20170404 Ver 1_CAMA Application_20170405

r
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
N_rit,
y 0.
BRAXTON DAVIS
Coastal Management Director
ENVIRONMENTAL QUALITY
March 29, 2017
TO: Karen Higgins 2 0 1 T
401 & Buffer Permitting Unit Q Q
DWR/Water Quality Permitting
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather.coat ov
Fax: [phone] (Courier 04-16-33) 17: 4 V
SUBJECT: CAMA Application Review b ql APR U 5 2017
Applicant: Glenn & Carol Meyer v _u,,,..__
Project Location: 6224 Quail Run Rd., adjacent to Cedar Is. Basin/canal
Masonboro Sound, in New Hanover County
Proposed Project: to replace an existing private docking facility
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by April 21, 2017. If you have any
questions regarding the proposed project, contact Courtney Spears at [phone] when
appropriate in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
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 DATED
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Glenn and Carol Meyer
2. LOCATION OF PROJECT SITE: 6442 Quail Run Road, off Greenville Loop Rd., adjacent to Cedar Island
Basin/canal, in Masonboro Sound, New Hanover Co.
Photo Index - 2006: 22-7422, M, 14 Latitude: 34°11'19.78"N Longitude: 77050'04.57"W
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 7/8/16 and 3/9/17
Was Applicant Present — Yes (agent)
5. PROCESSING PROCEDURE: Application Received — 03/23/2017 (completed)
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - New Hanover Co./Wilmington
Land Classification From LUP - Conservation
(B) AEC(s) Involved: EW, PT, CW, ES
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Municipal Sewer
Planned - None
(F) Type of Structures: Existing — timber bulkhead, stepdown water accesses (2), private pier &
floating dock
Planned — New access pier, gazebo, boathouse, boatlift2 (2) and fixed
platforms
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
nRFnr.Fn FII I Fn OTHER
(A) Vegetated Wetlands - Shaded
60 sq. ft.
(B) Non -Vegetated Wetlands — Open Water
4500 sq. ft.
1033 sq. ft.
(C) Other - Highground
240 sq. ft.
(D) Total Area Disturbed: 5,833 sq. ft. (0.13 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicant proposes to replace an existing private docking facility within the
Cedar Island Basin.

Glenn and Carol Meyer
Page Two
9. PROJECT DESCRIPTION
The project site is located at 6442 Quail Run Road, off Greenville Loop Rd., adjacent to the Cedar Island
Basin, in Masonboro Sound, in New Hanover County. To locate the property from Oleander Drive (NC
Highway17), turn onto Greenville Loop Road and travel west approximately 1.5 miles just before Bradley
Creek Elementary School. Turn left onto Old Military Road and travel east approximately 0.5 miles until
you reach Quail Run Road. Turn right onto Quail Run Road and the property of interest will be located
on the left.
The property consists of approximately 6.53 acres and the average elevation ranges from approximately
3.5 to 27.5 feet above normal high water (NHW). Upland vegetation consists primarily of hardwood
species such as Live Oaks and other woody species such as Pine trees. The property borders Cedar
Island Basin/canal, which is also shared by the adjacent riparian property owners and the residents of
Cedar Island directly across the basin to the east from the property of interest.
The property has approximately 250 linear feet of shoreline which is stabilized by an existing timber
bulkhead. Waterward of the bulkhead is a swath of coastal wetlands varying in width from approximately
3 to 15' consisting primarily of Spartina alterniflora. The applicant maintains an existing private docking
facility into the Cedar Island Basin/canal. The existing pier is approximately 20 feet in length by 6 feet in
width. An access ramp then leads onto an existing floating dock, measuring approximately 30 feet in
length by 8 feet width, which runs perpendicularto the shoreline and channel. There is a section of floating
dock measuring approximately 10' in width and approximately 22' in length at the end of the perpendicular
portion of the floating pier running parallel to the shoreline. There are two floating finger piers, one
extending from the northern side of the main portion of the floating dock measuring approximately 16' in
length by 5' in width and running parallel to the shore and a second extending southward and measuring
approximately 25' in length and 5' in width. The application states that existing docking facility
accommodates up to five (5) vessels in water depths ranging from -1' to -4' at NLW (See sheet 1 of MP -
4).
The New Hanover County/City of Wilmington Land Use Plan 2006 Update classifies the adjacent waters
as Conservation, and the adjacent high ground portion of the project area as Resource Protection. In the
project area, the waters of Cedar Creek are classified as SA, by the NC Division of Water Resources,
and they are CLOSED to the harvest of shellfish. These waters are designated as Primary Nursery
Area (PNA), by the NC Division of Marine Fisheries.
PROPOSED PROJECT:
The applicant proposes to replace an existing private docking facility within the Cedar Island Basin. Once
the existing docking facility is removed, a new raised walkway measuring approximately 6' wide by 25'
long running perpendicular to the shore will lead to another portion of raised walkway measuring
approximately 6' wide by 15' long running parallel to the shore. From the raised walkway a fixed pier
measuring approximately 6' in width by 19' in length will run in an easterly direction into the basin. From
the southern edge of the end of the fixed pier will be a gazebo measuring approximately 20' by 20'. From
the end of the fixed pier a ramp will lead to a floating section of pier running perpendicular to the shore
and measuring approximately 6' in width by 16' in length. At the terminus of this section of floating dock

