20160143 Ver 1_CAMA Permit Application_20160212

PAT MCCRORY
Governor
' DONALD R. VAN DER VAART
Secretary
- BRAXTON DAVIS
Coastal ManagementDirector
ENVIRONMENTAL QUALITY
fB ,� 2 1016
February 8, 2016 2 0 1 60 14 3
MEMORANDUM
TO: Karen Higgins, Compliance and Permitting Unit Supervisor
DWR - Water Quality Program
FROM: Doug Huggett, Major Permits Coordinator
Division of Coastal Management
SUBJECT: CAMA Permit Application Review
Applicant: John and Mui Chin, Wayne Chin; Water's Edge Grill
Project Location: US 158, Camden Causeway, Camden County
Proposed Project: Deck expansion, new platform, pier w/T-head, finger piers, mooring pilings
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 02/29/16 to Courtney Spears, Assistant Maior Permits Coordinator, 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:
SIGNED
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.
DATE
",!"—Nothing Compares --
State of North Carolina I Environmental Quality I Coastal Management
1367 US Hwy 17 South I Elizabeth City, NC 27909
252-264-39011252-264-3723 [fax]

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Water's Edge Grill
2. LOCATION OF PROJECT SITE: Camden Causeway, Camden, North Carolina
Photo Index: 2006: 237-7742 L8 2000: 237-1911 K8 1995: 167-1714 H8 &
1-19 1989: 126-1 K6, K7, L6, & L7 1984: 122-747 D15 and E15
State Plane Coordinates: X: 2821203.076ftUSE Y: 939808.172ftUSN
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit: October 12, 2015
February 2, 2016
Was Applicant Present: No
5. PROCESSING PROCEDURE: Application Received Complete: January 26, 2016
Office: Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan: Camden County
LUP Land Classification: Commercial
(B) AEC(s) ,Involved: PTW, EW, & ES
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing: Sewer
Planned: Sewer
(F) Type of Structures: Existing: Restaurant and associated infrastructure
Planned: Pier, finger piers, platform, tie pilings
(G) Estimated Annual Rate of Erosion: 0'
7. HABITAT DESCRIPTION: DREDGED FILLED SHADING
(A) Shallow Water Bottom: EW & PTW
3,227sf
(B) High Ground: ES
296sf
(C) Other: N/A
(D) Total Area Disturbed: 3,523sf .08 Acres
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
$. PROJECT SUMMARY: The applicant is proposing to expand an existing deck system
landward of normal water level (NWL). Development will also include a new platform
waterward of NWL, with a 98' pier, a "T" head, three finger piers, and 18 mooring
pilings for a total of 10 formal boat slips.

John and Mui Chin
Water's Edge Grill
Field Investigation Report
Page 2
Project Setting
The property in question, Water's Edge Grill is owned by John and Mui Chin, and is located on
the Camden Causeway, more specifically 435 US 158, Camden County, North Carolina. The
property falls within the Extra Territorial Jurisdiction (ETJ) of the City of Elizabeth City
approximately 750' east of the draw bridge crossing the Pasquotank River. Camden County
and Elizabeth City zone the property in question as commercial. Adjacent uses include a
condominium complex, with a 10 slip docking facility on the west side of the property and a 54
slip marina to the east. The property is bounded to the north by US 158 and to the south by
the Pasquotank River.
The property is the site of a restaurant, but is currently up for lease or sale by the owners.
Structures on the property include the main building with a separately pile supported 639
square foot (sf) second floor serving area, accessed by an exterior staircase on the west side of
the building. Waste and water services are provided by the City of Elizabeth City.
There are no structures waterward of the applicant's —326' bulkheaded shoreline.
Classification of the adjacent waterbody is SC from the Norfolk Southern Railroad Bridge above
the causeway to a line between Cobb Point and Hospital Point below the causeway. The
waters within the project area are "Joint" and as such are Estuarine Waters. Water depths
along the bulkhead are between -4' and -4.8'. Depths 156' offshore from the applicant's
property are between -6.8' to -7.3'. There are no wetlands or submerged aquatic vegetation on
or adjacent to the subject property.
Vegetation on the property is limited to a small number of ornamental shrubs and a variety of
domestic grasses and weeds. There are no known geologic formations or archaeological sites
associated with the applicant's property.
Develooenent Proposal
The applicant, John and Mui Chin, owners of the. Water's Edge Grill in Camden County,
propose to expand the existing deck system adjacent to their restaurant and construct a pier
with 2 tapered finger piers, a "T" Head at the end of the pier with 3 finger piers, and install 18 tie
pilings for the mooring of 10 vessels. The development will be constructed in 3,Phases.
No electric or water will be supplied to the slips and a sign will be posted prohibiting the
discharge of any waste from the vessels using the dock. The proposed structures will be a
minimum of 78' from the eastern riparian line and 87' from the western riparian line. The pier
alignment will be a total of 156' waterward of the existing bulkhead and will be slightly landward
of the alignment of the adjacent piers. The average water depth at the end of the docking
facility is -7'.
According to the application narrative, the proposed docking facility will be for the use of
customers at the restaurant and will not be for overnight use. The only exception will be the
use of the dock by the owners to moor their private vessel..

