SW7070920_HISTORICAL FILE_20110322

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW -x% V?Ao
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ .COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

North Carolina
Beverly Eaves Perdue
Governor
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NCDENR
Department of Environment and
Mr. Peter Roscoe, Legal Council
Edenton Chowan Development Corporation
PO Box 1030
C 27932
Dear Mr. Rascoe:
Division of Water Quality
Coleen H. Sullins
Director
March 22, 2011
Natural Resources
Dee Freeman
Secretary
Subject: Additional Information Request
Stormwater Project No. SW7070920
Edenton-Chowan Airport Industrial Park, Phase IIA
Chowan County
This office received a copy of a Sedimentation and Erosion Control Plan application for the Truswood
Site Development project on January 18, 2011. It appears that this project is located on lots 13 and 14 of the
Edenton — Chowan Airport Industrial Park, Phase IIA, development covered under Stormwater Permit Number
SW7070920. According to the Permit Conditions, (in Design Standards Section) 1.2. and (in Schedule of
Compliance Section) 11.16., recorded deed restrictions must limit the built -upon area to specified amounts (in
this case lots 13 and 14 totaling in 54,000 sf of built -upon area).
Please provide a set of plans and supporting information for the Truswood Site Development to
confirm that proposed development will stay within allotted Built -Upon area as per Stormwater Permit Number
SW7070920 for the Edenton-Chowan Airport Industrial Park, Phase IIA. In case that the proposed built -upon
area exceeds allotted amount, or in case of any revisions to any item shown on approved plans, a Permit
Modification will be required. Provide also information for all other developed lots within permitted commercial
subdivision.
Please be reminded that the Permitee must submit a copy of the recorded deed restrictions within 30
days of the date of recording (see permit condition 11.17.), as well as a Designer's Certification (see permit
condition 11.6.). As of the date of this letter, Division of Water Quality did not receive these documents.
The requested information package should be received by this office prior to April 22, 2011. If an application
package is not received by this date we will consider the project incomplete.
Please reference the Stormwater Project Number above on all correspondence. If you have questions,
please feel free to contact me at [phone].
Sincerely,
Samir Dumpor
Environmental Engineer
Surface Water Protection Section
cc: Chowan County Planning/Inspections
Mr: Richard Watts, Truswood Properties, LLC (PO Box 90035, Raleigh, NC 27675)
1/Washington Regional Office
North Carolina Division of Water Quality Internet: wvw nmaterquality.org One
943 Washington Square Mall Phone: [phone] FAX:[phone] NOrthCarOj Itla
Washington, NC 27869 FAX: [phone] Naturally
An Equal Opportunity 1 Affumalive Action Employer

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FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT r/
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank.). ,
Part A.
1. Project Name Truswood Site Development JAN 1 8 2011
2. location of land -disturbing activity: County Chowan City or Township
_YEOPIM .� r: •- 1
Highway/Street_217 Windlass Loop Latitude 36.0328 Longitude 76.5714
3. Approximate date land -disturbing activity will commence: December 2009
4. Purpose of development (residential, commercial, industrial, institutional, etc.): Industrial
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas):-9
6. Amount of fee enclosed:, $585.00 . The application fee of $65.00 per acre (rounded
up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $585).
7. Has an erosion and sediment control plan been filed? Yes No Enclosed_X_
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name Richard Watts E-mail Address rwatts(c truswood.com
Telephone [phone] Cell # 919-801-0777 Fax # [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
Truswood Properties, LLC
Name
P O Box 90035
Current Mailing Address
Raleigh NC 27675
City State Zip
919-787-8787 919-787-8075
Telephone Fax Number
8813 Running Oak Dr.
Current Street Address
Raleigh NC 27617
City State Zip
10. Deed Book No. 419 Page No. 487 Provide a copy of the most current deed.
Part B.
Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
Truswood Properties LLC rwattsatruswood.com N B
Name E-mail Address
P O Box 90035 8813 Running Oak Dr ,)AN ? 4 2O11
Current Mailing Address Current Street Address
L,;x0 Nr:i.,rr K:cTNw
Raleigh NC 27675 Raleigh NC fVPSHWGTO NI90154M 0FFj6F
City State Zip City State Zip
Telephone [phone] Fax Number 919-787-8075

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Name E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Telephone Fax Number
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Richard Watts
Name of Registered Agent
P O Box 90035
Current Mailing Address
Raleigh NC 27675
City State Zip
Telephone [phone]
rwaltsBtruswood.com
E-mail Address
8813 Running Oak Dr
Current Street Address
Raleigh NC 27617
City State Zip
Fax Number 919-787-8075
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there be any change in the information provided herein.
Richard Watts
Ty e or prin name 1
11,lCktf�n[�
Signature
Managing Member
Title or Authority
1 /6/11
Date
I, cy�'.. -- K �Q\,' / , a Notary Public of the County of k F_
1< .
State of North Carolina, hereby certify that R appeared
personally before me this day and being duly sworn acknowledged that the above form was
executed by him.
Witness my hand and notarial seal, this Gth day of >ruk v , 20It I
Seal
Notary P�hit�
My commission expires I 9 , i\ —_
Marian K. Cary
Notary. Public, Wake Cbimb, NO
My Commission E)#ms -e . `t , - j

W ATF9
rl� r
IVra� --I
Michael I. Easley, Governor
William G. Ross Jr, Secretary
North Carolina Department of Environment and Natural Resources
August 12, 2008
Coleco 11. Sullins, Director
Division of Water Quality
Mr. Peter Rasc . Legal Council
Edenton Cho an Development Corporation
PO Box 10
Edenton, C 27932
Subject: Approved Plan Revision
Edenton-Chowan Airport Industrial Park, Phase IIA
Stormwater Project No. SW7070920
Chowan County
Dear Mr. Rascoe:
On May 14, 2008, the Washington Regional Office received a plan revision for
Stormwater Management Permit Number SW7070920. The revision includes additional
wetlands located on the site as well as shifting of the road 10' toward lots 9-13. It has been
determined that a formal permit modification is not required for the proposed changes. We
are forwarding you an approved copy of the revised plans for your files. Please replace the
old approved plan set with the new one.
Please be aware that all terms and conditions of the permit issued on November 13,
2007 remain in full force and effect. Please also understand that the approval of this revision
to the approved plans for the subject State Stormwater Permit is done on a case -by -case
basis. Any other changes to this project must be submitted to and approved through the
Division of 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].
Sincerely,
.=:::�Y c
Samir Dumpor
Environmental Engineer
AH\sd: S:\WQS\STORMWATER\PERMIT\SW7070920
cc: James Freeman, PE, Hobbs, Upchurch & Associates, PA (PO Box 1737,
Southern Pines, NC 28387)
_C howan County Building Inspections
Washington Regional Office
Central Files
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet. www.ncwaterguality.org 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper
ririhCarolina
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NJHobbs, Upchurch & Associates, P.A.
Consulting Engineers
2522 S. Croatan Highway • Suite 2A • PA. Drawer 1929 • Nags Head, North Carolina 27959
May 12,2008 �� S1or1 �Q�5—p+-058
Scott Vinson
NCDENR-WRO
943 Washington Square Mall
Washington, NC 27889-..,"''��
MAY 14 2008
RE: Edenton-Chowan Airport Industrial Park Phase I1-A
Stormwater Management Submittal -ii,'r-J"i-l"; a+d%
1-IUA # CHW601 —permits
SW7070920
Dear Mr. Vinson:
We are submitted a plan revision to the above -mentioned project. After further review by
NCDOT additional wetlands were located on the project. These wetlands are through lots
23, 14, 22, 15 — 19. The revisions to the plan were to shift the road 10' toward lots 9-13. We
also had to adjust the ditch grades so that we were not draining any wetlands.
Our wetland subconsultant is preparing the necessary permits for the road crossing at lots 23
and 14. They are also preparing permit for driveway crossings into lots 16 and 17. Lots 15
and 18 are most likely not useable and may be combined in the future with other
neighboring lots.
Please let me know if you need additional information or have questions.
Sincerely,
& ASSOCIATES, P.A.
Nags Head, NC • Telephone [phone] • Fax [phone] • e-mail: [e-mail]
Southern Pines • Myrtle Beach • Raleigh • Charlotte

® HOBB.S, UPCHURCH & ASSOCIATES
CONSULTING ENGINEERS
P.O. DRAWER 1929
2522 S. CROA'TAN HIGIdWAY, SUITE 2A
NAGS HFAD, NORTI I CAROLINA 27959
P1IONE: I-(252) 44I-3913
FAX: [phone]
To: Scott Vinson
NCDENR-WRO
943 Washington Square Mall
Washington, NC 27889
The Following Items) :
I vi-irt Q (1FTRANIMITTAL
Date: 5/12/08
Ann. Scott Vinson
Ref.: Cl IW601
S W 7070920
We are sending you
Attached
0 Under separate cover VIA
o Shop Drawings o Eng. Cert. Specifications o Design Calculations
Letters o Application ® Plans Final Report
Copies
Date
Project No
Description
I
5/12/2008
CIAW601
Cover Letter
3
5/12/2008
CI'IW601
Subdivision Map for Phase II -A Edenton -Chown Industrial Park Sheets 3 Sheets)
3
5/12/2008
CHW601
Wetland Delineation Survey for County of Chowan Sheets 2 Sheets
3
5/12/2008
CHW601
Edenton-Chowah Airport Industrial Park Phase II -A Sheets 22 Sheets)
These are Transmitted as Checked Below :
For Approval o Approved as Submitted° Resubmit for Approval
For Your Use Approved as Noted Submit for Distribution
As Requested Returned for Corrections Return Corrected Prints
For Review and Comment
Prints Returned After Loan to Us
Remarks:
Copy To: Signed James Bowen, P.E.
MAY 1 4 2008
uluVQ-ViAR0

Michael P. Haslcy, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleco If Sullins, Director
Division of Water Quality
June 13, 2008
Mr. Pete0ascoe, Legal Council
Edenton Chowan Development Corporation
PO Box 1030
Edenton, INC 27932
Subject. Request for Stormwater Modification Application
Stormwater Review SW7070920
Edenton-Chowan Airport Industrial Park, Phase IIA
Chowan County
Dear Mr.Rascoe:
This office received a copy of your plan revision request for the subject project on May 14, 2008.
Due to changes caused by the additional wetlands on site, and the fact that the permit will have to be
changed, we are requesting a Stormwater Modification Application (see Stormwater Permit Number
SW7070920, Section II. 9).
As stated in the letter from Hobbs, Upchurch & Associates, P.A., the revisions to the plan were to
shift the road 10' towards lots 9-13, and to adjust the ditch grades not to drain any wetlands,
however the revised plans are showing lots 9-13 and 24-27 to have same areas as in original
permit. Please revise.
To obtain a Modified Stormwater Permit you must submit a completed application, application fee
of $505.00, two sets of plans and specifications showing the proposed project and all stormwater
treatment units along with engineering calculations, narrative description and a name/ownership change
form (attached). This application package should be received by this office prior to July 13, 2008. If an
application package is not received by this date we will consider the project incomplete. We also have an
Express Permitting program. If you are interested in this program you may contact Ms. Lyn Hardison, One
Stop Permit Coordinator, at 252-948-3842.
Any development of the site prior to receipt of the required permit will constitute a violation of 15A
NCAC 2H.1000 and North Carolina General Statute 143-215.1 and may result in appropriate enforcement
action including civil penalty assessment of up to $10,000 per day.
If you have questions, please feel free to contact me at [phone].
Sincerely,
Samir Dumpor, PE
Environmental Engineer
Washington Regional Office
cc: James Bowen, PE, Hobbs, Upchurch & Associates, P.A. (PO Drawer 1929, Nags Head, INC 27959)
Washington Regional Office
No�thCaro
Aural
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: h2o,enr.stateoc,us 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
An Equal OpportunitylAKrmative Action Employer— 50% Recycledn0°/ Post Consumer Paper

Michael 17. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
zl -i
July 28, 2008
CERTIFIED MAIL
RETURN RECEIT REQUESTED
7007 3020 0001 8861 4584
James Fr an, PE
Hobb pchurch & Associates, P.A.
P ox 1737
outhern Pines, NC 28387
Coleen H. Sullins, Director
Division of Water Quality
IN i+�.�►� �-�t.�J .
-S .Vv-. e— 1— `o�L-. p
71 C.Y\ (ZaNN S.t.dV\ ;S OIL
Subject: Return of a Check for Stormwater Modification Application
Stormwater Review SW7070920 MOD
Edenton-Chowan Airport Industrial Park, Phase IIA
Chowan County
Dear Mr. Freeman:
This office requested a Stormwater Modification Application for the Edenton-Chowan Airport
Industrial Park, Phase IIA MOD project on June 13, 2008 (copy attached). The following items were
requested: a completed application, application fee of $505.00, two sets of plans and specifications
showing the proposed project and all stormwater treatment units along with engineering
calculations and narrative description. The due date for this submittal was July 13, 2008
On July 21, 2008, this office received a letter stating 'The required $505 check is attached" and a
check for $505.00 from the Hobbs, Upchurch & Associates, P.A., for a proposed Modification of Edenton-
Chowan Airport Industrial Park, Phase IIA project, to be located in Chowan County, As of today, the rest of
the requested information has not been received. Therefore said letter with the check is being returned to you
as incomplete.
Please be advised that construction of the proposed facilities without a valid permit is a violation of
15A NCAC 2H.1000 and North Carolina General Statute 143-215.1 and may subject you to appropriate
enforcement actions in accordance with North Carolina General Statute 143-215.6. Civil penalties of up to
$10,000 per day per violation may be assessed for failure to secure a permit required by North Carolina
General Statute 143-215.1.
If you have any questions or comments concerning this matter please call me at [phone].
Sincerely, \
1 'v 1
Samir Dumpor, PE
Environmental Engineer
Washington Regional Office
Enclosure
cc: Chowan County Inspections Dept.
Peter Rascoe, Legal Council, Edenton Chowan Development Corporation, PO Box 1030,
Edenton, NC 27932
✓Washington Regional Office
`
rCaro
A(ral
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: h2o.enr.state.nc.us 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper

