SW7020612_HISTORICAL FILE_20200727

ROY COOPER
Governor
NHCHAEL S. REGAN
Secretary
BRIANWRENN
Director
NORTH CAROLINA
Environmental Quality
July 27, 2020
George H. Winslow Revocable Trust
Attention: Jon Crouse,
102 Breezewood Drive
Elizabeth City, NC 27909
Subject: Stormwater Permit Renewal
Stormwater Management Permit SVV7020612
Tanglewood Industrial Park
Section E & Lot 4, Section D
Pasquotank County
Dear Mr. Crouse:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7020612 for a stormwater treatment system consisting of a
system of grassed swales and wetland pockets iervind the Tanglewood Industrial Park
located near Elizabeth City, NC expires on January 11, 2021. This is a reminder that
permit renewal applications are due 180 days prior to expiration. We do hot have:a
record of receiving a renewal application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. Permit application forms for renewal can be found on our website at
---------- /_��,_minprnl-b
bttps, I A&�Am W
rules/ rormwat2r ogram/p=-construction. North Carolina General Statutes and the
Coastal Stormwater rules require that th ' is 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 f I ree 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 rog I er.thorvea. . ncde I nr.-go
Sincerely,
Rocrer K. Thorpe
Environmental Engineer
North r
,amims Department of Environmental Quality I Division of Energy, Mineral and Land Rai=rCCs
wash�ngton Regional office 1943 Washington SaIullm Mail I Washington, North Carolina 27889
FQ�
251946.6481

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM b-r3C
Q=n1RA=K1TAT1r)KJ DAI I HTIrIKI ('r%KJT0n1 AIT
t� /2. J-/\3
No person may initiate any land -di sturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank.)
Part A.
1 . Project Name AqCarolina Farm Credit
2. Location of land -disturbing activity: County Pasquotank -City or Township Mt. Hermon
Highway/Street Impact Boulevard Latitude 36.2615 Longitude -76.3051
3. Approximate date land -disturbing activity will commence: December 15, 2013
4. Purpose of development (residential, commercial, industrial, institutional, etc.): commercial
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas):
6. Amount of fee enclosed: $ 130.00 . The application fee of $65.00 per acre (rounded
up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $585).
7. Has an erosion and sediment control plan been filed? Yes X No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name Gene Rackley — E-mail Address GRackleyahudsonbros.com
Telephone [phone] Cell #
9. Landowner(s) of Record (attach accompanied page to list additional owners):
AqCarolina Farm Credit, FLCA, Davi W Corurn President & CEO, DCorurn(a)_aqcaro1ina.com
Name Teleph one Fax Number
P. 0. Box 14789 4000 Poole Road
Current Mailing Address Current Street Address
Raleigh, NC 27620 Raleigh, NC 27610
City State Zip City State Zip
10. DeedBookNo. 1190 Page No. 349 Provide a copy of the y1cte eed.
Part B.
1 . Person(s) or firm(s) who are fina ncially responsible for the Ian stuga activity �Provide a
comprehensive list of all responsible parties on an attached sheet) 1p4g QUALO SEC-rl
E c
'Jol4ALOFS
AgCarolina Farm Credit, FLCA, David W. Corurn, President etTo, bc 0 (d_)'�c
or rn Icarolina.c6rfi
Name E-mail Address
P. 0. Box 14789
Current Mailing Address
Raleigh, NC 27620
City State Zip
4000 Poole Road NOV 2 6 2013
Current Street Address
Raleigh, NC -276.10
City State Zip
Telephone [phone] ext. 219
Fax Number

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Mailing Address
City State Zip
Telephone
E-mail Address
Current Street Address
City State
Fax
Zip
(b) If the Financially Responsible Party is a Pa rtnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent
Current Mailing Address
City State
Telephone
E-mail Address
Current Street Address
City State Zip
Fax Number
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must b e signed by the Financially Responsible Person if an individual
or his attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the F inancially Responsible Person). I agree to provide
corrected information should there be any change in the information provided herein.
David W. Corum
Type or print name
_--S4nature Date
Pres. & CEO, AgCarolina Farm Credit, FLCA
Title or Authority
_��k' d [k
1, EIW14A) 1A -�A,'V_cU , a Notary Public of the County of
State of North Carolina, hereby certify that oyu V-V\ appeared
personally before me this day and being duly sworn ac knowledged that the above form was
executed by him.
�i�
Witness my hand and notarial seal, this /��' day of NOV EVV\�.e4 —, 20 1,3
I I ­ - EA��
EVELYN W. RICHMDS Notary V
.,WtErmy P6606
Vi�KEZWOY: NIC My commission expires

A I .'
Drainage Narrative
For
AgCarolina Farm Credit
Pasquotank County
North Carolina
ENGINEER
License C-0598
150 US Highway 158 East
Camden, NC 27921
[phone] PHONE [phone] FAX
Principal Engineer: Sean C. Robey, PE
November 12, 2013
Revised November 20, 2013
to include new deed
V LE
NOV 2 2 2013
SEAL
18550
A �,�
N 15
C * Ros

DRAINAGE NARRATIVE
AgCAROLINA FARM CREDIT
Project #130375
Pasquotank County — North Carolina
November 12, 2013
AgCarolina Farm Credit is proposing to construct a new office on Lot 1 of Tanglewood Industrial
Park — Section E-1 in Pasquotank County. The site is a vacant 1.91 acre site located in the C-1,
Commercial zoning district at the intersection of Foreman Bundy Road and Impact Boulevard.
The site is served by the county's water system and will require an on -site septic system for
sewage disposal.
The site will drain to an existing system of constructed stormwater wetland pockets and wide
swales that was installed as part of the required improvements for the commercial subdivision.
The system was designed to treat the first inch of runoff from the subdivision while creating
storage for additional stormwater runoff. The design of the stormwater drainage and treatment
system for this project was permitted by NCDENR — Division of Water Quality (Permit #
SW7020612). Under the current stormwater permit, Lot 1 is limited to 58,000 st of impervious
coverage.
The design was modeled using HEC-RAS. The HEC-RAS analysis was reviewed by Dwane
Hinson of USDA-NRCS on behalf of Pasquotank County to determine a minimum lot elevation
that would protect structures from flooding during a 1 00-year storm event. The minimum lot
elevation was determined to be 14.50' based on Datum NGVD 29. All design elevations for
AgCarolina Farm Credit are based on NAVID 88 resulting in an elevation adjustment of -1.00';
therefore, the minimum lot elevation for this site is 13.50'. The proposed finished floor elevation
for the building is 16.00'.
The driveway pipe for the site was sized based on the drainage area upstream of the site which
includes approximately 650 If of roadside ditch. The impervious areas within this drainage area
are made up of a portion of the two driveways on Lot 2 (the adjacent site), a portion of the
proposed entrance drive for this site and half of the road section adjacent to the roadside ditch.
Runoff from impervious areas on the sites in the subdivision drain to the stormwater BMP
system to the extent practical; however, the portions of the driveways drain back to the roadside
ditch due to the slopes from the existing road to the developed sites. The 24" RCP culvert has
been sized to accommodate more the 1 0-year storm.
Construction of the Ag Carolina Farm Credit will include construction of a building with parking
and sidewalks, required landscaping, grading, and installation of a septic system. The
maximum coverage on site will consist of 5,440 sf of building, 15,812 sf of parking, 2,081 sf of
future parking, 1,567 sf of sidewalk, and 206 sf of concrete for the clumpster pad for a total of
25,106 sf of impervious coverage. This maximum coverage includes the future parking as well
as future building additions that fall within the building footprint shown on the plans.
P. 0. Box 339 Camden, North Carolina 27921
[phone] License C-0598
Hyman & Robey, PC �w.hymanrobey.com

AgCarolina Farm Credit
November 12, 2013
The disturbed area for the site will not exceed 2 acres. Standard erosion control measures
including silt fence, rock check dams, block and gravel inlet protection, and a gravel
construction entrance are shown on the plans. Runoff from the disturbed areas will sheet flow
off the site to the south and east and to the stormwater BMP to the north. Silt fence is to be
installed along the perimeter of the disturbance to protect the adjacent drainage systems. The
area that drains to the swale that directs runoff to the existing stormwater BMP contains
approximately 0.7 acres.

