SW7090221_HISTORICAL FILE_20210802

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

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRIAN WRENN
Director
NORTH CAROLINA
Environmental Quality
August 2, 2021
NC Wildlife Resources Commission
Attention: Erik Christofferson, Deputy Director Operations
1701 Mail Service Center
Raleigh, NC 27699-1701
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7090221
Chowan River Bridge Site Improvements
Chowan County
Dear Mr. Christofferson:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7090221 for a stormwater treatment system consisting of a wet
detention pond serving the Chowan River Bridge Site Improvements at 248 Wildlife
Access Road, Edenton, NC expires on December 30, 2021. This is a reminder that
permit renewal applications are due 180 days prior to expiration. We do not have a
record of receiving a renewal application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal within the required time. Permit application forms for renewal can be
found on our website at: https://deq.nc.gov/about/divisions/energy-mineral-and-land-
resources/stormwater/stormwater-program/post-construction-2. North Carolina General
Statutes and the Coastal Stormwater rules require that this property be covered under a
stormwater permit. Failure to maintain a permit subjects the owner to assessment of
civil penalties.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at
roger.thorpe(aZincdenr.gov.
Sincerely,
n ✓ 4L
Roger K. Thorpe
Environmental Engineer
North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Washington. Regional Office 1 943 Washington Square Mall I Washington, North Carolina 27889
WMH cuwurva
252.946,6481

Possibly sp ;m: checklist - chowan boat ram
Subject: Possibly spam: checklist - chowan boat ram
From: "Steve Janowski" - [e-mail]>
Date: Fri, 6 Mar 2009 09:05:59 -0500
To: "'John K. Farkas.. <jkfrrjkf-arch.com>
CC: <[e-mail]>
John
I have attached the checklist and copied Scott Vinson. If you will get him an original application
signature and an original maintenance agreement signature he can complete his review.
Steve
Baldwin&
janowski,PA
ENCIWVI:uNp-OVavlviNp. Ynr.,wWp
1015 CONFERENCE DRIVE
GREENVILLE. NC 27858
252.756.1390 OFFICE
252.321.1412 FAX
252.714.3002 CELL
doc200603261115408.pdt Content -Type: application/pdf
Content -Encoding: base64
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MAR a � 2G�9
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PROS #
1 of 1 3/6/2009 2:27 PM

h-

Permit No.
(to be provided by DWQ)
IIL,'REQUIRED ITEMS CHECKLIST,.' ...
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
i ' I Sh9et o. a �f
1. Plans (1' - 50' or larger) of the entire site showing: V f
Design at ultimate build -out, �p09
- Off -site drainage (if applicable), 06
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions, MP 9.pQ,
Pretreatment system,
High Flow bypass system,
Maintenance access, ProS #
Proposed drainage ge easement and public fight of way (ROM, 4 -0
- Overflow device, and
- Boundaries of drainage easement.
Y
2. Partial plan (1' = Nor larger) and details for the wet detention basin showing:
• Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond With hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
/ - Filter strip.
y ( 3. Section view of the wet detention basin (1' = 20' or larger) showing:
Side slopes, 3:1 or lower,
Pretreatment and treatment areas, and
Inlet and outlet structures.
/ 4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for Forebay,
to verity volume provided.
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
/ entire drainage area is stabilized.
7.The supporting calcula6ons.
6. A copy of the signed and notarized operation and maintenance (0&M) agreement.
9. A copy of the deed restrictions (if required).
10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.5 Pan III. Required Items Checklist, Page 1 of 1

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provi �+
This system (check one): MpR
0 6 2009
❑ does ® does not incorporate a vegetated filter at the outlet. DVIW
This system (check one): YRO3 #
does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin
- If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minin-ized to the
maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash debris is present.
Remove the trash debris.
The perimeter of the wet
detention basin
Areas of bare soil and/or
erosive gullies have formed,
Regrade the soil if necessary to
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application, '
Vegetation Is too short or too
lon •
Maintain vegetation at a height of
approximately six inches.
Form S W401-Wet Detention Basin O&M-Rev.4 Page I of 4

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

Permit Number.
(to be provided by DIYQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to.remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The recei4ing water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 4.00 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 2.50 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
. (fill in the blanks)
Permanent Pool Elevation =
Pe anen Pool
•-- ------------ -- Volume Sediment Removal Elevation -2.00 Volume
-L50 ft Min. ------------------------------ ----------- ------
Sediment Botom Elevation -3.00 �, 1-ft t
Storage Sedmmer
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4
Page 3 of 4

Permit Number:
(to be provided by DWQ)
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.
Project name Chowan River Bridge Site Improvements
BMP drainage area
Print name:Erik Christofferson
Title:Division Chief
Address:NCSU Centennial Campus 1751 Varsity Drive
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, LA NMAl, � . �d u1 aC �S a Notary Public for the State of
,4t. as County of W nc do hereby certify that
tCCerc_Sot._ personally appeared before me this
,- day of \aX t.L 0CM , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal',
SEAL
My commission expires of - 3 6 - ao I 1
Form S W40I-Wet Detention Basin O&M-Rev.4 Page 4 of 4