TRANSMITTAL
TO: SamirDumpor, P.E.
NCDWQ— Washington Office
FROM: James D. Freeman, P.E.
Hobbs, Upchurch & Associates, P.A.
DATE: July 18, 2008
Hobbs, Upchurch
& Associates, P.A.
Consulting Engineers
P.O. Box 1737
300 S. fV Broad Street
Southern Pines, North Carolina 28387
[phone] FAXON 692-7342
HUA PROJECT # GC0601
JUL 2 ,12000
RE: Eden ton-Chowan Industrial Park, Phase ❑A - SW7070020
MESSAGE: Required $505 check is enclosed
Thank you,
JD
CC: Mr. Peter Rascoe, Edenton-Chowan Development Corn.
Mr. James Bowen, PF, HUA
14jHOBBS, uPCHuRcH�'AssoCI�lns, PA. B�iT
CONSULTING ENGINEERS
P.O. BOX 1737, 300 S.W. BROAD STREET Branch Banking an l run Ccnlpan,
SOUTHERN PINES, NC 28388 66 11➢531
[phone]
xac{tlllly Five hundred five and no / 100 Dollars
aV i.
RDER N. C. DENR
RDER
NC
DATE
7/10/2008
aAUTHOAFTER 90 DAYS
OR¢EO s..NAruRE
48434
48434
AMOUNT
$505.00
I'04843411■ 1:05310112 i1: i8610001541I'

Cgk1 Go t
Michael 17. rsley, Onn,crnurr
William G. (toss Jr., Secrelary
North Carolina Department of Environment and Natural Resources
Coleen 11. Sullins, Director
Div is Lou of Wmcr Quality
June 13, 2008
Mr. Peter Roscoe, Legal Council
Edenton-Chowan Development Corporation
PO Box' 1030
Edenton,
enton, NC 27932
Subject: Request for Stormwater Modification Application
Stcrmwater Review SV 7070920
Edenton-Chowan Airport Industrial Park, Phase IIA
Chowan County
Dear Mr. Rascoe:
This office received a copy of your plan revision request for the subject project on May 14, 2008.
Due to changes caused by the additional wetlands on site, and the fact that the permit will have to be
changed, we are requesting a Stormwater Modification Application (see Stormwater Permit Number
SW7070920, Section II. 9),
As stated in the letter from Hobbs, Upchurch & Associates, P.A., the. revisions to the plan were to
shift the road 10' towards lots 9-13, and to adjust the ditch grades not to drain any wetlands,
however the revised plans are showing lots 9-13 and 24-27 to have same areas as in original
permit. Please revise.
To obtain a Modified Stormwater Permit you must submit a completed application, application fee
of $505.00, two sets of plans and specifications showing the proposed project and all stormwater
treatment units along with engineering calculations, narrative description and a name/ownership change
form (attached). This application package should be received by this office prior to July 13, 2008. If an
application package is not receivedby this date we will consider the project incomplete. We also have an
Express Permitting program. If you are interested in this program you may contact Ms. Lyn Hardison, One
Stop Permit Coordinator, at 252-948-3842.
Any development of the site prior to receipt of the required permit will constitute a violation of 15A
NCAC 2H.1000 and North Carolina General Statute 143-215.1 and may result in appropriate enforcement
action including civil penalty assessment of up to $$10,000 per day.
If you have questions, please feel free to contact me at [phone],
Sincerely,
Samir Dumpor, PE
Environmental Engineer
Washington Regional Office
V
cc: James Bowen, PE, Hobbs, Upchurch & Associates, P.A. (PO Drawer 1929, Nags Head, NC 27959)
Washington Regional Office
NonhCaro
Aadtral
North Carolina Division of Water Quality Washington Regional Office Phone [phone],181 FAX [phone] Customer Service
Internet: h2o.enrslateocus 943 Washington Square Mall, Washington, NC 27889 1-877 623-6748
An Equal OpponunitylAlfnwlive Acton Employer- 50%Recycled110% Post consumer Paper

We appreciate your help in permitting this project. Please contact me if you have any
questions or require any additional information.
Sincerely,
HOBBS, UPCHURCH &ASSOCIATES, P.A.
times B vcn, P.G.
Project Manager

WQ
W i1 TE90 -- Michael F. Easley, Governor
William G. Ross Jr, Secretary
r North Carolina Department of Environment and Natural Resources
O C Coleen H. Sullins Director
Division of Water Quality
November 16, 2007
Mr. Peter Ras`coe. Legal Council
Edenton ,Chowan Development Corporation
PO Box 1030
Edenton, NC 27932
V
Subject: Stormwater Permit No. SW7070920
Edenton-Chowan Airport Industrial Park, Phase IIA
High Density Project
Chowan County
Dear Mr. Rascoe:
In accordance with a telephone request received on November 15, 2007, we are forwarding
herewith a corrected page 1 of the subject permit, issued November 13, 2007.
The following corrections have been made to the permit:
1. ...The Washington Regional Office received a complete Stormwater Management Permit
Application for Edenton-Chowan Airport Industrial Park, Phase IIA....., instead of Aaron
Hill Harbor as stated in the permit issued on November 13, 2007.
Please replace Page 1 with the enclosed corrected page into Permit No. SW7070920,
issued November 13, 2007.
If you have any questions regarding this request, please do not hesitate to contact either Samir
Dumpor or me at [phone]. Thank you for your cooperation.
Sincerely,
i _ ��
AI Hodge
Regional Supervisor
Surface Water Protection Section
Cc: James Bowen, PE, Hobbs, Upchurch & Associates, P.A. (PO Drawer 1929, Nags
Head, NC 27959)
Chowan County Buildingg Inspections
WassNngton Regional -Office
Central Files"
North Carolina Division of Water Quality InternetN
o
943 Washington Square Mall Phone [phone]
Washington, NC 27889 Fae [phone] - An Equal Opportunity/Af rmative Action Employer— 50% Recycled/10% Post Consumer PaperRurally

Wa RD
Michael F. Easley, Governor
William G. Ross Jr., Secretary
rNorth
Carolina Department of Environment and Natural Resources
1
�
Coleen H. Sullins, Director
Division of Water Quality
November 13, 2007
Mr. Peter Rascoe. Legal Council
Edenton Chowan Development Corporation
PO Box 1030
Edenton, NC 27932
Subject: Stormwater Permit No. SW7070920
Edenton-Chowan Airport Industrial Park, Phase
IIA
High Density Project
Chowan County
Dear Mr. Rascoe:
The Washington Regional Office received a complete Stormwater Management Permit
Application for Edenton-Chowan Airport Industrial Park, Phase IIA, on September 27, 2007.
Staff review of the plans and specifications has determined that the proJJ'ect, as proposed, will
comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are
forwarding Permit No. SW7070920 dated November 13, 2007, for the construction of the
subject project.
This permit shall be effective from the date of issuance until November 13, 2017, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 2761.1-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Samir Dumpor, or me at [phone].
lincerely�
AI odge —
Regional Supervisor
Surface Water Protection Section
AH/sd: J:\WPDATA\WQS\ State SW-SD\Permits — Wetlands
cc: James Bowen, PE, Hobbs, Upchurch & Associates, P.A. (PO Drawer 1929, Nags
Head, NC 27959)
Chowan County uilding Inspections
Washington Regional Office
Central Files
North Carolina Division of Water Quality Internet: or- One
943 Washington Square Mall Phone [phone] ViCarohna
Washington, NC 27889 Far [phone] urally
An Equal Opportunity/Afinnative Action Employer— 50% Regded/10% Post Consumer Paper

NJHobbs, Upchurch & Associates, P.A.
Consulting Engineers
2522 S. Croatan Highway • Suite 2A • P.O. Drawer 1929 • Nags Head, North Carolina 27959
September 25, 2007
Scott Vinson 5EP 2 7 2007
NCDENR - WIM 11gft'
943 Washington Square NIall DWQ-WARD
Washington, NC 27889
RE: Edenton-Chowan Airport Industrial Park Phase ll-A
Stormwater Management Submittal
1-IUA # Cl-IW601 —permits
Dear A4r. Vinson:
The Edenton Chowan Development Corporation is beginning to develop Phase II -A of
their industrial park located near the Edenton-Chowan Airport. 'Che tract of land consists of
76 acres of land. The property is relatively flat with a drainage channel that runs through the
middle in a clockwise direction. 'Che property has a total of 20.3 acres of 404 wetlands with
no blue line streams on the property.
The project consist of the subdivision of the property into commercial parcel. There are a
total of 28 parcels. Lot 23 is slated to be the NCDOT bridge maintenance division shop.
Lot 14 is to be used for a boat builder.
An estimated value of impervious area has been proposed for each lot. 'Tlvs can be found in
the design calculations section. There are two constructed wetlands proposed on the
property. Constructed Wetland #1 trcatc the following lots: 2-6, 8-14, and 27 pluis some of
the road right of way. Constructed Wctland #2 treats the following ots: 15-26 plus some of
the road right of way. Runoff drains through roadside grass swalcs and into the wetlands.
The wetlands then discharge into an existing drainage channel. Both wetlands control the
first inch of runoff and the 2-yr storm. Silt fence is proposed around the perimeter of the
project with check dams throughout the proposed swales.
Lots 1 and 28 do not drain to the wetlands and will need to provide their own stormwater
control if needed.
Nags Head, NC • Telephone [phone] • Fax [phone] • e-mail: [e-mail]
Southern Pines • Myrtle Beach • Raleigh • Charlotte

In accordance with Title 15 NCAC 2H.1000, the Coastal Stormwater Management Regulations, deed
restrictions and protective covenants are required for High Density Commercial Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility.
Deed restrictions and protective covenants are necessary to ensure that the development maintains a
built -upon area consistent with the design criteria used to size the stormwater control facility.
I, PETER RASCOE , acknowledge, affirm and agree by my signature below, that
I will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot
within the project known as EDENTON—CHOWAN AIRPORT INDUSTRIAL PARK PHASE II —A
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number as issued by the Division of Water Quality
under NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built -upon area per lot fs square feet. {OR, if the
proposed built -upon area per lot will vary, please use the following format & language (in bold):
The maximum built -upon area per lot, in square feet, is as listed below: RECEIVE[)
Lot # BUA Lot # BUA Lot # BUA Lot # BUA SEP 2 7 2007
This allotted amount includes any built -upon area constructed within the lot property boundaries AR®
and that portion of the right-of-way between the front lot line and the edge of the pavement `Built
upon area includes, but is not limited to, structures, asphalt, concrete, gtavel, brick, stone, state,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
7. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales to collect the lot runoff
and directing them into a component of the stormwater collection system. Lots that will naturally
drain into the system are not required to provide these additional measures.
8. The owner of each lot, whose ownership is not retained by the permittee, is required to submit a
separate stormwater permit application to the Division of Water Quality and receive a permit
prior to construction.
'/ S <4._0-7
u a Notary Public in the
State of _j)11ah 0 C', ,n)O_ County of �ElAtI 1�
do hereby certify that DO -{-p C P-CLSC C) p personally appeared
before me this the l \ day of 9Q n} Q JnhP r 20(� 3, and acknowledge
the due execution of the foregoing instrument. Witness my hand and oft
jgj�j seal,
� N AQ
Signature J Q
\oTA,9 N ,
My Corn mission expires c, a =
-a z_
s AUBL\C' ate,
P ��c0�NTY' NOF��``�.

LOT AREA
BUA
% IMPERVIOUS
BUILT UPON AREA PER LOT
SQUARE FEET
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 8
LOT 9 LOT 10 LOT 11 LOT 12 LOT 13
LOT 27
14,500
14,500
14,500
14,500
14,500
14,500
14,500 14,500 14,500 14,500 14,500
14,500
LOT 14
LOT 15
LOT 16
LOT 17
LOT 18
LOT 19
LOT 20
LOT 21
LOT 22
LOT 23
LOT 24
LOT 25
LOT 26
39,500
27,500
27,500
27,500
27,500
27,500
27,500
27,500
27,500
49,000 1
27,500
1 27,500
27,500
NOT DRAINING TO STORMWATER MANAGEMENT STRUCTURES
LOT 1
LOT 7
LOT 28
62,313
29,024
67,550
18,500
8,500
1 20,000
29.7%
F,-'�WYf(
t�
z
1l

LEVEL SPREADER SYSTEM OPERATION AND MAINTENANCE AGREEMENT (1/2007)
A level spreader system includes: a forebay, diverter box, level spreader, riparian buffer/vegetated filter strip,
and flow bypass channel.
Name of Project:
Address:
EDENTON CHOWAN AIRPORT INDUSTRIAL PARK- PHASE II —A
PO BOX 1030 EDENTON, NC 27932
Maintenahce activities shall be performed as follows:
MAINTENANCE ACTIVITY
IFIRLOUENCY
Post -construction monitoring —inspect for vegetation,
Check after every heavy rainfall for first 6 —months
settling drbsion, or concentrated flow.,
following construction.
Inspect Diverter Box and clean and/or make repairs.
Office a month and after heavy rainfalls/storms.
Look for:
• Clogged inlet or outlet pipes.
• Trash/debris in the box.
Inspect Forebay + Level Spreader. Clean and/or
Once a month and after heavy rainfalls/storms-
make repairs. Look for:
• Sediment in forebay and along level spreader
lip;
• Trash and/or leaf buildup.
• Scour, undercutting of level spreader.
• Settlement of level spreader structure (no
longer level; you see silt downhill below level
spreader).
• Fallen trees on level spreader.
• #57 stone washing downhill.
Inspect the Riparian Buffer and the Bypass Swale
Once a month and after heavy rainfalls/storms.
and make repairs as needed'. Look for.
• Damaged turf reinforcement or riprap rolling
downhill.
• Erosion within the buffer or swale.
• Concentrated flows downhill of level
spreader —look for gullies or sediment flows.
Mow grass to a 6` height.
As needed during growing season.
Remove any weeds/shrubs growing on level spreader
Once a year.
or in Swale.
' NOTE: Contact NC Division of Water Quality, 401/Wetlands Unit at 919-733-1786 BEFORE any work
in Protected Riparian Buffers.
Page I oft

LEVEL
SPREADER NO.
LOCATION ON SITE (DESCRIBE)
HO%rJ'JVILL IT BE ACCESSED?
1
OUTFALL OF CONTRUCTED WETLANDS 1
10' BERM AROUND CONST. WETLAND
2
OUTFALL OF CONTRUCTED WETLANDS 2
10' BERM AROUND CONST. WETLAND
3
4
5
6
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name: PETER RASCOE
Title: LEGAL COUNCIL
Address: PO 1030 EDENTON
252-482-8
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
I, Sui�nfv 5-bl liocO S a Notary Public for the State of )nf`Wl ([( mlina
County of do hereby certify that RkanC0 e-
personally appeared before me this I (o day of a-lrohpF , a(Y1i , and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
" µ u n u'„t
STA<<�.yy'
�OTARy N4_
z-
:y� A'UBG e:
J' VP
"ec�,UNry t400\\
SEAL
My commission expires �1QuT 10� n�01
Page 2 of 2