John and Mui Chin
Water's Edge Grill
Field Investigation Report
Page 3
Phased development proposed by the applicant is as follows:
1) The applicants have proposed the reconstruction and expansion of an existing open
wooden deck landward of the bulkhead within the 30' Buffer. This will be constructed as
Phase I of the applicant's development. Please note that the applicant's consultant
failed to include an existing deck on the west side of the building within the 30' buffer,
and upon which is a section of the stairs leading to the second floor serving area. The
calculations below include an area of deck omitted on the plan calculations.
Deck: Existing Deck:
363sf uncovered deck (no proposed change to this area)
553 75sf uncovered deck (729sf - 175.25sf covered by the second floor)
916.75sf = Area of existing "open" deck within the 30' buffer
(956.75sf total within the 75' AEC)
Phase I
New Deck within the 30' Buffer 296sfHlraunrtSladir�g
Total Area of Deck within the 30' Buffer: 916.75sf + 296sf = 1,212.75sf
2) The applicants propose to extend the deck noted in 1) on the previous page over the
water. This will result in the creation of 1,376sf of deck immediately adjacent to the
bulkhead.
Platform: This area will be constructed in two phases as shown on the plans
Phase 1
Center Section of Platform:
Phase 2
East Side Section of Platform: 55.3'
Total Area of Platforms
adjacent to the bulkhead =
39.74' x 15.37' (ave.) = 611 sf
x 13.67' (ave.) = 756sf
3.3' x 13.39' (ave.) = E
3) The project proposal includes a pier, finger piers, a "T" head with finger piers and 18 tie
pilings to be constructed as a part of Phase 3.
Pier: Extending from the platform constructed in Phase I.
6' x 98'5$$sf Offen Water Sfadmg}
Finger Piers: Located along the pier mainpier(2) tapered fingers.
2(12' x 3') = 72sf Open 1Naterhadirig;

John and Mui Chin
Water's Edge Grill
Field Investigation Report
Page 4
Located on the "T" Head at the end of the pier, (3) 5' x 15' fingers
3(15 x 5) = 225sfi Open Vl/ater `Sh dna ii
"T" Head: Located at the w_aterward end of thepier.
- ,
71'x 5'= 355sf�Op.�ea.VUate�=;Shading
Total OpenWate Shading. 3,227sf
4) A total of 18 free standing tie pilings will be installed around the finger piers tc
accommodate the mooring of 10 vessels as shown on the plans submitted for review.
Anticipated Impacts
1) Project will result in the shading of 3,227sf of open water from the pier, finger piers and
platforms.
2) High ground shading from decks will total.
3) The proposed development will temporarily disrupt animal populations within adjacent
waters and the project area.
4) Installation of pilings for the proposed piers may result in temporally suspending
sediments in the water.
5) During the project construction it is anticipated that noise levels may periodically
increase above surrounding background (ambient) levels from heavy equipment.
6) Treated wood leaches over time in surrounding waters and sediment. The amount of
leaching is dependent on the type of organic material present in the water bottom
substrate, oxygen levels and water movement; however, it is estimated that 90% of the
leaching will occur within the first 90 days.
Submitted Ey: Lynn Mathis
Date: February 3, 2016
.P

