SW7091117_HISTORICAL FILE_20210729

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

LJ
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRIAN WRENN
Director
United States Coast Guard
Attention: Commanding Officer
1664 Weeksville Road, Bldg. 35
Elizabeth City, NC 27909-5006
Dear Sir:
NORTH CAROLINA
Environmental Quality
July 29, 2021
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7091117
USCG -- Exchange, Thrun Hall Barracks & Galley
Pasquotank County
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7091117 for a stormwater treatment system consisting of a wet
detention pond serving the Exchange/Mini-Mart, Thrun Hall Barracks and Galley located
at 1664 Weeksville Road, Elizabeth City, NC expires on December 31, 2021. This is a
reminder that permit renewal applications are due 180 days prior to expiration. We do
not have a record of receiving a renewal application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. Also, it was noted in the file review that a designer's certification that the
project was constructed in accordance with the approved plans as required by the
permit has not been submitted. Please include this with your application. Permit
application forms for renewal can be found on our website at:
https://deq.nc.gov/abouVdivisions/energy-mineral-and-land-
resources/stormwater/storniwater-program/post-consfructioli-2. North Carolina General
Statutes and the Coastal Stormwater rules require that this property be covered under a
stormwater permit.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at
roger.thorpe(c_ncdenr;gov.
Sincerely,
Vg,1 e� �
Roger K. Thorpe
Environmental Engineer
North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
QEQ> Washington Regional Office 1 943 Washington Square Mall I Washington, North Carolina 27889
rwHn+cwounw
hoo"�, 252.946.6481

Dumpor, Samir
From: Jacob.H.Wamsley@uscg,mil on behalf of Wamsley, Jacob H CDR
<[e-mail]>
Sent: Wednesday, October 23, 2013 4:04 PM
To: Dumpor, Samir; Vinson, Scott
Cc: Mcclain, Pat; Hunneke, William F; Patterson, Jenny; Naeyaert, Jacob P GS12
Subject: RE: US Coast Guard Station Elizabeth City - STORMWATER
Follow Up Flag: Follow up
Flag Status: Flagged
ALCON,
I hope we have all had the time to recover from our Federal and State organizational and budgetary challenges.
Moving forward, Base Elizabeth City has a written storm water plan.
However, it is written for the Airport. The Base side is an industrial facility. My Environmental Protection Specialist, Jake
Naeyaert and I have many questions about moving forward with our plan and direction to mitigate the impact of this
Base.
At someone's convenience we would like to sit down and take a few hours to ask questions and review our SWPP to
determine the shortcomings and steps to obtain a Permit. We are able to travel to Washington if we have the
opportunity to meet.
Please let me know when we can get together.
CDR Wamsley
CDR Jacob H. Wamsley III MPH, REHS, EMT Chief Safety and Environmental Compliance Division US Public Health Officer
United States Coast Guard Base Elizabeth City, NC 27909
(252 ) 335-6356
How are we doing?
www.uscg.mil/dol/survey
-----Original Message -----
From: william.hunneke@ncdenr,gov (mailto:[e-mail]]
Sent: Friday, September 13, 2013 12:26 PM
To: Wamsley, Jacob H CDR; Naeyaert, Jacob P G512; Dumpor, Samir; Vinson, Scott
Cc: Mcclain, Pat; Patterson, Jenny
Subject: US Coast Guard Station Elizabeth City - STORMWATER
Greetings,
This email is to serve as establishing a point of contact between the USCG Station Elizabeth City and the NCDENR Storm
Water Section.

Yesterday I performed a hazardous waste inspection at USCG Station E.
City and volunteered to provide the base with a POC for future storm water discussions.
I was referred by Pat McClain to forward the request to Samir Dumpor and Scott Vinson at the NCDENR Washington
Regional Office
and would like to introduce Commander Jacob Wamsley and Environmental Protection Specialist Jacob Naeyaert to the
department.
I have cc'ed all party's mentioned and wish you all the best.
Please advise if I may be of further assistance.
Kind regards,
Bill Hunneke
William F. Hunneke
Environmental Senior Specialist
Hazardous Waste Section - Division of Waste Management, NCDENR
PO Box 182 Simpson, NC 27879
office phone: [phone]
Email correspondence to and from this address is subject to the North Carolina Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.

Dumpor, Samir
From: [e-mail] on behalf of Naeyaert, Jacob P GS12
<[e-mail] >
Sent: Wednesday, October 30, 2013 9:36 AM
To: Vinson, Scott
Cc: Mcclain, Pat; Dumpor, Samir; Wamsley, Jacob H CDR
Subject: RE: US Coast Guard Station Elizabeth City - STORMWATER
Good Morning, Mr. Vinson.
Let's shoot for November 21, 2013 at around 10:00am.
Our new office is in Building 62, just before the'round building' as you are coming down the main road. That building is
in the process of being demolished.
Also, could you please let me know who will be attending? I will need to provide the names to our Security.
Here is my cell phone number - 252.256.1952. Feel free to give me a call if anything changes, or if you cannot reach me
at my desk.
Regards,
Jacob Naeyaert
Environmental Protection Specialist
USCG Base Elizabeth City
Safety & Environmental Department
1664 Weeksville Road, BLDG #62
Elizabeth City, NC 27909
Phone [phone]
Fax 252,335.6017
-----Original Message -----
From: [e-mail][mailto:[e-mail]]
Sent: Tuesday, October 29, 2013 10:18 AM
To: Wamsley, Jacob H CDR
Cc: Mcclain, Pat; Naeyaert, Jacob P G512; Dumpor, Samir
Subject: RE: US Coast Guard Station Elizabeth City - STORMWATER
CDR Wamsley,
The earliest dates we have been able to put together to meet with you at the base are November 14, 19, or 21 around
say loam. Please let us know if these work, if not, we can set a date sometime in December. After discussing the
permitting options of the base with our Central office staff, it is likely that we will try and fit the base under the general
NPDES permit NCG150000 for airports instead of requiring an individual permit. In addition to discussing the plan for
the NPDES Stormwater Program, we would like to take the opportunity to talk about and if time allows visit, the two
individual permitted projects on base covered by the State Stormwater Program.

Permit SW7991201- USCG Aircraft Parking, Low Density permit issued on 12/20/1999 Permit SW7091117 - USCG
Replacement Mini-Mart/Exchange-Support Center & Thrun Hall, High Density permit originally issued on 12/01/2009,
modified on 3/14/2011, expires on 12/31/2021(renewal required prior to this date) Please let us know if one of the
dates above work and we'll set the date.
Thanks,
Scott Vinson
Land Quality Section
Division of Energy, Mineral, and Land Resources NC Department of Environment & Natural Resources
943 Washington Square Mall
Washington, NC 27889
Direct:[phone]
Office:[phone]
Before printing this email, please consider your budget and the environment.
*E-mail correspondence to and from this address is subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
-----Original Message -----
From: [e-mail] [mailto:Jacob. [e-mail]]
Sent: Wednesday, October 23, 2013 4:04 PM
To: Dumpor, Samir; Vinson, Scott
Cc: Mcclain, Pat; Hunneke, William F; Patterson, Jenny; Naeyaert, Jacob P GS12
Subject: RE: US Coast Guard Station Elizabeth City - STORMWATER
ALCON,
I hope we have all had the time to recover from our Federal and State organizational and budgetary challenges.
Moving forward, Base Elizabeth City has a written storm water plan.
However, it is written for the Airport. The Base side is an industrial facility. My Environmental Protection Specialist, Jake
Naeyaert and I have many questions about moving forward with our plan and direction to mitigate the impact of this
Base.
At someone's convenience we would like to sit down and take a few hours to ask questions and review our SWPP to
determine the shortcomings and steps to obtain a Permit. We are able to travel to Washington if we have the
opportunity to meet.
Please let me know when we can get together.
CDR Wamsley
CDR Jacob H. Wamsley III MPH, REHS, EMT Chief Safety and Environmental Compliance Division US Public Health Officer
United States Coast Guard Base Elizabeth City, NC 27909
[phone]
How are we doing?
www.uscg.mil/dol/survey
-----Original Message -----
From: [e-mail] [mailto:[e-mail]]

Sent: Friday, September 13, 2013 12:26 PM
To: Wamsley, Jacob H CDR; Naeyaert, Jacob P GS12; Dumpor, Samir; Vinson, Scott
Cc: Mcclain, Pat; Patterson, Jenny
Subject: US Coast Guard Station Elizabeth City - STORMWATER
Greetings,
This email is to serve as establishing a point of contact between the USCG Station Elizabeth City and the NCDENR Storm
Water Section.
Yesterday I performed a hazardous waste inspection at USCG Station E.
City and volunteered to provide the base with a POC for future storm water discussions.
I was referred by Pat McClain to forward the request to Samir Dumpor and Scott Vinson at the NCDENR Washington
Regional Office
and would like to introduce Commander Jacob Wamsley and Environmental Protection Specialist Jacob Naeyaert to the
department.
I have cc'ed all party's mentioned and wish you all the best.
Please advise if I may be of further assistance.
Kind regards,
Bill Hunneke
William F. Hunneke
Environmental Senior Specialist
Hazardous Waste Section - Division of Waste Management, NCDENR
PO Box 182 Simpson, NC 27879
office phone: [phone]
Email correspondence to and from this address is subject to the North Carolina Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
3

f

U.S. Department of
Homeland Security '.�•'
United States
Coast Gua-d
Mr. Scott Vinson
North Carolina Division of Water Quality
943 Washington Square Mail
Washington, NC 27889
Dear Mr. Vinson,
Commanding Officer
United States Coast Guard
Facilities Design and
Construction Center
5505 Robin Hood Road, Suite K
Norfolk, VA 23513-2431
Staff Symbol: PM
Email: [e-mail]
Phone: [phone]
Fax' [phone]
11000
12/ 14/2010
Li~G � 3 2010
Enclosed please find the Stormwater Permit application package for replacement of Thrun Hall
Barracks and Galley at the US Coast Guard Base in Elizabeth City, NC. The work includes
construction of a new barracks hall and galley, with Stormwater management for the disturbed
site of 10.98 acres.
We have also attached the construction documents, Operations and Maintenance agreement, soils
report, engineering calculations, and the required fee in the amount of $505.00. These plans and
fee allow for construction of 227,400 SF of impervious land area, which includes the mini-
mart/exchange that is currently under construction (permit #SW7091 1 17).
If you have any questions or require additional information, please contact my Environmental
Engineer, Marjorie Winemiller at [phone] or Marl'[e-mail].
Sincerely,
James M. Heinz, PE
Captain, U.S. Coast Gu
Commanding 01 ficer
The above signed has the authority to represent the U.S. Coast Guard
Enclosures: Stormwater Permit Application and Fee
Construction documents Operations and Maintenance Agreement
Soils Report
Engineering Calculations

