20170913 Ver 1_CAMA Application_20170725

Coastal Management
ENVIRONMENTAL QUALITY
July 21, 2017
201 70 913
TO: Karen Higgins
401 & Buffer Permitting Unit
DWR/Water Quality Permitting
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director
D
JUL 2 5 2017
DF -0 -WA -TER REs5_UffffS
BUFFER PERM[TrING
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(a)ncdenr.gov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: D and Lara Logan
Project Location: 7 Auditorium Cir., adjacent to Banks Channel, in Wrightsville Beach
New Hanover County
Proposed Project: to replace an existing bulkhead and expand the 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 August 16, 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
1. APPLICANT'S NAME: D and Lara Logan c/o David Logan
2. LOCATION OF PROJECT SITE: 7 Auditorium Circle, adjacent to Banks Channel,
Wrightsville Beach, New Hanover County.
Photo Index -2006: 24-7412: N 15,16 Lat: 34°12'33.06"N Long: 77°47'55.84"W
3. INVESTIGATION TYPE: CAMA/Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 7/11/17
Was Applicant Present — Yes (agent)
5. PROCESSING PROCEDURE: Application Received — 7/20/17
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan— Town of Wrightsville Beach
Land Classification From LUP — Conservation
(B) AEC(s) Involved: PT, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing- Municipal Sewer
Planned- N/A
(F) Type of Structures: Existing- Single-family residence, timber bulkhead and private
docking facility.
Planned- Replace bulkhead and expand docking facility.
(G) Estimated Annual Rate of Erosion: N/A
7. HABITAT DESCRIPTION: [AREA]
nR FnC.Fn FIT .T RD OTHER
(A) Vegetated Wetlands (Coastal)
(B) Non -Vegetated Wetlands (Open
125 sq. ft.
528 sq. ft.
Water)
1 11 (bulkhead)
(additional
incorporated)
(C) Other - Highground disturbance
1,250 sq. ft.
(bulkhead backfill)
(D) Total Area Disturbed: 1,903 sq. ft. (0.04 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: NO
S. PROJECT SUMMARY: The applicant proposes to replace an existing bulkhead and expand a
private docking facility along the edge of Banks Channel.

D and Lara Logan c/o David Logan
Page 2
G� 2 Z71 W M C00
The project site is located at 7 Auditorium Circle, adjacent to Banks Channel in the Town of Wrightsville
Beach, New Hanover County. To locate the project site from the WiRO take US Hwy 74/76 to Wrightsville
Beach. Travel across the drawbridge and keep right on Causeway Drive. Turn right on Auditorium Circle,
just before the Causeway Bridge leading to the barrier island. The property of interest is the third home
located on the left side of the road.
The project site is approximately 0.29 acres in size, on which the applicant currently maintains a single-
family residence. The high ground is vegetated primarily with maintained lawn grass and ornamental
landscaping. The project site has approximately 62.5 linear feet of shoreline frontage along Banks Channel,
which is stabilized by a timber bulkhead, and Normal High Water (NHW) meets the bulkhead. There are
no Coastal Wetlands on the property. At the property, the applicant also maintains a private docking facility,
which consists of a fixed pier (6' x 24') that extends to a platform (22' x 22') the westernmost 14' of which
is covered, which connects (via ramp) to a floating dock (6'x 60'). A 13' x 15' boatlift exists along the
northern side of the floating dock on the landward most edge. The lift and gazebo encroach into the 15'
riparian corridor setback from the northern property owner. The property to the north is an undeveloped
lot, with a timber bulkhead and docking facility that is approximately 34' away from the subject docking
facility. The property to the south is developed with a single-family residence, timber bulkhead and a
docking facility that is approximately 50' from the subject docking facility. According to the application
package, existing water depths surrounding the existing docking facility range from approximately -4.0' to
-18.0', relative to normal low water (NLW). DCM was not able to locate a previous permit for the existing
facility; however, based on historical aerial photography the existing docking facility appears to have been
in place since the early 1990's.
The Town of Wrightsville Beach Land Use Plan classifies adjacent waters and high ground portion of the
property as Conservation. The waters of Banks Channel and Middle Sound are classified SB by the Division
of Water Resources. They are NOT designated as a Primary Nursery Area (PNA) by the N.C. Division of
Marine Fisheries and they are CLOSED to the harvest of shellfish.
PROPOSED PROJECT
The applicant proposes to replace an existing bulkhead and expand a private docking facility along the edge
of Banks Channel. The configuration of the existing docking facility currently provides dockage for up to
four (4) vessels. Based on drawings provided by the applicant, the existing docking facility is shown to be
located within the 15' riparian corridor setback along the northern side of the property. The application
states the existing pier and gazebo would remain in place with no modifications or expansions; however, a
new floating dock spine (6' x 80') would be installed just waterward of the existing fixed gazebo, along
with one finger pier (20' x 6'). The floating docks would be installed approximately 6' south of their current
alignment. The finger pier would run perpendicular to the shoreline and would be installed approximately
13' from the landward most end along the southern side of the main spine. Along the waterward end of the
southern side of the main spine, 3 sets of dolphin tie piles are proposed to accommodate dockage of a 65'
vessel. As proposed, the finger pier and 2 sets of dolphin piles encroach into the southern 15' riparian
corridor setback and a waiver has been obtained. In addition to the floating component, a new 16' x 18'
boat lift would be installed along the northern side of the proposed 6' x 80' finger pier, on the landward
most side. This lift would encroach into the 15' riparian corridor setback along the northern side of the
property and a waiver has been obtained. As designed, the proposed facility would provide dockage for up
to four (4) vessels, but potentially could accommodate five (5) vessels, if a larger vessel is not present.
Existing water depths in the vicinity of the proposed docking facility