©�A North Carolina Department of Environment and
�'•_ Natural Resources
NCDENR Request for Express Permit Review
FEB 2 6 Z009
NCDENR
Fn DENR Uw ONLY
R--
su 1.
C nfin _ -
FILL -Wall the Information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application package
of the project location. Please Include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;alison.davidson(dncmatl.nef
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee(dncmail.net
• Mooresville 8 -Patrick Grogan 704-663-3772 or Patrick. grom Oncirail.nel ..
• Washington Region -Lyn Hardison 252-946-9215 or Ivn.hardisorxicilncmaiLnel
• Wilmington Region -Janet Russell 910-350-2004 or ianet.russell(dncmall.nef
NOTE: Projed application received a4er 12 noon will be stamped in the following work day
Project Name: CHOWAN RIVER BRIDGE SITE IMPROVEMENTS— ----- Canty; CHOWAN! Field code Changed
.._..
Applicant: ERIK CHRISTOFFERSON Company: NC W'ILOLFIE COMMISSION - —
Address: NCSU CENTENNIAL CAMPUS 1751 VARSITY DRIVECity: RA SIGH, State: NC Zip: 27606.
Phone: [phone] Fax:: Email:_@_
Physical Localiort.6b CHOWEN RIVER BRIDGE ON THE EASTERN SIDE OFF HWY 17
Project Drains into CHOWAN RIVER waters - Water classification B NSW (for classification see him //h2o enrstale nc uslb'mslreoons/reoonsWB hlmll
Project Located in CHOWAN River Basin. Is project draining to class ORW waters? YIN, within Y, mile and draining to class SA waters YIN, or within 1
mile and draining to class HOW waters? YIN
Engineer/Consultant. STEVEN JANOWSKI Company PAILDWIN AND JANOWSKI---- - --'_1
...._. ...._. -,"Feld Code Chan
Address: 1015 CONFERENCE DRIVE City GREENVILLE, Slate: INCedC Zip 27B50._ - "— --- ----'
Phone, 252-756 1390 Fax,:252-321.1412 Email: __n--------- -�
......... .... ..... _------- -.-:'I Feld Code Changed ..
Scoping Meeting ONLY ❑ DWO, ❑ DCM, -❑ IDLE, ❑ OTHER:
t'
SECTION TWO: CHECK ONLY THE PROGRAM (SI YOU ARE REQUESTING FOR EXPRESS PERMITTING
® 401 Unit ❑ Stream Origin Determination _ it of stream calls - Please attach TOPO map marking the areas in questions
❑ IntermihentlPerennial Determination _ # of stream calls - Please allach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Welland (_linear 8 or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SEE, ❑Bkhd 8 Bt Rmp, ❑ Clear 8 Grub, ❑ Utility
® Low Density ❑ Low Densely -Curb 8 Gutter _
# Curb Outlet Swales ❑ Off site ISW _ (Provide Permit #)I
❑ High Density -Detention Pond _ # Treatment Systems
❑ High Densily-lnfillralion _ #Treatment Systems
❑ High Density Bio Retention _ # Treatment Systems
❑ High Density-Slormwater "'attends # Treatment Systems
❑ High Density -Other _ # Treatment Systems /❑
_
MODIFICATION: ❑ Major ❑ Minor ❑ Revision SW _(Fwide perm[#I
® Coastal Management ® Excavation 8 Fill
❑ Bridges 8 Culverts ® Structures Information
❑ Upland Development
❑ Manna Development ❑ Urban Waterfront
® Land Quality ❑ Erosion and Sedimentation Control Plan with 3.704 acres to be disturbed,(CK # (for DENR use))
SECTION THREE- PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scooing and express meeting requestl
Wetlands on Site ❑ Yes ❑ No
Buffer Impacts, ❑ No ❑ YES: —acre(s)
Wellands Delineation has been completed: ❑ Yes ❑ No
Isolated wetland on Property ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
404 Applicalion in Process wl US ACOE ❑ Yes ❑ No Permit
Received from US ACOE ❑ Yes ❑ No
Fill DHNR.
SDBNIIiAL DATES
Fee
SDSM17ALDATE$
Fee
CAMA
s B
Variance) Maj; Min)
S
SW 10 HD, 0 LD, C3 Gaol
I513
3i
dOt
S OD
LDS
s 1335.b
Stream DNer,_
5
NCDENR EXPRESS Seplember2009

Letter of Transmittal
To:
NCDENR WATER QUALITY SECTION
We are sending you the foilowin
Shop Drawings X Prints
Copy of Letter Specs
Change Order Plans
Date: 2-25-2009 1 Proi. No.: 2007-17
Attention: 5COTT VIN50N, PE
RE: CHOWAN RIVER BRIDGE
51TEIMPROVEMENT5
ID#: 000700701A
Samples
Payment Application
X Other
Copies
Date
No.
I Description
2
15WI01FORM
2
DEED RE5TRICTION5
2
OSM AGREEMENT
2
BMP SUPPLEMENT
2
5W NARRATIVE
2.
2, 10, 8 100-YEAR STORM 5A/DA CALCULATIONS
2
PIPE CALCULATION5
2
5TOR_MW_ATER PLAN5 AND DETAILS
I
_
_
DRAINAGE AREA MAP
These items are transmitted as checked below:
X For Approval Reviewed
X For Your Use Reviewed as Noted
As Requested Revise & Resubmit
For Review and Comment Returned No Action
Prints returned after Loan to us
Remarks:
Co ies:
X Architect: X Owner Erik Christofferson
X Englneec Other:
Contractor: Other:
y
FEB � 6 2003
MC ®ENR
signed: JOHN K. FAMA5, AIA
ARCHITECTURE P.O. BOX 20662
PLANNING GREENVILLE, NC 27858
DESIGN OFFICE: 252-355-1068
FAX: [phone]
[e-mail]

APR
12002
Right of Way
STATE OF NORTH CAROLINA p+yislpp 1
DEPARTMENT OF TRANSPORTATION
MICHAELF. EASLEY
GOVERNOR
STATE PROJECT:
AIR SPACE NUMBER:
F. A. NUMBER:
I. D. NUMBER:
COUNTY:
DESCRIPTION
SUBJECT:
MEMORANDUM TO:
LYNDO TIPPETT
.SECRETARY
April 5, 2002
8.11093
8.T010602
DPI-0199(005)
R-2512 A
Chowan
Surplus right of way along US 17
Delivery of Abandonment and Disclaimer to County of
Chowan--Former claim of N/A
Mr. J. M. Kinlaw
FROM: ` t* G. Creech, Jr.
Attached please find an original and one copy of an Abandonment and Disclaimer to
County of Chowan. This instrument covers a 0.298 acre area of surplus right of way
along US 17 in Chowan County.
The current value of the 0.298 acre area of surplus right of way is $2,000.00. County of
Chowan submitted the entire payment on January 23, 2002. If there are any outstanding
easements, please have them executed upon delivery of instrument.
Please submit through this office, to Jim West, State Right of Way Agent, a plan change
for this project in accordance with Section 14.46 of the NC DOT Right of Way Manual.
Please advise the Division and District offices that the Department no longer has any
interest in this surplus right of way.
Your cooperation and assistance in this matter is greatly appreciated. Should you have
any questions, please advise.
JGCJr
Attachment
cc: Mr. D. R. Conner, P. E.
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
RIGH OF WAY
1546 MNL SEWCE CENTER
RAL GN NC 27699-1546
TEIEPtoNE 919-733-7694
FAX: [phone]
WEBS(TE. WWW.DOH.DOT.STATE.NC.US
LOCATION:
TRANSPORTATION BURRING
i SOUTMWIWINGTONSTR
RALEIGN NC