Hobbs, Upchurch & Associates, P.A.
Consulting Engineers
FJ 2522 S. Croatan Highway • Suite 2A • P.O. Drawer 1929 • Nags Head, North Carolina 27959
November 7, 2007
Mr. Samir Dumpor, P.E.
Environmental Engineer
NCDENR — DWQ
943 Washington Square Mall
Washington, NC 27889
RE: Airport Industrial Park Phase II -A
Stormwater Review S W 7070920
Dear Mr. Dumpor:
In response to your request we have revised sheet G-4 to show the correct drainage areas. I
have included revised sheet G-4 and the cover pages for both supplemental extended
detention wetlands.
We appreciate your help in permitting this project. Please contact me if you have any
questions or require any additional information.
Sincerely,
HOBBS, UPCHURCH & ASSOCIATES, P.A.
jCamsOwen, PE.
Projc Manager
Nags Head, NC •Telephone [phone]°U Nh cJ'a'a(� �t�[e-mail]
sc n nmmCn'=ryCDyVn-D\VQo�hobbsupchurch.com
Southern Pines • Myrtle Beach • galeig • harlolte

North Carolina Secretary of State
http://www.secretary.state. nc. u s/corporations/Corp.aspx?P item Id=5067773
CORPORATIONS
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Corporations Home
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Printable Page
Date: 10/1 /2007
Click here to:
View Document Filings I
Corporation Names
Name Name Type
NC
EDENTON-CHOWAN Legal
DEVELOPMENT
CORPORATION
Non -Profit Corporation Information
SOSID:
0396406
Status:
Current -Active
Date Formed:
5/16/1996
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name: Copeland, Luther C
Registered Office 115 East King St
Address: Edenton NC 27937
Registered
PO Box 1030
Mailing Address:
Edenton NC 27937
Principal Office
115 East King St
Address:
Chowan County
Edenton NC 27937
Principal Mailing
PO Box 1030
Address:
Edenton NC 27937
For questions or comments about the Secretary of State's web site, please send e-mail to Webmaster.
1 of 1 10/1/2007 12:41 PM

,,, )t;V ;.i-,il ":t4 I
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9-25-207 3:08PM FROM CHOWAN COUNTY A8230G2 N.1
BOOK 2 31 ",,; 70
HE
Fi ad for
Record in the office of the
eegistorof Daeds,
Chowar County,N.Caro'wn
of.......
........... 1A., on the
....u_.........ec/"k..
and
Book
7-3.�.....
Pace.....:7D.'.�.-.'707
Pxcbe'Dx 0 00 I Recordiin�nlIg11.1. BaseandPass aa
Tax Lot N......................... ............................... Parcel Identifier No......1.D. �..r3. ..UIJ.a.�1.Z.._Z.1�.3Z..
Verified by ............. .. . Chavia n.... ......... ............... County on the fy.G.fFih.. day of ...................................May............ 19,9.7.....,
br:L....r.!.,...FOca.han............. ............... ............ .......... .................. ................................. ........ ...... ... .............. ............,................
Mail after recording to ... Culpepper ... and...Dixon,... Attorneys ................................ .... ........ ........... I......... I. ..... I ..... .—...
..................... ........... -P...._9.—Box...34.4..... Edt;F tOn.....N..C....2.7..9..2............................. ..... .......... ..... ............... .......
This instrument was prepared by .... Samuel..B....D.iron.................................................. ........... .... .... ..
Brief description for the Index 133.48 +/-
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this ..16th•. day of ................
GRANTOR
TOWN OF EDENTON, a Municipal
Corporation
P. 0. Box 300
Edenton, NC 27932
19-9.7...., by and between
GR.x.\''TEE
EDENTON—CHOWAN DEVELOPMENT
CORPORATION
P.O. Box 1030
Edenton, NC 27932
Hour in apnraPl.0 bWra (a, —h .arty: name, .dares.. and, it .'P•eprlxte, ebveeur of e.Uly. a, verPogtian o. ParinmbiP.
The designation Crunwr and Grsntee as used herein shall include said parties, their heire, aVCCe550•s, and assigns, and
shall include singular, plural, masculine, feminine or mute* as required by Gsntext.
WITNESS£TH, that the Granter, for it valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain. sell and convey unto the Grantee in fee .simple, all that
curtain lot or pared of land situated in the City of ................ NIA ........ . .............. . ....... ..... , F.O.ur.th_........ Township,
. .Chowan.... County. North Carolina sad more particularly described is followr,:
See attached Exhibit "A".
SEP 2 7 2007

9-25-207 3:06PM FROM CHOWAN COUNTY 4823062
P. 3
The property hereinabove deacribe llwas icgn{red by Grantor by Instrument recorded in
A map showing the above described property is recorded: in Plat)809K..-Cabinet- 1......„ im...Slide-3—B.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to
the Grantee In fee simple.
And the Grantor covenants with the Grantee• that Grantor is seized of the premises in fee simple, has the right to convey
the cams in fee simple, that title is marketable and free and clear of sit encumbrances, and that Grantor will warrant end
defend the title aguinat the lawful CIAIDIS of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property herelri described is subject to the following exceptional
Vt wITNRea wusukor. Ine Vrntw lu[ a....... ett he. Maa Na Inl. OI 1I eel Hlatt, Att tteaea Wt ..[Hearers, to Oe [ILnta an 14
erMu4 ter • ar 14 enter uNrrbta sllleen and 14 n4 la be M[rvµt ,fared Dr w4eeltY el I4 10.a a of Olntnrt. 0, e,r no Yev We,
TONNI�Gf._:�N1110N.e..a, Muni-ipal-.C9XBRrattion..............................................................(sewu .......... ... .._r__. _
/ Y
or o
y: N.................... 1..... :C
Roland H : fVaugha Mayor <.............................................................. (seAal
I:
i
Ave
r�l��if✓_[�)li {'/�_1'•DV-. S......................_W ....._....._........._._.............(uen
Anne -Ma... .. >< htonTown\.Clerk
.... (Cerpon48eeq y,
aG4aTAMV NORTn CAROUNA...................................County.
a, 1. a Notary halls of the County and e"to Jw.ntd, career an" ..........................................
9
f
a aen.naro .Prnnd bear. are tAlr a,r end see ne.Waste .A. e,e.Yu.. el tn. n•n•4s mnr.menl. pHn..1 arr
jsand one O(eltlal .tamp ...sal. IN......... aar el ......................................... I.......
Mr .—cal.".. [aPlrtY:........... .. ...................................................
NVYr1 rYell[
y
j,P NonTN CAaaf.tNn. ................. ltihawan-.-..-ceYntr.
)i -• 1.. Yeyry PYNIC .1 tar C..µr .. State Y•nub, eerury teat AnneTMarie.JLLighton-.._..
to!' 9 : L) .'. a I.......IY I—. sears an. In.. day and wene.4 dsm Ch., ...sae If ..Town.. C lerJL..... ssq'gMX el
\G s 2: ❑ a .TOWN..OF.EDENTQN,...a..Mun iGt.pa1..�:tbmsscpsrotbtt nH•e..H.n. arse last sr ,.ue.ur dYlr
pv0v m C..nn ane o tee act el me urp• .u.n• Me mfeeomr 4a`tr-.... C was nened In t4 µme by 14 _Mayyor-.--
- J _� ,'. MNM1a1( sealed .Iu I4 c.rPeta4 eeol and ,tepted bY-ilC-i.... .. H..TOLrn--Clsr-k-----. sxaota.
H�•-'-••••••••'•<)`v wit.... Inv here and rruHa mina et seal. m4 1. ha.r et .... Md.
Ownnt G..+' Yh . �..��........ K.. n.92....
my <wnar4Or. e.p1..: ,.9,12A/.34.__---
Ne1.rr recut
ti
In. ror.r.I., cw....L4(a w ... ..Eub.Lic.oE-.Cgwart..C.ougLy}--Stet---------
y ........----' ----------- -
........----------------.....af..Nnrih.Carnliuta............................................ . ----....
................................. .................................. ...---- '...........................................................
Ib. Keolalta 1. be wrnu. V.I. 4.pvw<m rna Me. Ielennp are e.1, rg44rIY of IN, uu rnd rinr ma a ur were and Pace ra..n as tee
Susan 5. Rountree ... "GIST R or seeps ron....... C.'howan COUNTY
sr ..... .... .._.___.1 (2 (y-/,.,.t-,1(-: - - - �.--..ep.rry All.mnf.eter Ntn eI Oeedl
Recorded & -Verified:
Attachment pages 706-707
No Stamps:
N C BM A.en.lpm NO) O I O)b. RI•p.a )a)) PMpO by Aprrbm.a wlnl Ip M.C. pY Apr. YOOIr Prr.rp Co.. b,e. P.O. Beat iR06). hotels. ba,''M

9-25-207 3:09PM FROM CHOWAN COUNTY AB23062 P.d
BBBK•23.1 PAGE 706
BXHIBIT "A"
All that certain tract or parcel of land lying and being in Fourth
Township, Chowan County, North Carolina and being more particularly
described as follows:
BEGINNING at a point on the Eastern margin or right of way of N.C.
State Road No. 1114, same being the Southwestern corner of land of
Albemarle Baptist Church; thence running from said point of
beginning along the Southern boundary line of the said Albemarle
Baptist Church lands North 76 deg. 35 min. S8 sec. East 200.00 feet
to a point, cornering; thence turning and running North 13 deg. 25
min. 02 Sec, West 95.83 feet to a point; thence running along a
curve having a Radius of 1247.65 feet and a Length of 499.75 feet,
a Chord distance of North 24 'deg. 51 min. 32 sec. West 496.42 feet
to a point, cornering; thence and running North 62 deg, 21 min. 58
sec. East 606.67 feet to a point; thence North 74 deg. 56 min. 58
sec. East 1570.00 feet to a point; thence South 81 deg. 18 min. 02
sec. East 189.29 feet to a point, cornering; thence turning and
running South 08 deg. 35 min. 07 sec. West 4499.89 feet to a point,
cornering; thence turning and running North 81 deg. 21 min. 02 sec.
West 870.47 feet to a point on the Eastern margin or right of way
of the aforesaid N.C. State Road No. 1114, cornering; thence
turning and running along and with the said right of way the
following courses and distances: along a curve having a Radius of
2913.60 feet and a Length of $93.31 feet, a Chord distance of North
00 deg. 08 min. 02 sec. West 889.81 feet to a point; thence North
08 deg. 52 min. 14 sec. West 677.00 feet to a point; thence along
a curve having a Radius of 5796.57 feet and a Length of 547.99
feet, a Chord distance of North 11 deg. 36 min. 38 sec. West 547.79
feet to a point; thence North 14 deg. 21 min, 02 sec. West 1057.77
feet to a point, the said point and place of beginning, containing
133.48 acres, more or less,
Same being a portion of that certain tract or parcel of land shown
and delineated on map or plat entitled "Town of Edenton Municipal
Airport Annex", dated January 8, 1985, made by Hassell Land
Surveyors, recorded in Plat Cabinet 1, at Slide 3-B, in the Office
of the Register of Deeds of Chowan County, North Carolina.
y S,ESS AND EXCEPT the following described tract or parcel of land:
r/tY All that certain tract or parcel of land lying and being in Fourth
Township, Chowan County, North Carolina and being Parcel No. Five,
0.56 acre, as shown and delineated on that certain map or plat
entitled ^A Survey and Plat for the Town of Edenton, Fourth
Township, Chowan County, North Carolina", dated May 6, 1997, made
by Josiah A. Webb, II1, R.L.S. No. L-2989, recorded in Plat Cabinet
1, at Slide 145D, Chowan County public Registry.
TOGETHER WITH a perpetual easement and right of way providing
ingress, egress and regress along the proposed and existing
roadways, not including the 50 foot private right of way, all as
shown and delineated on the aforesaid map or plat recorded in Plat
Cabinet 1 at slide 1450, Chowan County Public Registry.
SUBJECT TO the following reservations, restrictions and provisions,
to -wit:
(1) There is reserved to the Town of Edenton, its successors and
assigns, for the use and benefit of the Edenton Municipal Airport
and the public in general a right of flight for the passage of
aircraft in the airspace above the surface of the real property
described herein, together with the right to cause in said airspace
ouch noise as may be inherent in the operations of aircraft, now
known or hereafter used, for. navigation or flight in the said
airspace, for use of said air.spaee'for landing on, or taking off
from or operating on the Edentam Municipal Airport.
(2) The height of structures„ objects of natural growth and other
obstructions on the real property described herein is restricted so

9-25-207 3:10PM FROM CHOwAN COUNTY 4823062 P.5
eoo;( 231 nriF 767
that the same shall not be allowed to penetrate the runway
transitional surface of the Edenton Municipal Airport which is
defined as staring 250 feet from the runway centerline and
extending outward and upward at a right angle with the runway
centerline at a slope of 7 to 1.
(3) No use may be made of the real property described herein which
would interfere with the landing or takeoff of aircraft at the
Edenton Municipal Airport or interfere with air navigation and or
communication facilities serving the Edenton Municipal Airport, or
otherwise constitute an airport hazard,

CHOWAN COUNTY, NORTH CAROL/
scALE: r. zoo*
o roo zoo �o0 600
THIS SURVEY IS AN EXCEPTION TO THE CHOWAN COLWTY SW01VWWi
ORDINANCE
cAT/A-seA aZM-4� M-