Stormwater Management Strategy:
This development is considered high density by NCDENR and therefore requires water
quality treatment of 85% TSS removal. Runoff from the adjacent recently built mini -mart
/ exchange development must also be captured and treated. This is accomplished through
the use of surface swales which drain to a wet pond located on the north west portion of
the site which then drains to an existing drainage swale located behind the ball field. Due
to the inability to have the discharge from the pond outfall to a 30' vegetated buffer as
required by the NCDENR BMP manual, the pond is designed to treat 90% TSS per
NCDENR requirements.
In order to comply with Section 438 of the Energy Independence and Security Act of
2007, option 2 was chosen due to a seasonally high water table that prevented the use of
any infiltration BMPs. The wet pond provides detention for all storm events up to and
including the 100 year — 24 hour storm event and provides attenuation for smaller storm
events. The pre -developed condition of the site was assumed to be a wood -- grass
combination.
DEC, 2 3 2 W 0

Vinson, Scott
From: David,[e-mail] on behalf of Aydlett, David [David. [e-mail]]
Sent: Thursday, February 03, 2011 3:31 PM
To: Vinson, Scott
Subject: RE: USCG NCDENR Site access to Builidng 23 & 34
You should not have a problem driving right to it.
David Aydlett, P.E.
Base Support Unit - E.City
Facilities Engineering Division
252-335-6870/fax-6664
David.P.Aydlett(@uscg.mil
-----Original Message -----
From: scott.vinson(@ncdenr.Rov rmailto:scott.vinsononcdenr.govj
Sent: Thursday, February 03, 2011 1:06 PM
To: Aydlett, David
Subject: RE: USCG NCDENR Site access to Builidng 23 & 34
David,
Thank you. I know exactly where the site is, but do I need to ask for anyone in particular
to accompany me to the project area, or will security just allow me to drive right to it?
Scott
Scott Vinson
Environmental Engineer
NCDENR - Division of Water Quality
Washington Regional Office
Direct Line: [phone]
Office Line: [phone]
-----Original Message -----
From: [e-mail] fmailto:[e-mail]
Sent: Thursday, February 03, 2011 12:36 PM
To: Vinson, Scott
Subject: RE: USCG NCDENR Site access to Builidng 23 & 34
That should not be a problem
David Aydlett, P.E.
Base Support Unit - E.City
Facilities Engineering Division
252-335-6870/fax-6664
David.P.A dlett use .mil
I will pass your name on to security for base access.
-----Original Message -----
From: scott.vinsonncdenr.go_v mailto:scott.vinson ncdenr. ov
Sent: Thursday, February 03, 2011 10:26 AM
To: Aydlett, David
Subject: RE: USCG NCDENR Site access to Builidng 23 & 34

David,
I was actually trying to schedule my visit to the base for tomorrow if at all possible.
We've had the State Stormwater permit application since Dec. 23, 2010 received from James
Heinz, PE - Commanding Officer USCG Facilities Design & Construction Center Norfolk,VA and I
need to access the future Thrun Hall barracks site to auger a few holes to review the soils
and water table to verify the proposed design for the new detention pond. I'm based in the
Washington Regional Office and have a couple other projects up in Elizabeth City area that
I'm inspecting and was hoping to add this project to my days work. I left a voice mail for
you, but wanted to let you know in case you couldn't reach me by phone over the next hour I'm
just down at our office's blood drive and should be back to my office by 11:30am. Thanks for
your help,
Scott Vinson
Environmental Engineer
NCDENR - Division of Water Quality
Washington Regional Office
Direct Line: [phone]
Office Line: [phone]
From: Gerald C. Parsons fmailto:iparsonsoveteranconstructors.comI
Sent: Thursday, February 03, 2011 8:57 AM
To: David.P.A,dy Jett@uscg mil
Cc: Vinson, Scott; RKlauk LandDesi n.com; Bill Haas; O'Reilly, Brian
Subject: USCG NCDENR Site access to Builidng 23 & 34
David,
We are requesting site access for the following people:
Week of 2/7/11 - 2/11/11
Scott Vinson with NCDENR
Thanks
2

�Jr_
NCDENR
North Carolina Department of Environment and Natural
014�6
Resources
Beverly Eaves Perdue
Governor
Mr. James Heinz, PE — Commanding Officer
USCG Facilities Design & Construction Center
5505 Robin Hood Rd., Suite K
Norfolk, VA 23513
Dear Mr. Heinz:
Division of Water Quality
Coleen H. Sullins
Director
February 24, 2011
Dee Freeman.
Secretary
Subject: Stormwater Review SW7091117 Modification
Thrun Hall Barracks, Galley & Exchange
Pasquotank County
This office received a Coastal Stormwater permit application and plans for the subject project on December 23, 2010.
A preliminary review of the project indicates that before a State Stormwater permit can be issued the following additional
information is needed.
I . Although the proposed 12 wide Grasstone Paver access drive is made of permeable pavement, it would only receive
from 40-60% impervious credit, if approved, while the remainder would need to be accounted for on page 4 of the
application and within the pond designs. It does not appear that this area is included in the 8,200sf of Streets, please
verify and include within the application and design if not. In order to receive the proper credit, the minimum soil
requirements have to be met and the Pertneable Pavement Supplement and Operation & Maintenance forms need to
be filled out and submitted. However, it appears the pond is sized large enough as it is without needing this credit.
2. Please provide a trash guard / grating at the overflow weir to prevent flowing trash & debris from reaching surface
waters.
3. Please reduce the size of the drawdown outlet orifice. When verifying the drawdown time through the orifice
equation, the 4 inch diameter pipe will draw down the minimum design volume (28,950cf) in approximately 1.5 days
and will not meet the minimum 2-5 day time frame. Consider placing a smaller drawdown orifice (say 3.5 inches or
smaller) drilled in an end cap placed on the outfall of the 4 inch pipe. This can be easily viewed, unclogged and
maintained as needed without going into the pond.
4. Please do not forget to have any plans, calculations, supplements, narrative, etc. revised, signed, sealed and dated as
necessary to reflect all changes when re -submitting.
The above requested information must be received in this office prior to March 24, 2011 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.
North Carolina Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
Internet: www.nmaterquality org
Phone: [phone] FAX: [phone]
FAX: [phone]
NorthCarolina
Naturally
An Enual Onnnrtunity 1 Affirmative Adinn F.molnver

r
Please reference the Stormwater Project Number above on all correspondence. If you have questions, please feel free
to contact me at [phone].
cc: Matthew Bramwell, PE — Land Design, Inc.
ti/IrV-ashington Regional Office
North Carolina Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
Sin rely,
Scott Vinson
Environmental Engineer
lnterneC www.ncwaterquality.org
Phone: [phone] FAX: [phone]
FAX: [phone]
NorthCar.olina
Naturally
An EmM O000rtunity 1 Affirmative Artinn EmNover

4. Local jurisdiction for building permits:
' Point of Contact: Phone #:
IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
yr storm
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUDApproval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b. If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW — 1995 ❑ Ph II — Post Construction
3. Stormwater runoff from this project drains to the Pasquotank River basin.
4. Total Property Area: 12.36 ``acres 5. Total Coastal Wetlands Area: 0 acres
*r" ;,"—v 6. Total Surface Water Area: 0 acres
used 03"
7. Total Property Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project Area':
12.36 acres
Total project area shall be calculated to exclude 1he following: the norrrral fool of impounded structures, the area
between the banks of streams and rivers, the area below the �Iornial Fligh Water (NNW) line or Mean High Water
(MHW) line, and coastal Wetlands landv and from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area fBUA). Non -coastal znetlands landward of the NHW (or MHW) line nary be
included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 42.2 %
9. How many drainage areas does the project have?1 (For high density, count I for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the znhole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Lo.
Form SWU-101 Version 07Jun2010 Page 3 of 7

Basin Information
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
Receiving Stream Name
UT - Pasquotank
River
Stream Class *
S13
Stream Index Number *
30-3-(12)
Total Drainage Area (sf)
538,800 sf
On -site Drainage Area (sf)
538,800 sf
Off -site Drainage Area (sf)
0 sf
Proposed Impervious Area** (sf)
165,200 sf
%, Impervious Area** (total)
42.2%, (hic. Ex.
BUA)
Impervious— Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (sf)
31,700 sf
On -site Streets (sf)
8,200 sf
On -site Parking (sf)
91,300 sf
On -site Sidewalks (sf)
15,550 sf
Other on -site (sf)
18,450 sf
Future (sf)
Off -site (sf)
Existing BUA*** (sf)
62,200 sf
Total (sf):
1 227,400
* Stream Class and Index Number can be determined al: Intl)://portal.ncdenr.org/zveb/znq[ps/csu/classifications
** Int ervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*** Report only that amount r f existing BUA that will remain after dcveloprtrent. Do not report any existing BUA that is
to be removed and 717hich will be replaced bt/ nczo BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. As -built information
from previous construction documents for the mini-mart/exchange v-hich is currently under construction.
Projects in Union County: Contact DWQ Central Office staff to check if the project is located ti,ithin a Threatened &
Endangered Species rsatershed that rnav he subject to rmore stringent stornmmier rerlrtirenrents as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each 13MI' specified for this project. The latest versions of the forms can be downloaded
from htti2://12ortal.ncdenr.org/web/wq/ws/su/bml2-manual.
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. A detailed application instruction sheet and BMP
checklists are available from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at httl2:/[portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the fol lowing-rgq uired information have been provided -by-in itial in in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/_N%,ebl__wgLws/su/`statesw/forms does.
lni 'ols
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants NQ
Form. (if required as her Part V11 belozo)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envlielp.org/pages/onestopexpress.htm] for information on the Express program
Form SWU-101 Version 07.lun2010 Page 4 of 7