E-2
STATE OF NORTH CAROLINA
COUNTY OF CHOWAN
THIS DECLARATION OF ABANDONMENT AND DISCLAIMER
executed this the _S day of_A-PQt t_ 2002, by and between the
Department of Transportation, (hereinafter known as the Department), and COUNTY OF
CHOWAN, (hereinafter known as the GRANTEE); .
WITNESSTH:
THAT WHEREAS, the Department acquired highway. right of way for
State Highway Project 8.11093 for the construction of US 17 in Chowan County; and
WHEREAS, during the construction of State Highway Project 8.T010602,
the improvement of US 17, the Department determined the original bridge was surplus to
the its needs; and
WHEREAS, the GRANTEE, the underlying fee owner, has requested that
the Department abandon to it approximately 0.298 acre of the above -mentioned highway
right of way; and
WHEREAS, the Department has determined that the approximately 0,298
acre area is no longer needed for highway purposes and can be considered surplus; and
WHEREAS, the Department has determined the current value of the 0.298
acre of surplus highway right of way to be $2,000.00, which sum includes enhancement
value plus appraisal costs, which amount the Grantees have agreed to pay; and
WHEREAS, by that resolution adopted the 7th day of March, 2002, the
Board of Transportation abandoned the area of highway right of way as hereinafter more
particularly described, as a part of the State Highway System and has authorized the
Department to execute and deliver this instrument to the Grantee upon receipt from the
Grantee of the above -mentioned consideration;
NOW, THEREFORE, for and in consideration of $2,000.00 and other
good and valuable consideration the receipt of which is hereby acknowledged, the
Department, does declare the hereinafter- described area of highway right of way to be
abandoned as a part of the State Highway System and disclaims any interest of the
Department in and to the hereinafter -described area of right of way to wit:
BEGINNING at a point 39.644 meters (130.07 feet)
northwest of and normal to Survey Station 1+294.50,
survey Line —L- Rev.; running thence from the point of
beginning, a southeasterly direction in a straight line to a
point located 9.14 meters (30.0) feet northwest of and

F- 3
normal to Survey Station 1+294.50, Survey Line —L Rev.,
said point also located generally in the western right of way
line of the Wildlife Access Road known as Survey Line
Drive 3-; thence generally in a southerly direction along
and with the generally existing western right of way line of
Survey Line -Drive 3- along a line 18.28 meters (60 feet)
northwest of and normal to Survey Station 1+274.25,
Survey Line —L- Rev.; thence a southwesterly direction in a
straight line to a point located 18.28 meters (60.0 feet)
northwest of and normal to Survey Station 1+229.50,
Survey Line —L- Rev.; thence a northwesterly direction a .
straight line to a point 39.644 meters (130.07 feet)
northwest of and normal to Survey Station 1+229.50,
survey Line —L- Rev.; thence a northeasterly direction in a;
straight line to a point located 39.644 meters (130.07 feet)
northwest of and normal to Survey Station 1+240.315,
Survey Line —L- Rev.; thence a northeasterly direction in a
straight line to the point and place of BEGINNING and
containing 0.298 acre more or less.
This description was taken from the Master Plans for State
Highway Project 8.T010602 (8.11093) with said Master
Plans being on file in the Offices of the Department of
Transportation in Raleigh, North Carolina.
This abandonment and disclaimer is made subject to any underground or
above -ground utilities in existence at the time of the conveyance to Grantee. In the event
the Grantee should desire such utilities to be relocated or removed, the costs for said
relocation or removal shall be borne by the Grantee.
This abandonment and disclaimer is further made with the understanding
that the County of Chowan will indemnify and hold harmless the Department of
Transportation from claims arising from use by the County of the approaches and that
portion of the former US 17 Bridge over the Chowan River used as a fishing pier by the
County of Chowan.

E— 4
NORTH CAROLINA
WAKE COUNTY
This the day of 2002, personally appeared before
Notary Public of said County and State, Tammy Denning,
who being by me duly sworn, says that she knows the Seal of the Department of
Transportation and is acquainted with John B. Williamson, Jr., who is manager of Right -
of -Way of the Division of Highways of said Department, and that she, the said Tammy
Denning, is the Secretary to the Board of Transportation and Custodian of the Seal of the
Department of Transportation, and saw said Manager of Right of Way sign the foregoing
instrument, and that she, the said Secretary to the Board of Transportation and Custodian
of the Seal of the Department of Transportation, affixed said seal to said instrument and
signed her name in attestation of the execution thereof in the presence of said Manager of
Right of Way.
WITNESS my hand and Notarial Seal, the5T"' day of 19. fR I L 2002.
NOT, PUBLIC e
My Commission Expires:
September 8 2002

IN WITNESS WHEREOF, the Department has caused this
DECLARATION OF ABANDONMENT AND DISCLAIMER to be executed by its duly
authorized Manager of Right of Way on the day and year first above written.
ATTEST:
SEcRETARVro THE BOARIJbF
TRANSPORTATION AND CUSTODIAN
OF THE SEAL OF THE DEPARTMENT
OF TRANSPORTATION
STATE OF NORTH CAROLINA
DEP NT OF TRANSPORTATION�j
Biyy�
John B. Williamson, Jr.
MANAGER OF RIGHT OF WAY
APPROVED AS TO FORM:
ROY COOPER
LAttom G
LUoncra.1,
Assistant Attorney General