JAS! 2 65 791;5
Narrative for Water's Edge Grill DMEC
Elizabeth City, North Carolina
The Water's Edge Grill is an existing restaurant site on the Camden Causeway on US 158
east of Elizabeth City. It has served in that capacity for many years under different names
and ownerships. There is an area protruding into the Pasquotank River approximately
thirty-six feet. It is stabilized by wooden bulkhead and riprap. A portion of the restaurant
enclosure is located on the fill area as well as a deck used for dining and river viewing.
The finished surface of the deck is not level and should be leveled to match the proposed
new construction of decking and pier. The existing decking will be removed, the pilings
proof tested for load bearing capacity, replaced as necessary with sister pilings or
removed and new pilings placed. The final deck will at the same level and provide for
ADA access from the restaurant. There will be a protective railing around the perimeter
of the deck. The elevation of the deck will be at 4.0 feet msl. That elevation will
substantially remove the decking from nuisance flooding. The expected non -hurricane
event flooding rarely exceeds 3.5 feet msl. The access to the deck will be through the
restaurant only. The proposed decking over the public Trust Waters in Phase I will
provide for the connection of the pier and will remain open and free of tables, chairs, etc.
to allow unrestricted access between the pier and restaurant. The deck is listed as a
platform in the MP -4; e and is the total deck (platform) over the Public Trust Waters.
There is existing gravel parking at the project and no on-site modifications are planned.
The utilities are already present and will remain as they, are. There is a wooden bulkhead
along the majority of the shoreline. It was installed at various times and although not
consistent across the property in elevation and quality, it is still solid and functional.
There are no plans to perform any maintenance to any existing structures except the
existing deck. The proposed six feet wide main pier will be extended 98 feet beyond the
new decking so water depths of 7.5 feet may be attained to provide for vessels normally
using the Intracoastal Waterway. There is a Tee pier arrangement planned at the end of
the six feet wide main pier to allow for straight in access to the slips from the river and
maintain a deeper water depth. The main Tee pier will be five feet wide and seventy one
feet long. Attached to the Tee pier will be three piers of five feet in width and fifteen feet
long. The three piers will be larger than the normal finger piers in order to accommodate
the larger boats likely to use them. There will be three phases of construction planned.
The first will be the repair of the existing deck and a southern extension of it -adding 611-
sf. The second phase will be the east and west portions of the deck with 756 sf on the east
and 620 sf on the west side for a total of 1987 sf of new decking over Public Trust
Waters. The existing decking is not over the water and the total of new and existing
decking will be 3012 sf. The third phase will be the pier construction. No marina services
are planned for the site other than transient docking during normal serving hours of the
restaurant: Commercial overnight docking will not be allowed. The owner may dock his
personal boat for short terms.

There are no documented reports of SAV or presence of shellfish residue in any reports
of record. No activities are expected to re -suspend the littoral properties of the substrate.
The proposed work will be performed from a barge with a vibratory hammer to set the
pilings to a no penetration resistance. Materials will be placed on the barge as needed.
Water depth is adequate to move the barges without bottom disturbance. There is not a
large predominant wind fetch and the northeast winds will not seriously hamper docked
vessels. Winds from the east and southeast have a long fetch but are not frequent. It is
still prudent to furnish adequate tie pilings for short- term use. The only disturbing
activities planned are the placing of the pilings. The City of Elizabeth City has
jurisdiction at this site and plan to issue a zoning certificate compliance letter upon their
review of the plans.

000 MP4
APPLICATION fornul,civ So AN -�) '5 211-11
Mayor Development Permit
®E
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant(Landowner Information
Business Name
Project Name (if applicable)
Water's Edge Grill
Same
A.R. Chesson Construction Co., Inc.
Applicant 1: First Name
MI
Last Name
Agent/ Contractor 1: First Name
Wayne
Y.
Chin
Chris
Applicant 2: First Name
MI
Last Name
Agent/ Contractor 2: First Name
John & Mui
Last Name
Chin
Sam
If additional applicants, please attach an additional page(s) with names listed.
Jarvis
Mailing Address
PO Box
City
PO Box
State
35 Camden Causeway
138 Rich Boulevard
Camden
2266
N.C.
ZIP
Country
Phone No.
Phone No. 1
FAX No.
27921
Camden
757 - 789 - 3402 ext.
757 - 789 - 3862
Street Address (if different from above)
City
State
2 - 923 - 0302 ext.
ZIP
Same
252 338 9172
N/A
Email
Street Address (if different from above)
[e-mail]
City
State
2. Agent(Contractor Information
Business Name
A.R. Chesson Construction Co., Inc.
Agent/ Contractor 1: First Name
MI
Last Name
Chris
Morris
Agent/ Contractor 2: First Name
MI
Last Name
Sam
Jarvis
Mailing Address
PO Box
City
State
138 Rich Boulevard
2266
Elizabeth City
N.C.
ZIP
Phone No. 1
one No. 2
27909
252 - 338 - 9171
ext.
T2�
2 - 923 - 0302 ext.
FAX No.
Contractor #
252 338 9172
N/A
Street Address (if different from above)
City
State
ZIP
212 S Main Street
Bath
N.C.
27808 -
Email
[e-mail] or [e-mail]
<Form continues on back>