Permit No.
(to be provided byDWQ)
NC ENR
o t
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be plied out printed and submitted.
The Required Items Checklist (Part 111) must be printed, riled out and submitted along with all of the required information.
I. ^PROJECT INFORMATION
Project name Thrun Hall Galley and Barracks
Contact person Malt Bramwell
Phone number 704.376.7777
Date 111512010
Drainage area number
II, DESIGN INFORMATION
Site Characteristics
Drainage area 538,800 ft2
Impervious area, post -development 227,400 h2
%impervious 42,20 %
Design rainfall depth 1.5 in
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pielpost control of the iyr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pfeil 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm, pool elevation)
Top of 1Oft vegetated shelf elevation
Bottom of 10n vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
28,950 ft3 OK
31,923 R3
OK, volume provided is equal to or in excess of volume required.
ft'
n3
ft3
ft3
ft'
N (YorN)
31 in
— (unidess)
— (unitless)
5.35 ft'lsec
1.65 ft'Isec
-3.70 ft'Isec
5.50 it l
4.50 first
4.00 fmsl
5.00 fmsl
4.00 fmsl Data not needed for calculation option #1, but OK if provided.
0.00 fr i
-1.00 fmsl Data not needed for calculation option 41, but OK it provided.
1.00 ft
N (Y or N)
fmsl
Form SW401-Wet Detention Basin-Rev.8-9117109 Parts I, & II. Design Summary, Page 1 of 2

L'�

Permit No.
(to be provided 8y D WQ)
II. DESIGN INFORMATION
Surface Areas
Area, temporary pool 39,757 fl2
Area REQUIRED, permanent pod 24,248 ft2
SAIDA ratio 4.50 (unitless)
Area PROVIDED, permanent pool, A,,,R, 24,737 ft' OK
Area, bottom of IOft vegetated shelf, Abat,w 21,100 ft'
Area, sediment cteanout, top elevation (bottom of pond), 13,458 ft2
Volumes
Volume, temporary pool
Volume, permanent pool, V„.,,,,
Volume, Forebay (sum of forebays if more than one fofebay)
Forebay % of permanent pool volume
SA1DA Table Data
Design TSS removal
Coastal SAfDA Table Used?
MounlainlPiedmont SAIDA Table Used?
SA1DA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, Vp. ,,
Area provided, permanent pool, A,, pw
Average depth calculated
Average depth used in SAIDA, d. (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, Ap, p d
Area, bottom of 1 Oft vegetated shelf,
Area, sediment cleanout, top elevation (bottom of pond), Abot,o d
'Depth' (distance blw bottom of IOft shelf and top of sediment)
Average depth calculated
Average depth used in SAIDA, dN, (Round to nearest 0.5ft)
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (CD)
Driving head (H,)
Drawdown through weir?
Weir type
Coefficient of discharge (Q
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak Bow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpalh to width ratio
Length to width ratio
Trash rack for overflow 8 orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
Form SW401-Wet Detention 8asin-Rev.9-9l17M
31,923 fO OK
80,130 8'
16,247 fO
20.3% % OK
90 %
Y (Y or N)
N (Y or N)
4,50 (unitless)
Y (Y or N)
80,130 R,
24,737 ft2
3.24 ft OK
3.0ft OK
N (Y or N)
24,737 ft'
21.100 ft2
13,458 ft' K.
00 ft �( 'aSJ--D
4.
ft
ft
Y (Y or N)
4.00 in
in2
0.60 (unitless)
1.00 It
N (Y or N)
(unitless)
(unitless)
ft
ft
5.35101sec
1.65 f0lsec
fOlsec
3.13 days
OK, draws down in 2-5 days.
5 :1
OK
10 :1
OK
10.0 ft
OK
31
OK
2.9 :1
OK
N
(Y or N)
Trash rack or similar device recommended.
2.0 ft
OK
N
(Y or N)
OK
N
(Y or N)
Insufficient. Recorded drainage easement required.
Y
(Y or N)
OK
Pumping
Parts I. & 11. Oesign Summary, Page 2 of 2

Permit No
(to bo provided by DWQ)
III., REQUIRED'ITEMSCHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided 10
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
MWB C103 1. Plans (1' - 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
MWB C106 2. Partial plan (1' = 30' or larger) and details for the wet detention basin showing:
Outlet structure with trash rack or similar,
Maintenance access,
Permanent pool dimensions,
Forebay and main pond with hardened emergency spillway,
Basin cross-section,
Vegetation specification for planting shelf, and
Filter strip.
MWB C106 3. Section view of the wet detention basin 0' = 20' or larger) showing:
Side slopes, 3:1 or lower,
Pretreatment and treatment areas, and
Inlet and outlet structures.
N/A
MWB
CALC BOOK
MWB
C103
MWB
CALC BOOK
MW8
ATTACHED
NIA
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
6. A construction sequence that shows how the wet detention basin wilt be protected from sediment until the
entire drainage area is stabilized,
7. The supporting calculations.
B. A copy of the signed and notarized operation and maintenance (O&M) agreement.
9. A copy of the deed restrictions (if required).
MWB Geo Report 10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests, County
soil maps are not an acceptable source of soils information,
Form SW401-Wet Detention Basin-Rev.9-9117109 Part III. Required Items Checklist, Page 1 of 1

LandDesign_
urban design planning civil engineering branding landscape architecture
March 3, 2011
RECEIVED
Scott Vinson
NCDENR — Division of Water Quality
943 Washington Square Mall PROd #
Washington, NC 27889
252-946-6481
Subject: Thrun Hall Barracks, Galley & Exchange
LandDesign PN: 1010108
Dear Scott:
MAR 0 7 2011
DWQ
We have completed the review of your comments for Thrun Hall Barracks, Galley & Exchange.
Below is a summary of our response to your comments and how they have been addressed.
1. Although the proposed 12 wide Grasstone Paver access drive is made of permeable
pavement, it would only receive from 40-60% impervious credit, if approved, while the
remainder would need to be accounted for on page 4 of the application and within the
pond designs. It does not appear that this area is included in the 8,200sf of Streets,
please verify and include within the application and design if not. Impervious area
added to application; revised page 4 attached. Impervious area added to pond
routing; revised calculations attached. Revised supplemental form attached.
2. Please provide a trash guard 1 grating at the overflow weir to prevent flowing trash &
debris from reaching surface waters. Trash guard added and shown on sheet C106.
Revised sheet attached.
3. Please reduce the size of the drawdown outlet orifice. Consider placing a smaller
drawdown orifice (say 3.5 inches or smaller) drilled in an end cap placed on the outfall of
the 4 inch pipe. Orifice revised to 3.5". Detail on sheet C109 revised. Pond routing
calculations revised to show updated orifice size.
Please contact us should you have any questions.
Sincerely,
Matt Bramwell, PE
Associate
LandDesign, Inc.
704.376.7777
223 North Graham Street
Charlotte, NC 28202
Washington DC
V: 709.333.0325
F: 701.332.3246 Charlotte NC
:ti0or.,i rnenls and Sat!,ngs.hy`,L,nt;ai SettinctsJornpurary Internet Filr,:;tiContcai)t.011;look'CZ'I,5H%-GJ;NCDENR DV11Q Commenl5 3-3-
www.LandDesign.com 1 1,docx Beijing PRC

NCDENR
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
May 11, 2011
Mr. James M. Heinz, PE — Commanding Officer
United States Coast Guard
USCG — Facilities Design & Construction Center
5505 Robin Hood Road, Suite K
Norfolk, VA 23513
Commanding Officer Heinz:
Natural Resources
Dee Freeman
Secretary
Subject: Approved Plan Revision
Stormwater Permit No. SW7091117 Modification
USCG — Exchange, Thrun Hall Barracks & Galley
High Density Commercial Wet Pond Project
Pasquotank County
On May 11, 2011, the Washington Regional Office received notice of a minor plan revision from your
environmental consultant, Mr. Robb Klauk with Land Design, for the subject project, USCG — Exchange, Thrun
Hall Barracks & Galley Stormwater Management Permit No. SW7091117M. The current plan revision
includes the shifting of the entire stormwater treatment pond approximately 10 feet southeast towards the
proposed barrack and parking lot. It is understood that there are no proposed changes to the size, shape,
volumes, surface areas, elevations, etc. of the approved treatment pond nor to any of the approved impervious
areas. It has been determined that the proposed revisions are approved by the Division of Water Quality
and are in accordance with the stormwater rules 15A NCAC 2H .1000 & SL2008-211.
Please be aware that all terms and conditions of any existing Stormwater permit(s) issued to USCG —
Elizabeth City remain in full force and effect. Please also understand that the approval of this revision to the
plans for the subject State Stormwater Project is done on a case -by -case basis. Any other changes to this project
must be submitted to and approved through the Division of Water Quality prior to construction. The issuance
of this plan revision does not preclude the permittee from complying with all other applicable statutes, rules,
regulations or ordinances which may have jurisdiction over the proposed activity, and obtaining a permit or
approval prior to construction.
If you have any questions concerning this matter, please do not hesitate to call me at [phone].
;Siney,
Scott Vinson
Environmental Engineer I1
AHlsv: S:IWQSISTORMWATERIPLANREVISIONSISW7091117M
cc' Commander Nicholas DeLaura, Facilities Engineer -USCG — Base Support Unit
ob Klauk Land Design, Inc., 223 North Graham Street Charlotte, NC 28202 (email)
ashington Regional Office
North Carolina Division of Water Quality Internet: www.ncwalerquality.org One
943 Washington Square Mall Phone: [phone] FAX: [phone] North Carolina
Washington, NC 27889 FAX: [phone]
An Equal Opporlunily 1 Affirmative Action Employer Naturally

,r
Vinson, Scott
From: Robb Klauk [[e-mail]]
Sent: Wednesday, May 11, 2011 8:45 AM
To: Vinson, Scott
Subject: Thrun Hall Barracks and Galley
Scott,
Per our phone conversation we are requesting approval to shift the entire Stormwater BMP approximately 10' to the
southeast towards the proposed barracks and parking lot. We are not proposing any changes to the shape, volume or
elevations of the approved BMP. Please let me know if this shift is accepted to your office.
Thanks for all your help on this.
Robb J. Klauk
Senior Associate
LandDesign j Charlotte NC 7
223 North Graham Street Charlotte, NC 28202
V: 704.333.0325 1 F: 704.332.3246
LandDesign offers award winning urban design, planning, civil engineering and landscape architecture solutions to public
and private sector clients across the globe. With seven offices in the United States and Beijing China, the LandDesign
team effectively brings innovative, buildable, sustainable and ecologically responsible projects to life worldwide.
30 years. Unprecedented talent. Superior solutions.
The information transmitted in this message is only for the use of the Intended Recipient, for the sole purpose agreed
upon with LandDesign, Inc. Recipient agrees to verify the information to ascertain accuracy and completeness for the
intended use and to ensure that such information is free of all viruses and other defects prior to use. LandDesign, Inc.
accepts no responsibility for loss or damage arising from the use of this information.

