/lot owner/developer shall be allowed to fill in,
alter, or pipe any vegetative practices (such as swales)
shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit
and receiving approval from the Division.
S. The following items will require a modification to the
permit:
a. Any revision to the approved plans, regardless of size
b. Project name change
C. Transfer of ownership
d. Redesign or addition to the approved amount of built -
upon area
e. Further subdivision of the project area.
in addition, the Director may determine that other revisions
to the project should require a modification to the permit.
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.
II. SCHEDULE OF COMPLIANCE
1. The permittee will comply with the following schedule for
construction and maintenance of the stormwater management
system.
a. The stormwater management system shall be constructed
in its entirety, vegetated and operational for its
intended use prior to the construction of any built -
upon surfaces except roads.
b. During construction, erosion shall be kept to a minimum
and any eroded areas of the system will be repaired
immediately.
2. The facilities must be properly maintained and operated at
all times. The approved Operation and Maintenance Plan must
be followed in its entirety and maintenance must occur at the
scheduled intervals.
3. The permittee shall at all times provide the operation and
maintenance necessary to assure the permitted stormwater
system functions at optimum efficiency including, but not
limited to:
5

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 speci�ications
f. Debris removal and unclogging of outlet structure,
orifice device and catch basins and piping.
4. Records of maintenance activities must be kept and made
available upon request to authorized personnel of DWQ. The
records will indicate the date, activity, name of person
performing the work and what actions were taken.
5. This permit shall become voidable unless the facilities are
constructed in accordance with the conditions of this permit,
the approved plans and specifications, and other supporting
data.
6. Upon completion of construction and prior to operation of
this permitted facility, a certification must be received
from an appropriate designer for the system installed
certifying that the permitted facility has been installed in
accordance with this permit, the approved plans and
specifications, and other supporting documentation. Mail the
Certification to the Washington Regional Office, 943
Washington Square Mall, Washington, North Carolina, 27889,
attention Division of Water Quality.
7. A copy of the approved plans and specifications shall be
maintained on file by the Permittee for a minimum of five
years from the date of the completion of construction.
III. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is a
desire for the facilities to change ownership, or there is a
name change of the Permittee, a formal permit request must be
submitted to the Division of Water Quality accompanied by an
application fee, documentation from the parties involved, and
other supporting materials as may be appropriate. The
approval of this request will be considered on its merits and
may or may not be approved.
2. Failure to abide by the conditions and limitations contained
in this permit may subject the Permittee to enforcement
action by the Division of Water Quality, in accordance with
North Carolina General Statute 143-215.6(a) to 143-215.6(c).
3. The issuance of this permit does not preclude the Permittee
from complying with any and all statutes, rules, regulations,
or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.
6

4. In the event that the facilities fail to perform
satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective
action, including those as may be required by this Division,
such as the construction of additional or replacement
stormwater management systems.
5. The permit may be modified, revoked and reissued or
terminated for cause. The filing of a request for a permit
modification, revocation and reissuance or termination does
not stay any permit condition.
6. At least six months prior to the expiration date, the
permittee must submit a written request for permit renewal
to the Division of Water Quality, Washington Regional
Office.
Permit issued this the 11 th day of January, 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Ala'n W. Klimek, P.E. DirectZr
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7020612
7

Stormwater Permit No. SW7020612
Tanglewood Industrial Park
Sections E & Lot 4, Section D
Grass swales & wetland pockets
Pasquotank County
I
Designer's Certification
I , , as a duly
registered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically/weekly/full time)
the construction of the project,
for
(Project)
(Project Owner)
hereby state that to the best of my abilities, due care and
diligence was used in the observation of the project construction
such that the construction was observed to be built within
substantial compliance and intent of the approved plans and
specifications.
Signature
Registration Number
Date
I