Form DCM MP -1 (Page 2 of 4) Recdoved APPLICATION for
JAN 2 6 2017
Major Development Permit
3. Project Location DMC
County (can be multiple)
Street Address
State Rd. #
Camden
35 Camden Causeway
U.S. 158
Subdivision Name
City
State
Zip
N/A
Camden
N.C.
27921 -
Phone No.
Lot No..(s) (if many, attach additional page with list)
252 - 337 - 9888 ext.
N/A, , , ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
Pasquotank 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
Pasquotank 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.
Elizabeth City
4.' 'Site, Descrip'tion'... :.
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
X429' Fid Af',9Y,%ae&5 3S&, °
22,051
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
N/A, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
3' ❑NHW or ®NWL
e. Vegetation on tract
Thin hedge row along portion of west line; grassed strip along west and portion of south lines with an average width of 15
feet.
f. Man-made features and uses now on tract
Wood bulkhead along entire shoreline; Restaurant building, gravel parking lot, scattered asphalt paving, wood decking,
concrete pads
g. Identify and describe the existing land uses adiacent to the proposed project site.
West side: condominium units, pier, boat slips, East side:commercial marins, pier, boat slips, launch ramp.
h. How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
Marine Commercial
(Attach zoning compliance certificate, if applicable)
®Yes ❑No [INA
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 ❑NA
National Register listed or eligible property?
<Form continues on next page>
2 'R-203-2 A, 0B ., ' -a88-4PI,0AIS T vwvv.ra c 4( nnast a'Ignanno g

Form DCM MP -1 (Page 3 of 4) Received APPLICATION for
Major Development Permit
JAN 2 6 70IJ
m. (1) Are there wetlands on the site? DMEC ❑Yes ®No
(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.
Sanitary Sewer service is provided by the City of Elizabeth City
o. Describe existing drinking water supply source.
Provided by the City of Elizabeth City
p. Describe existing storm water management or treatment systems.
Sheet flow with grassed filter strip west and south sides, containment and filter area between bulkhead and gravel lot.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ❑Public/Government
❑Private/Com munity
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The business is a family restaurant serving lunch and dinner, includes outdoor deck dining and boat slips for transient
boating customers.
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.
A barge mounted pile driver to also serve as a work platform for decking etc.,will'remain in the water. Additional materials to
be stored in the gravel parking lot.
d. List all development activities you propose.
Repair an existing deck to level it, add new pilings and decking and pier pilings, decking with finger piers.
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? None ❑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.
No changes proposed to existing drainage. Drainage is sheet flow toward the river with grassed filter strip and an infiltration
containment area between the gravel parking lot and the bulkhead allowing detention and infiltration for the drawdown.
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>
,352.3')'" 2--13GS 1 a3 8 v 14 a aC,0 i=Y ST v1 vv "Pi . : C'�:"J ,a:. 194 m a 'n a!'61' in... Sit. n i':`','-

Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP -1) the following items below, if applicable, must be submitted in order for the application
package to be complete.' Items (a) _ (f) 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 Machelhe Cove Association, Inc. Attn. Patsy McGee Phone No.
Address,15 Camden Causeway, Elizabeth City, N.C. 27909
Name Halstead Venture Partners, LLC, attn. A.R. Chesson Phone No.
Address 43 Camden Causeway Elizabeth City, N.C. 27909
Name N/A Phone No.
Addeess
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
Major CAMA permit # 187-85, expired 12-31-90, Marjorie Basnight, permittee, pier, slips, T pier.
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.
7.- Certlfkafidn• andPermission 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.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date t � z I Print Name (2-6`S Morris (Avye,4) Received
Signature
Please indicate application attachments pertaining to your proposed project.
❑DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts DW -EC
®DCM MP -3 Upland Development
®DCM MP -4 Structures Information
x.32-'1033.-2'?30:S ., 888-4%',CGAS T a� :.,._r. nCcO aS:a-'m.a4--, gS: m n—.Pz-