" DWQ USE ONLY
Date Received
Fee Paid
Permit Number
D
Applicable Rules: • ❑ Coastal SW —1995 , ❑ Coastal SW — 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Managemen Pl n
❑ Other WQ M mt Plan: Sl61A C_K 0-
AY)
State of North Carolina
Department of Environment and Natural Resources DEC 2 3 2010
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION EORMVf
This form may he photocopied for use as an original
I. GENERAL INFORMATION C^
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Thrun Hall Barracks and Gallev
2. Location of Project (street address):
1664 Weeksville Road
City:Elizabeth City County:Pasquotank Zip:27909
3. Directions to project (from nearest major intersection):
4. Latitude:36° 16' 02" N Long 1tude: 76' 10' 57"' W of the main entrance to the project.
1I. PERMIT INFORMATION:
,1. a. Specify whether project is (check one): ®New [—]Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number_SW `1 o ST t) I I , its issue date (if known) , and the status of
construction: ❑Not Started Partially Completed* ❑ Completed* *provide a designer's certification
Specify the type of project (check one):
❑Low Density ®High Density [—]Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion' Control: 10.98 ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
Form SWU-101 Version 07.lun2010 Page I of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:United States Coast Guard
Signing Official & Titlejames M. Heinz, PE - Commanding; Officer
b.Contact information for person listed in item 1a above:
Street Address:5505 Robin Hood Road, Suite K - USCG Facilities Design and Construction Center
City:Norfolk State:VA Zip:23513
Mailing Address (if applicable):
City:
Phone: (757 ) 852-3400
Email:
State:
Fax: (757 ) 852-3495
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:United States Coast Guard
Signing Official & Titlejames M. Heinz, PE - Commanding Officer
b.Contact information for person listed in item 2a above:
Street Address:5505 Robin Hood Road, Suite K - USCG Facilities Design and Construction Center
City:Norfolk State:VA Zip:23513
Mailing Address (if applicable,):
City:
Phone: (757 ) 852-3400
Email:
State:
Zip:
Fax: (704 ) 852-3495,
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organiza
Signing Official & Title:
b.Contact information for person listed in item 3a above:
Mailing Address:5505 Robin Hood Road, Suite K
City:Norfolk State:VA Zip:23513
Phone: (757 ) 852-3444 Fax: (757 ) 852-3495
[e-mail]
Form SWU-101 Version 071un2010 Page 2 of 7

IV, PROJECT INFORMATION
I. In the space provided below, briefly sumrnarize how the storcnwater runoff will be treated.
Stormwater from the project will be routed to a proposed wet pond via swales. The pond is designed to treat
the firt l.5' of rainfall rw1 off for 85%) TSS removal as well as provide detention for storm events up to the 100-
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUDApproval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW —1995 ❑ Ph II — Post Construction
3. Stormwater runoff from this project drains to the Pasduotank _ _ River basin.
4. Total Property Area: 12.36 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project Area':
12.36 acres
Total project area shall be calculated to exclude the followiniJg:the normal pool of impounded structures, the area
betweenm
the banks of streas and rivers, the area below the I orntal High" Water (N14 W) line or Mean High Water
WHIN) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area MIA). Nott-coastal zvetlattds landward of the NHW (or MHW) li7ie trtay be
included in the total project area.
8. Project percent of impervious area: (Total ln,pervious Area / Total Project Area) X 100 = 42.9 %
9. How many drainage areas does the project have?'I (For high density, count I for each proposed engineered
stormwater BMP. For low density and other projects, use ]for the 7VII01e property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
MAR 01 2011
Form SWU-101 Version 07Jun2010 Page 3 of 7

Basin Information
Drainage Area I
Drainage Area _
Drainage Area
Drainage Area _
Receiving Stream Name
UT - Pasduotank
River
Stream Class
SB
Stream Index Number *
30-3-(12)
Total Drainage Area (sO
538,800 sf
On -site Drainage Area (sf)
538,800 sf
Off -site Drainage Area (so
0 sf
Proposed Impervious Area** (sf)
169,200 sf
% Impervious Area** (total)
42.9% (Inc. Ex.
l3UA)
lni ervious" Surface Area
Draina e Arca 1
Draina e Area _
DrainageAna,
Drainage Area
On -site Buildings/Lots (so
31,700 sf
On -site Streets (so
12,200 sf
JUJ
On -site Narking (so
91,300 sf
On -site Sidewalks (so
'15,550 sf
Other on -site (SO
18,450 sf
Future (sf)
p
Off -site (sf)
Existing BUA*** (so
62,200 sf
Total (so:
231,400
* Streartt Class and Index Nitntber can be determined at: ltttp://Foetid.trcdcrrr.org/zoeb/ztiq/!js/cstt/clrrssificatiotrs
** linpervious area is defined as the built ripon area inchiding, but not limited to, brcilditigs, roads, parkin'' areas,
sidewalks, ,gravel areas, etc.
Report onhl that amount of existing BLIA that will remahr after development. Do not report any existing BLIA that is
to be rcrmoved and zoltich will be replaced by nezu BLIA.
1"1. I -low was the off -site impervious area listed above determined? Provide documentation. As -built information
from previous construction documents for the mini-mart/exchange which is currently under construction.
Protects in Union Count,: Contact DPYQ Central OJrice staff to check tf the project is located tnithin a Threatened ck
Endangered Species watershed that nuty be subject to snore stringent stornni,ater rertuirentents as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each 13MP specified for this project. Tile latest versions of the forms can be downloaded
from http://portal.ncdenr.org/web/w�/ws/su/bmp-manual.
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. A detailed application instruction sheet and BMP
checklists arc available from littp://portil.ncdenr.org/web/wq/ws/su/state, Fortis does. The complete
application package should be submitted to the appropriate DWQ Office. (Tile appropriate office may be
found by locating project on the interactive online map at litti)://12ortal.ncdenr.oi-g/web/wcl/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from htt/statesw/forms does.
Initials
J. Ori<ghtal and one copy of the Slormwater Management Permit Application Form. w r
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if regnired as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreemenl(s) for each 13MP.
4. Permit application processing fee of $505 payable. to NCDENR. (For an Express review, refer to
htt www.envhel .or a es onesto ex ress.littnl for information on the Express program
/K u r3
Form SWU-101 Version 07Jun2010 Page 4 of 7

and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. if the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1h mile of the site boundary, include the'/z
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW life of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMI's, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a sih° visit for DWQ to verify itu Sl1WT prior
to suluirittul, [phone].)
10. A copy of the most current property deed. Deed book: 96 rage No: 390
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC NA
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
htt www.secretar .state.nc.us Cor orations CSe,irch.as x
Form SWU-101 Version 07Jun2010 Page 5 of 7

Vll. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form, The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://12ortaI.ncdenr.org/web/wq/ws/su/statesw/forms docs. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
Vill. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on ,your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer _Matthew W. Bramwell, PE
Consulting Firm: LandDesign, Inc.
Mailing Address:223 North Graham Street
City:Charlotte State:NC Zip:28202
Phone: [phone] Fax: (704 - ) 332-3246
Email: mbramwell mbramwell@],tnddesign.com
IX. PROPERTY OWNER AUTHORIZATION (if Contacl Information, hear 2 has been filled orr1, corrrpletc this
section)
l jprint or type name of person listed in Contact Infornration, iterrr 2a) CAPT JAMES M. HEINZ , certify that 1
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Irrfornralion, item Ta) JAMES M�!,,,HEINZ % with (print or type name of organization listed in
Carrtacl lrrfornrrttinrr, iterrr 70U. S_.�QAST-GUARD to develop the project as currently proposed. A cop}' of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version 07Jun2010 Page 6 of 7

As the legal property owner 1 acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise 1 will be operating a stormwater treatment
facility without a valid permit. 1 understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up tcyA5,000 pe0ay o"ant to NCGS 143-215.6.
1, TINA M. ECKEL v a Notary Public for
NORFOLK , do hereby certify that JAMES M. HRI
Date: 14 DEC 2010
CITY
of VIRGINIA (MUNDY of
personally appeared
before me this), ;T lay of DECEMBER 2010 , a acknowledge the due exec tion of the application for a
C {
stormwater permit. Witness my hand and official seal, L-
TINA M. ECKEL
Notary Public
Commonwealth of Virginia
295778
MY Commission Expires Jun 30, 2013
X. APPLICANT'S CERTIFICATION
SEAL
My commission expires 30 JUNE, 2013
[, (prim or tyre turn e of Berson listed in Contact Information, itent 1a) JAMES M. HEINZ
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater ules under NC .1000, SL 2006-246 (Ph. II —Post Construction) or SL 2008-211.
Signature— elaDate: 14 DEC 2010
allotary, ublic for the State of VIRGINIA CITY
'XXXXRg of
NORFOLK , do hereby certify that
AMES M. HEINZ
personally appeared
before me this14TRiay of _DECEMBER _ _ , 2010 , and a knowledge the due exe ution of the application for a
n � f
stormwater permit. Witness my hand and official sea ��, �L z C- 4-N
TINA M. ECKEL
Notary Public
Commonwealth of Virginia
295778
rMy Commission Expires Jun 30, 2013
SEAL
My commission expires 30 JUNE, 2013
Form SWU-101 Version 07Jun2010 Page 7 of 7

rt Permit No.
;r � �ni" C E I D (to be provided by D WQ)
tl 1� S'= +• .xs�
A'TT',xo-wAw'
NCDENR
MAR 7 2011
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 11)) must be printed, filled out and submitted along with all of the required information.
I. PROJECT WORMATION `
Project name Thrun Hall Galley and Barracks
Contact person Matt Bramwell
Phone number 704.376.7777
Date 3/312011
Drainage area number
11. DESIGN INFORMATION
Site Characteristics
Drainage area 538,1300 ft2
Impervious area, post -development 231,400 ft2
% impervious 42.95 %
Design rainfall depth 1.5 in
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pre -development 1-yr, 24hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the lyr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfali intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow -
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 1011 vegetated shelf elevation
Bottom of 1 Oft vegetated shelf elevation
Sediment cleanoui, top elevation (bottom of pond)
Sediment cleanoui, bottom elevation
Sediment storage provided
Is there additional volume slored above the state -required temp. poci?
Elevation of the top of the additional volume
P ^c
29,400 it OK
31,923 tt3
OK, volume provided is equal to or in excess of volume required.
tt3
tt3
ft 3
tt3
tt3
N {Y or N)
3.1 in
-- (unitless)
(unitless)
in/hr
5.35 felsec
1.65 tt3lsec
-3.70 tt3lsec
5.50 fmsi
4.50 fmsi
4.00 fmsi
5.00 fmsi
4.00 fmsi Data not needed for calculation option # 1, but OK if provided.
0.00 fmsi
1,00 imsl Data not needed for calculation option #1, but OK if provided.
1.00 ft
N (Y or N)
fmsi
Form SW401-Wet Detention Basin-Rev.9-9/17109 Parts I. & It. Design Summary, Page 1 of 2