APPENDICES
APPENDIX A: DRIVEWAY PIPE CALCULATIONS
APPENDIX B: USDA SOILS INFORMATION
APPENDIX C: USGS QUAD MAP
APPENDIX D: FEMA FIRMETTE
APPENDIX E: PRECIPITATION DATA
APPENDIX F: CURRENT PROPERTY DEED
APPENDIX G: FARM CREDIT ADMINISTRATION DOCUMENTATION

APPENDIX A
DRIVEWAY PIPE CALCULATIONS

130375 - AgCarolina Farm Credit
Driveway Culvert Sizing
AREA AND COVERAGE
Total DA Pavement Total Pavement
Drainage Description SF Roof SF Grass SF SF Acreage Roof Ac Grass Ac Ac
Drainage to New Driveway
Culvert 48950 0 37360 11590 1.12 0.00 0.86 0.27
CURVE NUMBER TABLE
Weighted Weigted
Area Description Acreage Roof Grass Pavement CN Rational C
Drainage to New Driveway
Culvert 1.12 0.000 0.858 0.27 84.26 0.34
Curve Numbers Used
Rational C Used
TIME OF CONCENTRATION
98 80 98
0.95 0.15 0.95
SCS
Elev Difl
Area Description Acreage CN Length (ft) High Pt. Low Pt. (ft) S (ft/ft) To (min)
Culvert 1.12 70 645 13.05 10.05 3.00 0.00465 26.3
RATIONAL METHOD - RUNOFF ESTIMATE - 10 year storm
Rational Intensity
Area Description Area (A) 'C' TC (mins.) (in.) Q (10) cfs
Culvert 1.12 0.34 26.3 4.26 1.62
Proposed Culvert Dimensions
Diameter
2
Length
56
Entrance Loss
0.5
n-factor
0.011
headless
0.01
Area 3.14159
Kp 0.00899
Culvert
Capacity 1.78 CFS

APPENDIX B
USDA SOILS INFORMATION

Hydrologic Soil Group—Pasquotank County, North Carolina
Hydrologic Soil Group
Hydrologic Soil Group— Summary by Map Unit — Pasquotank County, North Carolina (NC139)
Map unit symbol
Map unit name
Rating
Acres in A01
Percent of A01
GrA
Gertie silt loam, 0 to 2
percent slopes
C/D
2.2
100.0%
Totals for Area of Interest
2.2
100.0%
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive precipitation
from long -duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and
three dual classes (A/D, B/D, and C/D). The groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly
wet. These consist mainly of deep, well drained to excessively drained sands or
gravelly sands. These soils have a high rate of water transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These
consist chiefly of moderately deep or deep, moderately well drained or well drained
soils that have moderately fine texture to moderately coarse texture. These soils
have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture. These soils have a slow rate of water
transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential) when
thoroughly wet. These consist chiefly of clays that have a high shrink -swell
potential, soils that have a high water table, soils that have a claypan or clay layer
at or near the surface, and soils that are shallow over nearly impervious material.
These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is
for drained areas and the second is for undrained areas. Only the soils that in their
natural condition are in group D are assigned to dual classes.
Rating Options
Aggregation Method: Dominant Condition
Component Percent Cutoff- None Specified
usDA Natural Resources Web Soil Survey 10130/2013
dl(M— Conservation Service National Cooperative Soil Survey Page 3 of 4

Hydrologic Soil Group—Pasquotank County, North Carolina
Tie-breakRule: Higher
uSDA Natural Resources Web Soil Survey 10/30/20Q
�M— Conservation Service National Cooperative Soil Survey Page 4 of 4

PASQUOTANK COUNTY
AG CAROLINA FARM CREDIT
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NOAA Atlas 14, Volume 2, Version 3
Location name: Elizabeth City, North Carolina, US*
Coordinates: 36.2629,-76.3056
Elevation: 12 ft*
source. Googile Wipe
POINT PRECIPITATION FREQUENCY ESTIMATES
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Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS).
Numbers in parenthesis are PF estimates at lowerand upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates
(for a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5% Estimates at upper bounds
are not checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values.
Please referto NOAA Atlas 14 document for more information. 1
Back to Top
PF graphical