9-25-207 3:10PM FROM
CHOWAN CUUNIY d8230bY
Red pr�"r_rry- BK 0272 PG 0675
CHOWAN ~
tr. ia: 7'a� -
vi
I
_
RT
C NERAL WARRANTY DEED
THIS DEED is made this day of �' 2001. by and between the
TOWN OF EOENTON,'a municipal corporation the Grantor and the EDENTON CHOWAN
DEVELOPMENT CORPORATION, a North Carolina non-profit corporation (the "Grantee").
J
WITNESSETH:
For and in consideration of $1.00 cash in hand paid and other good and valuable
L consideration, the receipt and sufficiency of which are hereby acknowledged, Grantor has and
0
by these presents does grant, bargain, sell and convey unto Grantee all that certain lot or parcel
a of land situated in Chowan County, North Carolina, more particularly described on Exhibit A,
-- attached hereto and made a part hereof.
The aforesaid lot or parcel of land was acquired by Grantor by instruments recorded in
Book 16, Page 70, and Book 16, page 509 of the Chowan'County Registry.
yr
v
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
d appurtenances thereto belonging to the Grantee in fee simple.
J
N
rx Grantor covenants with Grantee that Grantor is seized of said land in fee simple, that
Grantor has the right to convey the same in fee simple, that We is marketable and free and
clear of all liens and encumbrances, except for 2001 ad valorem taxes and those easements,
o restrictions and rights of way of record, including but not limited to, those restrictions reserved in
w and referenced by the Deed of Release recorded at Book o772 . page4E , Chowan
nCounty Registry, and Grantor will warrant and defend the title against the lawful claims of all
persons whomsoever.
a
The designation "Grantor, and "Grantee" as used herein shall include said named
__ artles and their respective heirs, successors and assigns, and shall include the singular, plural,
aseuline, feminine or neuter as required by context
O IN WITNESS WHEREOF, the undersigned have executed this instrument under seal as
c!. :moo the day and year first above written.
TOWN OF EDENTON
BY: ��r/ie,.rrV��^,.._ (SEAL)
Roland M. Vaughan, V., Mayor ,
�S Cn j
C7 u
is CS ATT ST:
Town Clerk
_Z
Iddaid,
W. r

9-25-207 3:11PM FROM CHOW4N COUNTY 4823062
BK027MO636
STATE OF NORTH CAROLINA'
COUNTY OF CHOWAN
I T� ;rt, .fie e,N\..� Notary Public for the County and State aforesaid,
certify that Anne -Marie Knighton ' I own'Clerk.personally came•before'me this day and
acknowledged that she is the Town Clerk of the Town of Edenton, wNorth Carolina
municipal corporation; and by authority duly given and as an act of the Town, the
foregoing instrument was signed in Its'name by the Mayoi; sealed with its corporate
Seal and attested by her as its Town Clerk.
Witness my hand and notarial seal this, this the a 3 day of April, 2001.
r �—% I�. -*) e l Notary Public'
My commission expires:
NORTH'CAROLINA - CHOWAN COUNTY
THE FOREGOING CERTIFICATE OF TAMIY B. WOODLEY, NOTARY PUBLIC OF CHOWAN
COUNTY, STATE OF NORTH CAROLINA IS CERTIFIED TO BE CORRECT.
THIS INSTRUMENT WAS PRESENTED FOR REGISTRATION THIS 24TH DAY OF APRIL.
2001 AT 9*06 O'CLOCK AM.
SUSAN S. ROUNTREE - REGISTER OF DEEDS
DYE -6
twb
RECORDED & VERIFIED:
SEE ATTACHMENT PACE #677
NO STAMPS
W

9-25-207 3:11PM FRUM GHUWAN CUUNIV 4tl230b2 r.a
8K02.72PG0671
EXHIBIT A
All that parcel of land located in Fourth Township, Cbowan County, North Carolina,
being more particularly described as BEGINNING at a Point being a set von pin at the
current edge of the easternn 100 ft. right of way of N.C.S.R. 1114 ("Soutdside Road' j said
Beginning Point being located South 03 degrees 00 minutes 30 seconds Cast 249.38 feet
from a PK nail being at the ctm=A Intersection of the centerlines of N.C.S.R- 1114 and
N.C.S.R. 1120; running thence from said Beginning Point in a northerly direction along
the current eastern right of way of N.C.S.R. 1114 forth 08 degrees 33 minutes 28
seconds East 1028.84 feet to a point being an existing iron pin; thence along the southern
boundary of lands owned by the Edenton-Chowan Development Corporation South 81
degrees 21 minutes 02 seconds East 871.73 feet to a point being a set iron pin; thence
South 08 degrees 35 minutes 07 seconds West 385.61 feet to a set von pin; thence South
62 degrees 11 minutes 18 seconds West 1082.38 feet to the Beginning Point, and
containing 14.15 acres calculated by coordinate method as shown on a survey trap dated
December 13, 2000 prepared for the Town of Edentonby Josiah A. Webb,111, RLS 4 L-
2989 and recorded in Plat Cabinet / , Slide LQL of the Chowan County Public
Registry. This described parcel being a portion of the lands conveyed with use
restrictions to the Town of Edenton by the United Sates of America in Quitclaim Deeds
recorded in Deed Book 16, page 78, and Deed Book 16, page 509 of the Chowan County
Public Registry. And said described parcel being subject to that perpetual easement of
record granted to Carolina Telephone Company by the Town of Edenton as described in
Right -of -Way Book 4, page 219, and Right -of -Way Book 4, page 252 of the Chowan
County Public Registry as described on the survey map described herein.
Filed for Record in the office of the
'Registe of dreds, Chcnvnn Ccnmry, N. Carolina
at_�.�D�O_M.,or. the
day cf.
and F-i.;;Q1:Lr,_L• i.. ^rule
No
Sus.:n'.Rc-nee.- eE,ids
$y
Wcpary

® HOBBS, UPCHVRCH & ASSOCIATES
CONSULTING ENGINEERS
P.O. DRAWER 1929
NO 2522 S. CROATAN HIGHWAY, SUITE 2A
NAGS HEAD, NORTH CAROLINA 27959
PHONE: [phone]
PAX: I-[phone]
To: Samir Dumpor, P.E.
Environmental Engineer
NCDENR-DWQ
943 Washington Square Mall
Washington, NC 27989
The Following Item(s) :
LETTER OF TRANSMITTAI,
Date: 11/7/07
Alto. Samir Dumper, P.L.
Rcf: CI lmol
Storrnwater Review S W 7070920
OVERNITE
We are sending you
� Attached ���
o Under separate cover VIA zj gFD
NOV 0 9 2007
DWQ-ftil®
o Shop Drawings BEng. Cert. Specifications Supplements
Letters o Check Plans Final Report
copies
Date
Project No
Description
1
11/72007
CHW601
Response Cover Leiter
1
11/72007
CIIW601
Original Stormwater Mgmt Permit App.
Lxtended Detention Wetland Supplement
kl
2
11/7/2007
CIi W601
Copies Stormwaler M gmt Permit App.
Extended Detention Wetland Supplement
41
1
11/72007
CHW601
Original Slormwater M mt Permit App.
Extended Detention Wetland Supplement
N2
2
11/7/2007
CIi W601
Copies Stormwater M mt Permit App.
Extended Detention Welland Supplement
92
2
11/72007
CHW601
Pull Size Revised Plan Sheet G4
These are Transmitted as Checked Below :
For Approval
Approved as Submitted Resubmit for Approval
For Your Use
� Approved as Noted Submit for Distribution
® As Requested
Returned lox CorrectimiF::-� Return Corrected Prints
For Review and Comment
0 Prints Returned After Loan to Us
Remarks:
Copy To: Signed James Bowen, P.E.

NJHobbs, Upchurch & Associates, P.A.
Consulting Engineers
2522 S. Croatan Highway • Suite 2A - P.O. Drawer 1929 • Nags Head, North Carolina 27959
November 7, 2007
Mr. Samir Dumper, P.E.
Environmental Engineer
NCDENR— DWQ
943 Washington Square Mall
Washington, NC 27889
RE: Airport Industrial Park Phase II -A
Stormwater Review SW7070920
Dear Mr. Dumper:
In response to your request we have revised sheet G-4 to show the correct drainage areas. I
have included revised sheet G-4 and the cover pages for both supplemental extended
detention wetlands.
We appreciate your help in permitting this project. Please contact me if you have any
questions or require any additional information.
Sincerely,
HOBBS, UPCHURCH & ASSOCIATES, P.A.
Y
ames Lowen, P.E.
Projec Manager
Nags Head, NC - Telephone [phone]� P�omme Tt C1, _([e-mail]
spu s- o gy4t "P _�([e-mail]
Pines • Myrtle Beach • Raleigh • her one

NJHobbs, Upchurch & Associates, P.A.
Consulting Engineers
2522 S. Croatan Highway • Suite 2A • P.O. Drawer 1929 • Nags Head, North Carolina 27959
November 1, 2007
Mr. Samir Dumpor, P.E.
Environmental Engineer
NCDENR — DWQ
943 Washington Square Mall
Washington, NC 27889
RE: Airport Industrial Park Phase 11-A
Stormwater Review SW7070920
Dear Mr. Dumpor:
RE CePIEVIVED
NOV — 2 2007
DWQ-WAR®
In response to your letter, dated October 22, 2007 I have prepared the following answers
along with a set of revised drawings as requested in the letter. The responses are as follows:
COMMENT #1: Provide the calculations (supplement forms - located at
hitp://h2o.enr.state.tic.tis/sti/bmp fonns.htm ) for level spreaders.
Please use new BMP Manual for design guidance for level spreaders.
The minimum length for level spreaders is 13'. Please revise.
RESPONSE #I: The level spreader has been redesigned per the ne BMP manual.
Calculations are attached.
COMMENT #2 Please be advised that the SA/DA ratio is used to determine the
required surface. area of Permanent Pool. Revise the Extended
Detention Wetland Supplements to show Permanent Pool Surface
area as Provided Permanent Pool Surface area.
RESPONSE #2: The SA/DA ratio has per revised per table 10-2 in the new BMP
manual. The assumed percent impervious for each lot has been
revised so that the permanent pool surface area meets the
requirement. A revised BUA spreadsheet has been included.
COMMENT #3: Revise the Extended Detention Wetlands calculations to reflect above
comment.
RESPONSE #3: The revised calculations are attached.
1 1'- Piac
Nags Head, NC •Telephone [phone]a nol Ai�ni en . C1� j�foC�hobbsupchurch.com
Southern Pines • Myrtle Beach • Raleigh • Charlotte

COMMENT #4: The submitted calculations show increase in size of Extended
Detention Wetlands, however the plans have not been changed to
show increase in size of Extended Detention Wetlands. Revise all
plan sheets that show Extended Detention Wetlands and all other
sheets or documents that might be affected by this change.
RESPONSE #4: The extended detention wetland grading has changed slightly and
the revised plans are included in this submittal.
COMMENT #5: Please provide the 25% additional information fee associated with the
Express Stormwater Review Program of $1,000.00 by check made
payable to "NCDENR".
RESPONSE #5: Additional fee is enclosed.
COMMENT #6: Please provide two copies of signed and sealed revised sheets and
calculations.
RESPONSE #6: Two copies of the revised calculations and plans are attached.
We appreciate your help in permitting this project. Please contact me if you have any
questions or require any additional information.
Sincerely,
HOBBS, UPCHU CH & ASSOCIATES, P.A.
mes B wen,
Project Manager
Airport Industrial Park Phase II -A
Re>ponse to Comments — NCDI?N R-I)WQ
2

HOBBS, UPCHURCH & ASSOCIATES
CONSULTING ENGINEERS
P.O. DRAWER 1929
2522 S. CROATAN HIGHWAY, SUITE 2A
NAGS I-IEAD, NORTI I CAROLINA 27959
PHONE: [phone]
17AX: 1-[phone]
To: Samir Dumpor, P.H.
Environmental Engineer
NCDENR-DWQ
943 Washington Square Mall
Washington, NC 27889
LETTER OF TRANSMITTAL
Date: H/1/07
Atlas. Samir Dum or, P.B.
Ref.: CIIW601
Stormwatcr. Review S W 7070920
OVERNITB
We are sending you:
® Attached
o Under separate cover VIA
r (Ir;Lu\r
NOV 0 5 Z007
DWU— V VL-l1ll U0
The Following Ilem(s) :
o- Shop Drawings DEng. Cert. Specifications Design Calculations
Letters � Check Plans Final Report
Dale
Project No
Description
II/l2007
CHW601
Res onse Letter
11/12007
CIIW601
Ori inal Revised Calculations and two 2 co ies of each
11/12007
CIIW601
Revised Full Size Plans G-5 thr t G-9 G-1I, G-12 and G-16
R
II/l2007
CIIW601
Check for$ 1,000.00 to NCDENR-DW11/12007
CIIW601
Stonnwater Mans ement Permit A lication-Extended Detention Wetland Permit 41
II/l2007
CHW601
Co ies of Sam va M t Permit A -Extended Detention Welland Permit N 1H/l2007
CIIW601.
Slormwater Management Permit Application -Extended Detention Wetland Permit 42
2
H/1/20071
CH W601
ICopies of Strmwtr M gmt Permit A -Extended Detention Wetland Permit k2
These are Transmitted as Checked Below:
For Approval 0 Approved as Submitled� Resubmit for Approval
For Your Use Approved as Noted Submit for Distribution
As Requested Returned for Correction. Return Corrected Prints
For Review and Comment
� Prints Returned After Loan to Us
Remarks:
Copy To: Signed James Bowen, P.E.