Glenn and Carol Meyer
Page Three
will be a larger floating dock running parallel to the channel and measuring approximately 100' in length
by 10' in width. From the western edge of the southern portion of the floating dock there will be a
boathouse measuring approximately 14' by 28' with a 14' by 14' boatlift inside. There will be another 14'
by 14' boatlift on the western edge of the northern portion of the floating dock. The application also states
that the new facility would accommodate up to six (6) vessels in water depths of approximately -1 feet at
NLW to -4 feet at NLW (See Page 3 of 4).
The Cedar Island boat basin was originally permitted and dredged in 1969 under Federal permit # 26-69
and State Permit #184. Maintenance dredging was performed in 1977 and 1989 through State permit
#208-89. Most recently CAMA Major permit #9-03 was issued for maintenance excavation on 1/14/03
and it expired at the end of 2006. The applicant proposes to conduct maintenance dredging in the footprint
of the docking facility in an area of approximately 30' in width by 150' in length to a final depth of -4' at
NLW, removing approximately 400 cubic yards of material by bucket to barge excavation (See Page 3
and 4 of 4). The depth of -4' at NLW will connect to current water depths of -4 at NLW at the edge of the
dredge footprint. The dredge spoils will be taken approximately 0.5 miles to Shore Acres Co. property
behind US Army Corps property (AIWW DA_0248). Permission to dispose of materials on Shore Acres
Co. property was obtained by Maritech via email on 3/20/17.
10. ANTICIPATED IMPACTS
The construction of the new docking facility would incorporate approximately 1,333 additional square feet
of Estuarine Waters and Public Trust Area, within an area essentially usurped by the existing docking
facility. The proposed facility would extend approximately 41.5 feet into the waterbody, which measures
approximately 177 feet across, thus conforming to the'/ width rule. The proposed walkway, measuring
approximately 25 feet in length by 6 feet in width and 15 feet in length and 6 feet in width would be located
within the 30 -foot buffer and would impact approximately 240 sq. ft. of high ground. The proposed
structures would be located within the applicant's riparian access area and would not encroach into the
adjacent 15' riparian corridor setback requirements. The proposed 30' wide by 150' long by -4' at NLW
deep excavation will disturb approximately 4500 square feet of shallow bottom habitat and remove
approximately 400 cubic yards of muddy sand material. Once excavated the dredge spoils will be placed
on a nearby dredge spoil island. Minor increases in turbidity should be expected during excavation and
construction.
Submitted by: Courtney Spears Date: 3/28/2017 Office: Wilmington

Overbeck Marine Construction, Inc
3506 Tall Pine Ct.
Wilmington, NC 28409
[e-mail]
910-386-8883
Debbie Wilson January 13, 2016
Division of Coastal Management (DCM)
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Application for Major Permit
6422 Quail Run, Wilmington, NC 28409 (Glenn Meyer)
To whom it may concern,
On behalf of Mr. Glenn Meyer, we are applying for a CAMA Major Permit to
construct a new dock facility at this location. Currently there is a dilapidated facility
that consists of 5 slips which will be removed entirely prior to the start of this
project. Mr. Glenn Meyer would like to accommodate 4 vessels (2 large vessels and
2 runabouts). We are proposing to install a 6'x19' fixed pier, 20'x20' gazebo, 4 -
piling boat lift, boat house with integrated boat lift, 8'x100' floating dock, and
dredging around floating dock structures to a depth of -4' below NLW (please see
attached drawings).
Mr. Meyer purchased this 6.4 acre property with 250' of water front because
of the location in Cedar Creek Basin, a deep water basin that is well protected and
suitable for dockage of larger vessels and has a history of dredging. The basin was
originally authorized in 1969 under state permit #184 and federal permit 26-69.
Since then the basin has been maintained regularly, and most recently has dredging
under state permit 9-03 that expired at the end of 2006.
After speaking with Mr. Meyer and understanding his vision for the dock
facility, we designed the facility to accommodate two larger vessels (45-65') and two
runabouts (16'-35'). We are proposing a large floating dock (100' length) to
accommodate the 2 larger vessels (45'-65'); we have classified this as (4) 25' slips to
stay consistent with local regulations but are intending this to be used as dockage
for 2 vessels.
Robb Mairs has met with us on several occasions for site visits and has
helped us in positioning and design of the facility in order to comply with local DCM
regulations.
RECEIVED
DCM WILMINGTON, NC