NOAA Atlas 14, Volume 2, Version 3
Location name: Elizabeth City, North Carolina,
us*
Coordinates: 36.2625,-76.3059
Elevation: 12ft* 115)
source Google Maps
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M. Bourn, D Martin, B. Lin, T. Parzybok, M.Yekta and D. Riley
Ni National Weather Semce, Silver Spring, Maryland
PF tabula I PF graphical I Maps & aerials
PF tabular
IRDS-based point precipitation frequency estimates with 90% confidence intervals (in inches/hour)'
Average recurrence interval (years)
F 10
---
F 25
7­50--j
too
F-200
F-s-22
—1-7F
6 2
— — — o2 -1
7
-7­17-9-5-11
F 97
9.8s
I F-1-6 7
F- -11 -5-7-12
5
34
F —1
�--T--
(4.73-5.77)
(5.54-6.77)
1 (6.35-7.76)
1 (7.18-8.80)
1 (8.06-9.92)
1 (8.82-10.8)
1 (9,50-11.7)
1 (10.2-12s)
1 (11.0-13.7)
1 (11.7-14.8)
9-D-7F-5
6-2�F
-638--JF
-77--lF-7--85--JF
-848--JF
9-0-IF
—9861F-0
—5
(3.77-4.61)
(4.43-5.41)
1 (5.08-6,22)
1 (5.74-7.04)
1 (6,43-7.90)
1 (7.03-8.64)
1 (7.55-9.33)
1 (8.05-10,0)
(8,66-10.9)
(9.19-11�6)
-17-41-oT­474
3s
F---6-lF--
so
663
715
F --IF-
7 65
8.28
8.82
F��17-348
1(3.14-3.84)
1(3.71-4.53)
1(4,28-5.24)
1(4,84-5.93)
](5,43-6.68)
1(5,93-7.29)
1(6.36-7.86)
L(6.78-8.42)1
(7.27-9.111))
(7.69-9.72)
F 2 38
283
337
390
F 49
499
7547
595
659 �F
7 4
F30 hin n
(2.16-2,63)
(2.56-3,13)
(3.04-3.72)
(3,51-4.W)
1 (4.02-4.95)
(4.46-5.49)
1 (4.87-6.02)
(517-&55)
(5.79-7.25)
(6.23-7.87)
49
78
2 6
54
299
338
-3-
77 �F
4 8 �F
4 72
52
60
F
(1.34-1,64)
(1.61-1.96)
(1.95-2.39)
(2.28-2.80)
1 (2,68-3.29)
(3.03-3.72)
(3.36-4,15)
(3.70-4.59)
(4.15-5,20)
(4.54-5.75)
F0868
04
29
86
2 4
-3541
F--]
2 h
(0379-0.967)1(0.937-1.16)
1
(1.38-1.72)
1 (1.66-2.06)
(1.90-2.38)
(2.14-2.70)
(2.40-3.03)
(2.74-3.50)
(3.05-3.92)
9
0744
---j---1F-367-�F-587-jF-8
F0925
--�F
-206--JF
-242--�F-2
-75--�
F3 h ]FIDIS
1(0.557-0.693)1(0.669-0.833)1(0.831-1.03)
1(0.997-1.24)
1 (1.21-1.51)
1 (1.40-1.76)
11 (1.59-2.01)
1 (1.80-2�28)
1 (2.09-2.68)
(2,35-3.04)
0 371
F 0 446
F 0 555
F0669
-6--IF
081
0954 �F
1 10
1
1.48
1.69
F 6 hir ]F
I(O.336-0,414)1(0.402-0.497)1(0.499-0.619)1(0,599-0.745)11(0.728-0.907)1(0.846-l�06)11(0.967-1.21)
1 (1.10-1.38) 1
(1.28-1.63)
(1 44-1s6)
02 7
F 0 260
0325
F 0 394 IF
485
-570- 1
F-D 6-60-IF-0
-760---T-0
-903-IF--04-7
2 hjF
F
1(0.195-0.242)1(0.234-0.291)1(0.292-0.363)1(0.352-0.439)1(0.430-0.537)1(0.503-0,631)11(0.576-0.729)1(0.657-0.838)1(0.769-0.995)
1 (0,872-1.14)
--7r--g
70 28
0 56
----j
F 0 20
----i
F 0 239
T-q
F 0 296
F 0 344
--q
F 0 397
-0-456-7
F
---7
F 0 542
7066
F--]
24 h
1(0.118-0.140)
1(0.144-0,171)1(0.185-0,220)1(0.220-0.261)11(0,269-0.322)
I(O.311-0.374)11(0.355-0�431)1(0.403-0.494)1(0.472-0.592)
1(0.528-0.674)
74
0 -�F
-
0 090
--I
0-7-07-IF
F-
-09-87-�F-0-22-9-�F-
-0264-7F-D
-37---JF-0-3-6-3�
FEE17-0
1(0.068-0,081)
1(0.083-0.098)1(0.106-0.125)
1(0.125-0.149)
1(0.154-0.184)
l(O.178-0.214)11(0.205-0.249)1(0.233-0�288)1(0.274-0.347)
1(0.308-0.399)
—ow-4-�Fo-68-1
--]F--o
-59-6
0118
F- 0-13 7
F-0 1-56
F 0-18-07
0.214
0.245
F-3d;y-1F­5­oS3T
1(0.049-0.057)1(0.059-0.069)1(0.075-0.088)1(0.089-0.104)11(0.108-0.128)1(0.125-0.148)11(0.142-0,171)
(10.160-0.196 1(0.187-0,234)
(0.210-0.268)
Z�y]F
00427FOOS
0065
--IF-O-093--IFD-07-770-22-770-387FO-63--lFO-i86-
F0076
F
1(0.039-0,045)
j(D.N7-0.055)1(0.060-0.070)1(0.070-0.082)1(0,085-0.100)1(0.098-0.115)11(0.110-0.132)1(0.124-0.150)1(0.143-0.177)
1(0.161-0.203)
--
---1
0 028
-T-1
FO 034
70043
--
F 0 050 �F
--
0 060 �F
--
0 069 �7
--
0 078 �F
--q
0 088
FID 02
F 0 4
F7 dy]F
I(O.026-0.030)1(0.032-0.036)1(0.040-0.N6)1(0.046-0.053)11(0.056-0,064)1(0.063-0.074)11�0.071-O.DB4)1(0,079-0.095)1(0,090-0.110)1(0.100-0.124)
-IFO-052--�70-059--lFO-066--�F-00-76--iF-0-08-47
Flo-�--YIFO-02-2-IF-0-02-7--�FO-033---lFD-038---IFDO-46
1(0.021-0.024)1(0.025-0,029)1(0.031-0.035)1(0.036-0.041)1(0.043-0,049)
I(O�048-0.056)1(0.054-0.063)1(0.060-0.071)1(0,068-0.082)
1(0.075-0.092)
00 5
00 8
0022
F -0025-jr-0
-030--�F
-0033--�F
-00-37-77W-04--�
0047
00 2
FTO d y
1(0.014-0.016)1(0.017-0.019)1(0.021-0.023)
I(Ou24-0.027)
i(G.028-0,031)1(0.031-0.035)
1(0.0�1-0.040)1(0.038-0,044)
j(D.M2-0.051)
1(0.046-0,056)
F-O0 2--JF
0-0 -57F
0-0 8--�FO-020-�FO-02-3--�FO-026-�70-029-�70-032-�FO-03-5---IF-OO-38--1
F301w�y
I(O�012-0.013)1(0.014-0.016)1(0.017-0.019)1(0.019-0.021)1(0.022-0.025)
I(O�024-0.028)1(0.027-0.031)1(0.029-0.034)1(0,032-0�038)
1(0.035-0.041)
0 0 0
---j
FOO 2
--g
F 00 5
FOID 6
--q
F 00 9
F 0 02
F 0 024
----1
F 0 026
----1
F 0 030
--7
F D 032
F45 d y]F
1(0.010-0.011)
j(D.012-0.013)1(0,014-0.015)
1(0�016-0.017)
1(10�018-0.020)
I(O�020-0.023)1(0.022-0.025)1(0.024-0.028)1(0.027-0.032)
1(0.029-0.035)
0 0-09---JF-O
-0--17
0-0-3 --IF
0 0 4
FOO 7
0 0 8
---j
F 0 020
--7
F 0 022
-q
F 0 024
--j
FO 026
Va2oq-o �oio)
L(o -oi-g-oo2-1J)
L(G o-2-o-oo-2-3)J[22�1(0
024-0 028)
Precipitation frequency PF) estimates in this table are based on frequency analysis of partial duration series (PDS).
Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (fare
given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds ate not
cithecked against probable maximum precipitation RNIP) estimates and may be higher than currently valid PMP values.
Please refer to NOAA Atlas 14 document for more information.
Back to Top
PF graphical

BOOK 1190 PAGE 349 (3)
4M53 11111111111111111
This dca�urnent presented and filed!
111190013 1205 15 PM
JOYCE VV, PRITCHARD. Pasquotank County, NC
Excise Tax $170 00
PASQUOTANK COUNTY
Deed number 1.3 J93q
Transfer tax S —
Delinquent tax S
Pasquotank County zz�� Office
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: S 170.00
Pearcel Identifier No. 7992 453036 Verified by _ County on the _ day of—, 20
MaiYBoxto: WILLIAM H. MORGAN, JR., 410 East Main Street, Elizabeth City, NC 27909
This instrument was prepared by: WILLIAM H. MORGAN, JR., 4 10 East Main Street, Elizabeth City, NC 27909
Brief description forthe Index: LOT#[. SECT E-I,TANGLEWOOD INDUSTRIAL PARK
THIS DEED made this 15th day of November 20 12, by and bctwecri
GRANTOR GRAN
J ON S. CROUS E, First Successor Trustee o f the AGCAROLINA FARM CR
GEORGE HEN RY WINS LOW, J P , Federally Chartered Entity
FAMILY TRUST u/a/d/ 12/22/1995 PO Box 14789
102 Breezewood Drive Raleigh, NC 27620
Elizabeth City, NC 27909
FLCA, a
no designation Grantor and Grantee as used herein shall include said parties, their heirs. successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WrrNESSE'TH, that the Gnmtor, for a valuable consideration paid by the Grantee, the receipt ofwhich is hereby acknowledged, has
and by these presents does grant bargain, sell and convey unto the Grantec in fee simple, all that cerain lot or parcel of land situated
in the City of Mount Hermn Township, Pasquotank County, North Carolina and
more particularly dewn'bed as fiallows:
S EE ATTACHED " EX III RITA" WHI CH I S INCORPORATED H EREIN BY REF ERENCE
A] I or a portion of the property herein conveyed does not i nc lude (he prinnary residence of a Grantor.
'Me property hereinabovo described was acquucd by Grantor by instrument recorded in Book 1003 page 345
A map showing the above described property is recorded in Plat Book 38 page 12
NC Bar Association Form No. L-3 (9) 1976, Revised (D 1977, 2002
Printed by Agreement with the NC Bar Association — 1981 SoftPro Corporation, 333 E. Six Forks Rd., Raleigh, NC 27609

BK 1190 PG 350 DOC#422153
"EXHIBIT A"
WINSLOW TRUST to AGCAROLINA
LEGAL DESCRIPTION
Being all of Lot 1, containing 1.91 acres, of Tanglewood Industrial Park, Section E-1, as described and
delineated on that plat entitled in part, "Final Plat — Section E-1 of Tanglewood Industrial Park," dated
April 15, 2005, prepared by Edward T. Hyman, Jr., Professional Land Surveyor, which plat is recorded in
Map Book 38, Page 12, of the Pasquotank County Public Registry. And being the same tract of land
conveyed to Jon S. Crouse, as First Successor Trustee of The George Henry Winslow, Jr., Family Trust,
u/a/d December 22, 1995, by Deed dated November 30, 2007, recorded December 31, 2007, in Deed
Book 1003, at Page 345, of the Pasquotank County Registry.