NJHobbs, Upchurch & Associates, P.A.
Consulting Engineers
2522 S. Croatan Highway • Suite 2A • P.O. Drawer 1929 • Nags Head, North Carolina 27959
October 16, 2007
Mr. Samir Dumper, P.E.
Environmental Engineer
NCDENR—DWQ
943 Washington Square Mall
Washington, NC 27889
RE: Airport Industrial Park Phase I1-A
Stormwater Review SW7070920
Dear Mr. Dumper:
RECLrm?�d>`,D
OCT 17 2007
D-K-WAR0
In response to your letter, dated October 5, 2007 I have prepared the following answers
along with a set of revised drawings as requested in the letter. The responses are as follows:
COMMENT #1: t/ The signature of the agent (in this case the Legal Council) shall be
accepted on the Application and other documents only if accompanied
by a letter of authorization from the President or Vice -President of the
Corporation.
RESPONSE #1: V Please see the attached letter from Roland H. Vaughan, Jr,
Chairman, Board of Directors, Edenton-Chowan Development
Corporation, Inc stating that Peter Rascoe, Legal Council has
authority to execute the application.
COMMENT #2 V Provide USACOE sign -off for the wetlands delineation on site.
RESPONSE #2: J The wetland delineation has been field certified by the USACOE.
The plat has been submitting to the USACOE and we are
awaiting the official signoff.
COMMENT #3:v// For the purpose of operation and maintenance access, all stormwater
management structures shall be located within recorded drainage
easement or dedicated common area. Please provide one.
RESPONSE #3: V The are4jwhere the stormwater management structures are
located are within a common area that is mostly comprised of
Nags Head, NC • Telephone[phone] • Fax[phone] • e-mail: [e-mail]
Southern Pines - Myrtle Beach • Raleigh • Charlotte

wetlands and are not to be sold for development. Note that the
areas where the stormwater management structures are located
are not designated by lot numbers.
COMMENT #4: V/ The supplement checklist has to be hand initialed.
RESPONSE #4: J/ The supplement checklist has been resubmitted with and is
initialed.
COMMENT #5: OProvide the proposed impervious area for Lot #7. As proposed, Lot
#7 is not included in Deed restrictions nor in stormwater calculations,
however, is this lot part of this development. Please revise the deed
restrictions document and calculations.
RESPONSE #5: ✓Lot #7 is not draining to the stormwater management structure.
The BUA spreadsheet has been revised to show that this lot will
have less than 30% impervious.
COMMENT #6: As proposed. Lots 1 & 28 are located on separate drainage area. We
can approve these two lots as part of this Development only if you
assign them a maximum of 30% impervious .area each or if you
exclude them from the Project.
RESPONSE #6: V Lot #1 and 28 are not draining to the stormwater management
structure. The BUA spreadsheet has been revised to show that
this lot will have less than 30% impervious.
COMMENT #7:1/ As per NCDENR Stormwater BMP Manual the Stormwater BMP's
shall be designed to treat a volume that is at least as large as the volume
calculated using the Simple Method. If the SCS Method yields a greater
volume, then it can also be used. Provide calculations per Simple
Method (as shown in BMP Manual for Wet Detention basins).
RESPONSE #7: V The simple method has been used on the attached spreadsheets
for both wetlands.
COMMENT #8: /The SA/DA calculations show that the required surface area for the
Wetland #1 is 51,074 sf., and that the required volume is 40,008 cf. As
proposed the Wetland #1 provided surface area is 15,423 sf. and
provided volume is 21,547 cf. Resize the pond to meet the required
calculations.
Airport Industrial Park Phase II -A
Response to Comments—NCDGNR-DWQ
2

RESPONSE #8: V
COMMENT #9:
RESPONSE #9: �
These calculations have been revised and are included with this
submittal.
The SA/DA calculations show that the required surface area for the
Wetland #2 is 49,355 sf., and that the required volume is 40,958 cf. As
proposed, the Wetland #2 provided surface area is 31,194 sf. and
provided volume is 37,548 cf Resize the pond to meet the required
calculations.
These calculations have been revised and are included with this
submittal.
COMMENT #10: As per the Division of Water Quality's Anti -Degradation policy, level
spreader is required at all discharges to wetlands. Since the big portion
of the site drains into Extended Detention Wetlands and then through
the outlet structure to existing wetlands, the Level Spreader will be
required along the edge of existing wetlands. Provide calculations and
signed and notarized Operation and Maintenance Agreement for said
/level spreader.
RESPONSE #10: V The O&M agreement is attached and the plans have been
modified on sheet G-7 to show the level spreader. A detail of the
level spreader is shown on sheet G-16.
COMMENT #11: Please be advised to dispose to the shooting range impact berm material
properly. This material should not be used as fill material because of
the high heavy metal content.
RESPONSE #114/A note has been added to sheet G-2.
COMMENT #12: Please provide the 25% additional information fee associated with the
Express Stormwater Review Program of $1,000.00 by check made
payable to "NCDENR".
RESPONSE #12 ✓The requested fee is included.
Airport Industrial Park Phase II -A
Response to Comments — NCDBNR-DWQ
3

We appreciate your help in permitting this project. Please contact me if you have any
questions or require any additional information.
Sincerely,
HO S, UPCHURCH &ASSOCIATES, P.A.
ames wen,
Project Manager
Airport Industrial Park Phase II -A
Response to Comments — NCDENR-DWQ
4

PiHobbs, Upchurch & Associates, P.A.
Consulting Engineers
2522 S. Croatan Highway • Suite 2A • P.O. Drawer 1929 • Nags Head, North Carolina 27959
October 29. 2007
Samir Dumpor
NCDGNR - WRO
943 Waslrington Square Mall
Washington, NC 27889
RE: Edenton-Chowan Airport Industrial Park Phase 11-A
Stormwater Management Submittal
FIUA # CHW601 — permits
DWQ Stormwater Review SW7070920
Dear Mr. Dumpor:
OCT 31 Z001
VLF\.�—�j!,;✓',t:%�<
We are requesting an extension for the submittal of additional information per your letter
dated October 22, 2007. The requested information will be submitted no later than
November 2, 2007. This request is due to changes to the plans that were not expected.
Thank you for your help in permitting this project.
Sincerely,
F101313S, UPCHURCH & ASSOCIAITS, P.A.
Ja es 13owcn, P.E.
Project Manager
Nags Head, NC • Telephone [phone] • Fax [phone] • e-mail: [e-mail]
Southern Pines • Myrtle Beach • Raleigh • Charlotte

I demon-Chowan Development Corporation, lnc.
PO Box 1030
Edenton, NC 27932 R�r ��f�o.
[phone]
OCT 11 1-ty-1
October 9, 2007 DWQ_VVAR®
Samir Dumpor, PE
NC Division of Water Quality
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Re: Stormwater Review SII'7070920
Liieluon-C7unrun Ailporl Industrial Park, Phase ii-A
C17011'all G011171V
Dear Mr. Dumpor.
This is to confirm that Peter Rascoe, legal Counsel for the Board of Directors of the
Edenton-Chowan Development Corporation, Inc., has authority to execute the application and
other documents pertaining to the Coastal Stormwater permit application submitted to your
office for the above referenced proposed development.
Sincerely,
Roland H. Vaughan, Jr.
Chairman, Board of Directors

Edenton-Chowan Development Corporation, Inc.
PO Box 1030
Edenton, NC 27932
[phone]
October 9, 2007
Samir Dumpor, PE
NC Division of Water Quality
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Re: Stormwater Review SW7070920
Edenton-Chowan Airport Industrial Park, Phase ii-A
Chowan County
Dear Mr. Dumpor:
fir; tip!+;�I
OCT 1 '1 2007
This is to confirm that Peter Rascoe, Legal Counsel for the Board of Directors of the
Edenton-Chowan Development Corporation, Inc., has authority to execute the application and
other documents pertaining to the Coastal Stormwater permit application submitted to your
office for the above referenced proposed development.
Sincerely,
Roland H. Vaughan, Jr.
Chairman, Board of Directors
,

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TFR
Michael F. Easley, Governor
.ram 'i
Y
October 22, 2007
Edenton Chowan Development Corporation
Attn.: Peter Rascoe, Legal Council
P.O. Box 1030
Edenton, NC 27932
Dear Mr. Rascoe:
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
Subject: Stormwater Review SW7070920
Edenton-Chowan Airport Industrial Park, Phase II -A
Chowan County
This office received a Coastal Stormwater permit application and plans for the subject project on
September 27, 2007. A preliminary review of the project indicates that before a State Stormwater permit can be
issued the following additional information is needed.
Provide the calculations (supplement forms - located at http://h2o.enr.state.ne.us/su/bmp forms.htm ) for
level spreaders. Please use new BMP Manual for design guidance for level spreaders. The minimum length
for level spreaders is 13'. Please revise;
2. Please be advised that the SA/DA ratio is used to determine the required surface area of Permanent Pool.
Revise the Extended Detention Wetland Supplements to show Permanent Pool Surface area as Provided
Permanent Pool Surface area;
3. Revise the Extended Detention Wetlands calculations to reflect above comment;
4. The submitted calculations show increase in size of Extended Detention Wetlands, however the plans have
not been changed to show increase in size of Extended Detention Wetlands. Revise all plan sheet that show
Extended Detention Wetlands and all other sheets or documents that might be affected by this change;
5. Please provide the 25% additional information fee associated with the Express Stormwater Review
Program of $1,000.00 by check made payable to "NC DENR".
6. Please provide two copies of signed and sealed revised sheets and calculations.
The above requested information must be received in this office prior to October 29, 2007 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 21-1.1000 and North Carolina
General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
ow
rCarolina
ura/!y
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: h2o.enr.state.nc.us 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
An Equal Opportunity/ANnnative Action Employer- 50%RecycledAO% Post Consumer Paper

Please reference the Stormwater Project Number above on all correspondence. If you have questions, please
feel free to contact me at [phone].
Sincerely,
�
Samir Dumpor, PE
Environmental Engineer
Washington Regional Office
cc: James Bowen, PE, Hobbs, Upchurch & Associates, P.A. (2522 S. Croatan Hwy, Suite 2A, P.O. Drawer 1929,
Nags Head, NC 27959)
Washington Regional Office ;

Hobbs, Upchurch & Associates, P.A.
Consulting Engineers
NJ 2522 S. Croatan Highway • Suite 2A - P.O. Drawer 1929 • Nags Head, North Carolina 27959
October 12, 2007
Same Dumpor
NCDENR-WRO
943 Washington Square Mall
Washington, NC 27889
RE: Edenton-Chowan Airport Industrial Park Phase 11-A
Stormwater Management Submittal
HUA # CMV601 — permits
DWQ Stonmvater Review SW7070920
Dear Mr. Dumpor:
We are requesting an extension for the submittal of additional information per you letter
dated October 5, 2007. The requested information will be submitted no later than October
17, 2007.
Thank you for your help in permitting rhis project.
Sincerely,
& ASSOCIATES, P.A.
Nags Head, NC • Telephone [phone] • Fax [phone] • e-mail: info@ hobbsupchurch.com
Southern Pines • Myrtle Beach • Raleigh • Charlotte

Re: Edenton Chowan Airport Industrial Park Phase II -A
Subject: Re: Edenton Chowan Airport Industrial Park Phase II -A
From: Samir Dumpor <[e-mail]>
Date: Fri, 12 Oct 2007 16:39:39 -0400
To: James Bowen <[e-mail]>
James,
By this e-mail we are granting you an extension for the the submittal of Additional
information for Edenton-Chowan Airport Industrial Park, Phase II -A project. New due
date is October 17, 2007.
Samir Dumpor
James Bowen wrote:
Samir,
Please see the attached letter.
<<SamirDumpor-101207.pdf>>
Thanks. Have a good weekend.
James Bowen, P.E.
Hobbs, Upchurch, and Associates, P.A.
2522 S Croatan Hwy, Suite 2A
PO Box 1929
Nags Head, NC 27959
V: 252 441 3913
C: 252 216 7514
F: 252 441 2100
[e-mail] <mailto:[e-mail]>
www.hobbsupchurch.com <http://www.hobbsupchurch.com>
I of 1 10/12/2007 4:39 PM

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
Division of Water Quality - Stormwater Permitting Unit
COASTAL STORMWATER APPLICATION CHECKLIST
The following items are considered when reviewing an application in accordance with T15A:02H.1000,
Stormwater management. This checklist is intended to (1) assist the reviewers in maintaining •consistency
during the review process and (2) facilitate communication between the reviewer and applicant. It is not
intended to replace information (including other lists) which may be part of the application form,
supplements, BMP manual or the regulations. Nor is it intended to bypass best professionalJudgement with
respect to the sufficiency of the information submitted.
This double sided page lists those items impacting "Application Completeness". "Project Types and
Supplements' follows the checklist and provides an overview of low density, general, and high density
projects and the associated supplement forms. The latest versions of all referenced forms and documents
may be obtained on-line at http://h2o.enr.state:nc.us/su/Forms Documents.htm.
APPLICATION COMPLETENESS
1) Stormwater Permit Application Form SWU-101
a. _ original and one copy are provided. The copy will be returned to the applicant with the
pe it. ;
b. V1All items of the application are completed
C. ✓ tamed applicant is an owner or corporation
?_-.d V For corporations, registration with the Secretary of State is verifiable on the online
base.
fl]
ning official is the owner, a corporate President or Vice President, or an LLC
ember/manager. Documentation is required verifying LLC member status. If the permittee
wishes to delegate signature authority, a signed letter from the applicant must be provided
and it must include the name, title, mailing address and phone number of the authorized
7Receiving
erf. stream classification is correct.
g. _ubmittal requirements are initialed by hand.
h. 1/ Original signature is provided under applicant certification.
2) Plans
a. V Two copies are provided. The copy will be returned to the applicant with the permit.
b. VPlan is based on a topographical survey.
C. �Z Development / project name is consistent with the application form.
d. Engineer name, firm and seal are located on each page of the plans. For low density
pr91ects not requiring engineered stormwater controls, the plans need not be sealed.
e. V Legend is provided including north arrow, scale, and plan details.
f. Location map is shown with named streets or NCSR numbers and distance to nearest
to n or city.
g. Date is listed.
h. evision number & date are listed, if applicable.
i. Property and project boundaries are included.
j. ✓Wetlands are delineated, or a note on the plans states that none exist.
k. E�"Other geologic features are included: rock outcrops, streams, lakes, ponds, etc.
I. N k Mean high water line is identified, if applicable.
m. 1L,,Lirainage areas are delineated, including all off -site contributions.
n. Existing contours, proposed contours, spot elevations, and finished floor elevations are
cle rly shown.
o. V uilt-upon areas, existing and planned and including buildings, roads, etc. are shown.
P. Vots and or building numbers are labeled.