Please let us know if you need any further information or clarification for the
proposed project. Thank you for your assistance in review of this application.
Sincerely,
Daniel Shirley, agent
Overbeck Marine Construction, Inc
910-386-8883
[e-mail]
RECEIVED
DCM WILMINGTON, NC

Ben INF4
APPLICATION for
Major Development Permit
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
OVERBECK MARINE CONSTRUCTION
Agent/ Contractor 1: First Name
DANIEL
Business Name
Project Name (if applicable)
Agent/ Contractor 2: First Name
Applicant 1: First Name
MI
Last Name
PO Box
GLENN
tate
MEYER
Applicant 2: First Name
MI
Last Name
Contractor #
CAROL
City
MEYER
ZIP
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
6117 CLAIRIDGE ROAD
WILMINGTON
NO
ZIP
Country
Phone No.
FAX No.
28404
USA
71Street
910 - 616 - 3451 ext.
Address (if different from above)
City
State
ZIP
6442 QUAIL RUN ROAD
WILMINGTON
NO
- 28409
Email
[e-mail]
2. Agent/Contractor Information
Business Name
OVERBECK MARINE CONSTRUCTION
Agent/ Contractor 1: First Name
DANIEL
MI
Last Name
SHIRLEY
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
3506 TALL PINE COURT
PO Box
CityTNC
WILMINGTON
tate
ZIP
28409
Phone No. 1
910 -386 -8883 ext.
Phone No. 2
ext.
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
Email
<Form continues on back>
RECEIVED
DOM WILMINGTON, NO

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
NEW HANOVER
6442 QUAIL RUN ROAD
284,447
Subdivision Name
City
State
Zip
6.53 ACRES , I
WILMINGTON
NC
- 28409
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
CAPE FEAR
CEDAR CREEK/BASIN
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
ICWW
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.
6452 QUAIL RUN ROAD: R-20 RESIDENTIAL, DOCK
NEW HANOVER
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
250
284,447
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
6.53 ACRES , I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
3.5'- 27.5' ®NHW or ❑NWL
e.
Vegetation on tract
PINE AND HARDWOOD TREES, WETLANDS, MISC. BRUSH, ORNAMENTAL LANDSCAPING
f.
Man-made features and uses now on tract
3 BDR, 2 BTH SINGLE FAMILY RESIDENCE
SHED, DIRT ROAD, DOCK
g.
Identify and describe the existing land uses adjacent to the proposed project site.
6436 QUAIL RUN ROAD: SINGLE FAMILY RESIDENCE, DOCK
6452 QUAIL RUN ROAD: R-20 RESIDENTIAL, DOCK
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
R-20 RESIDENTIAL
(Attach zoning compliance certificate, if applicable)
®Yes ❑No DNA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes (jJNo
k.
Has a professional archaeological assessment been done for the tract? If yes, attach a copy. [--]Yes WNo DNA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes [)allo DNA
National Register listed or eligible property?
<Form continues on next page>
RECEIVED
DCM WILMINGTON, NC

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? IXYes ❑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.
SEPTIC
o. Describe existing drinking water supply source.
ON SITE WELL
p. Describe existing storm water management or treatment systems.
CFPUA
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Govemment
PRIVATE ®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
PROPERTY IS TO BE USED FOR RECREATIONAL BOATING, PRIVATE DOCK FACILITY
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.
CONSTRUCTION OF A PIER, DOCKS, GAZEBO'S, BOATHOUSE AND BOAT LIFT DOCK FACILITY
SMALL PILE SETTING BARGE MOORED INSIDE
d. List all development activities you propose.
REMOVAL OF EXISTING DOCK. NEW CONSTRUCTION OF PIER, GAZEBOS, BOATHOUSE, BOAT
LIFT, FLOATING DOCKS AND WATER ACCESS STAIRS.
e. Are the proposed activities maintenance of an existing project, new work, or both?
NEW CONSTRUCTION AFTER REMOVAL OF EXISTING PIER AND DOCK
f. What is the approximate total disturbed land area resulting from the proposed project? 1,640 ®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
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>
RECEIVED
DCM WILMINGTON, NC