Permit No.
(to 6e provided 8y DWQ)
Ih OESIGMNFORMATiON
Surface Areas
Area, temporary pool 39,757 fe
Area REQUIRED, permanent pool 24,246 it
SAIDA ratio 4.50 (unitless)
Area PROVIDED, permanent pool, A,,R,_,,, 24,737 t? OK
Area, bottom of 10R vegetated shelf. Ate, swl 21,100 fe
Area, sediment cleanout, top elevation (bottom of pond), A,_,, 13,458 ft2
Volumes
Volume, temporary pool
31,923 ft'
OK
Volume, permanent pool. V,.-.
80,130 fe
Volume, forebay (sum of forebays it more than one forebay)
16,247 10
Forebay % of permanent pool volume
20.3% %
OK
t
EI
5AlDA Table Data
'arED
` v
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y
(Y or N)rt�
� 7 0
0
Mountain/Piedmont SAIDA Table Used?
N
(Y or N)
I ��
SA)DA ratio
4.50 (unitless)
Average depth (used in SAIDA table):
DWQ
Calculation option 1 used? (See Figure 10-2b)
Y
(Y or N)
PROJ #
Volume, permanent pool, V,.—,
80,130 ft3
Area provided, permanent pool, A,._,,
24,737 its
\1
Average depth calculated
3.24 it
OK
Average depth used in SAIDA, d,,, (Round to nearest 0.5ft)
3.0 ft
OK
�,�•�
Calculation option 2 used? (See Figure 10-2b)
N
(Y or N)
�}.
Dv
"}GI t x y ,�' . • SJr`AA �s,Z
Area provided, permanent pool, Ax�ycy
24,737 ft�
y
Area, bottom of 1 Oft vegetated shelf, Ate, she„
2 1, 100 it'
Area, sediment cleanout, top elevation (bottom of pond), A��
13,458 fe
"Depth" (distance b/w bottom of 16ff shelf and top of sediment)
4.00 it
Average depth caiculated
it
Average depth used in SAIDA, d., (Round to nearest 0.5ft)
it
Drawdown Calculations
Drawdown through orifice?
Y
(Y or N)
Diameter of orifice (if circular)
3.50 in
Area of orifice (if -non -circular)
in'
Coefficient of discharge (Cu)
0.60 (unitless)
Driving head (Ho)
1.00 ft
Drawdown through weir?
N
(Y or N)
Weir type
(unitless)
Coefficient of discharge (C.)
(unitless)
Length of weir (L)
ft
Driving head (H)
if
Pre -development 1-yr, 24-hr peak flow
5,35 f13lsec
Post -development 1-yr, 24-hr peak flaw
1.65 f13lsec
Storage volume discharge rate (through discharge orifice or weir)
ft'/sec
Storage volume drawdown time
3.13 days
OK, draws down in 2-5
days.
Additional Information
Vegetated side slopes
5 :1
OK
Vegetated shelf slope
10 :1
OK
Vegetated shelf width
10.0 ft
OK
Length of flowpath to width ratio
3 :1
OK
Length to width ratio
29 : I
OK
Trash rack for overflow 8 orifice?
N
(Y or N)
Trash rack or similar device recommended.
Freeboard provided
2.0 it
OK
Vegetated filter provided?
N
(Y or N)
OK
Recorded drainage easement provided?
N
(Y or N)
Insufficient. Recorded drainage easement required.
Capures all runolf at ultimate build -out?
Y
(Y or N)
OK
Drain mechanism for maintenance or emergencies is:
Pumping
Form SW401-Wet Detention Basin-Rev.8-9f17109
-
Parts I, B II. Design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST ' .
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
MWB C103
1. Plans (1" 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,;r
Proposed drainage easement and public right of way (ROW), 4r
Overflow device, and `d�Al9� O
Boundaries of drainage easement. Za�l
MWB C106
PRO
2. Partial plan (1' = 30' or larger) and details for the wet detention basin showil # DWQ
Outlet structure with trash rack or similar,
Maintenance access,
Permanent pool dimensions,
Forebay and main pond with hardened emergency spillway,
Basin cross-section,
Vegetation specification for planting shelf, and
Filter strip.
MW8 C106
3. Section view of the wet detention basin 0" = 20' or larger) showing:
Side slopes, 3:1 or lower,
Pretreatment and treatment areas, and
Inlet and outlet structures.
NIA
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
MWB CALC BOOK
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
MWB C103
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
MWB CALC BOOK
7. The supporting calculations.
MWB ATTACHED 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
NIA 9. A copy of the deed restrictions (if required).
MWB Geo Report 10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.8-9117109 Part III. Required Items Checklist, Page 1 of 1

Permit Number:
(to be provided by Dll'Q)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet. DEC 2 3 2010
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows, Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
'Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page l of 4

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

Permit Number:
(to he provided by DFYQ)
Drainage Area Number:
BMP element:
Potentialproblem-
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 4.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 4.5 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom Elevati
BASIN DIAGRAM
(fill in the blanks)
0 Pe anen\
------------------ Volume
-1 -ft Min.
Sediment
Storage
Permanent Pool Elevation 4.5
Pool
--- -Sediment Removal Elevation 0 - Volume
Bottom Elevation -1 1-ft
Storage
FOREBAY
MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

Permit Number:
t (to be provided by DWQ)
1 acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project nanze:Thrun Hall Barracks and Galley
BMP drainage area number: I
Print name: JAMES M. HEINZ, CAPT, USCG
Title: COMMANDING OFFICER 1/SC t./s/�`S �t�S �Cb^rSf?�+✓F7a �/
Cre
Address:5505 ROBIN HOOD RD; SUITE K; NORFOLK. VA 23513
Phone: [phone]
Signature:_
Date: 14 D
G
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.
1, TINA M. ECKEL , a Notary Public for the State of
CITY
VIRGINIA , &>x vy of NORFOLK , do hereby certify that
JAMES M. HEINZ personally appeared before me this 14TH
day of DECEMBER , _20100 , and acknowledge the due execution of the
forgoin wet detention basinainten nce requirements. Witness my hand and official
seal, �� 6 [
TINA M. ECKEL
Notary Publlt:
Commomreprlth b' Virginia
295775
My Commisslon Expires Jun 30, 2013
SEAL
My commission expires 30 JUNE, 2013
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

IMI
.Q2 i w
�Aojqi� tvog
J;vv �N

Division of Water Quality
May 28, 2009
JUN - 12009
MEMORANDUM i1iE1.�wf�,
TO:, Alton Hodge
FROM: Boyd DeVane LI)4: 3—O.
SUBJECT: US Coast Guard Project Review
Attached is a letter from the URS Group requesting information on environmental
information relating to three proposed facility buildings at the US Coast Guard's
Elizabeth City Support Center. They are very general about what they are asking, only
that they request that our agency "review the Proposed Action and provide comments and
information regarding resources under you agency's jurisdiction." I don't really know
what to send them except tell them to comply with all. rules and laws. I'm sending it to
you in case you did not receive a copy. Act on it as you deem appropriate.

URS
May 18, 2009
Mr. Bradley Bennett
Stormwater Permitting Unit Supervisor_
NC DENR-DWQ
Wetlands and Stormwater Branch
Stormwater Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
PM 001— zoJ�-
RE: Request for Project Review of Proposed Replacement of Thrun Hall Barracks at US Coast
Guard Support Center Elizabeth City, NC
Dear Mr. Bennett:
URS Group, Inc. (URS) is preparing an Environmental Assessment (EA) on behalf of the U.S. Coast
Guard for the construction ot'Aree new facilitybuildings at Support Center Elizabeth City, North
Carolina to include a barracks, a galley, and an Electronic Support Detachment/Civilian Personnel
(ESDICIVPERS) building (See Attachment: Figures 1 and 2). "These new structures will provide space
for all functions that currently reside in Thrun Hall (See Attachment: Ground Photo Log, Photos I and
2) and will directly support the mission of Support Center and tenant commands. All functions and
personnel residing in or operating out of the existing Thrun Hall Building will be relocated to new
facilities that are appropriately sized and configured to meet enhanced mission requirements. After new
construction has been completed for these three buildings, Thrun Hall is proposed for demolition. A
new parking lot will be constructed on its footprint. Incompliance with the National Environmental
Policy Act (NEPA) of 1969, as amended, URS-requests-tliat your agency review the Proposed Action
and`provide-comments and information regarding resources under your agency's jurisdiction. �1
The Support Center is located in Pasquotank County in northeastern North Carolina, approximately 4
miles south of Elizabeth City via State Highway 34 (Weeksville Road). The Support Center is located
between the jurisdictions of the City of Elizabeth City on the northwest and Pasquotank County on the
south and west. The base is approximately 50 miles south of Norfolk, Virginia. The Coast Guard
Support Center at Elizabeth City includes 810 acres acquired from 1939 through World War 11. The
base includes approximately 9,600 feet of frontage on the Pasquotank River. The complex contains 101
buildings used for administrative, industrial, operational, supply, recreational, or maintenance purposes.
The proposed site for the new barracks and galley buildings is located off the main road (Moukawsher
Drive), northeast of the existing Coast Guard Exchange and Mini-Mart/Gas Station (See Attachment:
Ground Photo Log, Photos 3 and 4). This area is currently_-green-space:and;is designated a "community
677Z tl
URS Corporation
1375 Euclid Avenue, Suite 600
Cleveland OH 44115
Tel: [phone]
Fax:[phone]
www.urscorp.com