Form DCM MP -3 JAN 2 6 7P,`6*
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.
aENERAL UPLAND DEVELOPMENT:
a. Type and number of buildings, facilities, units or structures
proposed.
Additional decking adjacent to existing deck to be
constructed over existing fill and rip rap stabilization. No
additional rip rap or fill is proposed.
c. Density (give the number of residential units and the units per d. Size of area to be graded, filled, or disturbed including roads,
acre). ditches, etc.
N/A 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
(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.
N/A
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.
84:9%
j. Describe proposed method of sewage disposal.
City of Elizabeth City
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).
N/A
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
N/A
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 ®NA
(ii) If yes, list the date submitted:
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?
❑Yes []No ®NA
If yes, attach appropriate documentation.
vats:, ed? 1212N/06
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m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
City of Elizabeth City
o. When was the lot(s) platted and recorded?
N/A
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
■ �
N L L. ; �J
JAN 2 6 7f?5
252_8a 8-2SSOS -. I-SU-4RC�G O F n rovisf ,s 1212610-6

7
Form ®Ciel MP -4
STRUCTURES
(Construction within Public Trust Areas)
4
JAS! 2 6 2016
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.
9. DOCKING FACILITYAWARINA CHARACTeRISTICS
a. (i) Is the docking facility/marina:
®Commercial ❑Public/Government ❑Private/Community
[I This' section, not applicable
b. (i) Will the facility be open to the general public?
®Yes []No
c. (i) Dock(s) and/or pier(s)
d. (i) Are Finger Piers included? ®Yes ONO
(ii) Number
5
If yes:
(iii) Length
1 6'x98'
(ii) Number
2
Q- 5'x71'
QM 5 - 5'x15'
(iii) Length
12'
(iv) Width
See above and dwg sheet 2 of 3
(iv) Width
Average 3.0'= 36sf ea
(v) Floating
❑Yes ®No
(v) Floating
❑Yes ®No
e. (i) Are Platforms included? ®Yes ❑No
If yes:
(ii) Number 1
(iii) Length varies
(iv) Width varies = 1987sf over water
(v) Floating ❑Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
10
(ii) Number of slips existing
0
L 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: 26'
f. (i) Are Boatlifts included? ❑Yes ®No
If yes:
(ii) Number
(iii) Length
(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:
Transient slips for use by restaurant customers, no long
term dockage
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
mixed types
I. (i) Will the facility be open to the general public?

Removed
m. (i) Will the facility have tie pilings? ®Yes []No JAN 2 0 2015
®Yes . ❑No
(ii) If yes number of tie pilings? DMEC
16
2. DOCKING FACILITY/MARINA. OPERATIONS 0This 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: ; Location: N/A
❑ Showers
❑ Boatholding tank pumpout; Give type and location: N/A
b. Describe treatment type and disposal location for all sanitary wastewater.
N/A
c. Describe the disposal of solid waste, fish offal and trash.
N/A
d. How will overboard discharge of sewage from boats be controlled?
N/A
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
2 proposed, one at water and one at land ends of access to pier
(ii) Give the location and number of "Pumpout Available" signs proposed.
N/A
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. N/A
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?
No commercial use of the slips for live aboard will be permitted. Overnight will be limited for occasional owner use only.
k. Describe design measures that promote boat basin flushing?
N/A, Open Channel

Recdowed
I. If this project is an expansion of an existing marina, what types of services are currently provided?
�N 207
N/A
D(C-EC
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ONO
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ONO
o. Is the marina/docking 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 ❑SB
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.
3. BOATHOUSE (including covered lifts) This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If 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
6, MOORING PILINGS and BUOYS ®This section not 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.
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
"�aiu„''3'-,crs:AM'A'„;t!s;v_?,�3!_,a'i_Acy`y�?�is3et'�;�•iu_::'yi£.�'d^�°.

