20161236 Ver 1_CAMA Application_20170120

13
ROY COOPER
WILLIAM G. ROSS, JR.
- ED-
WE
Coastal Management O2017 BRA1T0\ DAVISENVIRONMENTAL QUALITYJanuary 19, 2017 R _ S,
MEMORANDUM
MEMORANDUM c 7 0 0 8 7
TO: Karen Higgins, Compliance and Permitting Unit Supervisor
DWR - Water Quality Program
FROM: Lynn Mathis, Field Specialist
THROUGH: Doug Huggett, Major Permits Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: THOMAS & JULIE GARDNER
Project Location: 228 Osprey Drive, Albemarle Shores Subdivision, Chowan County
Proposed Project: FILL WETLANDS, BULKHEAD, RETAINING WALL, PIER,
PLATFORM, DWELLING
On December 29, 2016, the Division sent you a copy of the major permit application package for
Thomas and Julie Gardner. In order to reduce habitat impacts, the Gardners have revised their
request, and a resubmittal was received in the Elizabeth City office on January 17, 2017. Please
review the revised proposal enclosed, indicate below your agency's position or viewpoint on the
project, and return this form by 02/09/2017 to 400 Commerce Avenue, Morehead City, NC
28557 (fax: [phone]). If you have any questions regarding the proposed project, please
contact Lynn Mathis at [phone], ext. 234. When appropriate, in-depth comments with
supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
--'--Nothing Compares
State of North Carolina I Environmental Quality I Coastal Management
401 S. Griffin St., Ste 300 1 Elizabeth City, NC 27909
252-264-39011252-331-2951[fax]

ENVIRONMENTAL PROFESSIONALS, INC.
Planning for a Better Environment
P.O. Box 3368
Kill Devil Hills, NC 27948
Telephone: [phone]
Fax: [phone]
Email: [e-mail]
TO: North Carolina Department of Environmental Quality
Division of Coastal Management
Attn: Ms. Lynn Mathis
401 S. Griffin Street — Suite 300
Elizabeth City, NC 27909
U/ ATTACHED
LEITER OF TRANSMITTAL
Received
JAN 1 7 ?n1?
DATE: January 11, 2017
JOB NO.: 015 -039 -PT
RE: 'Phomas D. & Julie M. Gardner —
Osprey Drive — Albemarle Shores
COPIES
DATE
DESCRIPTION OF DOCUMENTS
1
1-11-17
Project Narrative
I Each
1
1-11-17
1-11-17
DCM MP -1, DCM MP -2, DCM-MP-3 & DCM MP -4 Forms
letter to The Great Dismal Swamp Restoration Bank -Request for Confirmation of
Acceptance for Mitigation Credits
1
Price Quote for the Purchase of Wetland Mitigation Credits from The Great Dismal
Swamp Restoration Bank
I ea.
12-2-16
letters to Adjoining Property Owners (2) & Certified Return Requests (Returned to
Sender — Unable to Forward
I
General Warranty Deed
1
9-27-15
Authorization to Act As Representative Form
27
1-9 x 24 Application Plat
THESE ARE 5UtfM11 ICU A, nca rtcv oc�.vr�c
q/ For your approval
For your use
0 As requested
REMARKS:
COPY TO:
c>' Review & Continent
Signature/Notarization
SIGNED:"41'e'014
_
Geor H. Wood, CEP, PWS
Environmental Professionals, Inc.

PROJECT NARRATIVE - -"""""
THOMAS D. & JULIE M. GARDNER JAN 17 7017
LOTS 30 & 31—OSPREY DRIVE
ALBEMARLE SHORES II
CHOWAN COUNTY. NORTH CAROLINA FUNRA r_ r
The applicant owns Lots 30 and 31 of Albemarle Shores 11 in Chowan County. The site is situated between
the improved Osprey Drive and Albemarle Sound. Highground along Osprey Drive is available for
wastewater disposal, and a highground area on the Albemarle Sound is desirable for residential
construction.