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 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 the present status of the
proposed project. Is any portion already complete? If previously authorized work, dearly 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 SHELBY CORBETT EAKINS Phone No.
Address 6436 QUAIL RUN ROAD, WILMINGTON, NC 28409
Name BRUCE B. CAMERON, IV Phone No.
Address 5723 WRIGHTSVILLE AVE., WILMINGTON, NC 28403
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.
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. 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.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date 9/13/2016 Print Name Daniel Shirley
Signature
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
RECEIVED
CCM WILMINGTON, NC

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 andlor fill activities. All values should be given in feet.
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. mud, sand
Approx. 400 cu yds below NLW
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
❑WL ®None
(ii) Describe the purpose of the excavation in these areas:
To create suitable depth for dockage of vessels at all tides
d. High -ground excavation in cubic yards.
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Spoil disposal island on the AIWW approx. 0.5 -mile from Area within Shore Acres Co. parcel R06300-002-003-000
site. Shores Acres Co. property (R06300-002-003-000) of approx. 0.3 -acres.
behind Corps' AIWW DA_0248
c. (i) Do you claim title to disposal area?
❑Yes ®No [INA
(ii) If no, attach a letter granting permission from the owner
d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
(ii) If yes, where?
Use of the Shore Acres Co. disposal area may be
requested for future maintenance dredging. Otherwise,
disposal for future maintenance dredging will be
specified by the dredging contractor.
e. (i) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water? RECEIVED
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), ❑Yes ®No [INA DCM WILMINGTON, NC
or other wetlands (WL)? If any boxes are checked, provide the
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization
Length
150
Width
30
Avg. Existing
-1' to 4
NA
NA
Depth
Final Project
4
NA
NA
Depth
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. mud, sand
Approx. 400 cu yds below NLW
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
❑WL ®None
(ii) Describe the purpose of the excavation in these areas:
To create suitable depth for dockage of vessels at all tides
d. High -ground excavation in cubic yards.
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Spoil disposal island on the AIWW approx. 0.5 -mile from Area within Shore Acres Co. parcel R06300-002-003-000
site. Shores Acres Co. property (R06300-002-003-000) of approx. 0.3 -acres.
behind Corps' AIWW DA_0248
c. (i) Do you claim title to disposal area?
❑Yes ®No [INA
(ii) If no, attach a letter granting permission from the owner
d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
(ii) If yes, where?
Use of the Shore Acres Co. disposal area may be
requested for future maintenance dredging. Otherwise,
disposal for future maintenance dredging will be
specified by the dredging contractor.
e. (i) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water? RECEIVED
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), ❑Yes ®No [INA DCM WILMINGTON, NC
or other wetlands (WL)? If any boxes are checked, provide the

number of square feet affected. (ii) If yes, how much water area is affected?
❑CW ❑SAV ❑SB
❑WL ®None
(ii) Describe the purpose of disposal in these areas:
a. Type of shoreline stabilization: b. Length:
❑Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other: Width:
c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL:
e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ❑No [INA
(ii) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
i. (i) Will fill material be brought to the site? ❑Yes ❑No [INA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
P, GENERAL
a. J How will excavated or fill material be kept on site and erosion
controlled?
c. (i) Will navigational aids be required as a result of the project?
❑Yes MNo [INA
(ii) If yes, explain what type and how they will be implemented.
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 fill in these areas:
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Bucket to barge
d. (i) Will wetlands be crossed in transporting equipment to project
site? []Yes ®No [INA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
RECEIVED
BeM ,NC

01-Pyl P,3
Date
January 13, 2017
Project Name
§W Quail Run
'Appli nt Name
Glen
RECEIVED
CCM WILMINGTON, NC