� m f g
t
e. Are of the swing
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
86' (deck to riparian line)
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
1600' m/l
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.
127'
d. Water depth at waterward end of structure at NLW or NWL
-7.5'
18. OTHER j]This section not applicable
a. Give complete description:
The project will have an expanded open deck with 3012 sf of area. The area over public trust water is 1987sf. The deck over
existing fill will be used as outdoor dining and normal outdoor food service events. The deck over Public Trust Water will be
for observation and water related functions.The pier will be extended to allow deeper draft vessels access to the restaurant.
Ten slips are planned and will serve as short term access to the restaurant. No normal marina services will be offered. An
adjacent existing marina offers full services for longer term docking, fuel, ramp, and maintenance.
Date
Water's Edge Grill
Project Name
Chris Morris (Agent)
Applicant Name
Applicant Signature
JAS! 2 6 F"
252-300-2808 ,. . �a=� s.�, a� �. � trr� �a3 �e*a aav,a� s �e<,�se 1 1�7(nG

MAJOR PERMIT
FEE MATRIX
Ell"
Applkant:
Selection
Development Type
Fee
DCM %
DWO %
(114300 1601 435100093 1625 6253)
(24300 1602 435100095 2341)
I. Private, non-commercial
development that does not
$250
100%($250)
0%($0)
involve the filling or
excavation of any wetlands
oro en water areas:
11. Public or commercial
development that does not
$400
100%($400)
0�,o ($o)
involve the filling or
excavation of any wetlands
or open water areas:
111. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A..
B, C, or D below applies:
III(A). Private, non-
commercial development, if
$250
100%($250)
0%($())
General Water Quality
Certification No. 3490 (See
attached) can be applied:
Ill(B). Public or commercial
development, if General
$400
1.00% ($400)
0% ($0)
Water Quality Certification
No. 3490 (See attached)
can be aEplied:
I I I(C). If General Water
Quality Certification No.
$400
60%($240)
40%($160)
3490 (see attached) could
be applied, but DCNI staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to'water quality or
a uatic life:
III(D). If General Water
Quality Certification No.
$400
60%($240)
40%($160)
3490 (see attached) cannot
be applied:
IV. For development that
involves the filling and/or
$475
60%($285)
40%($190)
excavation of more than
one acre of wetlands and/or
open water areas:

19
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ISSUE DATE: 01,,",,"16
DRAWN BY: CMM
CHK'D By: RSJ
JOB NO. 13101
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ISSUE DATE: 01,,",,"16
DRAWN BY: CMM
CHK'D By: RSJ
JOB NO. 13101
DWG. NAME:
SCALE:20'
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10
NOTES
1, OWNER: JOHN AND MUI CHIN
20190 MARKET STREET
ONANCOCK, VA 23417
2. CAMDEN COUNTY PIN #: 028923001907950000
1 RECORDED REFERENCE: D.B. 311, PG. 328
4, PROPERTY ZONING: MARINE COMMERCIAL (MC)
5. PROPERTY IS LOCATED IN A F.I.R.M. ZONE AE (EL. 5.3')
PANEL #370042 8923 J (EFFECTIVE 10/5/04)
6. THIS PROPERTY IS SUBJECT TO ANY EASEMENTS THAT A
COMPLETE AND THOROUGH TITLE SEARCH WOULD UNCOVER.
7, LOT AREA = 22,051 sq. ft. / 0.51 Ac,
8. EXISTING IMPERVIOUS COVERAGE:
EXISTING GRAVEL = 14,372± sq. ft.
EXISTING CONCRETE = 2,130± sq. ft.
EXISTING BUILDING = 2,765± sq. ft
TOTAL = 19,267± sq. ft. / 84.9%
9, SURVEY INFORMATION PROVIDED BY BOWMAN CONSULTING Ail,'D PERFORMED
ON JUNE 4, 2013.
10. ALL ELEVATIONS SHOWN ARE NAVID 38.
11. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND.
LapffQ
PK NAIL
12, PROPOSED IMPROVEMENTS: PHASE 1 EXISTING DECK TO BE REPAIRED = 729 sq. ft,
(LOCATED OVER FILL)
PROPOSED PHASE 1 DECK =
296 sq. ft.
(LOCATED OVER FILL)
OfiE
PROPOSED PHASE 1 DECK -
611 sq. ft.
(LOCATED OVER WATER)
65
TOTAL PHASE I DECK =
1,636 sq. ft.
PROPOSED PHASE 2 DECK =
1,376 sq. ft.
(LOCATED OVER WATER)
EXISTING WATER VALVE
PROPOSED PHASE 3 PIER =
1,240 sq. ft.
TOTAL IMPROVEMENTS =
4,252 sq. ft.
I
rx
9
Iffoo I mll"jIi"
I 'e j DE-C -K'= ­l, -02'5- -S -F"
u u � - '' ""­ "�% J�­. IRANT
00000 , 1 1111-11-111 RESTAU
EXISTING
w� , T
(OVER FILL)
a ca 0 6,,ILKHEA�, I r Q, 11 u
'I, C3 C3 00 L IiQ MARINA
DC70,
.. .......... . .
"it. ggg"�
PR'OPOSED PHASE 2 T
- .. . (Poo
DECK= 620 S.F. 46.3' UP Y'�
(OVER WATER)
... . ......
0
01 PROPOSED
OBSERVATION DECK
DECK SUMMARY
'E isTIN6 -'FILL 0OVER WATER
UPLAND ()
. ... ....... . .19,
1CI C7 0 0 3 of:b 0 0 0 0 EXISTING --728 SF.
PROPOSED 297 SF. PROPOSED 0 V<l LU
<
DECK DINING 86,2'
+
TOTAL - 1,025 SF.
(OVER FILL)
PUBLIC TRUST WATER PHASE
PROPOSED - 1,987 SF.
TOTAL DECK SURFACE 15*
15'
TOTAL DECK AREA - 3,012
AREA= 3,012 SQ.F­F
PROPOSED PROPOSED PHASE 2
DECK= 756 S.F.
RAILING OVER WATER)
POINT D SCRIPTON KEY
DK - DECK ELEVATION NO SEWER 0
BH - TOP BULKHEAD ELEVA' ',)N DISCHARGE SIGN PROPOSED PHASE 1
SH - SHELL ELEVATION BETV,(:.[:N DECK= 611 S.F. 0
BULKHEAD AND DECK (OVER WATER)
PROPOSED PIER TO
ATTACH TO PHASE 1
SOUNDINGS ARE ELEVATION, NORMAL WATER LEVEL= 0.00'
NORMAL HIGH WATER LEVEL= 0.35°-
DECK + 0
BASED ON NWL OF 0.00'
DEPTH FROM MLW = ELEVA -,ON NORMAL LOW WATER LEVEL= (-0.35')
Z SHOWN (-0.35') PROPOSED SIGN
NO BOAT DOCKING ALONG PIER
0
6' x 98' PIER PIER
FINGER PIER
AREA= 588 SQ.FT.
i 1 = 36 SQ.FT.
Z
TIE PILINGS (TYP.)
25' 118±
f 0
FINGER PIER 1 162x±
1 10
36 SQ.FT. 10 12'
143'±
ai
2 12' 12'
S 9 12 0 0
__ ____ i i -11
"'o -1 � — — — — — — - - - --
AW — — — — — — ---
PIER
5' x 71' '"r PIER I 3
AREA= 355 SQ.FT. NO SEWER DISCHARGE +
14' 2 8 1 ------
+
AND DOCKING RULES; SIGN-\ 98.0'
5'
... .... . ...... 71'1
94,9
+
5' x 15' PIER
PIER
15 I PIER PIER 75 S.F. EACH
28'
0 . . ........ . ......
5'
�b 40'
4 6
+ 5 1 j
7
SUMMARY
6' PIER 588 S.F. I PUBLIC TRUST I AREA