The project anticipates the need to fill wetlands which are subject to Section 404 of the Clean Water Act for
access and to support the residential construction. Also proposed is the construction of a bulkhead along
the eroding shoreline an average of 2 feet waterward of Normal Water yet not exceeding 5 feet. The
shoreline was surveyed on October 12, 2016, and this reflects the erosion that occurred during Hurricane
Matthew (October 9, 2016). An 85 -foot long pier with a 20 x 20 foot tee is proposed to provide access to
water for a shallow draft boat. Water depths at the end of the pier are approximately 3.5 feet.
Of the 1.968 acres of wetlands at the site, 0.14 acres are proposed to be filled for access and 0.27 acres for
house construction. All fill will be retained by a retaining wall with 15 -foot tiebacks. Mitigation is
proposed for unavailable wetland impacts from The Great Dismal Swamp Restoration Bank.

APPLICATION for JAN 'I
Major Development Permit ; ,# „K
(last revised 12/27106) North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name
Project Name (if applicable)
Applicant 1: First Name Ml
Last Name
Thomas D.
Gardner
7Applicant i First Name Ml
Last Name
Julie M.
Gardner
If additional applicants, please attach an additional page(s) with names listed.
........ .. . ....... ... ........... . ....................
Mailing Address .1 ............. - ... ................ .................. ........ ..
PO Box City State
44 Ford Avenue
Wharton NJ
............ . . ......
ZIP Country Phone No.
FAX No.
07885 USA 201 - 874
- 5801 ext.
.......... .. . ....... ..........
Street Address (if clifferent from above)
city State ZIP
Email
oardner505(d)qmafl.corn
...................... . -
..................... . . I I
2. Agent(Contractor Information
............ . . . ....... .. . .......
Business Name
Environmental Professionals, Inc.
Agent/ Contractor 1: First Name Ml Last Name
George H. Wood
. . .............. . ................................. .............. . .... . .............
I
Agent/ Contractor 2: First Name Mi Last Name
City State
Kill Devil Hills NC
Phone No. 2
252 - 423 - 1234 ext.
Mailing Address
ZIP
27948
FAX No.
252 441 0721
Street Address (if different from above)
1404 S. Virginia Dare Trail
Email
[e-mail]
. . ................... .............
PO Box
3368
Phone No. 1
252 - 441 - 0239 ext. 105
Contractor
....................
City state ZIP
Kill Devil Hills NC 27948 -
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Form DCM MP -1 (Page 2 of 4)
Received
IAN 1 11 :iilir
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Chowan
228 Osprey Drive
d. Approximate elevation of tract above NHW (normal high water) or
Subdivision Name
City
State
Zip
Albemarle Shores II
Pinus taeda, Nyssa sylvatica, Smilax bona-nox, Taxodium distichum, Mannolia virginiana, Typha latifolia
NC
-
Phone No.
Lot No. (s) (if many, attach additional page with list)
- ext.
30, 31, 1 ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
Albemarle Sound
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
Albemarle Sound
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.
Chowan
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
250
172,715.4 (2 tracts)
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
88,121.9, 84,593.5,
NWL (normal water level)
(if many lot sizes, please attach additional page with a list)
+/- 6' ❑NHW or ®NWL
e. Vegetation on tract
Pinus taeda, Nyssa sylvatica, Smilax bona-nox, Taxodium distichum, Mannolia virginiana, Typha latifolia
f. Man-made features and uses now on tract
None
g. Identify and describe the existing land uses adjacent to the proposed project site.
Residential
h. How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
A-1 Agricultural District
(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 [INA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No [INA
National Register listed or eligible property?
<Form continues on next page>

Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site?
®Yes ONO
(ii) Are there coastal wetlands on the site?
[]Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted?
®Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Received
None
of equipment and where it is to be stored.
JAPE z 7
o. Describe existing drinking water supply source.
E C
DMEC
None
p. Describe existing storm water management or treatment systems.
New
None
1.54 ❑Sq.Ft or ®Acres
S. Activities and Impacts
a. Will the project be for commercial, public, or private use?