November 14,2001 Page 1 oi 1
Revised May 29, 2002
Revised February 28, 2006
ATTACHMENT TO STORMWATER MANAGEMENT PERMIT APPLICATION
FOR TANGLEWOOD INDUSTIAL PARK
SECTION E and LOT 4 SECTION D
LOT # LOT SIZE
(IN ACRES)
LOT SIZE
(IN SQUARE FEET)
ALLOWABLE
IMPERVIOUS AREA
(IN ACRES)
ALLOWABLE
IMPERVIOUS AREA
(IN SQUARE FEET)
1
1.91
83,199
1.33
58,000
2
3.87
168,923
2.71
118,000
3
5.32
231,958
3.72
162,000
4
13.53
589,663
9.46
412,000
5
13.01
566,814
9.09
396,000
6
4.03
175,566
2.8
122,000
7
1.01
44,247
0.69
30,000
8
1.01
44,151
0.69
30,000
9
1.52
66,366
1.06
46,000
10
2.05
89,682
1.42
62,000
11
3
130,680
2.09
91,000
12
2.03
88,856
1.42
62,000
13
1.58
69,049
1 . 1
48,000
14
1.58
69,183
1.1
48,000
15
7.95
346,717
5.56
242,000
4, SECT. D
1.91
83,199
1.33
58,000
TOTAL IMPERVIOUS AREA,
a F"
U-11M
M-M111A

�i
DI .
ly State of North Carolina
ZARO
Department of Environment and Natural Resources
I 0SO Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form maybe photocopiedfor use as an original
1. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
George H. 1�
2. Print Owner/ Signing Official's name and title (person legally responsible for faciiity and compl�iance):
Jon Crouse, Trustee
3. Mailing Address for person listed in item 2 above
1268 US 17 South
City:. Elizabeth City State: NC Zio: 27909
Telephone Number: 252 335-4887
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Tanglewood Tndustrial Park - Section E & Lot 4 - Section D
5. Location of Project (street address):
17 South and SR 1144 near intersection on the two
City: Elizabeth City County: Pasquotank
6. Directions to project (from nearest major intersection):
Entrance is located on the side of US 17 approximately 1900' north of the
intersection of US 17 and SR 1144
7. Latit�de: 760 18, Longitude: 36o 16'
8. Contact person who can answer questions about the project:
Name: Jon Crouse
if. PERMIT INFORMATION:
1. Specify whether project is (check one):
Telephone Number: ( 252
—New —Renewal
FormSWU-101 Version3.99 Pav I of 4
of project
335-4887
x Modification

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number sw7011108 and its issue date (if known)__January 14,2002
3. Specify the type of project (check one):
Low Density X High Density —Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
—CAMA Major X Sedimentation/Erosion Control 404/401 Permit X NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
All stormwater will be collected inqrass lined swales with 3:1 minimum
side slopes and routed to a large grass lined swale with a 5'bottom width
and 6:1 side slopes. These large swales will then flow through sto mwater
wetland pockets.
2. Stormwater runoff from this project drains to the Pasquotank River basin.
3. Total Project Area: 69.86 acres 4. Project Built Upon Area: 68.19 %
5. How many drainage areas does the project have?
06 19 %
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Little
Receiving Stream Class
-River
C SW
Drainage Area
69.86 AC
Existing Impervious* Area
9.16
Proposed Impervious*Area
38 . 48 -f
% Impervious* Area (total)
68.19
Impervious* Surface Area
Drainage Area I
Drainage Area 2
On -site Buildings
On -site Streets
2.07 Ac
On -site Parking
On -site Sidewalks
Other on -site Based on per lot
allowable 45.57
Off -site
, Total: 47.64
Total:
Impervious area is deflned as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

�71­low was the off -site impervious area liste. d above derived?
IV. DEED RESTRIC-nONS AND PROTECTWE COVENANTS
, italicized deed restrictions and protective covenants are required to be recorded .. for all
The following . r to the sale of any lot. Lf lot sizes vary significantly, a
subdivisions, outParcels and future development prio pon area for each lot must be provided as an
table listing each lot number, size and the allowable built-u
attachment.
Ig compliance With state stormwater management Permit
1. Thefollowing covenants are intended to ensure o"goir Quality. 77tese covenants may
as issued by the Division Of Wafer
number of the State.
not be changed or deleted without lie Consent t shall be covered by structures or impervious materials.
2. No more than 5Cfo-Hachmfi2 squarefeet of any 10 tie, slate or 5intilar material but do not include wood
Impervious materials include asphalt, gravel, concrete, brick, sto
decking or the water surface of swimming Pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway c . rossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
cortstruction. arcels orfuture development shall be directed into the permitted storinwater control
5. All permitted runcifffrottl OutP lie stormwater control system simll be performed in a manner that maintains the
system. These connections to t
integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
e that the covenants will be binding on all parties and
shall include all the applicable items required abov ' ot be changed or
persons claiming under them, ]that they will run with the land, that the required covenants cann
deleted without concurrence from the State� and that they will be recorded prior to the sale of any lot
V. SUPPLEMENT F . ORMS -) listed below must be subrr�tted for
The applicable state storinwatier management permit supplement fOrm(s 9) 733-5083 for the
each BMP specified for this project. Contact the Stormwater and General Permits Unit at (91
status and availability of these f0rms-
Form sWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
CLub outlet System Supplement
Forin SWU-106
off -Site System Supplement
Underground hif iltration Trench Supplement
Form SWU-107
Form SWU-108
Neuse River Basin Supplement
Practice Supplement
Form SWU-109
innovative Best Management
Page 3 of 4
Form SWU-101 Version 3.99