21
NORTH CAROLINA
CHOWAN COUNTY
THIS DEED made this 27 day of June, 1961, by Weyerhaeuser Company, a Corporation
existing under the laws of the State of Washington and qualified to do and doing business
in North Carolina as Weyerhaeuser Company, North Carolina Division, party of the first
part, to the State of North Carolina, party of the second part;
WITNESSETH:
THAT the said party of the first part, in consideration of SEVEN HUNDRED SIXTY ($760)
DOLLARS to it paid by the said party of the second part, receipt of which is hereby acknow-
ledged, has bargained and sold and by these presents does bargain, sell, and convey unto
the said party of the second part and its successors and assigns, a tract or parcel of land
in First Township, Chowan County, North Carolina, adjoining the lands of Weyerhaeuser
Company, North Carolina,Division and others, and commonly -known as a part of the Johns
Island property formerly owned by the M. G. Brown Company, Incorporated, a North Carolina
Corporation, and being more.particularly described as follows: -
BEGINNING at a stake in the Northern right -of way line of Highway U. S. 17, said
stake being North 20 degrees 15 minutes East 55.99 feet from the North corner of the U. S.
17 bridge over the Chowan River; thence'along the edge of the Chowan River the following
courses and distances: North 18 degrees 35 minutes West 106.0 feet; North 58 degrees 17
minutes West 41.9 feet; North 36 degrees 50 minutes West 133.1 feet; North 10 degrees 45
minutes West 157.2 feet; North 20 degrees 30 minutps West 72.3 feet to a stake in the edge
of the river; thence North 64 degrees 30 minutes East 314.7 feet to an iron stake control
point; thence South 25 degrees 30 minutes East 495.0 feet to an iron stake control point
in the Northern right of way line of Highway U. S. 17; thence along the highway right of
way line South 64 degrees 30 minutes West 325.0 feet to the point of beginning, and
containing 3.8 acres.
TO HAVE AND TO HOLD the aforesaid tract or parcel of land and all privileges and
appurtenances thereunto belonging to the State of North Carolina, the said party of the
second part, its successors and assigns, to their only use and behoof, forever.
And the said Weyerhaeuser Company,,for itself and its successors and assigns, cov-
enants with the State of North Carolina and its 'successors and assigns that it is seized
of the said premises in fee and has the. right to convey the same in fee simple; that the
same are free and cleat from all encumbrances, and it does hereby forever warrant and
will forever defend the said title to the same against the claims of all persons
whomsoever.
IN TESTIMONY WHEREOF, the said party of .the first part has caused this Deed to be
signed in its corporate name by its Executive Vice President and attested by its Secretary,
and sealed !-: th its common corporate seal, on the day.and year first above written.
(CORPORATE SEAL)
ATTEST:
Robert W. Bovd
SECRETARY
APPROVED AS TO FORM:
THOMAS WADE BRUTON -
Attorney General
BY: Parks H. Icenhour
Real Property Attorney
STATE OF WASHINGTON
COUNTY OF PIERCE
WEYERHAEUSER COMPANY
BY: Howard W. Mor an
E ECUTIVE VICE- RESIDENT
APPROVED FOR ACQUISITION:
D. S. Coltrane
DIREC OR OF ADMINISTRATION
I, Edith Askew, a Notary Public in and for.said County and State, do hereby certify
that on the 27th day of June, 1961, personally came before me Howard W. Morgan, Executive
Vice -President of Weyerhaeuser Company and Robert W. Boyd, Secretary of Weyerhaeuser
Company, who by me being duly sworn, says each for himself, that he knows the Corporate
Seal of Weyerhaeuser Company and that the seal affixed to the foregoing instrument is the
Corporate Seal of said Company, and that the name of Weyerhaeuser Company is subscribed
thereto by Howard W. Morgan, its Executive Vice-President,and that Howard W. Morgan as
Executive Vice -President and Robert W. Boyd as Secretary subscribed their names thereto,
and the Corporate Seal of Weyerhaeuser Company was affixed thereto by virtue of authority
duly given; and that the said instrument is the act and deed of said Company.
IN WITNESS WHEREOF, I have hereunto set my hand and Notarial Seal, this the day and
year first above written.
Edith Askew
NOTARY PUBLIC
My Commission Expires: January 29, 1963.

���coNsrpT
� a � SW "10g630''F
csAN
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue, Governor James H. Gregson, Director Dee Freeman., Secretary
4 March 2009
EXPRESS PERMIT REVIEW PROGRAM )�
kf e.
MEMORANDUM
TO: STORMWATER
Scott Vinson — Express Permits Coordinator
Division of Water Quality
FROM: David W. Moye
Express Permits Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: NC Wildlife Resources Commission
C/O Erik Christofferson
MAR 0 4 2009
Project Location: Adjacent the US 17 bridge at the end of the Wildlife Access Road (SR
1288) on the Chowan River and a manmade canal near Edenton in
Chowan County, North Carolina
Proposed Project: The applicant proposes to upgrade the existing boat access area by
relocating 2 boat ramps into the Chowan River and providing bathrooms
and concessions as well as access to the existing bridge section for
fishing access.
The original biological report for this project incorrectly identified the
wetland plants found in the planted area along the Chowan River
shoreward of the riprap sill. Please replace the biological report in your
package with the attached corrected one and refer to the 3rd paragraph
under Project setting for the corrected listing of wetland plants identified in
this area.
943 Washington Square Mall, Washington, North Carolina 27889
Phone: [phone] FAX: [phone] Internet: v .nccoastalmanagemenl.netl
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

Chowan Bridge Boating Access (AMENDED 4 March 2009)
NC WRC, c/o Erik Christofferson
Chowan County
Express Permit Review Program
Project setting
JKF Architecture, on behalf of the North Carolina Wildlife Resources Commission
(NC WRC), c/o Erik Christofferson, has requested that the attached application be
processed under the Express Permit Review Program.
The project site is located adjacent the upstream side of the US 17 bridge at the end
of the Wildlife Access Road (SR 1288) on the Chowan River and a ±40' wide by ±250' long
manmade canal near the Town of Edenton in Chowan County, North Carolina. The tract is
±4.06 acres and is the site of the public boating access to the Chowan River. Two boat
ramps (±100' apart) provide access into the manmade canal. A marked channel in the
Chowan River provides access into.the manmade canal and boat ramps. The shoreline
adjacent the canal is bulkheaded (±278') and each ramp has a short dock adjacent the
downstream side to aid in launch and retrieval of boats. The canal ranges in depth from
<1' to 5.5' below the normal water level (NWL) and the connecting water depth in the
Chowan River is ±3.4' below the NWL.
The Chowan River shoreline is stabilized with a riprap sill and planted Coastal
Wetlands including Cladium iamaicense, Scirpus validus, and Spartina patens. In addition
to the Coastal Wetland plants listed above, the area was also planted with Zizaniopsis
miliacea (southern wild rice). The sill and Coastal Wetlands were authorized by CAMA
Major Permit No. 42-OOMM that was issued on 22 March 2002 to construct sill projects at
various locations throughout the 20 Coastal Counties. The riprap sill ties into the canal
bulkhead at the upstream end, and runs the entire length of the property downstream and
abuts the old section of the US 17 bridge. The ±30' wide by ±600' long section of bridge
was left when the new US 17 bridge was constructed and was to be used as a fishing
access into the Chowan River.
The boating access site has a large gravel, asphalt and concrete parking area
surrounded by maintained lawn grass. Several myrtle bushes are located at the upland
interface of the Coastal Wetland area. The project site is bordered on the upstream (north)
side by undeveloped wooded wetlands. The site is bordered on the downstream (south)
side by SR 1288 and the US 17 Bridge and approach.
The site is ±5' above the NWL and a large portion of the site is covered with
impervious gravel, asphalt or concrete material. The Chowan River in this area is classified
as B-NSW by the Environmental Management Commission and is closed to shellfishing.
Project description
The WRC proposes to remove the existing boat ramps, docks, and wood bulkhead,
and construct ±365' of new vinyl bulkhead in the same alignment as the existing bulkhead.
The new bulkhead will close off the old boat ramps and the areas will be filled to the