❑Commercial ❑Public/Govemment
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Single -Family Residential
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.
Bulldozer for fill, water jets and vibrating hammer for bulkhead, saws and hammers for construction
d. List all development activities you propose.
Pool, single-family residence, access road, bulkhead, and pier
e. Are the proposed activities maintenance of an existing project, new work, or both?
New
f. What is the approximate total disturbed land area resulting from the proposed project?
1.54 ❑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.
None Existing
None Proposed
I. Will wastewater or stormwater be discharged into a wetland?
[]Yes ®No [INA
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>
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Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additionallnformation
In addition to this completed application form, (MP- f) the following items below, if applicable, must be submitted In order for the application
package to be complete. Items (a) — (t) are always applicable to any manor development application. Please consult the application
instruction booklet on how to property 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 t 1. he prese11 nt11 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 Michael Brown Phone No.
Address 10105 Orlando Stone Drive - Bristow, VA 20136
Name Louis Posedel Phone No.
Address 205 Cameron Glen Drive - Apex, NC 27502
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
None
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 Ad.
1 7. Certification and Permission to Enter on Land
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. Received
I further certify that the information provided in this application is truthful to the best of my knowledge. �1
Date January 11, 2017 Print Name George H. Wood JAN
SignatureDME
Please indicate application attachments pertaining to your proposed project. [,
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
®DCM MP -3 Upland Development
®DCM MP -4 Structures Information
2 ; 2 - f] {} 3 - 2 8 W� . , r e S i,� Fx , s I C t�:x AIS If

Received
Form DCM MP -2 JAN 1 7 2017
EXCAVATION and FILL DCM-EC
(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.
f 1. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
c. (i) Does the area to be excavated include coastal wetlandsimarsh
(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:
2. DISPOSAL OF EXCAVATED MATERIA!
a. Location of disposal area.
c. (i) Do you claim title to disposal area?
❑Yes ❑No [INA
(ii) If no, attach a letter granting permission from the owner.
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:
d. High -ground excavation in cubic yards.
®This section not applicable
b. Dimensions of disposal area.
d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
❑Yes []No [INA
(ii) If yes, how much water area is affected?
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
(NLW or
NWL)
stabilization
Length
Width
Avg. Existing
NA
NA
Depth
Final Project
NA
NA
Depth
f 1. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
c. (i) Does the area to be excavated include coastal wetlandsimarsh
(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:
2. DISPOSAL OF EXCAVATED MATERIA!
a. Location of disposal area.
c. (i) Do you claim title to disposal area?
❑Yes ❑No [INA
(ii) If no, attach a letter granting permission from the owner.
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:
d. High -ground excavation in cubic yards.
®This section not applicable
b. Dimensions of disposal area.
d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
❑Yes []No [INA
(ii) If yes, how much water area is affected?

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3. SHORELINE STABILIZATION ❑ This section not applicable
(if development is a wood groin, use MP -4 — Structures)
a. Type of shoreline stabilization:
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL: +/- 2
e. Type of stabilization material:
Wooden Bulkhead
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill +/- 20 c. yds. Riprap
Breakwater/Sill Other
i. Source of fill material.
Commercial Supplier
b. Length: 252 feet
Width: 1-
d. Maximum distance waterward of NHW or NWL: +/- 5'
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.
Unknown
h. Type of fill material.
Sand
4. OTHER FILL ACTIVITIES ❑This 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 wetlandstmarsh (CW).
If yes,
(ii) Amount of material to be placed in the water 20 c• vds•
(iii) Dimensions of fill area 252 x 2
(iv) Purpose of fill
Backfill Bulkhead
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 17.638 sc. ft. ❑None
(ii) Describe the purpose of the fill in these areas:
driveway & single-family residence
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)?
Fill material placed behind bulkhead or retaining wall(s). Backhoe
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 [INA site? ❑Yes ®No [INA
(ii) If yes, explain what type and how they will be implemented, (ii) If yes, explain steps that will be taken to avoid or minimize
N/A environmental impacts.