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form (s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section; -
Designated agent (individual or firm): Hyman & Robey, PC
Mailing Address: Pn Rnx 119
City: Camden State: N C Zio: 27921
Phone: [phone] Fax: ( 2 5 2 )338-5552
VIII. APPLICANT'S CERTIFICATION
I, (print or type name ofperson listed in General Information, item 2) Jon crousp
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 wil be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H.1000. A t n
Date: 3131 A> r.
Form SWU- 10 1 Version 3.99 Page 4 of 4

W-DEGEtv'gED
5M
11 1 '.,"1
',��',�,,�4,PROJ�ECT�DESCRIPTION.��,,,,-,�".� PR.G�5'2006
A
Tanglewood Industrial Park DWQ-WARO
Section E and Lot 4, Section D
Mount Hermon Township — Pasquotank CountY
March 23, 2006
[Tanglewood Industrial Park Section E is a new commercial subdivision in Pasquotarik County.
Section I has been constructed and the final plat has been recorded. Tanglewood Section E
contains 67.95 acres and is located adjacent to US 17 South and Forman Bundy Road. Lot 4,
Section D is a 1.91 -acre adjacent lot that is to utilize the drainage system that has been created for
Section E. The total site area is 69.86 acres . The site is located in Pasquotank County zoning
jurisdiction. The majority of soils found on the site is Roanoke and poorly drained.
The site is drained predominately by a large ditch system that is comprised of US 17 roadside
drainage. The main outlet for the subdivision travels south along US 17 to the headwaters of the
Little River. Pasquotank County subdivision regulations have required a drainage review of this
subdivision by the local USDA-NRCS representative, Dwane Hinson. The review of this
drainage by Dwane required a HEC-RAS analysis of the downstream drainage system. During
this modeling, it was determined that the downstream drainage was not capable of handling a 2 yr
24hr rainfall event. Based upon this finding, we are required to elevate finish lot grades to 14.5 If
ASL and provide on -site storage of rainfall events in proximity of the I Oyr event.
on -site storage of storm water was accomplished by constructing a surrounding drainage ditch.?N 4., A
ZZ
lize thisZ 0
de slopes. Per this permit application, we are requesting to mi . V
a flat grade with 6:1 si t stoi�' 6.
storage area along with outlet control devices and constructed wetland pockets to tre�
'S'v�EAL
water quality.
Basing the built upon area of the site at 700/ impervious ' and utilization of constructed storm
equired ctland stirllace area is 24 34.5 s�f. We are also -4* 4F4
... I . ....... -
water wetland pockets (SWVVrP)' our4��P IJ111111
providing 4.910 If of swale/ditch area at a 6:1 siTe �slope. These large swales drain directly to the lilt
SWWP's. The SW-WP's are strategicatly placed throughout the site to allow the maximum
treatment to all feeder ditches throughout the project. This s sf of surface
area of storm water wetland pocket and 83 470 sf of surface of swale. Based upon these numbers
land treatment.
we are rovi in m
In addition to providing the SWWP's and the swale system, outlet control devices have been
installed in the form of rip -rap protected earthen weirs with 4" pvc draw down pipes. The top Of
the weir is situated at levation 11.36, which stores the I" runoff volume. The volume of the I"
11 Ili Tsystem. —There actually
i: st'jil-Tin the SWWPs and the s.. a .
r-unoff is 184,549 cf. T its , - — -
�' I d in excess of the I" volume by flooding, of roadside ditches. The
is more storage provide
roadside ditch volume was not taken into consideration during the volume calculations.]
The above description is a modification of the original that was submitted in 2002. It has become
necessary to modify the original permit as construction of the project has slightly differed from