BK 1190 PG 351 DOC#422153
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereno belonging to the �iramee
in fee simple.
And the Grantor covemints with the Grantee, that Grantor is scized of the premises in fee simple, bas the right to convey the same in
fee simple, that title is marketable and five and clear of all encumbrances, and that Grantor will waursun and defend the title against
the lawful claim of all persons whomsoever, other than the following cxceptions: Easements, reservations, restrictions, and
rights of way of record.
IN WITNESS WHEREOF, the C�tor has duly cxecmed the oing as; o da and year first above written.
oy-) /L� tSEAL)
(Entity Name) Jf)N S. CROUSE, Trustee
Bv: V IqVAT I
Im �01= - t-ounty
the undersigned Now
acknowledged the due execution of�e fore itrument
stamp or scal this
MyCommissior,Expires:.A�j to, mq ZA,
1, the undersigned Notary I
personally came before me this day
(SEAL)
State aformid, certify that JON S. CROUSE, First Successor
d/ 12/22/1995 _ personally appeared before me this day and
for t4SQjWscs therein expressed. Witness my hand and Notarial
-Till Votary Public
a North Carolina or
corporationflimiacd liabililycompany/general partnership1imitod partnership (strike through the inapplicable), and
that by authority duly given and as the act of such entity, he signed the foregoing instrument in its name on its behalf u its ad and
deed. Witness my hand and Notarial scamp or seal, this _ day of 20.
My Cornumasion Expires:_
State of North Carolina - County of
L the undersigned Notary Public of the County and State aforesaid, certify
Witness my hand and Notarial stamp or sea], this _ day of 20—.
My Commission
Notary Public
The foregoing Certificatc(s) of
islarecertified(ObOWITaCt. Ibis untimmicrit and this certificate an: dulymgutcred at the date and tirm andin the Book andPage shown
on the first page hereof
Register of Deeds for county
Deputy/Assistant - Register of Deeds
NC Bar Association Form No. L�3 Q 1976, Revised 0 1977, 2002
Printed by Agreement with the NC Bar Association - 1981 SoftPro Corporation, 333 E. Six Forks Rd., Raleigh, NC 276D9

APPENDIX G
FARM CREDIT ADMINISTRATION DOCUMENTATION

= A� �
r CA
ParnairmamnmaTion
Amendment to Charter and Articles of Association
AgCarolina Financial, FLCA
Wake County, North Carolina
The charter of AgCarolina Financial, FLCA (Association), which is a subsidiary of Agcarolina
Financial, ACA, is hereby amended so that the name of said Association shall be AgCarolina
Farm Credit, FLCA.
The title of the Articles of Association of the above Association, which now reads "Articles of
Association for AgCarolina Financial, FLCA," Is amended to read "Articles of Association for
AgCarolina Farm Credit, FLCA."
The first Article of the Articles of Association, which now reads:
FIRST: The name of the Association shall be AgCarolina Financial, FLCA,
is amended to read:
FIRST: The name of the Association shall be AgCarolina Farm Credit, FLCA.
The foregoing amendments are effective September 1, 2012.
IN WITNESS WHEREOF, this
signed and the seal of the Farm
2012.
Charter No. 8066
Amendment to Charter and Articles of Association has been
Credit Administration has been affixed this 22nd day of August
FARM CREDIT ADMINISTRATION
McLean, Virginia
Leland A. Strom
Chairman
Attest
Dale L. Aultman
Secretary to the Board

Aug 22 2012 15:35 P.02
Farm Credit Administration
August 2.2, 2012
Mr. Stuart Pierce, Chairman
Board of Directors
. . . ...... ....
AgCarolina Financial, ACA
P. 0. Box 14789
Raleigh, North Carolina 27620-4789
Dear Mr. Pierce:
1601 Farm Credit Drive
McLean, VIrgInIa 22102-8090
[phone]
FCAI
mmatmaunweanffm
I am pleased to advise you thqt the Farm Credit Administration (FCA) approves the request to
change the names of Agcarolina Financial ' ACA,,and Its subsidiaries, to AgCarollna Farm Credit,
ACA,.PCA and FLCA. The change will be effective September 1, 2012, The new name is
Identified In the Amendment to Charter and Articles of Incorporation for the ACA and PCA, and
the Amendment to Charter and Articles of Association for the FLCA, These documents will be
forwarded to Mr. Corum, President and Chief Executive Officer, at a later date.
Please note that the FCA Board policy statement re ' garding off IcIal names of Farm Credit
Institutions (see FCA-PS-78) requires that If an Institution uses a trade name, it must Include
both the official name and the trade name In all written communications. You are responsible
for ensuring that the official names and trade names of your association and Its subsidiaries do
not infringe the trademarks or service marks of other companies, other laws, such as federal or
state trademark laws, may apply. For further Information on the requirements of this policy
statement, please visit the FCA's Web �Ite at t#W�Ilfco.qo .
Sincerely,
Z'/�- /�— fiot�k
Gary K. Van Meter, Director
Office of Regulatory Policy

Aug 22 2012 15:36 P.03
Copyto., Mr.DavidW.Corum
President and Chief Executive Off Icer
Mr. Tim Amerson, President and Chief Executive Officer
AgFirst Farm Credit Bank

November 20, 2013
Mr. Bill Moore
Dept. of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
943 Washington Square Mall
Washington, NC 27889
Subject: AgCarolina Farm Credit
HR Proj. #120243
SW Permit No. SW7020612
Dear Mr. Moore:
F
NOV 2 2 2013
V
V fA 41-i. k
On behalf of AgCarolina Farm Credit, FLCA, we have prepared an engineered site plan for their proposed
site on Lot 1, Tanglewood Industrial Park — Section E-1.
Enclosed for your records are one complete set of plans and one copy of the project narrative. The plans
show that all runoff from impervious surfaces, with the exception of the a short portion of the entrance
drive, is routed to the approved stormwater wetland pocket system. The design includes potential future
parking for impervious lot coverage at maximum build out of 25,106 sf, which is less than half of the
approved coverage of 58,000 sf.
If you have any questions, please do not hesitate to contact this office at [phone].
Sincerely,
Hyman & Robey, PC
Kimberly D. Hamby
Engineering Project Manager
cc: file
Gene Rackley, Hudson Brothers Construction Co.
P. 0. Box 339 Camden, North Carolina 27921
[phone] License C-0598
Hyman & Robey, PC . � hymanrobey.com

le 6aawce Ar o/c/fiz, A V/—
x7, 8
c
VO-V.S_ '&A1n:kc
-5j�AZ :?t —j4O6:-:k:2�:Q (-7-o
IT
5e-ct—E 1) - Lof
-7
I'll -040s,
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15,
71 - f,' ld
4."1 -� lr-tal� -f-

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-77
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7 %