NIA
January 11, 2017 Thomas D. $ Julie M. Gardner Rawpl yah
Date ApplicaVNa,,eGardnerJAN 1 7 7119
ApplicanfAignature
Project Name D ME C
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Received
Form DCM MP -3 JAN ] t ?10''
UPLAND DEVELOPMENT DMEC
(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.
One
c. Density (give the number of residential units and the units per
acre).
one unit per 3.965 acres
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
(ii) If yes, list the date submitted:
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.
+/-6.6%
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.
5.5%
j. Describe proposed method of sewage disposal.
On -Site Wastewater - Ground Absorption
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industriall
commercial effluent, 'Wash down" and residential discharges).
None
b. Number of lots or parcels.
2 lots (combined)
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
1.54 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Concrete, Gravel
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
[]Yes ®No [INA
(ii) If yes, list the date submitted: N/A
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes ❑No ®NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
[3Yes ®No ❑NA
If yes, attach appropriate documentation.
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m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Well
o. When was the lot(s) platted and recorded?
July 16, 1998
January 11, 2017
Date
Gardner
Project Name
Thomas D. & Julie M. Gardner
Applicant Name l
Applicant Nnature
n. (i) Will water be impounded? []Yes ®No ❑NA
(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
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Received
Form DCM MP -4 IAN 1 7 7n17
STRUCTURES DMEC
(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 FACILITYIMARINA CHARACTERISTICS [3 This section not applicable
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
❑Commercial ❑Public/Government ®Private/Community ❑Yes ONO
c. (i) Dock(s) and/or pier(s)
(ii) Number
1
(iii) Length
85
(iv) Width
Q
(v) Floating
❑Yes ONO
e. (i) Are Platforms included? ®Yes ONO
If yes:
(ii) Number 1
(iii) Length 20
(iv) Width 20
(v) Floating ❑Yes ONO
Nota: Roofed areas are calculated from driptine dimensions.
g. (i) Number of slips proposed
1
(ii) Number of slips existing
Q
i. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water, dredging for basin and/or channel
®Open water, no dredging required
❑Other, please describe:
k. Typical boat length: 212
m. (i) Will the facility have tie pilings?
❑Yes ONO
(ii) If yes number of tie pilings?
0
d. (i) Are Finger Piers included? ❑Yes ONO
If yes:
(ii) Number
N/A
(iii) Length
N/A
(iv) Width/A/A
(v) Floating
❑Yes ONO
f. (i) Are Boatlifts
included? ❑Yes ONO
If yes:
(ii) Number
Q
(iii) Length
N/A
(iv) Width
h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
❑ Dockage ("wet slips') only, number of slips:
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
® Other, please describe:
cleats
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Open runabout
I. (i) Will the facty, be open to the general public?
❑Yes pgNo
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I
Z DOCKING FACILITYAWARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets Received
❑ Toilets for patrons; Number: ; Location:
IAN Y 4 41;
❑ Showers
❑ Boatholding tank pumpout; Give type and location: DMEC
to
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, If applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
I. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water qualify.
j. What will be the marina policy on overnight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ❑No
24i.•',F}I31; Aiitl :. i .,i iie .. .i.

t kr Ocivi (`tFiF —A" ( rzsr;'I.a3re* , flatle, 1 sit 4)
n. Is the marinaldocking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ❑No
o. Is the marinaldocking facility proposed within or adjacent to 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 OSB Received
OWL ❑None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ONO
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease. D M
EC
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) is the boathouse structure(s):
❑Commercial ❑Public/Govemment OPrivate/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. if a rock groin, use MP -2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
16. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial OPublic/Government OPrivatelCommunity
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Are of the swing
7. GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
dti2- 30 280 .. '14106 W?.>OWS .. a'€:vh"et8: 12'2'1;06

ll orrri 0CM -4 (`it€ iicttoros, i ra+lc 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines
25'
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
5.7 miles
e. (i) Will navigational aids be required as a result of the project?