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
❑ 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 ®No
/
c. (i) Dock(s) and/or pier(s)
d. (i) Are Finger Piers included? []Yes ®No
(ii) Number
If yes:
(iii) Length 20' 100'
(ii) Number
(iv) Width 6'. 8'
(iii) Length
(v) Floating ®Yes ❑No
(iv) Width
(v) Floating ❑Yes ❑No
e. (i) Are Platforms included? ®Yes []No
f. (i) Are Boatlifts included? ®Yes ❑No
If yes:
If yes:
(ii) Number 2
(ii) Number 2
(iii) Length 19'. 20
(iii) Length 13'. 13
(iv) Width 6', 20'
(iv) Width 13' 13'
(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.
6
❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing
maintenance service
❑ Dockage, fuel, and marine supplies
5
® Dockage ("wet slips") only, number of slips: 6
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
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: 16'- 65'
m. (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).
Mixed Types
I. (i) Will the facility be open to the general public?
[]Yes ®No
RECEIVED
DCM WILMING70N NC

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
❑ Toilets for patrons; Number: ; Location:
0 Showers
❑ Boatholding tank pumpout; Give type and location:
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 quality.
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?
R VED
AGM WILMINGTON, Nj

m. Is the marina/docking facility proposed within rima or secondary nursery area?
Pes ❑No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
[]Yes -kNo
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
❑WL 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 section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Government ®Private/Community
(ii) Number 1
(iii) Length 28'
(iv) Width 14'
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 ❑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
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
RECEIVED
0CM WILMINGTON, NO

Z GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
South End of Floating Dock >15'
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
177'
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.
110'
d. Water depth at waterward end of structure at NLW or NWL
4'-6"
8. OTHER ❑This section not applicable
a. Give complete description:
We will be completely removing the existing facility (fixed pier and all floating docks). All new work will fall
within the 15' setbacks and will include: 6'x 19' fixed pier with 4'x 16' aluminum ramp (access to floaters), 6'x 20'
floating dock with 10,000 Ib. boat lift; 8'x 1 00'floating dock to accomodate 4 slips, 14' x 28'
boathouse with 16,000 Ib. boat lift; and 20'x 20' gazebo (roofline). Typical vessel size: 16'- 65'.
9/14/2016
Date
6442 QUAIL RUN
Project Name
GLENN MEYER
Applicant Name
Applicant Signature
RECEIVED
GCM WILMINGTON, NO

No. Description Date
3506 TALL PINE CT Mrd.+ & Mrs. Glenn Meyer PAGE 1 OF 4 (Existing Structures)
WILMINGTON, NC 28409 442 Quail Run Rd. Project Name QUAIL RUN
6 N
OVERBECK 910-386-8883 Date 6 MARCH, 2017 PAGE -0
M.,..., Wilmington, NC 28409 Drawn by GGPS
Ir
Checked by DJS Scale t" = 50' <

253'-3"
(L27)
C'
Bruce B.
6452 Quail' q .
Wilmington: '+
97'�
VVATERVVAY-________,.,,
�15'
/7
COASTAL WETLAND
,
253'-3"
(L27)
C'
Bruce B.
6452 Quail' q .
Wilmington: '+
97'�
VVATERVVAY-________,.,,
�15'
/7
COASTAL WETLAND

Shelby Corbett Eakins
6436 Quail Run
Wilmington, NC 28409
0
/ BEACH/WATER ACCE:
(EXISTING, 2 PLCS.)
253'-3 2"
L27 #
RAISED
WALKWAY
6'x 19' PIER �,
I
20'x 20' GAZEBO
-25 0 25 50
Bruce B. Cameron IV
6452 Quail Run
Wilmington, NC 28409
97'
QjA
WATERWAY-_
0
off,
177' DISTANCE
' ACROSS WATERBODY
f
-
30'x 150', Approx. 400 cu/ydk.
10,000 LB. BOAT LIFT
(5) • (4) 25' LG.
(3) 25' LG.
14'x28' BOATHOUSE
(2)\25' LG. WITH BOAT LIFT
8'x 100' FLOATING DOCK
(1) 25' LG.
CF1'BAR (::•RF_4=K. SASIN
COASTAL WETLANDS
(#) SLIPS
DREDGE AREA
(4' THROUGHOUT)

i
x 20' GAZEBO
PI
BOATHOUSE
EXTERIOR
BOAT LIFT
40"0 PILE TYP.
12'- 14' INBED
4'
TING DOCK
v
z
00
w8
>z
U2
LU >J
U
is
INo. Description Date
3506 TALL PINE CT Mr. & Mrs. Glenn Meyer PAGE 4 OF 4
WILMINGTON, NC 28409 6442 Quail Run Rd. Project Name QuailRun N
OVERBECK 910-386-8883 Dale 7 MARCH, 2017 PAGE -04 =
Wilmington, NC 28409
i Drawn by GGPS v
Checked by DJS Scale 1"= 10' i