I PROJECT DESCRIPTION
Tanglewood Industrial Park
Section E and Lot 4, Section D
Mount Hermon Township — Pasquotank County
March 23, 2006 revised July 31, 2006
Tanglewood Industrial Park Section E is a new commercial subdivision in PasqUotank County.
Section I has been constructed and the final plat has been recorded. Tan.glewood 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. Thototal site area iTK�86acres. This area is 3.37 acres less than what was
previously permitted as a —portion of 'theoverall tract was sold1THe Farea sold-was-isolated,from
[am -
zoning jurisdiction. The majority of soilsfound on the site is Roanoke and
poorly drained.
This project is ar_r�o­dTf_icauii�_nof -ap j
EoJFc_t.
permiTt_cd_iF_January 2001. The t'otaiTract —area of -69:86
acres is 3.37 acres less than the area was previously permitted. A portion of the tract that was
isolated from the remainder of the tract by an existing utility right-of-way was sold. It was sold
as part of an 18 acre tract that now belongs to the utility company as an electrical sub -station.
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-INRCS 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 ft
ASL and ip L I'OT
Eovide-on:site'stor g otrainfall-eiie-nts--iF--proxii:�ityof�tfTe r —evgnt.
On -site storage of storm water was accomplished by constructing a sGirmunding-clCiiiT5—ge ditch,at
a flat gracle-with-6-1-si e.SI5-pes. Per this permit application, we are re'questing to utilize this
storage area7516ng with outlet control devices and constructed wetland pockets to treat storm
water quality.
Basing the-built-Epon ­arca ofTFe—siFe—aF7-0-17�-i7Fp-e—rviTus, and <izaion o/structed storm
surface X,
water well ets (SWWF). 7our rreouired-wetiand' - _�'r­ca iT24�345,sf. We are also
providini 4,9 1 V of swale/ditch area at a 6:1 side slope. These-1—argeswal�_sdrain directly to the
S) s�-�e SWWP's are strategically placed throughout the site to allow �ie­maximum
treatment to all feeder ditches throu2hoijt thE-Droiect. ffRls system DrovideC-�]'P� sf �of surfacc-�
Fr -ea o �storm_watef-wctff _ridTo­c 17-c t —a nqZ3_,4..7Y9f.:Uf -�_urf i-ce—o f IZ�. B ase d Ll pon the se n u in be rs
we are providing more than 5 times the required suriace area FEWElland treatment.

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 atPFv_ati_on 11.36, which stores the I "TunoffVOILIMe. The volume of the I"
runoff is 184 549 cf Tliis volume is stored in the SWWPs and the swale system. There actually
�L�
is more storage provided in excess of the F Volume by flooding of roadside ditches. The
roadside ditch volume was riot 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. All -treatment devices have beerCinstalled-correctlylM!nus
L -vegetation,7 however some of the originally permitted storage areas and impervious areas have
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
17,296 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 s4ravel
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 gravel
96,055 sf total impervious coverage
Lot 10 Section E
68,714 sf of gravel
iu-istne-oniyLiovtnat-nas-i)een-aeyeiopea in excess or me atiowaoie-coverage. i ne owner
going to remove-7., w 000 sf�of gravel-and-seed-the-area.of-remoyal.to-bril�g�io--t.I.O-into-complianc
with its 621000�sflimd

WETLAND POCKET OPERATION AND MAINTENANCE AGREEMENT
The wetland pocket system is defined as the wetland pockets, pretreatment including swales, wetland ditches
and the earth weirs.
Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wetland pocket system for sediment accumulation, erosion, trash accumulation, vegetated
cover, and general condition.
b. Check and clear the pipes through the earth weirs of any obstructions.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. If the elevation of the marsh areas exceeds the permanent pool elevation, the sediment should be
removed to design levels. This shall be performed by removing the upper 6 inches of soil and stockpiling
it. Then the marsh area shall be excavated six inches below design elevations. Afterwards the stockpiled
soil should be spread over the marsh surface. The soil should not be stockpiled for more than two weeks.
5. Wetland planting densities in the marsh areas should be maintained by replanting bare areas as needed.
Wetland plants should be encouraged to grow in the marsh areas.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical,
All components of the wetland pocket system shall be maintained in good working order.
Page I of 2

I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWO of any problems with the system or prior to any
changes to the system or responsible party.
Print name:- Jon Crouse, Trustee for George H. Winslow Revocable Trust
Address: 1268 US 17 South
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.
a Notary Public for the State
County of (,C'x'Sr
do hereby certify that -��rN
personally appeared before me this '11' dayof O��L. , and acknowledge the due
13
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
nffi�inl cani
VARIANKE L COM
NOTARY PURIC
WWOLMK CDUJM Re
SEAL
My commission expires LP - Q��R
Page 2 of 2

ff�man & Robey, PC
Consulting Engineers and Land Surveyors [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 7011109
Dear Mr. Moore:
August 7, 2006
Re E- C FE! � V I E I a
I
AUG 0 6 2006
As we discussed last month, the stormwater treatment system for the above
referenced project has been constructed according to the revised plans except for the
required plantings. The owner has received an estimate for the plantings and anticipates
having the required plants installed in September/October.
Enclosed for your review and approval, please find the following items:
Two (2) copies of sheet I of the plans revised to show labels for each
wetland pocket.
2. The original and one (1) copy of the operation and maintenance agreement.
3. Two (2) copies of the revised project description.
If you have any questions, please do not hesitate to call this office at
[phone].
cc: file
Jon Crouse
Sincerely,
S If n C. Robey, P.E.
aa-'_
�mberlyD. R4
Project Manager
P. 0. Box 339, Camden, NC 2 792 /

k\VNq A Pls�,
Michael F. Easley, Governor
William G. Ross Jr., Secretary
10 7
North Carolina Department of Environment and Natural Resources
Alm W. Klimek, P.E. Director
Division of Water Quality
September 19, 2006
George Winslow Revocable Trust
Attn: Mr. Jon Crouse
1268 US17 South
Elizabeth City, NC 27909
Subject: Stormwater Review SW7020612
Modifications for Tanglewood Industrial Park
Section D, E, and Lot 4
Dear Mr. Crouse: Pasquotank County
This office received your modification request and stormwater application for the subject project
on April 5, 2006. A preliminary review of your project was completed and I spoke by phone with Ms. Kim
Hamby on several occasions regarding the status of your project and the additional information needed to
make your application complete.
A follow-up package with additional information was received at our office on August 8, 2006.
This package included the minor plan changes as discussed with Ms, Hamby, and a signed Operation
and Maintenance Agreement; however, the Engineer's Certification for the completion of the stormwater
system was not submitted. Apparently, the engineer's certification has not been provided for two
reasons: (1) the wetland plants have not been installed according to the original permit requirements,
and (2) the owner of Lot # 10 has exceeded the allowable impervious area. It is my understanding that
you would resolve these issues and then contact Hyman & Robey, PC in order that a final inspection
could be completed and the proper certification submitted. Before we can modify your existing State
Stormwater permit the items listed above must be addressed.
The above requested information must be received in this office prior to October 19, 2006. or your
application will be returned as incomplete. The return of this project will necessitate resubmittal of all
required items including the application fee. If you need additional time to submit the required information.
please mail or fax your request for time extension to this office at the Letterhead address. .
You should also be aware that the Stormwater Rules require that the permit be issued prior to
any development activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North
Carolina General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day. In addition,
your existing stormwater permit requires that the approved stormwater system be constructed and
complete. prior to any development activity.
If you have questions, please feel free to contact me at [phone].
Sincerely�,
William J. Moo
Environmental Engineer
Washington Regional Office
cc: Hyman & Robey, PC
Mr. Robert Farris, CE Solutions
Mr. Eddie Griggs
Mr. Albert Avanesyan, Carter Lumber
Pasquotank County Planning/Inspections One
6e4ashington Regional Office N C
ratwruaol
North Carolina Division of Water Quality Washington Reagional Office Phone [phone] FAX [phone] Customer Service
Internet: h2o.mr.statenc.us 943 Washingon Square Mall, Washington, NC 27889 1-877-623-6748
An Equal OpportunitylAffirmatve Action Employer— 50% Recycled/10% Post Consumer Paper