❑Yes ❑No ®NA
(ii) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
< 30'
d. Water depth at waterward end of structure at NLW or NWL
8. OTHER ❑This section not applicable
a. Give complete description:
January 11, 2017 Received
Date JAN i '"I 7W
Gardner
Project Name D C M- C
Thomas D. & Julie M. Gardner
Applicant NaFll-1 4
Applicant Yignature
2 2-806'- 803 I-866 rIfMC"4A". $ s�'"y ruvif;4 e 1? -27:06

9_
Recei of
Y_ IAN V ,mr,
PUol1INS -.(
Pi ANNING fOR
A ISE rrER
ENVIRONMENT
January 11, 2017
The Great Dismal Swamp Restoration Bank, LLC
Attn: Ms. Beverly White
P.O. Box 6186
Chesapeake, VA 23323
Dear Ms. White,
This letter is to request confirmation of acceptance for mitigation credits for the Thomas D. and Julie M.
Gardner application for proposed impacts to wetlands.
Corps' Project Number:
Waterway:
Permittee's Name:
Location of Impact:
Permit Action:
Impacts (Acres/Linear Feet):
Impact NWI Classification:
Impact Hydrologic Unit Code:
Anticipated Mitigation:
In Process
Non -Riparian
Thomas D. & Julie M. Gardner
Albemarle Shores 11, Chowan County, North Carolina
CAMA & Corps' Permit
0.40 Acres
None
Pasquotank 03010205
0.80 Acres
Thank you for providing a letter of acceptance for these proposed impacts.
Sincerely,
Environmental Professionals, Inc.
7
Geo a H. Wood, CEP, PWS
P.O. BOX 3368 • KILL DEVIL HILLS, NORTH CAROLINA 27948
TELEPHONE: [phone] - FAX: [phone] • EMAIL: obxwood!

The Great Dismal Swamp RestorationBank, LLC
P. O. Box 6186
Chesapeake, VA 23323
January 12, 2017
Mr. George Wood
Environmental Professionals, Inc.
P.O. Box 3368
Kill Devil Hills, NC 27948
RE: Thomas D & Julie M Gardner
Albemarle Shores Il
Chowan County, NC
Dear Mr. Wood:
Phone [phone]
Fax [phone]
Received
.IAN f '0
MEC
The following price quote is given in reply to your request for the purchase of 0.80 wetland mitigation credits (HUC Code 03010205)
from The Great Dismal Swamp RestorationBank Timberlake Farm. These credits are currently available from our Timberlake
mitigation bank.
The cost will be Seventeen Thousand, Six Hundred Dollars IS 17,600.00). This quote will expire on April 30, 2017. You will need to
submit to the USCOE the necessary application for said mitigation, and receive USCOE permission to furnish said required credits
from our Timberlake bank.
To complete this transaction, we will require payment in full. Once payment is received, the credit sale will be reported to the US
Army Corps of Engineers. Please provide and/or confirm the following Information:
Corps Project N:
Waterway: Non -Riparian
Permittee Name: Thomas D & Julie M Gardner
Locality of Impact: Albemarle Shores 11, Chowan County, NC
Permit action (i.e., IP, NWP-39, enforcement, etc.) CAMA & Corps Permit
Mitigation Required (acres/linear feet): 0.80
Impacts NWI classification: None
Impacts Hydrologic Unit Code: 03010205
Mitigation Bank, Permittee, and Consultant agree not to discuss with any other party the details and/or pricing of this agreement,
unless necessary for regulatory matters. Information contained herein shall be held In the strictest confidence.
Thank you for allowing us to quote on this project. We look forward to working with you.
r
Sincerely,
kJzjL___
Beverly M4counting
e
Manager/Sales
GOSRB
CC: Pile

(PRIOR TO CONSTRUCTION)
U_aLA_L[ AREA � WET( AND AREA CALCl1LATI'
UPLANDS ON ROADSIDE OF WETLANDS = 1,2r ACRES
UPLANDS ON SOUNDSIDE OF WETLANDS ACRES
WETLANDS = 1.968 ACRES
POItJT RD. OSPREY DRIVE `—
G
ALBEMARLE SOUND
VICINITY MAP
NTS
4a�
PROPOSE
GRAVEL
�S DRIVEWA'
r
r
�.