�L
q. _ Stormwater conveyance and management systems are shown. These include level
spreaders, side swales, wet detention ponds, infiltration trenches and basins, etc.
r. ON For wet ponds, average depth is consistent with maximum depth.
2 s. Ky�Vlonitoring wells or benchmarks are located.
t. Drainage easements and pipe sizes are identified.
U. Qkvegetated buffers (where required) are labeled.
2 v. W
bVegetated filters (where required) are identified.
W. Level spreaders (where required) are identified.
X. aDimensioned typical unit footprint for multi -unit developments are given.
y. Details of roads, parking, cul-de-sacs, sidewalks, and collection systems are shown.
Z. _ Details of stormwater control measures are included.
aa. K'Vegetative stabilization plan is included.
3) Supplement Form(s) — these are general supplement requirements; see the following page for
further information on specific project types.
a. IL One original and one copy are provided. The copy will be returned to the applicant with the
perrnit.
b. ✓✓ Correct supplements are provided for each drainage area.
✓AII items on the supplement(s) are completed.
d. roject information is consistent with the application and plans.
e. _ Operation and Maintenance agreement for engineered stormwater systems including curb
4) �outlet systems is signed and notarized.
e - $420 made payable to NCDENR is enclosed.
5) VNarrative - the existing and proposed site characteristics, use, drainage, and stormwater
management plans are clearly described.
6) Calculations
? a. _ Supporting calculations are provided for the numerical data submitted in the application
an supplements.
b. V For engineered stormwater controls, supporting calculations are signed and sealed.
7) Soils Report `
a. For projects with engineered stormwater controls, a soils report is provided.
b. 7 n-site soil borings at the location of the proposed treatment system are included.
C. V A soil profile and characteristics including the depth to the seasonal high water table
(S WT) is given.
d. Findings are related to the NRCS County Soils map, an 81/2 x 11 inch copy of the county
soils map with the project location shown is provided.
8) Vegetation Plan \
a. Temporary and permanent grass seeding specifications are provided.
b. For projects with engineered stormwater controls, the plan includes additional, species,
locations, spacing, soil preparation, fertilizer requirements, procedures and a schedule for
installation. The plan was prepared by a qualified individual.
9) y/2eed Restrictions - Deed restrictions are provided for subdivisions and projects with outparcels.
These are necessary to ensure ongoing compliance. Examples of appropriate forms for each type
of project are available upon request (reference document names and locations).
J:\WPDATA\WQS\State SW-TMA\SW Application Review Checklist revised (Updated 6/18/07)

PROJECT TYPES AND SUPPLEMENTS
A. Low Density: Supplement SWU-104 or SWU-105
Applicability:
• Low density projects may not result in built -upon surfaces in excess of 25% or 30%, depending on
the classification of the receiving stream. For calculating density with wetlands, see guidance
memo (reference document and location).
• In low density projects, stormwater is conveyed primarily via sheet flow and swales with limited
piping for under road conveyance. Curb outlet systems may also be used in a low density project.
• No area of the project may be configured such that it constitutes a pocket of high density. In other
words, if development is concentrated such that the undeveloped land does not significantly impact
treatment of the stormwater runoff from the developed or impervious surfaces, the low density
option may not be applied to the overall project.
• Low density projects must maintain a 30 foot wide vegetative buffer. That is, any impervious
surfaces must be at least 30 feet from surface waters, measured horizontally from the structure to
the mean high water line of the surface water.
• All swales and related vegetated slopes must be 3:1 (horizontal to vertical) or flatter.
• Regulatory References: NCAC Title 15A, 02H.1005, 02H.1008(g).
SWU-104 is required for low density projects for which lot subdivision and selling is intended. All
sections of the supplement should be completed including the built -upon area per lot calculation.
Deed restrictions are required.
SWU-105 is required for low density projects in which curb and gutters are incorporated. All sections
should be completed including swale design, Table 1. Supporting calculations should also be
supplied. The maintenance agreement contained within the supplement must be signed and
notarized.
B. General Permit: SWG01, SWG02, SWG03, SWG04
Applicability:
• General permits may be issued for certain groups of similar activities, including
(1) construction of single family residences (SWG01),
(2) bulkheads and boat ramps (SWG02),
(3) clearing and grading (SWG03), and
(4) linear utility projects (SWG04).
• For these types of projects, a Notice of Intent should be submitted. Upon review and approval,
Certificate of Coverage will be issued covering the applicant under a general permit.
• Regulatory Reference: NCAC Title 15A, 02H.1013.
C. High Density: SWU-102, SWU-103, SWU-106, SWU-107, SWU-108, SWU-109
General Considerations:
n • All runoff from the built -upon area shall be collected by swales, piping, or other means and directed
to an engineered stormwater control device or system. Runoff shall also be collected from
contributing off -site areas.
• Wet ponds and infiltration basins and trenches are commonly utilized engineered stormwater
control devices. Other options include bioretention areas, extended dry detention basins,
stormwater wetlands, off -site systems, and innovative and alternative systems.
Ll

1/ All systems shall be designed to meet minimum criteria, as listed in the regulations, the supplement
and in accordance with the current version of the Water Quality Section Stormwater Best
Management Practices (BMP). The current BMP manual may be viewed through a link at
/ http://h2o.enr.state:nc.us/su/Forms Documents Main.htm
�/ • All swales and related vegetated slopes shall be 3:1 (horizontal to vertical) or less steep.
• Operation and Maintenance plans are required for each engineered stormwater management
system. Plans are included in the respective supplements and they must be signed and notarized.
'L For the purposes of operation and maintenance access, all stormwater management structures
/ shall be located within recorded drainage easements.
V • Plans for engineered stormwater control systems shall be prepared and sealed by a professional
/ engineer.
V/• Supporting calculations must also be signed, dated and sealed.
% One supplement shall be submitted for each drainage area.
t/ • Regulatory Reference: NCAC Title 15A, 02H.1008.

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�pF W ATF90 Michael F. Easley, Governor
0 G William G. Ross Jr., Secretary
rNorth Carolina Department of Environment and Natural Resources
p Y Coleen H. Sullins, Director
Division of Water Quality ,
October 5, 2007
Edenton Cho awn Development Corporation
Attn.: PeterRascoe, Legal Council
P.O. Box 1030
Edenton, NC 27932
Subject: Stormwater Review SW7070920
Edenton-Chowan Airport Industrial Park, Phase II -A
Chowan County
Dear Mr. Rascoe:
This office received a Coastal Stormwater permit application and plans for the subject project on
September 27, 2007. A preliminary review of the project indicates that before a State Stormwater permit can be
issued the following additional information is needed.
1. The signature of the agent (in this case the Legal Council) shall be accepted on the Application and other
documents only if accompanied by a letter of authorization from the President or Vice -President of the
/ Corporation;
V 2. Provide USACOE sign -off for the wetlands delineation on site;
V/3. For the purpose of operation and maintenance access, all stormwater management structures shall be
located within recorded drainage easement or dedicated common area. Please provide one;
4. The supplement checklist has to be hand initialed;
5. Provide the proposed impervious area for Lot #7. As proposed, Lot 47 is not included in Deed restrictions
nor in stormwater calculations, however this lot is part of this development. Please revise the deed
/ restrictions document and calculations;
6. As proposed, lots 1 & 28 are located on separate drainage area. We can approve these two lots as part of
this Development only if you assign them a maximum of 30% impervious area each or if you exclude them
Jfrom the Project;
7. As per NCDENR Stromwater BMP Manual the Stormwater BMPs shall be designed to treat a volume that
is at least as large as the volume calculated using the Simple Method. If the SCS Method yields a grater
volume, then it can also be used. Provide calculations per Simple Method (as shown in BMP manual for
/ Wet Detention basins);
j/ 8. The SA/DA calculations show that the required surface area for the Wetland #1 is 51,074 sf, and that the
required volume is 40,008 cf. As proposed the Wetland #1 provided surface area is 15,423 sf and provided
Jvolume is 21,547 cf. Resize the pond to meet the required calculations;
9. The SA/DA calculations show that the required surface area for the Wetland #2 is 49,355 sf, and that the
required volume is 40,958 cf. As proposed, the Wetland #2 provided surface area is 31,194 sf and provided
volume is 37,548 cf. Resize the pond to meet the required calculations;
Nmo, me
aturally
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone]
Internet: h2o.enrstate.naus 943 Washington Square Mall, Washington, NC 27889
An Equal Opportunity/Affirmative Acton Employer— 50% Recycled170% Post Consumer Paper
Customer Service
1-877-623-6748

10. Asper the Division of Water Quality's Anti -Degradation policy, level spreader is required at all discharges
to wetlands. Since the big portion of the site drains into Extended Detention Wetlands and than through the
outlet structure to existing wetlands, the Level Spreader will be required along the edge of existing
wetlands. Provide calculations and signed and notarized Operation and Maintenance Agreement for said
level spreader;
11. Please be advised to dispose of the shooting range impact berm material properly. This material should not
be used as a fill material because of the high heavy metal content.
12. Please provide the 25% additional information fee associated with the Express Stormwater Review
Program of $1,000.00 by check made payable to "NC DENR".
The above requested information must be received in this office prior to October 12, 2007 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.
Please reference the Stormwater Project Number above on all correspondence. If you have questions, please
feel free to contact me at [phone].
Sincerely,
r
Samir Dumpor, PE
Environmental Engineer
Washington Regional Office
cc: James Bowen, PE, Hobbs, Upchurch & Associates, P.A. (2522 S. Croatan Hwy, Suite 2A, P.O. Drawer 1929,
Nags Head, NC 27959)
Washington Regional Office

NJHobbs, Upchurch & Associates, P.A.
Consulting Engineers
2522 S. Croatan Highway • Suite 2A - P.O. Drawer 1929 • Nags Head, North Carolina 27959
October 12, 2007
Samir Dumpor
NCDENR - WRO
943 Washington Square N4all
Washington, NC 27889
RE: Edenton-Chowan Airport Industrial Park. Phase 1I-A
Stormwater Nlanagement Submittal
I-IUA # CFIW601 —permits
DWQ Stormwater Review SW7070920
Dear NIr. Dumpor:
B 2007
WA Cn
We are requesting an extension for the submittal of additional information per you letter
dated October 5, 2007. 1he requested information will be submitted no later than October
17, 2007.
Thank you for your help in permitting this project.
Sincerely,
& ASSOCIATES, P.A.
Nags Head, NC • Telephone [phone] • Fax [phone] • e-mail: [e-mail]
Southern Pines • Myrtle Beach • Raleigh • Charlotte

A MA
NCDENR RECEIVED
North Carolina Department of Environment and Natural Resources
943 Washington Square Mall, Washington NC 27889 [phone] FAX [phone]
Request for Express Permit Review SEP 2 7 2007
FILL-IN all information below and CHECK required Permit(s). DW WARO
Please include this with the application package upon submittal. Project application received after 12 noon will be
stamped in the following work day. Thank youl Lyn Hardison Iyn.hardisonftncmail.net
APPLICANT Name —PETER RASCOE, LEGAL COUNCIL
Company _EDENTON CHOWAN DEVELOPMENT CORP
Address —PO BOX 1030 City/State_EDENTONZip_27932
Phone_252-482-4831 Fax_252-482-4925 [e-mail]
PROJECT Name_EDENTON-CHOWAN AIRPORT INDUSTRIAL PARK PHASE II -A_ County—CHOWAN
PROJECT LOCATION (ADDRESS) SOUNDSIDE DRIVE
ENGINEER/CONSULTANT JAMES BOWEN
Company _HOBBS, UPCHURCH AND ASSOCIATES
Address -PO BOX 1929 City/State—NAGS HEAD —Zip— 27959
Phone_252-441-3913_Fax_252-482-2100 [e-mail]
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑Yes ® No
❑ STREAM ORIGIN Determination; # of Stream calls; Stream Name
® STORMWA TER ❑ Low Density ❑ High Density -Detention Pond ® High Density -Other
❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
PROJECT SYSTEM(S) TRIBUTARY TO EDENTON BAY STREAM NAME CHOWAN RIVER BASIN
❑ COASTAL . ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® LAND QUALITY ® Erosion and Sedimentation Control Plan with _25 acres to be disturbed. CK # a435a S
❑ WETLANDS (401) ❑ No Wetlands on Site (letter from COE) ❑Wetlands Delineated/No JD
❑ Greater than 01 AC Wetlands Impacted ❑Jurisdictional Determination has been done
❑ Less than 0.1 AC Wetlands Impacted ❑Greater than 0.5 AC Wetlands Impacted
CIRCLE Y/N: 401 Application ❑Yes ❑ No 404 Application in Process w/USCOE ❑Yes ❑ No
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application
fee, to be charged for subsequent reviews due to the insufficiency of the permit applications.
CHECK # J4-Z5za q For DENR use only
SUBMITTAL DATES: Fee Split for multiple permits:
SW ct-a']-C) % $ 01,loo6.�%
CAMA $
LQS O'7 $ 1333. 33
401 S
Total Fee Amount $ 4boo /

GET
Cr01,'(irn9nl' f rrvlrvrrrmuunl T1, i11
TO: Hobbs Upchurch & Associates, P.A.
2522 S. Croatan Hwy., Suite 2-A
P. 0. Drawer 1929
Nags Head, NC 27959
Attn: Mr. James Bowen, P.E.
RE: Report of Shallow Subsurface Exploration
Proposed Edenton-Chowan Airport Industrial Park
Chowan County, North Carolina
GET Project No: EC07-314G
Dear: Mr. Bowen:
September 12, 2007
BEEF ED
SEP 2 7 2007
©WQ-WARO
Pursuant to your request, a representative of GET Solutions, Inc. visited the above
stated site on the date of September 7, 2007. The purpose of our site visit was to
perform a series of hand auger borings to observe the current ground water levels and
to provide estimated seasonal high ground water levels.
Shallow Subsurface Exploration and Observations:
During our site visit, a total of six (6) 8.5 to 10-foot deep hand auger borings
(designated as B-1 through B-6) were performed within the limits of the proposed
storm water ponds. The existing site grade elevations noted in the table on the
following page, as well as the attached "Log of Boring" sheets, were based on our site
observations in conjunction with the existing site grade elevations provided on the
project site plan performed by Hobbs Upchurch and Associates, P.A. The boring
locations were established and located in the field by G E T Solutions Inc. personnel
with the use of a GPS unit. The GPS coordinates were determined by converting the
state plain Easting and Northing coordinates from the project site plan to Longitude and
Latitude coordinates. Table I on the following page provides more specific information
regarding the boring locations and the estimated existing site grade elevations.
504 East Elizabeth Street, Suite 2 • Elizabeth City, NC 27909 • Phone [phone] • Fax [phone]
[e-mail]

Report of Shallow Subsurface Exploration
Proposed Edenton-Chowan Airport Industrial Park
Chowan County, North Carolina
GET Project No: EC07-314G
Table I - Boring Locations:
9/12/07
�< pMINOR�,�
sBormg
*iPiqi
^t '
�H.
: Boring L�oda i6n '
I, s �p
` a el �1r�
Latitude
,a
c
�Longrtti�dAer
Ezlsting Siteti{
,5
GradeaElevatlont
Nil
360
760
13.5'MSL
B 1
North Storm Water Pond;
Approx. Northwest Corner
01.8003139
34.4592963
B 2
North Storm Water Pond;
360
760
13.5'MSL
East Side, North End
01.7892784
1 34.4424059
B 3
North Storm Water Pond;
360
760
13'MSL
East Side, South End
01.7721967
34.4430254
B 4
South Storm Water Pond;
360
760
12.5'MSL
Approx. Northeast Corner
01.7356191
34,4489711
B 5
South Storm Water Pond;
360
760
12.5'MSL
Approx. Center
01.7257217
34.4610028
B 6
South Storm Water Pond;
360
760
11 .5'MSL
Approx. Southwest Corner
1 01.7296422
1 34.4820914
The surficial and shallow subsurface soils encountered at the boring locations were
field classified by the G ET Solutions, Inc. representative to consist of approximately 6
to 8-inches of Topsoil underlain by SAND with varying amounts of silt and/or clay (SP,
SP-SM, SM, SC-SM, SC). The Topsoil materials encountered at the location of boring
B-3 were noted to consist of Uncontrolled Fill as they contained trace amounts of
stone and brick fragments.
Subsurface deposits of CLAY with varying amounts of sand (CL, CH) were
encountered at the location of borings B-1 and B-2 at depths ranging from 5 to 7.5-
feet and extended to depths ranging from 6 to 8.5-feet below existing grades.
Surficial deposits of CLAY with varying amounts of sand (CL) were encountered
beneath the Topsoil materials at the location of borings B-4 through B-6 and extended
to depths ranging from 1.5 to 4-feet below existing grades.
The groundwater table depth was measured at each boring location during drilling
operations and was found to occur at depths ranging from approximately 7 to 8.5 feet
below the existing site grade elevations at the time of our subsurface exploration.
Groundwater conditions will vary with environmental variations and seasonal
conditions, such as the frequency and magnitude of rainfall patterns, as well as man-
made influences, such as existing swales, drainage ponds, underdrains, and areas of
covered soil (paved parking lots, side walks, etc.).
Solutions, Inc.