Chowan Bridge Boating Access
NC WRC, c/o Erik Christofferson
Chowan County
Page Two
Express Permit Review Program
adjacent ground elevation. The new bulkhead will result in the filling of±1,200 ft2 of open
water associated with the removal of the existing ramps. A new double boat ramp
consisting of two 15' wide by 35' sections with an 8' wide gravel area between them is
proposed at the canal and river intersection and will be oriented in a westerly direction into
the river. The total width of the new structure will be 38' wide. A new ±38' wide by ±41'
long concrete and gravel approach will connect the boat ramp to the parking area. The
gravel area between the ramps will be covered with an 8' wide by 66' long floating launch
dock of which ±43.2' will be over water. The proposed boat ramp location will require the
excavation of ±7,791 ft2, including the access channel in the river and canal bottom, for a
consistent water depth of 5' below the NWL. The areas to be excavated include a ±30' by
±40' area at the proposed double ramp location with existing average depth of 3.4' below
the NWL (±71.1 yds'), and an area in the manmade canal and into the Chowan River
channel ±39' wide by ±169' long with an average depth of 3.4' below the NWL (±390.6
yds'). The 5' contour in the marked channel is 100' offshore at this location of the canal
mouth. The resulting spoil from the excavation will be placed in a created spoil area (50'
wide by 110' long) in the north east corner of the site outside of the 30' Coastal Shoreline
buffer. Once dry, the material will be used onsite as fill.
An 8' wide by 127' long access pier of which ±102' will be over water is proposed on
the downstream side of the new boat ramps to aid in launch and retrieval of boats. The
applicant is requesting the 8' width for the pier and launch dock since this is a handicap
accessible area and a public access. A 125' long breakwater of which ±102' will be below
the NWL is proposed under this pier to help create calmer water at the boat ramp location.
A series of 1'/2" wide slots are proposed every 1' and these openings will run from the
bottom contour to within 6" of the top of the structure. The maximum height of the
breakwater will be 1.0' above the NWL.
An 8' wide by 95' long boardwalk is proposed on the upstream side of the ramps
and a portion of the canal landward of the proposed bulkhead. Because the height of the
new bulkhead will be ±4' above the NWL, no permanent mooring is proposed or anticipated
in the canal.
Part of the proposed project involves providing access to the old bridge section to
provide fishing access into the Chowan River. When the old bridge was abandoned, the
NC DOT removed fill from the landward (old road bed) side of the bridge end bent to
prevent access to the bridge creating a 'hole' in the highground. A 10' wide by 32' long
wooden boardwalk is proposed over this area to provide pedestrian access to the bridge.
The bridge will be upgraded with a new wooden railing on both sides attached to the
existing concrete railing with closer spaced pickets, a series of 7 evenly spaced pole
mounted lights on the center line of the bridge for safety, and 4 handicap accessible areas.
Adjacent the bridge on the highground a 19' by 30' (dripline) building is proposed with
bathrooms and a vending machine area. The building will be located ±70' landward of the
old bridge section (NWL) and connected to the aforementioned boardwalk by a 10' wide
I

Chowan Bridge Boating Access
NC WRC, c/o Erik Christofferson
Chowan County
Page Three
Express Permit Review Program
concrete sidewalk. Additionally, a 5' wide side walk is proposed from the building to a 20'
by 60' (5-space) concrete handicap accessible parking area. The applicant proposes to
connect to an existing force main and water will be provided by the County.
The existing gravel, asphalt and concrete parking area will be removed, graded and
replaced with a ±180' wide by ±360' long (64,800 ftz) circular gravel parking area. The
parking area will provide 48 vehicle with boat trailer parking spaces (including 1 handicap
space), and an additional 18 vehicle spaces. As proposed, the project will result in
±73,477 ft2 (41.65%) of impervious surface for the entire site. The project as proposed will
result in ±15,719.4 ftz (25.56 %) of impervious surface within the 75' Coastal Shoreline
Area of Environmental Concern (AEC). Stormwater on the site will be treated via a
proposed stormwater detention pond located along the east side of the property in an
existing grassed area.
The applicant has applied for a Sedimentation and Erosion Control Plan from the
Division of Land Resources, as well as a Stormwater Permit from the Division of Water
Quality as part of the Express Application Process.
Anticipated impacts
The installation of the boat ramps and associated access channel excavation will
result in the excavation of±7,791 ft2 of river and canal bottom and the filling of±1,330 ftz of
river bottom. The removal of the existing boat ramps and replacement of the bulkhead will
result in the filling of ±1,200 ftz of canal bottom. The construction of the fixed and floating
pier/docks will result in the shading of±1,361.6 ftz. The project as proposed will result in
the disturbance of ±154,899.4 ftz (3.556 acres) of uplands as a result of the development
activities. The project as proposed will result in localized turbidity as a result of the
construction activities.
NOTE: The plats have been reduced from the original size and the scale is no
longer as stated on the plats. The correct scale is double the value stated. For
example, if the stated scale is 1 inch = 30', then the actual scale is 1 inch = 60'. If the
stated scale is % inch = 1', then the actual scale is'/z inch = 2'.
David W. Moye — 26 February 2009