(4
h
0
PROPOSED
SEPTIC DRAIN
AREA
&
1
EXISTIN(
(PROPOSED CONSTRUCTION CALCULATIONS)
AREA OF WETLAND FILL FOR DRIVEWAY = 5,891 SF
AREA OF WETLAGD FILL FOR HOUSE = 11,747 SF
AREA OF WETLAND FILL WITHIN 75' AEC = 148 SF
IMPERVIOUS SURFACE AREA WITHIN 75' ACE = 1,416 SF
TOTAL IMPERVIOUS SURFACE AREA = 9,436 SF
TOTAL AREA OF DISTURBANCE = 67,008 SF
1, NICHOLAS M. RACKLEY CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL
SURVEY MADE UNDER MY SUPERVISION FROM THE DEED DESCRIPTION RECORDED IN D.B. 475, PG. 738 & D.B.
475, PG, 741; THAT THE BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN; THAT THE RAl-10 OF PRECISION
AS CALCULATED IS 1:10,000+; THIS MAP WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED.
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS 12TH DAY OF OCTOBER, 2016.
I, NICHOLAS M. RACKLEY PLS -5062, CERTIFY,
F(11) C. THAT THE SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND
AND DOES NOT CREATE A NEW STREET OR CHANGE AN EXISTING STREET_
r.`
CROSS SECTION A CROSS SECTION B PROPOSED
(TO BE DESIGNED BY OTHERS) (TO BE DESIGNED BY OTHERS) DWELLING
TOP OF PROPOSED RETAINING WALL & DRIVEWAY TOP OF PROPOSED RETAINING WALL
I
FILL. AREA of
i I �
01 N
1w
BOTTOM OF PROPOSED RETAIHING WALL
NOW OR FORMERLY
BROWN
D B. 470, PG, 205
P_C. 1, SLD- 165A -D
CONTROL REPAIR AREa' / - CO—
CULVERTS
f CORNER (2)-24"RCP
_
� ar_
L7 ,
� 3t
20 E 0'O6° 06 2.023 ACRES
P
Q, � � 06��� PROT'OSED
2ULVERTS
P
1.942 ACRES
f � �
10, --
B
66�
DOW OR FORMERLY
POSEDEL
y 2 D.B. 349, PG. 351
P.C. 1, SLD- 165A -D
\ \
NOTES: �` \
1.) ,ALL DISTAh_-ES SHOWN ARE HORIZONTAL GROUND DISTANCES,
2.) AREA COMPUTED BY USING COORDINATE METHOD, A
3.) THE PROPERTY S LOCATED IN FLOOD ZONE "AE (6)" AND "SHADED X",
AS SHOWi1 iEREON, AND AS SHOWN ON FLOOD MAP PANEL \
372078640i1K, DATED OCTOBER 16, 2008. (FEMA FLOOD ZONES ARE
SUBJECT TO 0i, ,NGE).
4.) PROPOSED RETr,N:NG WALL TIE BACKS & SHORELINE BULKHEAD TIE
BACKS ANE 10 EXTEND ALONG THE ENTIRE LENGTH. THEY ARE NOT
SHOW THE Eh II ',E LENGTH HEREON FOR THE PURPOSE OF CLARITY,
5.) LAST FIELD WORK WAS DONE OCTOBER 12° 2016.
'T CURVE TABLE
CURVE HR, r.E:NGI, RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH
Cl
28 Cl
35.001'
15.16
46°50'06"
N53' 05' 43"E
27,82'
GRAPHIC SC CJI,
60 0 30 60 120
( FSI FEET )
T inch .r 60 ft.