[Fwd: Re: tanglewood Griggs Lumber New Locationj
subject: [Fwd: Re: tanglewood Griggs Lumber New Location]
From: At Hodge <ALHodgc(j4ncmaiLneP
Date; Tue. 19 Sep 2006 08:32:15 .0400
To: Moore Bill �Bill.Mosurc&cmail.net>
hi bill:
please give this guy an asticate , cup, . thanks
Al Hodge
Division of Water Nality
Surface Water Protection
Washington Regional Office
Regional Office 252-946-6481
Direct 252-948-3844
fax- 252-946-9215
Subject: RE: tanglewood Griggs Lumber New Location
From: "Alberl
Date: Thu, 14 Sep 2006 09:35:35 -0400
To: <ALHodgc@ncmaiLnet>
CC: "Robert Farris" < [e-mail]>
Al,
After our conversation in August about a month ago I had an impression that it will not take long before we hear from
your office.
We have bids in and ready to hire a site contractor to start grading work. We have a Ground Disturbance Permit
(please see attached) and still waiting for your review and approval of the storm water management plan.
Please let me know the status of the review and estimated response date from your office, so we can hire contractor
and schedule the start date. Local contractors that submitted bids for this project calling me to find out if they hired
and I can't make a decision because we do not have your permit yet and really do not know when we are going to get
it....
Your response will be greatly appreciated.
Thank you.
Albert Avanesyan P.E., P.S.
Carter Lumber
Construction and Real Estate Development Division
330-221-0252 mobile
877-586-2374 x 495 office
888-761-8313 fax <
From: Robert Farris [mailto: [e-mail]]
Sent: Thursday, September 14, 2006 8:46 AM
To: Albert Avanesyan
Subject: Fwd: tanglewood ind park
This arrived last week from Al Hodge at DENR.
M
Begin forwarded message:
From: At Hodge <Al.Hodqe(q)ncmail.net>
Date: September 7, 2006 9:51:16 AM EDT
To: Bob Farris <1 farris(o)adelphia. net
Subject: tanglewood ind park
1111197,118
--- - ti/
�0/ /0- _q,
?4
91114
I of 8 9/19/2006 2:23 PM

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
n� '-Cl
Griggs Lumber November 21, 2005
Attn: Mr. Eddie Griggs
PO Box 100
Point Harbor, NC 27964
Subject: Stormwater Review SW7060842
Griggs Lumber - Elizabeth City
Dear Mr. Griggs: Pasquotank County
Alm W. Klimek, P.E. Director
Division of Water Quality
This office received a stormwater application, along with plans and specifications, for the subject
project on August 23, 2005. Recently, Mr. Robert Farris and I discussed your project and s6eral items
that need to be addressed to complete your application package. Before a State Stormwater permit can
be issued the following additional information is needed:
(1) Delineate drainage basins on site plan and show that runoff is directed to on -site wetland
pockets, or provide alternative treatment measures on -site.
(2) Submit enclosed OFF -SITE Supplement Sheet.
(3) Provide documentation that project complies with deed restrictions as required by Stormwater
Permit No. SW7020612.
(4) Provide engineers certification that off -site system has been constructed as approved.
(5) Stormwater Permit SW7020612 must be modified to reflect site changes. Current Permit
Owner must request a permit modification.
(6) Revise plans, details and stormwater narrative as needed to reflect changes.
The above requested information must be received in this office prior to Decembef 22, 2005 or
your application will be returned as incomplete. The return of this project will necessitate resubmittal of all
required items including the application fee. If you need additional time to submit the required information,
please mail or fax your request for time extension to this office at the Letterhead address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to
any development activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North
Carolina General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
If you have questions, please feel free to contact me at [phone].
Sincerely,
William J. Moore,
Environmental Engineer
Washington Regional Office
cc: CE Solutions
Pasquotank County Planning/inspections
Washington Regional Office
to Caroli
wurall
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAN [phone]
Internet h2o.enr.state.m.us 943 Washington Square Mail, Washington, NC 27889
An Equal Opportun4/Affirmalive Action Employer— 50% Recyded/10% Post Consumer Paper
Customer Service
1-877-623-6748

R
7�
Q r
jR
"C
CERTWMD MAIL
RETURN RECEIPT REQUESTED
7003 3110 0002 0608 $072
Griggs Lumber
Attn: Mr. Eddie Griggs
PO Box 100
Point Harbor. NC 27964
Dear Mr. Griggs:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Ain W. Klimek, P.E. Director
Division of Water Quality
P �-/
March8,2006 60 1
Subject: RE-rURN
Stormwater Project SW7050842
Griggs Lumber - Elizabeth City
Pasquotank County
This office received your Coastal Stormwater Application and supporting information for the subject
project on August 23, 2005. By letter dated November 21, 2005, additional information was requested to
make the application complete. I met with Mr. Robert Farris at the proposed site on November 29, 2005 to
discuss your project and the required items. It is my understanding that a new owner is now involved with
this project, and that the constructed wetland system that serves the Tanglewood Industrial Park is not yet
complete. Because we have not received the additional information requested, your project is being returned
as incomplete.
Please be advised that construcbon of the proposed facilities without a valid permit is a violartion of
15A NCAC 2H.1000 and North Carolina General Statute 143-215.1 and may subject you to appropriate
enforcement actions in accordance with North Carolina General Statute 143-215.6. Civil penalties of up to
$10,000 per day per violation may be assessed for failure to secure a permit required by North Carolina
General Statute 143-215.1.
If you decide to pursue the project in the future, you must submit a complete new application
package, along with plans and specifications, and a new permit processing fee.
If you have any questions or comments concerning this matter, please call me at [phone].
Sincerely,
William J. Moore,
Environmental Engineer
Washington Regional Office
cc: CE Solutions
Pasquotank County Planning/Inspections
Washington Regional Office
to Carob
a4a%&
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone]
Internet: h2o.enr.stata.nc.us 943 Washington Square Mall, Washington, NC 27889
An Equal Opportuno/Affimiative Action Employer— 50% Recycled/10% Post Consumer Paper
Customer Service
1-877-623-6748