Baldwin&
JanowslapA
ENGINEERING SURVEYINGPLANNING
CAMA NARRATIVE
CHOWAN RIVER BRIDGE SITE IMPROVEMENTS
CHOWAN COUNTY, NORTH CAROLINA
February 17, 2009
Project Name:
Chowan River Bridge Site Improvements
Location:
248 Wildlife Access Road, Edenton, NC
Developer:
NC Wildlife Resource Commission
Consultant:
Baldwin & Janowski, PA
1015 Conference Drive
Greenville, NC 27858
Phone:
252.756.1390
General Information:
This project site is located at 248 Wildlife Access Road (NCSR 1288) in Edenton.
The project site area is 4.056 acres.
Existing Site Information:
The existing site is used as a boat access, and has 2 concrete boat ramps, 2
existing piers, approximately 278 LF of wooden bulkhead, and a gravel parking
lot. There is an existing small pad of asphalt pavement connected the gravel
parking lot to Wildlife Access Road (NCSR 1288). The gravel parking lot contains
one grass island with a power pole. The existing boat ramps are currently
surrounded by asphalt pavement, with a grass island between the boat ramps
containing a power pole. The existing boat ramps, existing asphalt pavement,
gravel parking lot, existing bulkhead, and power poles mentioned above will be
demolished and disposed of in accordance with all existing local, state, and
federal regulations.
The public utilities available to serve the project site are as follows: an existing 6"
forcemain and existing 6" waterline are located just outside of the project site
along the northern side of Wildlife Access Road (NCSR 1288).
This project site consists of grades of less than 3%. Existing surface drainage
within the existing parking lot is captured by a single drop inlet and piped 120 feet
east to an existing ditch on the eastern edge of the project site. Existing on -site
surface drainage to the west and north of the parking lot is currently sheeting to
1015 CONFERENCE DRIVE GREENVILLE, NORTH CAROLINA 27858

14
the west and north respectively, draining into the Chowan River. Existing on -site
surface drainage to the east of the parking lot is currently sheeting to the east,
draining into the existing ditch on the eastern boundary of the project tract.
This site contains a man-made coastal wetland area.
Proposed Site Improvements:
The proposed project will consist of improvements to the existing site, including
two new concrete boat ramps with a floating dock, a new gravel parking lot,
approximately 365 LF of new bulkhead, a new concessions building and
associated sidewalks, a new walkway to the Old Chowan River Bridge, a wet
detention pond, and associated storm drainage system and utilities.
The project consists of removing the gravel and other construction material
located in the existing parking lot, and installing new gravel for the new parking
lot. The new gravel parking lot will contain two islands with 24 inch concrete curb
and gutter, as well as two drop inlets.
The proposed boat ramps are dual boat ramps with a floating dock between the
two boat ramps. Approximately 43.2 ft of the 70 ft dock will be a floating dock.
A PVC breakwater will also be installed as part of the development. A 125 linear
foot section of this proposed breakwater will be capped with a treated lumber, 8
foot wide walkway deck.
The proposed decks surrounding the proposed boat ramp and on top of the rock
breakwater exceed the limit of 6 ft, and are proposed as 8 ft in width to be
publicly and handicap accessible.
The project includes a new one-story framed concessions building to be
constructed next to the "Old Chowan River Bridge". This building will have its
own septic tank and effluent pump which will discharge into an existing 6 inch
force main located along Wildlife Access Road (NCSR 1288). Water services
are supplied by an existing 6 inch waterline also located along Wildlife Access
Road (NCSR 1288). A walkway is proposed from the new building to the "Old
Chowan River Bridge." The building is surrounded by concrete sidewalks
connecting to the new gravel parking lot and the proposed walkway to the "Old
Chowan River Bridge"
As part of this proposed development, approximately 365 linear feet of new
corrugated PVC bulkhead will be installed. Approximately 95 linear foot of this
proposed bulkhead will be capped with a treated lumber, 8 foot wide walkway
deck.

Q
The temporary stockpile area is proposed in the NorthEast corner of the site just
North of the proposed wet detention pond.
The proposed dredging will be done using mechanical dredging, as opposed to
hydraulic dredging.
Post -development, runoff from 2.55 acres of on -site area will be collected in a
proposed storm drainage system consisting of two drop inlets and 280 LF of
reinforced concrete pipe, flowing to a proposed wet detention pond, before being
discharged into a ditch on the eastern boundary of the site, which will drain into
the Chowan River. The wet detention pond is designed to remove 90% total
suspended solids, eliminating the need for a 30 foot off -site vegetated swale and
a level spreader. The storm water facilities will be designed in accordance with
the North Carolina Best Management Practices Manual. This project will also
require perimeter erosion control devices to minimize the potential for offsite
sedimentation.

APPLICATION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary_Applicant/Lando wrier Information
Business Name
Project Name (if applicable)
Nc Wildlife Resource Commission
Chowan River Bridge Site Improvements
Applicant 1: First Name
MI
Last Name
Erik
D
Christofferson
Applicant 2: First Name
MI
Last Name
I/ additional applicants, please attach an additional pages) with names listed.
Mailing Address
PO Box
City
State
NCSU Centennial Campus, 1751 Varsity Drive
RaleighjFAXNo.
N.C.
ZIP
Country
Phone No.
27606
USA
919 - 707 - 0010 ext.
_
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
2.''Agent/Contractor Informadon ,.'
Business Name
Jkf Architecture, Pc
Agent/ Contractor 1: First Name
MI
Last Name
John
K.
Farkas
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
1020 Red Banks Road
20662
Greenville
NC
ZIP
Phone No. 1
Phone No. 2
27858
252-355-1068
ext.
- - ext.
FAX No.
Contractor #
252 355 0216
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
<Form continues on back>
252-808.280P :: 9.888.4RCOAST :: www.nccoastalmanagement,net

i
Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Chowan County
248 Wildlife Access Road
1288
Subdivision Name
City
State
zip
N/A
Edenton
NC
27932 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
ext.
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Chowan
Chowan River
C. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ®Manmade ❑Unknown
Chowan River
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
❑Yes ®No
work falls within.
p on. 4. Site Descri tl
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
820 ft
176,679
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
3.759 acres, 0.297 acres,
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
5.0 ft ❑NHW or ®NWL
e. Vegetation on tract
The site includes an existing man-made coastal wetland area. Grass is located on the upland perimeter of the site
surrounding the existing gravel and asphalt.
I. Man-made features and uses now on tract
gravel drive, gravel parking lot, asphalt pavement at the boat ramp, 2 existing boat ramps, 278 If of existing wooden
bulkhead, existing bridge
g. Identify and describe the existing land uses adiacent to the proposed project site.
wooded area, US HWY 17 right-of-way, Chowan River
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
N/A
(Attach zoning compliance certificate, if applicable)
❑Yes ❑No ®NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>
252.808.2808 .. 1.888-4RCOAST .- www,nccuastaimanagement.net