Report of Shallow Subsurface Exploration
Proposed Edenton-Chowan Airport Industrial Park
Chowan County, North Carolina
GET Project No: EC07-314G
9/12/07
Based on our site observations of the encountered subsurface soils and our experience
with similar soil/site conditions the seasonal high groundwater level was estimated to
range from about 5 to 5.5-feet below the existing site grade elevations. We
recommend that the contractor determine the actual groundwater levels at the time of
the construction to determine groundwater impact on this project, if needed. The
encountered groundwater levels for each boring location as well as the estimated
seasonal high groundwater levels are provided in Table II below and on the attached
"Log of Boring" sheets. The attached "Boring Location Plan" provides the approximate
boring locations.
Table II — Ground Water Levels
t x
u
Borrng
f,M ,
No
A»��,��P�ti
' ' d
��
Encountered a
�r
iluroundwater
am
Depth (fit.l°''
, w�
Estrmated
; Groundwater'
a, a t r
Ele vat n i 4
�IVISL)� `�
a`'Estrmated
SeasonalHlg
� sq� � r xi
Groundwater
;�
DP�h���
Estimatedfl
.yu
Seasonal Hrgh
)Groundwater
s ElevatioH -
B-1
8.5'
5.0' MSL
5.0'
8.5' MSL
B-2
8.5'
5.0' MSL
5.0'
8.5' MSL
B-3
8.25'
4.75' MSL
5.5'
7.5' MSL
B-4
8.0'
4.5' MSL
5.0'
7.5' MSL
B-5
8.0'
4.5' MSL
5.0'
7.5' MSL
B-6
7.0'
4.5' MSL
5.0'
6.5' MSL
" All depths noted above are referenced from the existing site grade elevations at the boring
locations during our site testing services.
We appreciate the opportunity to offer our services to you, and trust that you will call
our Elizabeth City office with any questions that you may have.
Respectfully Submitted,
G E T Solutions, Inc.
Gerald W. Stall
Jr. I.T. Camille A. Kattan, P.E.
Senior Project Manager Principal Engineer
NC Lic. # 14103
Attachments: Boring Location Plan
Log of Boring(s)
Generalized Soil Profile
Classification System for Soil Exploration
Copies: (3) Client
3
Solutions, Inc.

r
m
LEGEND
-APPROXIMATE BORING LOCATIONS

TPROJECT:
'®
®
LOG OF BORING
No. B-1
Edenton-Chowan Airport Industrial Park Phase 2 PROJECT NO.: EC07-314G
CLIENT: Hobbs Upchurch and Associates, PC
PROJECT LOCATION: Chowan County, Nonh Carolina
LOCATION: See Attached Location Plan ELEVATION: 13.5' MSL
DRILLER: B. Gallop LOGGED BY: G. Stalls, E.I.T.
DRILLING METHOD: Hand Auger DATE: 9-7-07
DEPTH TO - WATER> INITIAL: $ 8.5-feet AFTER 24 HOURS: a CAVING> L
r
m a01i
o
DescriptionE
m
z
n
.
o
mtj
o
v
0
TEST RESULTS
Plastic Limit Liquid Limit
Water Content- o
Penetration -
10 20 30 40 50 60 70
0
6-inches TOPSOIL
.. ..:.. ..:. ..:.. .:.. .:.. :.. _:.. ..
`
- - - -
_..
.....:.....:.... .:. .....:..... :.....:.....:....
...............................
Gray, moist, Silty fine SAND (SM) with clay, loose
Mottled Gray -Tan, moist, Lean Sandy CLAY (CL), medium stiff
2
a
Mottled Reddish Tan -Gray, moist, Silty fine SAND (SM) with clay,
loose to medium dense
.iii;
Mottled Gray -Tan, moist, Clayey fine SAND (SC), medium dense
Estimated Seasonal High Groundwater Level = 5.0-feet Below
Existing Grades
e
`4.
4.i• ` "
�t�'.ri.
.t:i: t i
Gray, moist, Silty fine SAND (SM), loose
7.
Gray, moist, Fat CLAY (CH) With Sand, soft
Gray -Tan, wet, poorly graded fine to medium SAND SP to poorly
Y P YZp ( ) P Y
graded fine to medium SAND (SP-SM) with silt, medium dense
a
10
Boring terminated at 9.5 fr.
12
1a
Seasonal High Groundwater Level Estimated to be approximately 5 feet below existing grades. Existing site grade elevations
estimated based on the site plan prepared by Hobbs Upchurch and Associates.
Figure PAGE 1 of 1

GET
LOG OF BORING
No. B-2
PROJECT: Edenton-Chowan Airport Industrial Park Phase 2 PROJECT NO.: EC07-314G
CLIENT: Hobbs Upchurch and Associates, PC
PROJECT LOCATION: Chown County, North Carolina
LOCATION: See Attached Location Plan ELEVATION: 13.5' MSL
DRILLER: B.Gallop LOGGED BY: G.Stalls,E.I.T.
DRILLINGMETHOD: Hand Auger DATE: 9-7-07
DEPTH TO - WATER> INITIAL: S 8.5-feet AFTER 24 HOURS: a CAVING> L
�o
n m
o=
Description
m
t7
E 6
to
w
o a
m 00
o
#
v
0
TEST RESULTS
Plastic Limit Liquid Limit
Water Content - o
Penetration -
10 20 30 40 50 60 70
0
6-inches TOPSOIL
XX
_ ...:.....:....:.....:
_ :.... i.... i....:.
....................... _.......................
.....:.....:.....:.....:.....:...........:...
....................._.......................
Gray, moist, Silty fine SAND (SM) with clay to Silty Clayey fine
SAND (SC-SM), loose
Gray -Tan from 2-feet
Tan -Gray from 3.5-feet
a
Gray -Tan, moist, Lean CLAY (CL) with sand,
Estimated Seasonal High Groundwater Level = 5.0-feet Below
Existing Grades
e
Gray, moist, Silty fine SAND (SM) with clay, loose to medium dens
7.
Gray, moist, Clayey fine to coarse SAND (SC), loose to medium
dense
e
B.
Gray -Tan, wet, poorly graded fine to medium SAND (SP-SM) with
silt to Silty fine SAND (SM), medium dense
10
Boring terminated at 9.5 fr.
12
14
Seasonal High Groundwater Level Estimated to be approximately 5 feet below existing grades. Existing site grade elevations
estimated based on the site plan prepared by Hobbs Upchurch and Associates.
Figure PAGE 1 of 1

GET
®
LOG OF BORING
No. B-3
PROJECT: Edenton-Chowan Airport Industrial Park Phase 2 PROJECT NO.: EC07-314G
CLIENT: Hobbs Upchurch and Associates. PC
PROJECT LOCATION: Chowan County North Carolina
LOCATION: See Attached Location Plan ELEVATION: IT MSL
DRILLER: B. Gallop LOGGED BY: G. Stalls, E.I.T.
DRILLING METHOD: Hand Auger DATE: 9-7.07
DEPTH TO - WATER> INITIAL: $ 8.25-feet AFTER 24 HOURS: S CAVING> -L 8.5-feet
Sa
o w
Description
o
N Z
y
in v
oo
TEST RESULTS
WatePlastic Limitr Content�� Liquid Limit
Penetration -
10 20 30 40 50 60 70
0
14-inches TOPSOIL with brick fragments and stone (Uncontrolled
Fill)
.....
.....i.....:......:..... .... 1. ... 1. ...1 .
................................................
.................... ...
.....:... . i .... .. i.... i ....:.. .
Or
1.17
Mottled Reddish Tan -Gray, moist, Silty fine SAND (SM) with trace
clay, loose to medium dense
Reddish Tan from 4.5-feet
Tan -Gray from 5.5-feet
Estimated Seasonal High Groundwater Level = 5.5-feet Below
Existing Grades
2
a
a
5
Gray -Tan, moist, poorly graded fine to medium SAND (SP) to
poorly graded fine to medium SAND (SP-SM) with silt, medium
dense
Gray from 8-feet
Wet from 8.25-feet
.i:k F1
t'r t
i a: t'C
Boring terminated at 8.5 ft.
10
12
1a
Seasonal High Groundwater Level Estimated to be approximately 5.5 feet below existing grades. Existing site grade elevations
estimated based on the site plan prepared by Hobbs Upchurch and Associates.
Figure PAGE 1 of 1

GET
®
LOG OF BORING
NO. B4
PROJECT: Edenton-Chowan Airport Industrial Park Phase 2 PROJECT NO.: EC07-314G
CLIENT: Hobbs Upchurch and Associates, PA
PROJECT LOCATION: Chowan County, North Carolina
LOCATION: See Attached Location Plan ELEVATION: 12.5' MSL
DRILLER: B. Gallop LOGGED BY: G. Stalls, E.I.T.
DRILLING METHOD: Hand Auger DATE: 9-7-07
DEPTH TO - WATER> INITIAL: $ 8-feet AFTER 24 HOURS: T CAVING> .G
v m
❑
Description
o
T
E Z
rn
o o
m y
o
u
v
0
TEST RESULTS
Plastic Limit i Liquid Limit
Water Content- o
Penetration -
10 20 30 40 50 60 70
0
6-inches TOPSOIL
..
......._...................................
...........:.....:...........:.....:.....:...
Tan, moist, Lean Sandy CLAY (CL), soft to medium stiff
4
Reddish Tan, moist, Silty fine to medium SAND (SM) with clay to
Silty Clayey fine to medium SAND (SC-SM), loose to medium dens
Mottled Light Gray -Reddish Tan from 5-feet
Estimated Seasonal High Groundwater Level = 5-feet Below
Existing Grades
Reddish Tan, moist, poorly graded fine to medium SAND (SP) to7
poorly graded fine to medium SAND (SP-SM) with silt, medium
7
F dense
Y.
''Ji
1: C i i
2
n
e
a
Gray, wet, Silty coarse SAND (SM), loose
Tan from 9-feet
ra
Boring terminated at 9.5 ft.
12
is
Seasonal High Groundwater Level Estimated to be approximately 5jeet below existing grades. Existing site grade elevations
estimated based on the site plan prepared by Hobbs Upchurch and Associates.
Figure PAGE 1 of 1

TPROJECT:
'®
LOG OF BORING
No. B-5
Edenton-Chowan Airport Industrial Park Phase 2 PROJECT NO.: EC07314G
CLIENT: Hobbs Upchurch and Associates, PC
PROJECT LOCATION: Chown County, North Carolina
LOCATION: See Attached Location Plan ELEVATION: 12.5' MSL
DRILLER: B. Gallop LOGGED BY: G. Stalls, E.LT.
DRILLING METHOD: Hand Auger DATE: 9-7-07
DEPTH TO - WATER> INITIAL: S 8-feet AFTER 24 HOURS: 3 CAVING> S
�o
m w
o =
Description
E i
rn
ur
o
m tj
oo
v
0
TEST RESULTS
Plastic Limit Liquid Limit
Water Content- o
Penetration -
10 20 30 40 50 60 70
0
6-inches TOPSOIL
.........................................:.....
Tan, moist, Lean Sandy CLAY (CL), soft to medium stiff
2
4
Reddish Tan, moist, poorly graded fine to medium SAND (SP-SM)
with silt to Silty fine to medium SAND (SM), loose to medium dens
Mottled Gray -Reddish Tan from 5-feet
Estimated Seasonal High Groundwater Level = 5-feet Below
Existing Grades
Tan from 7.5-feet
Wet from 8-feet
i
i i
6
10
Boring terminated at 10 ft.
12
J14
Seasonal High Groundwater Level Estimated to be approximately 5 feet below existing grades. Existing site grade elevations
estimated based on the site plan prepared by Hobbs Upchurch and Associates.
Figure PAGE 1 of 1