Modificaitons for SW7020612-Tanglewood Industrial Park
Subject: Modificaitons for SW7020612-Tanglewood Industrial Park
From: Robert Farris <1 farris@adelphia. net>
Date: Thu, 21 Sep 2006 12:36:40 -0400
To: Moore Bill <[e-mail]>
CC: Avanesyan Albert <[e-mail]>, Crouse Jon <jon@tanglewoodnc;.corn>, Hodge
Al <[e-mail]>
00
I was just faxed a copy of your September 19th letter to Jon Crouse (George Winslow Revocable Trust now the GHW
Family Trust) and frankly I am concerned. If I am interpreting it correctly, your letter fequires-.anEngii�ee—rs-CEdffl�atidn
4br-thexompletion: "_e:stormwater:§y-st-e-ih to be submitted by not later than October 19, 2006. It also assumes that the
certificate has not been provided for two reasons: (1) the-wedand:piants:have'not-been-installcd-according to the original
permit requirements, and (2) the ownerrif l�t-ff.1'0-fiiiex—ceed�d-the-allowabte*impervious area. Lot 10 was a lease lot
that is owned by the Trust. The tenant spread the rock ­Ihatis of To—nce-m-----�-/
Bill, this stbrmwater plan has put me in an unusual and uncomfortable situation in that I)reprcsent-I56th'the-Tffg-fFw—ood
DeIMLopmenLand-C-arter-'17u—mWrL&KN-Eiriggs Lumber. To further complicate the situaf-ot-
, the stormwater management
plan was handled by Scan Robey before my involvement with Tanglewood and as a consequence the Hyman and Robey
office (quite properly) has submitted the revised stormwater management plan. That puts me in the uncomfortable
position of watching:t56ti�-cli��nLtEhu=rt7�y-ti�me�ilay—s due to something I have very little (or no ability):Lo �exp2ER.—eor
control7We are at the mercy of DWQ.
Prior to the August submital to DWQ by Robey, Jon Crouse and both you and I participated in a conference call about
the wetlands plants and the coming Engineers Certification from Robey. In our last c6-riV-er-is�ati6fFyou-stated-that-y--O--U--'
? were�:ga-ti§fied:that7.the:dtainage:gystems:had:been-consfru—cte�d.-ga-tigfFcto-rilTih-the-Tanglew66d-IndustfiaI Park'ljurthe
1RetI&FdT`stiII.Ee�eded tolLe plan-te-d.--J3n agreed. You also indicated that once your rccetved �Robey's submiffil �you were
ready to permit the stormwater management plan but that you would later require an engineer to submit proof that the
welland plants had in fact be planted. Our conversation that day included discussion about how it,was-not the*right'tiffie
I -----------
of�ttFe -year tb-plant-the-wetland-plants�and"tarthey� �ere-difficuilrto-geLwLitnhort notice. e�7 �D
I am not sure what changed your approach to this plan submittal. Robey-was:stfpp—oked*.t6-gLve'you an-engmeers
certificatiF.'on evetything,burth—ewetlYn-d -i)]Fnts7 and then verify the wetland plantings at a later date. Now it seams that
you wantthe wettands-p'lants-instalIE"d'immediately'and'an-Engineers-Certificate-showingthe-project-100%-complete by
not later than-O�ioberJ9. 2006 � �own:��u-tUtlrc —KyMem aird have to start over. Whiflclffn—gedl�
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NCDENR
DIVISION OF WATER QUALITY
WASHINGTON REGIONAL OFFICE
WASHINGTON, N-C, 27889
Phone: [phone] FAX: [phone]
TO: 4
FAX NO. 99 9 - 7t10 I - 9-31-3
FROM:
DATE: //c, /0(,
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COMMENTS:

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1P"Aw"OFFIGE
Date Received
Fee Paid
Permit Number
1, -1 q-oz-
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State of North Carolina FRVI � r, W, I V V� I
Department of Environment and Natural Resources
10 Division of Water Quality JUN 1 4 2.00z
STORMWATER MANAGEMENT PERMIT APPLICATION 17�1
Thisform may be photocopiedfor use as an original
GENERAL INFORMATION -ret YQ V-�o
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
George H. Winslow Irrevocable Trust
2. Print Owner/Signing Official's name and tide (person legally responsible for facility and compliance):
Jon Crouse, Trustee
3. Mailing Address for person listed in item 2 above:
1268 US 17 South
City: Elizabeth City State: —NC Zip: 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.):
Tanalewood Industrial Park - Section E & Lot 4 - Section D
5. Location of Project (street address):
Off US 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. Latitude: 760 18,
Longitude: 360 16'
of project
S. Contact person who can answer questions about the project:
Name: Jon Crouse Telephone Number: ( 252 335-4887
if. PERMIT INFORMATION:
1. Specify whether project is (check one): _New —Renewal X Modification
Form SWU-101 Version 3.99 Pa.�e I of 4

2. If this application is being submitted as the result of a renewa.1 or modification to an existing permit, List the
existing pern-Lit number SW7990518 and its issue date (if known)AuTust 20, 2001
3. Specify the type of project (check one): SW 70009
Low Density X High Density —Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major X Sedimentation/Erosion Control 404/401 Penrut 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 in qrass lined swales with 3:1 minimum side sloDes
and routed to a large grass lined swale with a 5' hottom width and 6:1 side slopes.
These large swales will then flow tbrough storrmTater wetland pocl�ets.
2. Stormwater runoff from this project drains to the Pasquotank River basin.
3. Total Project Area: 73.23 acres 4. Project Built Upon Area: 68.32 %
5. How many drainage areas does the project have?
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.
'13 on
.................
i ainage, rea-
Draihag��if 2"' 'P,
Receiving Stream Name
Little River
Receiving Stream Class
C SW
Drainage Area
73.23 AC
Existing Impervious* Area
1.06
Proposed Impervious*Area
48.97
% Impervious* Area (total)
T-68,32
"%Dla�rf� r aT."
W,
e
On -site Buildings
On -site Streets 2.07 AC
On -site Parking
On -site Sidewalks
Other on1kBgTj8;,TgBlper 47.96 AC
Off -site
Total: 50-03 AC Total:
Impervious 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 3.99 Pa.-e 2 of 4

7. How was the off -site impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
trictions and protective covenants are required to be recorded for all
The following italicized deed res or to the sale of any lot. if lot sizes vary significantly, a
subdivisions, outpaLrcels and future development pri ided as an
table listing, each lot number, size and the allowable built -upon area for each lot must be prov
attachment.
1. Thefollowing covenants are intended to ensure ongoing compliance with state stormwater management Permit
as issued by the Division of Water Quality. These covenants may
number
not be changed or deleted without the consent of the State.
2, No more than squarefeet of any lot shall be cove -red by structures or impervious materials.
stone, slate or similar material but do not include wood
Impervious materials include asphalt , gravel, concrete, brick
decking or the water surface of swimming Pools-
3. Swales shall not befilled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction. ed into the permitted stor . mwater control
5. All permitted runoffftom outparcels orfi�ture development shall be direct
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as per-mitted.
i certify that the recorded deed restrictions and protective covenants for this project
By your signature below, You . d above, that the covenants will be binding on,ah oarties and
shall include all the applicable items require ith the land, that the required covenants car�not be changed or
persons claiming under them, that they will run w
deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS nnit supplement forrift(s) listed below must be submitted for
The applicable state stormwater management pe3 ral Pemuts Unit at [phone] for the
each BNAP specified for this project. Contact the Stormwater and Gene
status and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
infiltration Basin Supplement
Form SV.[U-104
Low Density Supplement
curb Outlet System Supplement
Form SWU-105
Form SWU-106
Off -Site System Supplement
Trench Supplement
Form SWU-107
Form SWU-108
Underground infiltration
Neuse River Basin Supplement
Practice Supplement
Form SWU-109
Innovative Best Management
Form SWU_ 10 1 Version 3.99 Page 3 of 4

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.
I. 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
- L A
egen
- 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
Mailing Address:__fS29 S. Huqhes Blvd.
City: Elizabeth City State: NC Zip: 27909
Phone:( 252 335-1888
Fax: ( 252 338-5552
VlII- APPLICANT'S CERTIFICATION
1, (print or type name of person listed in General Information, item 2) Jon Crouse
certify that the information included on this permit application form is, to the best of my knowledge correct d
that the project will be constructed in conformance with the approved plans, an
that the required deed restrictions
and protective covenants will be recorded, and that the proposed project co hes with the requirements of 15A
NCAC 2H.1000r\ X /-I
Date:
Form SWU_ 10 1 Version 3.99 Page 4 of 4

November 14,2001
Revised May 29, 2002
Page 1 of I
ATTACHMENT TO STORMWATER MANAGEMENT PERMIT APPLICATION
FOR TANGLEWOOD INDUSTIAL PARK
SECTION E and LOT 4 SECTION D
LOT # LOT SIZE LOT SIZE
(IN ACRES) (IN SQUARE FEET)
ALLOWABLE
IMPERVIOUS AREA
(IN ACRES)
ALLOWABLE
IMPERVIOUS AREA
(IN SQUARE FEET)
1
1.91
83,199
1.33
58,000
2
3.88
169,012
2.71
118,000
3
2.75
119,666
1.91
83,000
4
2.58
112,231
1.79
78,000
5
27.19
1,184,396
19.03
829,000
6
1.59
69,260
1.1
48,000
7
1.5
65,340
1.03
45,000
8
1.5
65,340
1.03
45,000
9
3
130,499
2.09
91,000
10
2.06
89,682
1.42
62,000
11
2.06
89,682
1.42
62,000
12
2.06
89,682
1.42
62,000
13
2.06
89,682
1.42
62,000
14
2.06
89,548
1.42
62,000
15
10.74
467,683
7.51
327,000
4, SECT. D
1.91
83,199
1.33
58,000
TOTAL IMPERVIOUS AREA
47.96
2,090,000