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ❑No
(ii) Are there coastal wetlands on the site? C7i i �h 1 pi r 0- ®Yes ❑No
wt-Af lGh
(m) If yes to either (i) or bi) above, has a delineation been conducted? ❑Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Existing 6" forcemain next to the site along Wildlife Access Road (NCSR 1288)
o. Describe existing drinking water supply source.
Existing 6" waterline next to the site along Wildlife Access Road (NCSR 1288)
p. Describe existing storm water management or treatment systems.
None
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? ❑Commercial ®Public/Government
❑Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
Public boat ramp access, parking area, concession stand, and upgrade of the old Highway 17 bridge for fishing pier.
c.
Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Standard construction equipment including one motor grader, one backhoe, one bulldozer, and miscellaneous general
construction equipment. Equipment to be stored on site.
d.
List all development activities you propose.
Construction of boat ramp, bulkhead, gravel parking lot, storm drainage system, wet detention pond, concessions building,
sidewalks, sewer pump station, potable water service
e.
Are the proposed activities maintenance of an existing project, new work, or both? Both
f.
What is the approximate total disturbed land area resulting from the proposed project? 3.556 ❑Sq.Ft or ®Acres
g.
Will the proposed project encroach on any public easement, public accessway or other area ®Yes ❑No ❑NA
that the public has established use of?
h.
Describe location and type of existing and proposed discharges to waters of the state.
In both the existing and proposed conditions, storm water runoff from the extreme western and northern portions of the
project site sheet flows to the west and north, respectively, into the Chowan River. In the existing condition, storm water
runoff from the parking area is collected by a drop inlet and piped to a ditch on the easier edge of the tract. In the proposed
condition, storm water runoff from the building and parking lot will be collected by a storm drainage system of drop inlets and
piped to a wet detention pond for treatment before being discharged to the Chowan River.
i.
Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ®NA
j.
Is there any mitigation proposed? ❑Yes ❑No ®NA
If yes, attach a mitigation proposal.
<Form continues on back>
252-ft [)8.280ti .. i•8Q8-4R�OA3T :. wwu.nc.corxat;+2managetnent.n�eE

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form; (MP-7) the following dems'below, If applicable, must be submitted in order for the application
package to be complete. Items (a) — (0 are always applicable to any major development application. Please consult the application.
instruction booklet on how to properly prepare the required items below.`
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Noel Lang :Baucom .Phone No. (252) 923'8711,:.:
Address P 0 Box 125 FannJille, NC 27828-0125
Name NC DOT Phone No. [phone]
Address 113 Airport Drive, Suite 100, Edenton, NC 27932
Name: _ . .: -. ..one
one No
Or
,Address -
:
v,
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
unknown
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
T. Certification, and Permission 6Enter on Lantl
I understand that any permit Issued In response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date 2' 29r'I�o� Print Name _John K. Farkas, AIA
Signature
Please indicate application attachments pertaining to your proposed project.
EDCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
EDCM MP-3 Upland Development
EDCM MP-4 Structures Information
252-806.2808 :: 1.888-4RCOAST :: www.nr.coastalmanagemenl.ne`.

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
Breakwater
shoreline
NWL)
stabilization
Length
169 ft & 30 ft
76 ft (35 ft
(avg)
below water)
Width
39 ft & 40 ft
38 ft
Avg. Existing
Depth
3.4 ft NWL
3.1 ft NWL
NA
'u
Final Project
5.0 ft msl
`DNA..
Depth
5.00 ft NWL
`
'. NA
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
591 CY Sand
C. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? .If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB _
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
Area is to be dredged near new breakwater and new boat ramp.
a. Location of disposal area.
NorthEast corner of site as temporary disposal area.
d. High -ground excavation in cubic yards.
2,427 CY (for wet detention pond)
b. Dimensions of disposal area.
approximately 110 ft x 50 ft
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA ❑Yes ®No ❑NA
(r) If no, attach a letter granting permission from the owner. (u) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB _
OWL ®None
(ii) Describe the purpose of disposal in these areas:
N/A
I. (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(r) If yes, how much water area is affected?
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4
Foym DCM MP-2 (Excavation and fill, Page 2 of 2)
3. SHORELINE: STABILIZATION ❑This section not applicable
(if development is a wood groin, use MP-4 — Structures)
a. Tvoe of shnrelme stnhiloannn r,
®Bulkhead ❑Riprap ❑BreakwaterlSill ❑Other. _ Width: N/A
(RUPLA.C-E tAEN'�
C. Average distance watenvard of NHW or NWL: ( ft d. Maximum distance watenvard of NHW or NWL 27 ft
e. Type of stabilization material:
Corrugated PVC bulkhead
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 1200 Riprap
Breakwater/Sill 0 Other 1357 (new boat ramp)
i. Source of fill material.
sand from wet detention pond
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ®No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
Select Sand for bulkhead and boat ramp
4. OTHER;F/LL ACTIVITIES.: pThis section not applicable
(Excluding: Shoreline; Stabilization)
a. (i) Will fill material be brought to the site? ®Yes ❑No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW).
If yes,
(ii) Amount of material to be placed in the water zero
(iii) Dimensions of fill area 360 ft x 180xl ft
(iv) Purpose of fill
To bring area of proposed parking lot to finished elevation.
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑cW ❑SAv ❑SB
❑WL ®None
(6) Describe the purpose of the fill in these areas:
N/A
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
By a series of silt fences and by early ground stabilization. Also by backhoe, hydraulic dredge
directing runoff to the wet detention basin during construction.
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
❑Yes ®No ❑NA site? ❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented. (6) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
February pal 2009 -
Date
Chowan River Bridge Site Improvements
Project Name
` John K. Farkas, AIA
Applic .
ApIpliC3 t ignature.
252-808-2808 n 11-88&4RCOA57:: wwva_nccc stalmaE�agemrsrek_net revised: 12,128106