240
WETLANDS o
TO o
REMAIN
PROPOSED BULKHEAD
WITH TIE BACKS
BACKFILL AREA
FOR BULKHEADING
BOTTOM OF PROPOSED RETAINING WALL
I
1
I I
i I
1
PROPOSED BULKHEAD.
TIE BACKS (SEE NOTE 4)
,
SHORELINE
SURVEY TRAVERSE LINE -
(6 -19-2015)
EXISTING GRADE
CROSS SECTION C
(TO BE DESIGNED BY OTHERS) PROPOSED PIER
j
TOP OF PROPOSED BULKHEAD & PIER l
NORMAL WATER LEVEL
V ALBEMARLE SOUND
BOTTOM OF PROPOSED BULKHEAD & PIER
PROPOSED RETAINING WALL
TIE BACKS (SEE NOTE 4)
vvtr,.
NICHOLAS M.
P.L.S. L— ,062
LINE TABLE.
LINE
BEARING
1 AU _'E
L1
S1° 42' 39'E
SET IRON REBAR
L2
S32` 14 35"W
we—
L3
S30' 29' 43"W
S9
L4
S2' 48' 55"W
-
L5
S46` 08' 21"E
7 O _
-- -- — — — — — —
— — PROPERTY TIE LINE
- - - - - - - - - - -
L6
S8` 07' 16"W22
1
-
L7
S59° 02' 23"W
L8
S71' 20' 16"W
_e 2 ; 1
L9
S36` 20' 36"W
4 "- \
UO
S41° 15 32'W
h u3
i
\
L1ITS
22`_ 53 27"W
L12
S17' 13 33'W
L13
S17' 13 33"W
016
L14
S30' 53 45"W
a 18
L15
N75° 16 37'W
mob. 3
1.16
N43' 17' 15"W
4 ;;O
L17
N12- 34' 13"A'
24
L18
N10° 42' 36"W
L19
N51° 34' 29"W
9
L20
S26° 07' S7"W
FS
L21
S31 27 47'E
T
L22
S33' 53 A'
'. z
L23
S28° 40 23"W
3, 1.6?
L24
S17' 11' 58"E
I--�
L25
S25° 12' 32"E,9
_,8
L26
S3W 03' 15"E
15 T0�
L27
S15' 15 02'E
i i1
L28
S6° 26' 31"W
0\
1.11' WELL COVERL29 S27` 45' 47"W �0,c5
ENCROACHMENT --
5.12' BULKHEAD
ENCROACHMENT
CONCRETE BARRIERS
/—TO BE REMOVED
_S66' 02' 15"W
5.94'
}0 °� 2.0' S58° 54 43"W
8.23'
i`• X� QK
S76° 22' 44"W
C %. —6.90'
P
3.0' PROPOSED
I S54` 15' 0%3"W PIER
F2_01 55.87'
2.0' S54' 15' 08"W 3-5' ?�a
18 35'
38' 12' 50'°W
554' 36` 40'W
14' -
38.24' S72° 05' 00"W
/a 40.16'
\2 SPARSE SUBMERGED
AQUATIC VEGETATION 'Z
8 05`8' 30"W
2LEGEND
j
PROPOSED WELL
17,
WETLAND SYMBOL
0
SET IRON REBAR
EXISTING IRON REBAR
0
CALCULATED POINT
PROPERTY LINE
-
-- PROPERTY EXTENSION
_
PROPERTY LINE FADED FOR CLARITY
-- — — —
RIGHT OF WAY LINE
-- -- — — — — — —
— — PROPERTY TIE LINE
- - - - - - - - - - -
- - - 404 WETLAND LINE
A X1 WATER DEPTH (9-8-2016)
- — FEMA FLOOD ZONE LINE
30' CA.MA BUFFER
PROPOSED BULKHEAD & REWALL
..................... ,................. ..,................... . ADJOINERS EXISTING BULr HL,
PROPOSED WETLAND FILL
PROPOSED CONCRETE
PROPOSED PATIO
ra ca
w u
I