Tanglewood Industrial Par "%
Section "E" and Lot 4, Sectionit 6D99 jUN 4 NU
Tanglewood Industrial Park Section E is a new subdivision proposed in Pasquotank County.
Tanglewood is approximately 71.32 acres and is located adjacent to US 17 South and Forman
Bundy Road. Lot 4, Section D is a 1.91 -acre adjacent undeveloped lot that is to utilize the
drainage system being created for Section E. The total site area is 73.23 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 ft
ASL and provide on -site storage of rainfall events in proximity of the 10yr event.
On -site storage of storm water was accomplished by constructing a surrounding drainage ditch at
a flat grade with 6:1 side slopes. Per this permit application, we are requesting to utilize this
storage area along with outlet control devices and constructed wetland pockets to treat storm
water quality.
Basing the built upon area of the site at 70% impervious, and utilization of constructed storm
water wetland pockets (SWWP), our required wetland surface area is 25,519 sf. We are also
providing 5,425 If of swale/ditch area at a 6:1 side slope. These large swales drain directly to the
SWWP's. The SWWP's are strategically placed throughout the site to allow the maximum
treatment to all feeder ditches throughout the project. This proposed system provides 51,255 sf of
surface area of storm water wetland pocket and 92,214 sf of surface of swale. Based upon these
numbers we are providing more than 5 times the required surface area for wetland treatment.
In addition to providing the SWWP's and the swale system, we are installing outlet control
devices in the form of rip -rap protected earthen weirs with 4" pvc draw down pipes. The top of
the weir is situated at elevation 11.36, which stores the F runoff volume. The volume of the I"
runoff is 195,280 cf. This volume is stored in the SWWP's and the swale system. There actually
is more storage provided in excess of the I" volume by flooding of roadside ditches. The
roadside ditch volume was not taken into consideration during the volume calculations.

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&man & RobeV
Consulting Engineers and LandSurveyors (252) 33.5-1888 Office
[phone] Office
[phone] Ftcv
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
Project # 885
Dear Mr. Moore:
June 10, 2002
PF CT;7VED
JUN 1 4 2002
BY:--Lj-a
As we discussed last week, the above referenced drainage plan has been revised to
include Lot 4, Section D. Enclosed for your review and approval, please find the
following items:
Two (2) copies of the "Streets, Grading, Drainage and Sediment & Erosion
Control Plan" and the "Streets, Grading, Drainage and Sediment &
Erosion Control Details"
2. One (1) copy of the site plan for Lot 4, Section D (Culligan).
The original and one (1) copy of the modified Stormwater Exemption
Application.
4. Two (2) copies of the project description and attachments.
529 S. Hughev Blvd., Elizabeth City, NC 2 7909

0
5. 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].
cc: file
Sincerely,
Sean C. Robey, P UE
wyt��
Kimberly D. Hamby
Engineering Assistant

L k) Rr'�- Z
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
DIVISION OF WATER QUALITY
July 26, 2002
George Winslow Irrevocable Trust Pei
Attn: Mr. Jon Crouse /4
1268 US 17 South
Elizabeth City, NC 27909
Subject: Stormwater Permit No. SW7020612
Tanglewood Industrial Park,
Section E & Section D - Lot 4
High Density Stormwater Project
Pasquotank County
Dear Mr. Crouse:
The Washington Regional office received the completed
Stormwater Application for the subject project on June 14, 2002.
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. SW7020612 dated July 26, 2002, to George Winslow
Irrevocable Trust.
This permit replaces all previous stormwater permits for this
site, and shall be effective from the date of issuance until July
26, 2007 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.
I
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.
943 Washington Square Mall Washington, N.C. 27889 Telephone [phone] FAX [phone]

0
I
George Winslow Irrevocable Trust
July 26, 2002
Page Two
If you have any questions, or need additional information
concerning this matter, please contact Bill Moore at (252) 946-
6481, extension 264.
Sincerely,
lligan
Water Quality Regional Supervisor
Washington Regional office
cc: Hyman & Robey, PC
Pas,quotank County Inspections
oashingtcn 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 DEVELOP14ENT
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 Irrevocable Trust
Pasquotank County
FOR THE
construction, operation, and maintenance of storrawater management
systems in compliance with the provisions of 15A NCAC 2H.1000
(hereafter referred to as the "sto-rmwater -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
wetland pockets and grassed swales to serve the Tanglewood
Industrial Park, Section E, 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 July 26,
2007 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

DIVISION OF WATER QUALITY
PROJECT DATA
Project Name:
Tanglewood Industrial Park
Section E & Lot 4 of Section D
Permit Number:
sw7020612
Location:
Pasquotank County
Applicant:
George H. Winslow
Irrevocable Trust
Mailing Address;
1268 US 17 South
Elizabeth City, NC 27909
Application Date:
06/14/02
Water Body Receiving Stormwater UT -Little River
Runoff:
Classification of Water Body: C
Total Site Area: 73.23 acres
Total Impervious Surfaces Allowed: 50.1 acres
(based on 70% max lot build out)
Required Surface Area SA/DA: 25,519 sf
(for wetland pockets)
Provided Surface Area: 51,255 sf, wetland pockets
Required Storage Volume:
(based on 1.0 inch)
Provided Storage volume:
(wetland pockets & swales)
Controlling Orifice:
21
92,214 sf, swale area
19S,280 cf
195,280 cf
outlet control devices
weir elev @ 11.36 ft

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.
5. 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.
Change 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:

3
a. Semi-annual scheduled inspections (every 6 months)
b. Sediment removal
C. Mowing and revegetation of side slopes
d. Immediate repair of eroded areas
e. Maintenance of side slopes in accordance with approved
plans and specifications
f. Debris removal and unclogging of outlet structure,
orifice device and catch basins and piping.
4. Records of maintenance activities must be kept and made
available upon request to authorized personnel of DWQ. The
records will indicate the date, activity, name of person
performing the work and what actions were taken.
5. This permit shall become voidable unless the facilities are
constructed in accordance with the conditions of this permit,
the approved plans and specifications, and other supporting
data.
6. Upon completion of construction and prior to operation of this
permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that
the permitted facility has been installed in accordance with
this permit, the approved plans and specifications, and other
supporting documentation. Mail the Certification to the
Washington Regional Office, 943 Washington Square Mall,
Washington, North Carolina, 27889, attention Division of Water
Quality.
7. A copy of the approved plans and specifications shall be
maintained on file by the Permittee for a minimum of five
years from the date of the completion of construction.
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).
U

1Z-
3. The issuance of this permit does not preclude the Permittee
from complying with any and all statutes, rules, regulations,
or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.
4. In the event that the facilities fail to perform
satisfactorily, including the creation of nuisance conditions,
the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as
the construction of additional or replacement stormwater
management systems.
5. The permit may be modified, revoked and reissued or terminated
for cause. The filing of a request for a permit modification,
revocation and reissuance or termination does not stay any
permit condition.
Permit issued this the 26 th day of July, 2002.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management
Permit Number SW7020612
7
Commission

Tanglewood Industrial Park, Section E
Elizabeth City, NC
Wetland Pockets, Swale System and
outlet Control Devices
Stormwater Permit No. sw7020612
Designer's Certification
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
(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.
Signature
Registration Number
Date
Ed