Page 2 of 2
facilities area" under the Support Center Master Plan. A portion of the green space includes two
baseball fields with one of the fields having lights. This location is adjacent to the 1970s Aviation
Technical Training Center (ATI'C) school campus and general support facilities, such as the gym,
medical, club, chapel, and exchange. Since the new barracks will be constructed on green space, no
existing buildings within this late -twentieth-century complex will be modified or demolished.
The proposed site for the new ESDICIVPERS building is to the west-northwest of the existing Thrun
Hall structure. `this area currently serves as parking for Thrun Hall and Elizabeth City Air Station
(ECAS) personnel (See Attachment: Figure 2). Siting of this building complies with the Support Center
Master Plan designated "Operations/Industrial" area. This proposed site also minimizes the amount of
base communications infrastructure modification and keeps the CIVPERS Detachment in close
proximity to the Aircraft Repair and Supply Center (ARSC), which is its largest customer base. No
work in the Proposed Action will occur in the Pasquotank River.
Please direct comments and information on resources under your agency's jurisdiction to me at the
letterhead address. If you have any questions or require any additional information, please contact me at
(21 G) 622-2425.
Sincerely,
URS Group, Inc.
Cory rayburn
Project Manager
Attachment as noted
Cc: dim Lewis, P.E. USCG FDCC LANT

T
r
FDrssl at
abdWxx roks Pt..b.
Q I N I A
S 7 A T -- eLs
---. M&O't
N A.A- wW ......
CRY N 0 R T H C 0 L I N A
Ckeensboro S"-p
PhiDuctism Al, y Mount X,- S.n.'
N4000nal
a 4h Pain,
Hicka(sev
rAV
66mils
Hurlers
'�"ccwd a
Gastm, V\, Ilmlon
y hwA�Flp� ""I":
Chw%ft Ott
hews
RoO
Figure 1. Project Location - Ceneral
UW-h

New aaff ac" a r. Site
ENdg Site
Thrun HWI
Xk — — m
C",skv
=A -- — A4U
ANNOPOW'.

UM
GROUND PHOTO LOG
Client Name:
Project and Location:
Task Order #
US Coast Guard
Replace Thrun Hall Barracks, Elizabeth City, NC
HSCG47-08-J-A17007
Photo No.
Date:
1
2008
Description:
View south-southeast of
existing Thrun Hall
exterior.
' Thrun Nall
B rr a acks 8 Oinin F acrfti ,
Photo No.
Date:
2
2008
Description:
View west of existing
Thrun Hall interior
courtyard,
_. - _ — w -- - - r
------����
IIjjJII
Page 1 01,21

URS
GROUND PHOTO LOG
Client Name:
Project and Location:
Task Order #
US Coast Guard
Replace Thrun Hall Barracks, Elizabeth City, NC
HSCG47-08-J-Al7007
Photo No.
Date:
3
2009
Description:
View west of proposed
site of new barracks and
galley (Photo source:
DailyAdvance.com).
r
Photo No.
Date:
4
2008
Description:
View east of proposed
site of new barracks and
galley.
P,ibc 2 ol'2

-] I
DEC 2 3 2010
STATE OF NORTH CF:nOLIFA)
COUNTY 01' PAKUOTr NK )
TTTiS INDENTIME, ma,la nn,1 rotated into this the first fltry of Islay, A. D. 1939, by
and betwe^n the CI'l'Y OF :,T.T7A3'.!:TN 01W, a mnninipul r.orruruti,on duly chartered under the
laws of the .4teta of North Ce,roliro, and -,ituafie within the,gq6ourty of Paseuctank, in said
Stet•e, party of the first pint, and the NNITrD $'Ti;:''p;,, Oir F:i[igICA, party of the second pait,
1' I T N C S S E T 11
That the sail party or the -Gist part, Cor nn,) in considerstion of the sum of OEW
DOI.Lt1R, and other goo'I arl ve,luable icons.ideratiprS it there,into moving, the rr,r.eint of
which is hereby nckno:,:1e',r,e:i, has barpmin,�I, anA-,,,AA, and by these prPsrnt7 'Ines ha:�ein,
sell and Comiey unto the saint oarty .of the second part, and its assi.�,ns, al.l its right,
title and int^,rest in anti, to thnt certain tract or bouriftr.y of lanl, situate,lyinp; and
hetnr in Ni,xontun Town•,hi.p, Lp s�.Al County of Pns^uotnnk nl Stnte of Forth Carali.na,
berefore known as the "Hollo-. 1. Bay Farm Tract, aml bcivt, houndP enl more particularly
described as rollows:
BEGINNING at a corner or the ila,rl s Rn't RortA and l' a=ks ril.1 c lirehPth City TTighv;
RiEht-of-vary, marked +nth a nowmr,rt .1-1/n." nine; th-'nnc alonh t.hc Highway right -or -way
north 720 03' „+newt 760.4 foot to a monw"lent 1-1/1:" 1)1p,t; th• pre north 5.70 57' east 499.'t
f--ict to a +nonnmant 1-1./4" ni.na; thnnre north 720 1.0' ,^rest, 1•'8.A f^Dt to a mom,ment 1-1/t
pine; th-,r.ce north t7o 52' east 231..0 feet to a momvnent 1-1/4" pipe; thcree north .20
08' west 771.0 fe,.t to a mnnum-nt. 1-1/4" pipe ; the -once north 7^° 47' we.t �-0'5,0 fn,�t to
a monument 1-1/4" nips', t,hrr.nce south 450 47' v,,,•.Gt. PS2.6 1'•,et -!:o i�. munirnent. 1-1./4" ,i.ne
set in the W'eeksail.le 71i7.,,bct'n City Tiiehw,ey ri.rht-nf-v;:oy; Ch-nos along th+, Highway ritdit
3Z' 0' West 8:;9.o feet to ,: monument 1-1/4" hive; tk:ence .^..ionE the ri(;ht-of-woy North .36-
of -may north/•1.90 2.t+ -most 289.4 f-�nt to a monument. 1-1/4" nip, - h.hannre n1_onp the right -of
-24' viest 17R,:5feet to , ].-1/4" line monument; thence along the right-of-w:ay North)
•Tray north 500 "101 -west r17.a rest to a monunt^nt 1-1/:1" G. [. "ins; th=roe n3rtt, .LAC) 23+
east 695.8'foPt to a non,nn=nt. 1-1/4" pipe; thence south 58e 52' east 575.4 fept to a
monumant 1-1/4" )wine; t.h+nre no_'th 3$o 1"1' east 695.5 fs,at to n monument 1-1/4" pipe;
thence south 600 45' Dust 611.2. feet to a monun�-nt 1-1/-L" nine; thence north 610 07' east
897.3 f^et to a monnm-nt 1-1/4" oitie; thence north 260 III west 219 feet to a momrnent
1-1/4" uioe; thenr.e north 1./40 c„n.t. 78.7 fnct to n stH':ce; thence north 640 53' east 120,5
feet to e str,tce; thence north 7.-10 41T east 156.4 feat to a stak•n; heinp a nnint whmre the
ditch end; and Sohn jn'r Ore=k bat:ins; thence Towu a.lam,. the center of this Crn.-�k in a
?ennral, nnrhlhm^tn*1!r di,r^cti0n, the folloarin curses r.nd distrnnea; north 710 16' east
61.5 feet to a Stu:.^: thence north 720 45' etist 145.9 feet to n st,ke; thtn2e, north 6R0
1.3' enst 10ri.6 fa,t to a atake; thence north 2,90 15' enst 198.00 fact to a stake; t.h:4nr.D
north 120 51' east 72.5 feet to a =talk?; th-ance north 210 7,5 er,st 119.4 feet to a sta{P;
thcnne north 50 19' wa:+t 1.96.9 feet to a =t:ake; t.h^nre norl-.h 30o 2,5' eNst 67.4 1'eat to a,
7talcc; tb7nce north -150 45' east 120.4 feet to a ste,lte; th�np•e north 300 04' east 157.5
feet to a ste'.te; thence north 50 29' -:rest 190.5 feet to a stnkc; th=.nce north 3° 48' east
203.0 fe-,t to a stake; thnnce north 420 71' east 222.8 fect'to a 9take;'thence north 130
28' werat 77.8 fact to a Starr; th nee north 570 57' east 93.5 feet to a stake: thence
north 430 11' east 172.1 feet to a stake; thence north 610 '51' east 64.i feet to a stake
in the, oonter line Df dohneon's Creek at the edge of the k'asnuotnnk River; thence along
tho -hope of the yannuotnnI, River in a genoral southeasterly direction the following
Courses and distannes: south 310 26' east 112.H feet to a stake; thence south 220 04'
east 251.4 feet to a stake; th=.nni south 350 4a' east 173.7 feet to a stake; thence south
350 14' east 160.0 feet to a st;,kq: thence youth 410 50' ea-t 119.7 f•^t 1;c n ^!•n'-^t