GET
K47 In -Tara
LOG OF BORING
No. B-6
PROJECT: Edenton-Chowan Airport Industrial Park Phase 2 PROJECT NO.: EC07-314G
CLIENT: Hobbs Upchurch and Associates PC
PROJECT LOCATION: Chowan County North Carolina
LOCATION: See Attached Location Plan ELEVATION: 11.5' MSL
DRILLER: B. Gallop LOGGED BY: G. Stalls, E.I.T.
DRILLING METHOD: Hand Auger DATE: 9-7-07
DEPTH TO - WATER> INITIAL: $ 7.0-feet AFTER 24 HOURS: CAVING> -L
L
w w
o =-
Description
o
2
E i
in
N
o c'
mo
p
oo
0
TEST RESULTS
Plastic Limit 1- Liquid Limit
Water Content- 0
Penetration -
10 20 30 40 50 60 70
0
8-inches TOPSOIL
JJ
.....
J
..... a .... .. .....:..... .. .... .... ... ..........
....................... .. .. ............ ......
_.. _ _ ...........................
.................................................
..........................................:.....
0.67-
Tan -Grey, moist, Lean Sandy CLAY (CL), soft to medium stiff
2
Mottled Reddish Tan -Gray, moist, Silty fine SAND (SM) with clay,
loose
3
Mottled Reddish Tan -Gray, moist, poorly graded fine to medium
SAND (SP-SM) with silt to Silty fine to medium SAND (SM), loose
to medium dense
Reddish Tan from 4.5-feet
Light Tan from 5-feet
Estimated Seasonal High Groundwater Level = 5-feet Below
Existing Grades
Wet from 7-feet
Reddish Tan from 7-feet
Tan, wet, Lean CLAY (CL) with trace sand, soft
6
B
10
Boring terminated at 9.5 ft.
12
14
Seasonal High Groundwater Level Estimated to be approximately 5 feet below existing grades. Existing site grade elevations
estimated based on the site plan prepared by Hobbs Upchurch and Associates.
Figure PAGE 1 of 1

Symbol Description
KEY TO SYM
Strata symbols
11
Topsoil
EM
Silty sand
Lean
M
clay
Clayey sand
Fat
clay
Poorly graded sand
with silt
Poorly graded clayey
silty sand
91 Fill
Misc. Symbols
Water table during
drilling
Depth to caving
(Notes:
1. Exploratory borings were drilled on 9-7-07 using a
4-inch diameter continuous flight power auger.
2. No free water was encountered at the time of drilling or
when re -checked the following day.
3. Boring locations were taped from existing features and
elevations extrapolated from the final design schematic plan.
4. These logs are subject to the limitations, conclusions, and
recommendations in this report.
5. Results of tests conducted on samples recovered are reported
on the logs.

a
]
&
o
J✓J
JJJ
✓JJ
JJJ
2
Uxx
x
6
6
1•I:.I
J FL L!
4.I-t
LI
.1XCI
.1 CCi
s
'!
1
A•I•{ 41
L :i; r J .
.1Xi l
19;�]
10
re
Strat.
b I
Poorly graded sand
w th silt
Topsoil
Poorly graded clayey
silty sand
GET Solutions, Inc.
Silty saw
®
Fin
GENERALIZED SOIL PROFILE
SCALE:
DRAWN BY/APPROVED BY
DATE DRAWN
®Lean
Gay
SCALE: I�z
ws
9112Y1007
Clayey sand
Edenton-Chowan Airport Industrial Park Phase 2
®Fat
FIGURE NUMBER
clay
PROJECT NO. EC07-314G

KEY TO SYMBOLS
Symbol Description
Strata symbols
Topsoil
Silty sand
Lean
clay
Clayey sand
Fat
clay
:.
Poorly graded sand
with silt
Poorly graded clayey
silty sand
Fill
Misc. Symbols
s Water table during
drilling
(Notes•
1. Exploratory borings were drilled on 9-7-07 using a
4-inch diameter continuous flight power auger.
2. No free water was encountered at the time of drilling or
when re -checked the following day.
3. Boring locations were taped from existing features and
elevations extrapolated from the final design schematic plan.
4. These logs are subject to the limitations, conclusions, and
recommendations in this report.
5. Results of tests conducted on samples recovered are reported
on the logs.

.*GET
GET Solutions, Inc.
pm
504 East Elizabeth Street; Suite 2
_zmnm�
Elizabeth City, North Carolina 27909
c,o,.rn,¢.�. r,"nim"menur.rae"p
[phone]; FAX [phone]
CLASSIFICATION SYSTEM FOR SOIL EXPLORATION
Standard Penetration Test (SPT), N-value
The soil samples are obtained with a standard 1.4" I.D., 2" O.D., 30" long split -spoon sampler. The sampler is driven with blows of
a 140 lb. hammer falling 30 inches. The number of blows required to drive the sampler each 6-inch increment (4 increments for
each soil sample) of penetration was recorded and is shown on the boring logs. The sum of the second and third penetration
increments is termed the SPT N-value.
NON COHESIVE SOILS
(SILT, SAND, GRAVEL and Combinations)
COHESIVE SOILS
(CLAY, SILT and Combinations)
Relative Densiry
Consistency
Very Loose
4 blows/ft. or less
Very Soft 2 blows/ft. or less
Loose
5 to 10 blows/ft.
Soft 3 to 4 blows/ft.
Medium Dense
11 to 30 blows/ft.
Medium Stiff 5 to 8 blows/ft.
Dense
31 to 50 blows/ft.
Stiff 9 to 15 blows/ft.
Very Dense
51 blows/ft. or more
Very Stiff 16 to 30 blows/ft.
Hard 31 blows/ft. or more
Particle Size Identification
Plastici
Boulders 8 inch diameter or more
Degree of Plasticiri Plasticity Index
Cobbles 3 to 8 inch diameter
None to Slight 0-4
Gravel Coarse
1 to 3 inch diameter
Slight 5-7
Medium
'/Z to I inch diameter
Medium 8-25
Fine
'/, to '/z inch diameter
High to Very High 25 or more
Sand Coarse
2.00 turn to inch
(diameter of pencil lead)
Exnansion Potential
Medium
0.42 to 2.00 mm
Degree LL% PI% Suction, tsf
(diameter of broom straw)
High > 60 > 35 > 4.0
Fine
0.074 to 0.42 into
Marginal 50 - 60 25-35 1.5 - 4.0
(diameter of human hair)
Low < 50 < 25 < 1.5
Silt
0.002 to 0.074 tom
None < 35 < 12
(cannot see panicles)
Relative Proportions
CLASSIFICATION SYMBOLS (ASTM D 2487)
Descriptive Term Percent
Trace 1-10
Coarse Grained Soils
Fine -Grained Soils
Little 11-20
More than 5096 retained on No. 200 sieve
504'o or more passes the No. 200 sieve
Some 21-35
GW - Well -graded Gravel
CL - Lean Clay
And 36-50
GP- Poorly graded Gravel
CL-ML - Silty Clay
GW-GM - Well -graded Gravel w/Silt
ML - Silt
Strata Changes
GW-GC - Well -graded Gravel w/Clay
OL - Organic Clay/Silt
In the column "Soil Description" on the boring log, the
GP -GM - Poorly graded Gravel w/Silt
Liquid Limit 50%or greater
horizontal lines represent strata changes.
GP -GC - Poorly graded Gravel w/Clay
CH - Fat Clay
GM - Silty Gravel
MH - Elastic Silt
Groundwater Readings
GC - Clayey Gravel
OH - Organic Clay/Silt
Observations were made at the times indicated. Porosity
GC -GM - Silty, Clayey Gravel
of soil strata, weather conditions, site topography, etc.,
SW - Well -graded Sand
Highly Organic Soils
may cause changes in the water levels indicated on the
SP - Poorly graded Sand
PT - Peat
logs.
SW-SM - Nell -graded Sand w/Silt
SW -SC - Well -graded Sand w/Clay
Depending on percentage of fines (fraction smaller than
SP-SM - Poorly graded Sand w/Silt
No. 200 sieve size), coarse -grained soils are classified as
SP-SC - Poorly graded Sand w/Clay
follows:
SM - Silty Sand
Less than 5 percent GW, GP, SW,SP
SC - Clayey Sand
More than 12 percent GM, GC, SM, SC
SC-SM - Silty, Clayey Sand
5 to 12 percent Borderline cases requiring
dual symbols
Page 1 of
Re. 21272o07

i. e. osi.o�.•., F m. vmv m e�.xm, vvcr.
SURVEYOR:
J. GARY CULP �� Hobbs, Upchurch & Associates, RA
300 S.W. BROAD STREET Consulting Engineers, SurVeyors & land Plonners
SOUTHERN PINES. N.C. 2B387 Soufhem Pines, North Carolina 28J87
[phone]
I, J. GARV GULP, HEREBY CERTIFY THAT THE WETLANDS BOUNDARY DEPICTED Ory ZN CARS'•,
THIS MAP IS THE RESULT OF A FIELD SURVEY AND/OR MEASUREMENTS. CONDUCTED ..... •��
•6/p`'•`f
BS, UPCHU AN ASSOCIATES, P.A.
C� 19 ��
{
f a r
NATURE DATE
SEAL i F
t L 2950 i F
r
I, DOUG DORMAN. HEREBY CERTIFY THAT THE WETLANDS DELINEATION SHOWN
ON THIS MAP REPRESENTS THOSE AREAS THAT WOULD BE DEFINED AS 40t
tiwCAMOi
JURISDICTIONAL WETLANDS BASED UPON THE BEST OF MY KNOWLEDGE, EXPERIENCE,
AND FIELD INVESTIGATION.
SIGNATURE
L69
♦ 74'
N-' 4'58'
L70
8
011.38'
1
L71
5 .84'
S 68'l 1'34' W
LIZ
62
7'16' 4' W
N/F 2B
W.D. PRUDEN v C9a 445" 't",
AREA INFORMATION
76.80 ACRES(EXCLUDING
OUTPARCEL-0.56 AC.
ITOTAL-76.24
ACRES
L,EIR
Ei
L2
L36IR
EI
HEIDE TRASK WOOD, ET AL
OB 145 PC 622
L53"T 1LOtiL,S_A�L58
♦ i LD4'y+w-ems
L62 �67 L59
\ " 60
\ ti XEF 7
68
L69
s
\\ f L75 \,T4 05
\ j
r
L26 EIR
C
LINE
TABLE — WETLANDS
LINE
LENGTH
BEARING
Ll
151
N 5 '01'54' E
12
00.47'
N 88'34'23' E
L3
74.70'
N 88'34'23' E
L4
173 71'
5 18'57'06' E
15
171.5 '
S 58'33'47' W
L6
14 . 2'
N 31' 5'20' W
17
171
N 58' 5'19' E
LB
1434'
S 31-26'11'
L9
290.04%
S 8630'26' W
LID
20 ,82'
S 8'33'15" W
111
80.40'
S 36'59'56' W
L12
145.77'
S 88'30'58' W
L13
134.87'
S 71'04'48' W
L14
17.1 '
S 71'04'26' W
L15
OB 68'
S 71'05'29' W
LIB
71'
5 7 '05'29' W
LI7
42.04'
S 09'03' ' E
118
102.0 '
N 2Y52'36' W
1.19
I ]30'
N 23'43'17' W
L20
1I 95'
N 24'19'36' W
L21
115.94'
N 4'23'44' W
L22
11 23'
N 2C31'1 I- W
L23
50.51'
N 24'20'34' W
L24
116.00'
N 24'30'26' W
125
42 2'
24.1 I'45' W
L26
255.55'
S 73'I6'01' W
L27
fi 74'
L28
46 48'
N 5I'47'28' E
L29
83.67'
S 71'04'48' W
00
g 60'
S BB'30'58' W
i NIR Z
N V
\ J yl
\Z�o \ oPALBEMARLE BATop
cT CHURCH
DB 254PG 557 L83 0,T
_
2\ 0 / i
C
EIR
�..-..-.t, 5,�-}e,'.E
\ 47535 s a�
EIR m� 'OUTPARCEL'
\ L25 1-110 1,09 TOWN OF EDENTON
\ CD \ L109 L95 �9\ L90 PC 1 SUOE 145-0
\ L108
\C LI07 g Ati
d� 1.106
op N I, 70 L98 L97
\ C \p L99 N L35 L36 ,
2j01\ LI00 L32 \5
L105
C� L701 L42
\ L43
C 5 L40
/ \,i3 30
L1� EIRRII
\ EIR *cam 16 / 04 \ LOT 3 1 LOT 3 l zl
/ EIR ( PC 2 1 PC 2 l n
\ NIR ER L\5 \\ 0T2 ISL. 11—JI SL. 11—Jpl
\ 1 \ LOT21 \ SL. 11—J \�J l
\SL. I I — 50' R W
\ b /
\ CENTERLINE INTERSECTION
TOWER DRIVE AND SOUNDSIOE ROAD
WETLAND DELINEATION SURVEY FOR
COUNTY OF CHO WAN
FOURTH TOWNSHIP
CHOWAN COUNTY NORTH CAROLINA
SCALE 1" = 200' JUNE, 2007
LEGEND
0
O COMPUTED POINT
NIR NEW IRON ROO
O EIR EXISTING IRON ROD
BOUNDARY LINE
— — — — ROAD RIGHT-OF-WAY
- - - - - - - - ADJOINING PROPERTY
- ----- - CL EXISTING DITCH
EXISTING WETUNOS
GRAPHIC SCALE
( IN PEEP )
1 Inch - 200 fL
To TO" I
OF EDENTON
TITLE RFRN
PLAT CABINET 1 SLIDE 3-B
ROWAN COUNTY REGISTRY
THIS CERTIFIES THAT THIS COPY OF THIS PLAT
ACCURATELY DEPICTS THE BOUNDARY OF THE
JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED
ON THIS DATE. UNLESS THERE IS A CHANGE IN
THE LAW OR OUR PUBLISHED REGULATIONS. THIS
DETERMINATION OF SECTION 404 JURISDICTION
MAY BE RELIED UPON FOR A PERIOD NOT TO
EXCEED FIVE YEARS FROM THIS DATE. THIS
DETERMINATION WAS MADE UTILIZING THE 1987
CORP OF ENGINEERS WETLANDS DELINEATION
MANUAL.
REGULATORY OFFICIAL
USAGE ACTION 10
REGULATORY OFFICIAL
m
WETLAND INFORMATION
G = 0.85 AC.
XEF = 19.45 AC.
TOTAL = 20.30 AC.
TOWN OF EDENTON
PC 1 SLIDE 3-8
EIR I I
J2 �EIR;1/
>
0� EIR L9
�\O
EIR
L11 ATE OF
NORTH CAROLINA
DB 327 PG 110
15
16G
170
12X 9x
FIR 8X
3 11x X
6X
EIR 5x
.CONTROL 4%/ IE
CORNER" 2E
3X
5E 6E 3E
4
I 7E E
XE F BE9E ,D 13E
E
15
16E
14G 13G 19E
8E17E 41
12C 20E
?10G
21E
22E
BG
S— 23E
FLAGS 2
2BE
11F
A SF 6F
1, OF
BF
3A 4F3F7FIAA 4A 7A
OA
IE
32E