FINGER PIERS 72 S.F.
5' PIER 580 S.F.
PUBLIC TRUST WATER AREA 4,613 S.F. 4 0
TOTAL 5,853 S.F. 4
14' TIE PILINGS (TYP.)
GRAPHIC SCALE
20' 0 101 20' 40' 80,
PASQUOTANK RIVER
CLASS SO
INDEX NO, 30-3-(7) IN FEET
PORTION OF DECK TO BE BUILT UP + I inch = 20 ft.
REV. - 10/15/15 - CAMA COMMENTS - CMM
Wl
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LapffQ
PK NAIL
IRON ROD SET
RIGHT OF WAY
Om
BOUNDARY
OfiE
OVERHEAD UTILITIES
L.Lj
(f)
WOOD FENCE
65
EXISTING SANITARY LINE
C)
0
EXISTING FIRE HYDRANT
wv
>1
EXISTING WATER VALVE
EXISTING WATER METER
Lli
EXISTING MANHOLE
0 sco
EXISTING SANITARY CLEANOUT
LTJ
EXISTING UTILITY POLE
EXISTING SIGN
EXISTING GRAVEL
Lli
Li
EXISTING PAVEMENT
0
EXISTING CONCRETE
I 'e j DE-C -K'= ­l, -02'5- -S -F"
u u � - '' ""­ "�% J�­. IRANT
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EXISTING
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(OVER FILL)
a ca 0 6,,ILKHEA�, I r Q, 11 u
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DC70,
.. .......... . .
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PR'OPOSED PHASE 2 T
- .. . (Poo
DECK= 620 S.F. 46.3' UP Y'�
(OVER WATER)
... . ......
0
01 PROPOSED
OBSERVATION DECK
DECK SUMMARY
'E isTIN6 -'FILL 0OVER WATER
UPLAND ()
. ... ....... . .19,
1CI C7 0 0 3 of:b 0 0 0 0 EXISTING --728 SF.
PROPOSED 297 SF. PROPOSED 0 V<l LU
<
DECK DINING 86,2'
+
TOTAL - 1,025 SF.
(OVER FILL)
PUBLIC TRUST WATER PHASE
PROPOSED - 1,987 SF.
TOTAL DECK SURFACE 15*
15'
TOTAL DECK AREA - 3,012
AREA= 3,012 SQ.F­F
PROPOSED PROPOSED PHASE 2
DECK= 756 S.F.
RAILING OVER WATER)
POINT D SCRIPTON KEY
DK - DECK ELEVATION NO SEWER 0
BH - TOP BULKHEAD ELEVA' ',)N DISCHARGE SIGN PROPOSED PHASE 1
SH - SHELL ELEVATION BETV,(:.[:N DECK= 611 S.F. 0
BULKHEAD AND DECK (OVER WATER)
PROPOSED PIER TO
ATTACH TO PHASE 1
SOUNDINGS ARE ELEVATION, NORMAL WATER LEVEL= 0.00'
NORMAL HIGH WATER LEVEL= 0.35°-
DECK + 0
BASED ON NWL OF 0.00'
DEPTH FROM MLW = ELEVA -,ON NORMAL LOW WATER LEVEL= (-0.35')
Z SHOWN (-0.35') PROPOSED SIGN
NO BOAT DOCKING ALONG PIER
0
6' x 98' PIER PIER
FINGER PIER
AREA= 588 SQ.FT.
i 1 = 36 SQ.FT.
Z
TIE PILINGS (TYP.)
25' 118±
f 0
FINGER PIER 1 162x±
1 10
36 SQ.FT. 10 12'
143'±
ai
2 12' 12'
S 9 12 0 0
__ ____ i i -11
"'o -1 � — — — — — — - - - --
AW — — — — — — ---
PIER
5' x 71' '"r PIER I 3
AREA= 355 SQ.FT. NO SEWER DISCHARGE +
14' 2 8 1 ------
+
AND DOCKING RULES; SIGN-\ 98.0'
5'
... .... . ...... 71'1
94,9
+
5' x 15' PIER
PIER
15 I PIER PIER 75 S.F. EACH
28'
0 . . ........ . ......
5'
�b 40'
4 6
+ 5 1 j
7
SUMMARY
6' PIER 588 S.F. I PUBLIC TRUST I AREA
FINGER PIERS 72 S.F.
5' PIER 580 S.F.
PUBLIC TRUST WATER AREA 4,613 S.F. 4 0
TOTAL 5,853 S.F. 4
14' TIE PILINGS (TYP.)
GRAPHIC SCALE
20' 0 101 20' 40' 80,
PASQUOTANK RIVER
CLASS SO
INDEX NO, 30-3-(7) IN FEET
PORTION OF DECK TO BE BUILT UP + I inch = 20 ft.
REV. - 10/15/15 - CAMA COMMENTS - CMM
Wl
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ISSUE DATE: 01jW,,"16
Y. Cmm
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CHK'D By: RSJ
JOB NO. 13101
DWG.- NAME:
SCALE:20'
HORIZ: N/A
VE V
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ISSUE DATE: 01jW,,"16
Y. Cmm
DRAWN B_
CHK'D By: RSJ
JOB NO. 13101
DWG.- NAME:
SCALE:20'
HORIZ: N/A
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