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
1 New 1-story framed building, parking lot, sidewalks
C. Density (give the number of residential units and the units per
acre).
N/A
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes ❑No ❑NA
(6) If yes, list the date submitted: Part of the Fast Track
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
26,56%
i. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
41.65%
j. Describe proposed method of sewage disposal.
Public sewer
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, 'wash down" and residential discharges).
Some runoff will sheet flow west and north directly into the
Chowan River and existing Canal. Runoff from most of
the project site (in the parking lot) will be collected by
drop inlets and piped to a wet detention pond on the
eastern end of the project site.
b. Number of lots or parcels.
2
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
3.556 acres disturbed
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to,be used for impervious surfaces.
Concrete and CABC
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(1) Has a site development plan been submitted to the Division of
Water Quality for review?
Dyes ®No ❑NA
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
lYes KNo ❑NA
If yes, attach appropriate documentation.
on. Does the proposed project include an innovative stormwater
design?
❑Yes ®No ❑NA
If yes, attach appropriate documentation.
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-Form @CM MP-3 (Upland development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Public system, tapping into existing 6" waterline located on
Wildlife Access Road
o. When was the lot(s) platted and recorded?
9-25-1961
February g312009
Date
Chowan River Bridge Site Improvements
n. (i) Will water be impounded? ❑Yes ®No RNA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
252-608-2608 t: 1-888-4RCOAST :: wwvr.nceoastalmanagemant.net revised: 12f2C;06

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS 0This section not applicable
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
❑Commercial ®Public/Governmenl ❑Private/Community ®Yes ❑No
c. (i) Dock(s) and/or pier(s)
d. (i) Are Finger Piers included? ®Yes ❑No
(ii) Number 1
If yes:
(iii) Length 127 ft
(ii) Number 1
(iv) Width 8 ft
(iii) Length 66 ft
(v) Floating ❑Yes ®No
(iv) Width 8 ft
(v) Floating ®Yes ❑No
e. (i) Are Platforms included? ❑Yes ®No
f. (i) Are Boatlifts included? []Yes ®No
If yes:
If yes:
(ii) Number
(ii) Number
(iii) Length
(iii) Length
(iv) Width
(iv) Width _
(v) Floating ❑Yes ❑No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
h. Check all the types of services to be provided.
0
❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing
maintenance service
0
❑ Dockage, fuel, and marine supplies
❑ Dockage ("wet slips') only, number of slips: _
❑ Dry storage; number of boats: _
® Boat ramp(s); number of boat ramps: 2
❑ Other, please describe:
i. Check the proposed type of siting:
® Land cut and access channel
®Open water; dredging for basin and/of channel
[--]Open water; no dredging required
❑Other; please describe:
k_ Typical boat length: 18 ft
in (i) Will the facility have tie pilings?
❑Yes ®No
(ii) If yes number of tie pilings?
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Open runabout
I. (i) Will the facility be open to the general public?
®Yes ❑No
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Porm DCM MP-4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS ❑This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
® Toilets for patrons; Number: 2; Location: Concession building
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
Public sewer is available via a 6" force main from the Town of Edenton
C. Describe the disposal of solid waste, fish offal and trash.
N/A
d. How will overboard discharge of sewage from boats be controlled?
Sewage discharge will not be permitted. "NO SEWAGE DISCHARGE" signs will be posted.
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
2 signs adjacent to the boat ramp.
(ii) Give the location and number of "Pumpout Available' signs proposed.
zero
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
N/A
g. Where will residue from vessel maintenance be disposed of?
N/A
h. Give the number of channel markers and "No Wake" signs proposed. zero
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
N/A
j. What will be the marina policy on overnight and live -aboard dockage?
N/A
k. Describe design measures that promote boat basin flushing?
None; N/A
I. If this project is an expansion of an existing marina, what types of services are currently provided?
Existing facilities provide parking and boat ramp access.
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ®No
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form DCM MP-4 (Structures, Page 3 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
[-]Yes ®No
o. Is me marina/OOCKIng tacitly proposed within or adjacent to coastal wetlands/marsh (GIN), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (1NL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB _
OWL ®None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) - - ®This sectionnot applicable
a. (i) Is the boathouse struclure(s):
❑Commercial ❑Public/Governmenl ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note. Roofed areas are calculated from dripline dimensions.
4. GROIN, (e:g wood sheetpde, etc. If a rock groin use MP 2 Excavation and Fill) 0Thrs section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER a wood; sheet de etc. n
( 9� p ) I ❑IThis section not applicable
a. Length 102 feet b. Average distance from NHW, NWL, or wetlands
N/A
c. Maximum distance beyond NHW, NWL or wetlands
N/A
5. MOORING PILINGS and BUOYS ®;This sectionlnot applicable
a. Is the structure(s):
❑Commercial ❑Public/Government ❑Private/Community
c_ Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing _
7. GENERAL,
b. Number
J. Description of buoy (color, inscription, size, anchor, etc.)
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revised: 12 27ios
J

Form DCM MP-4 (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
Breakwater approximately 65 feet from closest property line N/A
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
6960 ft (1.318 miles)
e. (i) Will navigational aids be required as a result of the project?
❑Yes ENo ❑NA
(ii) If yes, explain what type and how they will be implemented.
d. Water depth at waterward end of structure at NLW or NWL
3.6 ft (NWL)
8. OTHER ®This section not applicable
a. Give complete description:
AppN,Jnt. Signatbre
2!52-808.280$ :: t-888-4RCOAST :: www.nccu.ssta lman7 gement.not revised; 12727106

eRIA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Director William G. Ross Jr., Secretary
Date
Name of Property OwnerApplyingfor Permit:
Mailing Address:
1 certify that I have authorized (agent) J� to act mi my
behalf, for the purpose of applying for and obtaining all CAMA Permits necessary to
install or coustract (activity)
at (my property located at)
C jL'vn\u^
This certification is valid thru (date)
Property Owner Signature
01�
Date
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity l Affirmative Action Employer — 50% Recycled 1 io%Post Consumer Paper