what was originally permitted. I All treatment devices have been installed correctly minus
and impervious areas have
vegetation, however some of the on�iginay pe�rmitte stu�rageareas�
changed. Surface areas for the swale system and the SWWP's are based on as -built topographical
survey performed by our staff. Lot 4 of Section D and Lots 3, 6, and 10 of Section E have
already been improved and have impervious areas as follows:
Lot 4 Section D
6,293 sf of building
1, 117 sf of asphalt
17,)96 sf of concrete
24,706 sf total impervious coverage
Lot 3 Section E
16,094 sf of building
28,826 sf of asphalt
5,218 sf of concrete
106,865 sf of gravel
157,003 sf total impervious coverage
Lot 6 Section E
11,964 sf of building
12,351 sf of asphalt
5,208 sf of concrete
65,938 sf of aravel
96,055 sf total impervious coverage
Lot 10 Section E
68,714 sf of gravel
10 is he onl hat has been developed in excess of the allowable coverage. The owner is
12' o7t 1-0--ii-nTo—c _p ian
g —5m5riance,
the area�=ofrem=oval to bring lo
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HIGH MARSH LOW MARSH OPEN WATER
WETLAND POCKET TOTALAREA(SF)
AREA(SF)
%
AREA (SF)
%
AREA (SF)
%
A
2,676.45
1,400.51
52.33%
1,010.79
37.77%
265.09
9.90%
B
2,677.01
1,400.83
52.33%
1,010.79
37.76%
265.17
9.91%
c
24,533.00
12,566.15
51.22%
9,545.25
38.91%
2,421.37
9.87%
D
9,601.96
4,659.69
48.53%
3,958.41
41.23%
983.86
10.25%
E
7,291.20
3,356.74
46.04%
3,219.11
44.15%
715.35
9.81%
F
5,064.07
2,469.03
48.76%,
2,318.78
45.79%,
276.26
5.46%

11�Man & Robey, PC
Consulting Engineers and LaZ S'urveyors [phone] Office
[phone] Office
[phone] F�
Mr. Bill Moore
Dept. of Environment and Natural Resources
Water Quality Section
943 Washington Square Mall
Washington, NC 27889
Subject: Stormwater Management Permit
Tanglewood Industrial Park
Section E & Lot 4, Section D revised
Project # 030273
SW 7011108 �4UAC"t
Dear Mr. Moore:
March 27, 2006
R EC E 0 V E U
APR 0 5 2006
DWQ-WARO
As we discussed a couple weeks ago, the stormwater treatment system was
modified during construction due to the developer's adjustment of the lot sizes and
configuration. Based on the changes to the system we are submitting this application as a
modification to SW7011108 issued on January 14, 2002.
Four of the lots covered under this permit have already been developed.-. The
project description and Drainage Area information on page 2 of the application reflect all
impervious areas existing within the development. The existing impervious areas were
determined based on actual field survey performed by our staff.
Enclosed for your review and approval, please find the following items:
I . Two (2) copies of the plans.
2. The original and one (1) copy of the modified Stormwater Exemption
Application.
4. Two (2) copies of the project description and attachments.
P. 0. Box 339, Camden, NC 2 7921

Check in the amount of $420.00 for the required fee.
If you have any questions, please do not hesitate to call this office at
[phone].
Sincerely,
Sean C. Robey, P.E.
Kimberly D. Ham y
Project Manager
cc: file
Jon Crouse

Tanglewood Industrial Park, Section E
Elizabeth City, NC 1.
Wetland Pockets, Swal� System and
Outlet Control Devices
Stormwater Permit No. SW7011108
Designer's Certification
I, Sean C. Robey as a duly
registered Professional Engineer in the State of, North _Carolina,
having been authorized to observe (periodically/weekly/fuil time)
the construction of theproject, Tanglewond Tndustrial Park
for
(Proj ect)
(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.
,,,0"OV� CAft01/"//,
Signatue
J
SEAL
18550
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Date