thence south 290 071 r_ast 379.E f^Pt to n stoke; thence south P,40 05' east '506.8 feet 't
a sta.ka; thence south :50 .73' ea^t 176.6 feet to a stake; thence soiit:h 190 041 east 158.
feet to a stake; thence south 260 2e' aast "01..6 faet to a strike; thence south 7..0a 0.i'
east 170.4 feet to a stake; thence south :iq0 121 east 178.P fa: t to a staicc; thence sout
550 591 east 76.4 feet to a 9$a':c: thenr.e south r140 06' "vest 85.6 f�,t to a "twee; thane
i
r•outh E0 70' West 75.? feet to a rtai:e; thence south 250 49' east 12?.0,feet to a stake;
thence south 780 :W east 255.9 f.ot to a stake; th.,nca suu�b 52.0 291 east 1.42.4 feet to
a stake; thence south 600 51' eaint 290.1. Coat to a stake; thence south 860 11' east 175.
fret to a stake; thence south 610 581 east, ].5z.0 fct to a stake; thence .south 660 28'
cost 374.5 feet to a stake; thence south750 On' en�t. 185.1. feet to n st•^.k^: thence south
66o 35t east 102.5 fret to a rrionunent 1-1./4" pipe located on tha eelge of the Pas!uotank
River; thence south :50 2£1' v.-rst 1550.0 alone, the north T)L,,is Brw Poad ric-.ht-ot'-away
to the intersnntinn 'IT0 r,nrn,^r of the ai'ornmoti0n-ed Vie^kevillo E].i'nhgLh Cite Ni hvrar;
right-of-way marF.-ed with ❑ nontnnert 1-1/4" pine and beinrc the beFinnir.. of this
ption; conLo.intn� 291 acres, quire or Less; and bein,^ also shoran and narticu!:Jrly delin-
eat,rl on the official nl.an or ,iirve; =ntiti.^ri, "13. ,9. Coast Guar1. Air !�ta.ticn,-rM—,abeth
City, 11. 0., Tate ant Survey com_ri.l.oR by Cone•t^uct.lon Trrrinner Folr,in,';er, July, 1n' ,
(Sir.nr(l) Arpli D. 11o1.c1.n(;cr, Corrector{ 11-1-38, A. l). Holsin.g,er;"
Exccgt.ing. and rescrvi;ir hol*! ^r, from the onerotion of this 1",l of eonveynnee
that certain lot lcno•nn ar. the "Cemetery Lot," which is descri.berl es being,
A cemetery lot 32 feet by 72 f^ot, as novr existinE-, on the south^rl.r oi.de of Cemet:�
Lane at a point locat,rd north -450 4?' oust ln'79.5 feet from the ihtersection oi' the Week
ville HiRbway rirht-of-way and Cemetery Lane,
But with the right of the party of the snconri pert to level the 7ravrwr, nnrl markers to the
surface of the surrounding¢ Iranis.
TO HAVt, AND TO 110T,p, the eforesnid tract nr houn•iary or land, tnTether with the
nrivileges and appurtpnanar.s th2reunto belonnin.q, or in anywise n�pertr,inirlw, unto the
sail narty of tVle 39(pond part, and it; nssir ris, to its and their onl.v mono- r=e and be-
hooC fornve,,SUBJTCT, howeve.r, to the followin_> enm9ition excr.ptians and :"..;ovations,
namely:
(1) That the City of Elizabeth City in conjunction with the County of Pasquotank
shall have the right to nn^rat the lnnd ahove conveyed as on airport for the use of
aeronlenes and other aircraft, provided that srlch noratinn(,Yiall not he 'etrimental to
or inconststont with the uses and operations which the party of the secon'1 hart shall
desire to conduct and maintain 'non said lands, and
(2) That at all times there shall he maintained the right of the free pesnage of
surface waters by drainnrce fr:,rn adjoi.ni.r,r, lands onto and across the lands harein con-
veyed.
And the said party of the first part, for itself and its sucoessors, covenants to
and with the said Marty of the second part, and its assigns, that it is seized of said
lands and premises sin fee and has the right to convey, the same in fee simple; that same
are free and clear of and from all liens and encumbrances ralhatsoever, and that it will
forevn_r warrant and defend the title to the same against the lawful claims or: all person
whomsoever:
IN WITNESS WHVEOF, the said party of the first part has caused these presents to
be signed in its name by its Mayor, and its corporate seel to be hereunto affixed and
att st..-i h„ i F . r,t A„ri;+., ,,,n .. " ... . , , .. - , - -

P.esolntion duly adopt^d by snzd Harty of thr f i.r:t ,s-t on i&,-vh 6, 197,9.
(CORPORjfTR S!AL)OF hIlZABETH CITY) CITY OF LLIZABK'J'❑ CITY
ATTf ST: By J. B. Flora
Moyc c
L. ) . ,Skinner, Jr.
Citv Auditor and sx ofl'icio
Clerl- to the Boarl or All ^rmnn
i
NORTH CAROT,INA )
YASaUOTANK COUNTY )
This 7th day of Juno, 19'9, Dersonally caa,e before me V.. 1s. Criffin, a Notary
Public. for the Court- or Pasnuotan.6_, "tote of North Cerol.ina, J. B. Vlore, wbo bninF by
me duly sworn, say.s r,hat he i=. Mayor of the City of Rli7.nbnth Cit,r, and that the seal
of 'ixed to the fororoin€r instrument in ::rritine is the corporate seal of said City, and
that said wsitinf; c:as sin;nerl, and srz{ilcd by him on behalf o ;aid City by its nut,hority
duly given. And the said J. B. Flora acsno',1ed€r..d tl- said :rri.tine to be the act and
:Rrzed of said City.
(Notarial Seal) i', C• (;Tiffin
t7otary i'Ub1ic for Pacntrnteink
ATTRGT: o C,�unt.,y North Cern1 inn.
( COR.(?R",TIs 5^9,L OF iLIZi�BETH CITY)
L. E. 3kinnnr, Jr. MY com-n, axf)ires: Jany. 29,19'e0.
City hoditor and ex officio
Clerk to the Board oP A19ermAn.
NOPTH CA 70L IPA )
)
PA1;07i0TANK COUNTY )
The foregoing cartificate of 'W, E. C:rif1'in., a Fitary Public in and fnr Pasquo-
tank County, North Ca?•ol.irr,, at.t-= t-d by his notarial sn.,), i= ad;lilaed to be cr,rrect,
in due form and accordint; to lwv. Let the in-tru:n^rt and thn certificatq, and tLis cer-
tificetn be rcListernd.
This 7th dap of June, A.D., 197,9.
Mary S. Wri r.ht
Deputy Clerk =uparior Court
of Rr,s�,lat„nh County.
Forth Carolina.
Filed for registration Jung 7th, 1939
at 1F: 0 o'clock P. M. and regtFtere3
-Tune Sth, 19?^, .
_ pe.F:ist-�r of n=.�ds
I
STATP. OF NORTH CARor.irJA )
COUNTY OF PASi:vCTAPF )
THIS IN➢EWMPIE, made and entered into this the first dtty of May, A.D., one
thousand nine hundred and thirt_• nine, by nnel bet-w"n the CCU1JI^( OF PASC-U07'ANK, in t'+P
State of North CarolinaD , party of the first pert, and the UP11-FlT.+'P':S o''' Ai.11'RICA, party
of the seeoni pert,
'vrITNFi58P;TH:
That the said party of ttrc first part, for and in consideration of the sum of
One Dollar, and other Food an•1 valua`71rt. nonsiderations it thereunto moving, the rec.ei.pt
of '.':hich is hereby acknowledged, has bargained, and sold, and by those presents does
bargain, sell and convey unto the said party of the second part, and its assigns, all its
right, title and interest in and to that certain tract or boundary of land, situate,
lying anl being in Ni_znnton To•rrnshig, in said County of Pasnuotank and vtate of North
Carolina, berbPore knosm as the "Hollo'rell Bay farm Tract," and bein. bounded and more

,(;GINNING at a corner of the Davis Ray Road and "'.pek;vill•. Flizabeth Cit.v nighway
Right-of-way, marked with a monu,r��nt 1-1/4" pipe; thence ❑ions the Higtnnay right -of -clay
nortl? '52o 08' 'nett 360.4 fret to a monrment 1-1/4" pine; Y,h>ncP north • 0 57' eaat 499..7
feet to a monument 1-1/ 1" pips,; thence nor bh 720 10' 'vest. 1'-3.8 feet to a monument 1-1/1
pine; thence north 57n 52' east ..P:7..0 1'n^t to n ,romrment. 1-1/-1" nine; thn.nce norl'.h Vo
i
08' w0't 711.0 feet to a monument: 1-1./4" oi.ne; th=.nne north 77.0 47' 685.0 feet to a
mnntnent 1-1./6" pipe; thence, ca!rt.h .:^ 17' v:-;t 2i12.6 Peet to li rnon%imont 1-1/4" nine set
in Ole C;eeksvil.le E=iizahnth City liif;h,eny ri;.ht-of-tray; tt?ono^ alonq the llil•'?rray right-
of-way north 720 0' crest n28.6 fc^t to e monument 1-1/4" nine; th-roa a.lonr the rivht-
of-w!�, nor,,Y, 7,,60 74' we:,t. l.vF.', r-ettn n 1-1,/11, pine morijTnnt; ah^nr7e 91.on- thn right-
of-rr3r north 490 24' meet 26c).4 .Cer1; to n monument 1.-1/1" nine; th=ace along tn= rirrht-
of-,-aay north )6a ?%' ,vest 5A71.9 feat to y monument 1-1/3" G. ,.ante north 1,10
i' en=t 695.P feet to a 'r:onalnant 1-1/4" u.1ne; Ch�nre south Silo 52.' Pant, :,7,.1 feet to
a monument 1-1/1" pil>^; thence n,)7•tll 780 18t n.,t; ii95.5_ fe,t to 1-1/1" nine;
theoce north 600 46' east 611.2 feet to a monument 1-•114" ninr?; th.,nn.e north 6.10 nnl
east 297.7 feet to a momrnent 1-1/1" n.in thence north 20 14' v:e.^..t,2.19 fe,.t tQ,a monu-
ment 1-1/ nipe, thence north 1/Io east 78.7 feet La a strakr;; t.h^.nee nnrt.h 610 ",'
east 120.5 fact to a stake; th=once nort.l, .'Oo '- -' Poet 1.56.n CeeL to a st tke.;h ins a
point where the ditnh ends and Johnsnn' Crr�ek ,,neins; th-znee '.,)'An 4'11011E- th cnnte.r or
this Creek is a 8enera.l northeasterly ILrec.tion, the Collowintr courses and distances;
north '110 1.6' er.st 61.5 f3et to rl at.ahe; i.hr,nce north 72c AS' ear•t.145.9 fret to a st.ak
thence north 57" 17' east 106.E feet to a st.,r'<c: thence nort.'l. 290 15' east 196.00 feet '
a stoke; th-�ncp north 120 51' enst, 72.5 font to a stake; thence north 210 3S' ec:=7; 118.
felt to a stake; thence north 50 19, urea,t. 1.96.9 feat tc, a stale Lb -nee north 3�!0 25'
eont 07.4 feet to a stake; th:�tien north 460 A5' east 120.4 rRet to a steko; thence nortl
300 04' east 157.5 feet to a stake; thence north 50 21)' -:,est 190.'? feet to a stake; ther ce
north 30 48' east 207,.0 feet tc a sta-0; thence nortl+ 420 31' east 222.8 feet to a stak ;
thence north 1'o 2:9' 'rest 77.8 feet to a stak ; thence north 57,0 57' east 97:.5 feet to
stake; thence north 430 11.' eriat 1U .,1 feet to a stake; thence north 510 31' east 6-.4
feet to a stoke in the center line of Johnsnn's OrRek at the ^d w of the Raecnlotunk
River; thenr.e al.onl', the shore of the Pasquotank River in a general southeast.^.. i. p dire-
ctir,,n the follo',inr' courPel and ltztann,: south 7,10 ^5' „n,t. 112.8 fe^t to a .stake;
I
thence south 220 04'. east 254.4 foot to a �>t.nke; thence south 360 42' aast I,3.7 fe9t
to a stake; thence souti, 410 50' east 3.1.9.7 Ceet to a ;talce; th^nac south 290 07' east
379.6 feet to a ntalce; thence south 240 05' oast 706.8 fe-t to a stake; then(,^ south 35
33' east 1.76.5 f=et to a stake; thence south 190 04' east 153.5 feet to ❑ stake; thence
south 2.80 28' east 7,01.E feet to a stake; thence south ";8o OS' east 170.4 feet to a
stake; thence south 590 12' e%:st 1'1e.2 feet to a stake; thence south .550 59' east 75.4
feet to e stake; thence south 440 05' west SG.G feet to a static ; thence south 8o 10'
:rest 75.7 feet to a stake; thence south 230 49' east 128.0 feet to a stake; thence seat
380 36' east 255.6 feet to a stake; thence south 520 29' east 1.42.5 feet to a stake;
thence south 600 51' east 290.1 feet to a stake; thence south 560 11' east 135.6 feet
to a stake; thence south 610 58, east 153.0 feet to a stake; thence south 660 201 east
374.5 feet to a stake; thence south 750 04' east 185.1 feet to a stake; thence south 66
•55' east 102-5 feet to a monument 1-1/4" pipe located on the edge of tha `asquotank
River; thence south 590 28' west 1560.0 feet along the north Davis Pay Eoed right-of-vral.
to the intersention and eo.rner of the nforem^nt.ioned Sleelccvill.e Elizabeth City 1?irl,mly �

rirTht-of-vra}r mar:te'l r:•i.th e r:+pn!o::.r.nt ,.-1/1" nib and h?inr t.h� t, a�innin or, tni.5 r15s.cri.o-�
tion; containin- 7.?-1 acr^s, mar" or less, and bein+- aI,sa narticu)arl,y shown and delineatrl
on the of]'ictal plan or survey en.titlerl, "U-S. Coast Gna.•d .'sir Ration, Elizabeth Git,•r,
Pl. C , Data and `lurv%T rrmni.'..�ri h•; Con trnctinn En io
� .",r � No1�in!;^:•, July, L ..6, {�is;n^.d)
Arch D. Hal_sinr•r,•, Corree,[;nl
EZC::ptinr anal _ .roil'(°. ho,•:Q_j_-, r'ro;l th_e pn:•r•a1, l.Ori ,Or t,blE 'leer) o" r.-Ir: •dey::.ncr
that certain lot knov'n as t l "genet^^y Lot," whiCPl is describer) as b'�inr_',
A cr.:rtetnrr lot. 2, fort by :x, !'",t, as no:. exiGtinr• or, i.h rnthnrly 5-jr n o;'
Gemetaa•y Lane at a Point l.ocnt-,l north 1fio 47' =a.st 1439.6 Pert from th> i.ntersectinn of
tlio V(eeksville Aigh�.,ay rir;},t-of-.;ny an•1 C^,met, iar.
$ut -ith the ri.r.,bt of the .)art;v of the, senon-1 nort to level the eraz•ns on9 ,mark
ers to the 3urr5ce of the surrotin•linr: l;and.a.
TO HAVE AND TO tlOT:D, the vaforessi•l tract or beunlary of lan to�c;rther with the
nrivi.lefins and appnrten>:;ncn5 thcraunto helonrtin!; or in e.mr:+isr aooertairainr unto the said
party of thr ^ennnd n.^rt, and its a^=irnr, to its nnl th^ir onl.v prover arse an•i hehoor
forever, subject, hue,^.Ver to t!,r ',nllovti.rl{ nonda.ti,onn, n.xceptions ant r^cervations,
namely:
(1) That the Connt:r o'' Pas,juotenk in rpn,jnn.tion vrith the City of Elizabeth
it7 shall h::ve the right to tap=rote the land above ennveved as an r:irport. for t'na lose of
croplanes and other aircraft, nrnvidad that such. op^.rati.nn ^heil..l not br: detrimentul or
nconsi;teut !'Ath the uses arrl on,+.ratinns vibich the nurty of th=: second part me
y desire
0 conrl„et and maintain on se.id lr,nrls.
(2) That at all times there shell be maintained the r.iE,ht or the free passage
f surface wat^_rs by drai.ranc from adjoining land= onto and across the Lands herein con-
ay.ed.
And the said Party of the first part, for itsclt' and its successors, covenants
o and with the said party of the second part, and its assir^ns, that it is -seized of said
ands and hremEsen in I've and has the right to convey th^ sam^ in fie simple; that the
eme are Free and Blear or un:l :from all liens anr? encumhr<'rnr,e, vrhatsoev^r, and that it vril
orAvrr warrant and r?glen=) tl!e title to the same otc,ainst the lawful claims of all r)ersons
homsoevnr;
IN WITNITSS V7F?PISOF, the said party of the first part has cnnGed these nr, r.ents
n hn o7lCr,0 in Et; nnm" by Noah I3urtnot, Chairman o�f the Roard of Count;= Cormmissioners
f said Pas,luot.ank County, North Carolina, awl its ofrieial set) to hr. her.^_unto of'i.xed
nd attested by it^ Rnaist.or of.' Deed^ amj r,x orfieio Clerk to the Roard of Gotinty Commiss-
nners of staid Pasnuotank County, on this the ist day of 1,18y, 1.939, all in conrormit;-a to
he authority and rtirections nontain�ed in the Reso].ut.ion du].,v adnpta_d by sail Darty of the
irst part on March 5, 1939.
i,TTE:,T: (Seal of PaSnuotank County) COUNTY OF PASQ-UOTAhif.
J. C. Spence By N. Burfoot
Register of Deeds and ex otficio Chairman of the Board of Co,rnty
Clerk to the Board of County Commissioners or Pasnuotank
Commissioners of Pesauotank County, County, North Carolina.
North Carolina.

NORTH CAROLINA )
PASOUOTATM COUNTY )
This 7tb lay of June, 19':9, PPr�,opa.l.ly eeme bofor^ me 'di" V- Griffin, a Notary
Public for the County of Paspuotank, State of North Carolina, Noah Burfoot, who being by
Tag duly svrorn, says that he is Chairman of the Board of County Commissiriners of Pasquo-
tank County., and that the seal afi'ixed to the, foregoing instrument in ':r'rttinP i-= the
official seal of said County, end that swirl v,riting was signnd, and sealed b}, hi.m on be-
half of said County by its :authority duly (riven. And the said Noah Burfeot ackno,a'ledged
the said writing to be the act and deed of said County.
(Notaria), Seal)
ATT RS T --
LT. C. Snence
Registar of Deeds rand ex officio Clerir to
the Board of County Commissioners of
Pasouotnnk Cninty, North Carolina.
NOPT77 CAROLINA j
PASRUOTANk COUNTY )
W. 9. Griffin
Notary ublir, for Pasquotank
County, North Carolina.
My comm. expir^s Sany^ 29, 1940.
The fore. -Going oertifioatn of w. L. C,riffin, a Notary Public in and for Pasquo-
tank County, North Carolina, attested by his notarial seal, is ad.iu'..ged to be cr:rrect,
in due form and accordin., to law. Let the instrument and the certi_`icate, and this cer-
tificate be registered.
This 7th day of June A.D., 1939.
Ugly S. wriaht
Deputy Clerk Superior Court
of Paso uotank County,
North Carolina.
Filed for registration June 7, lg79
at 12:30 o'clock P. M. and re€;icterel
June ti, 1939.
Peetister of Deeds
wr.s-,�p,:F•Y&P:>zs.•�w a„e,,F�,�,�arw&Is'h-.h&r,F-P�';�
N0rT;1 CAPOT.LNA,
PA&7.UOTAN`K COUNTY,
TFIS nl's'?,n, made this: l?t?r Arr,• or Anril, by Surcch. A. Davis nnA lwi band,
C. A. Davis, Katharine 'fhttehurst and hrisb:+nl, n. T. Whi.teburat, lda Lee Robinson and
hucbvnd, T. Robinson, Lillian L. Thornton, Joseph n. Hi 1, T;a7e1 Hill aml Kertb ine
Fill, hdiriam Hill and Ilorece MI. Hill, minors, by their ,n,r�.ir:n TTaael Hill, parties of
the first nart., to J. v;. Taft and wife, Nancy Taft, parties of the aecon7 Hart,
7r I T NF £ i S kE T H --
That ^raid pe-ti•, 01' fire fi^rt ❑.,rt. far and i.n con^id.e;•ation of the sum of
EIG'?T T11i11DR2D AND 1110/100 (1600.00) DOLLARS, to them in han7 paid by the parties of the
second cart, the receipt of r^:hich is he.rcby acknm,!Ie^d,r;cd, have bar.rained and sold and do
herebv bargain, se11 and convey unto the sai narti-es of the second pi,rt, their heirs
and assigns, that certain lot or purc.,l of lan9, togeth^r :rith all improvemnnt� thereon,
situ::te in'the City of Sli?,abeth City, i:lizabeth. City Townsbip, Pasnuotank County, Nortl
Carolina, and loncri.bel as
That certain Tot situate on the east site of Morgan Street, comnencinrl at a
point on said Street 106 ft. south?rardly from an alley ext'_n'dinFl from Hunter Street to
4organ Street, and runnin=; th^nr•e eastwardly at right enf;les from said Strect e2 feet;
t.h�nee rnnf,hwnr-91.v norn],lalrrit.h itlorrrran Rtrert, t(1 , ,'.t; tl ^nee N:^,al;v;erI1y nnralled v!i.Y,h
01

3L —L f,
_ � 3