D and Lara Logan c/o David Logan
Page 3
range from approximately -4.0' to -18.0' at NLW. In total, the proposed facility would extend
approximately 136' from the waterward edge of the proposed bulkhead.
Additional development on the subject property includes the installation of a new bulkhead just waterward
of the existing bulkhead, located along the western edge of Banks Channel. According to the application
package, the existing wall is failing and is in need of replacement. The new alignment would be positioned
an average of two (2) feet, with a maximum of two (2) feet, waterward of the normal high water line and
the existing bulkhead. There are no Coastal Wetlands present. Each end of proposed wall would "tie" into
the adjacent bulkheads located on either side of the applicant's property.
10. ANTICIPATED EVIPACTS
The proposed structures (bulkhead, floating docks and boatlift) would incorporate an additional
approximately 528 sq. ft. of Estuarine Waters and Pubic Trust Area, essentially within an area currently
usurped by the existing docking. The proposed structures would extend approximately 136' into a
waterbody, which measures approximately 720' across. This distance conforms to the quarter width of the
waterbody, nor does it exceed the established pier -head alignment. The proposed structures would encroach
into both adjacent 15' Riparian Corridor Setback Areas, however, waivers have been obtained' 1. The
facility could potentially accommodate up to five (5) vessels within water depths ranging from
approximately -5.0' to -18.0' at NLW.
The proposed bulkhead would result in the filling of approximately 125 sq. ft. of Estuarine Waters and
Public Trust Area. Additional high ground disturbance, as a result of the bulkhead installation, would total
approximately 1,250 sq. ft. Minor increases in turbidity should be expected during construction.
Submitted by: Courtney Spears Date: July 20, 2017 Office: Wilmington

Project Narrative
NC Division of Coastal Management
127 Cardinal Drive
Wilmington, NC 28405
Reference: 7 Auditorium Circle, Logan Reconfigure
To whom it may concern:
Logan Marine, LLC
3975-B Market Street
Wilmington, NC 28403
NC Contractors License # 74511
[e-mail]
The referenced property owners, D & Lara Logan, wish to reconfigure their docking facility to
accommodate a larger vessel. The owners also wish to install a new bulkhead as the existing
bulkhead is deteriorating. Detailed drawings for this project are attached herewith for your
review.
Should you have any questions regarding this project, please contact David Logan as shown
below or Courtney Spears with the NC Division of Coastal Management at 910-520-7441 or
email [e-mail]
Regards,
David Logan
Authorized Agent
[e-mail]
910-367-1348
910-367-1348
7/12/2017
RECEIVED
DCM WILMINGTON, NC

ON MF -1
APPLICATION for
Major Development Permit
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Agent/ Contractor 1: First Name
MI
Applicant 1: First Name
MI
Last Name
D
Isbell
Logan
Applicant 2: First Name
MI
Last Name
Lara
R
Logan
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
7 Auditorium Circle
Phone No. 2
Wrightsville Beach
NC
ZIP
Country
Phone No.
FAX No.
28480
USA
910-443-2869- ext.
910 -452 -7175 -
Street Address (if different from above)
City
State
ZIP
SAME
Email
[e-mail]
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Logan Marine, LLC
Agent/ Contractor 1: First Name
MI
Last Name
David
Logan
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
3975 B Market St
Wilmington
NC
ZIP
Phone No. 1
Phone No. 2
28403
910-367-1348 ext.
ext.
FAX No.
Contractor #
910-769-2849
74511
Street Address (if different from above)
City
State
ZIP
Same
Email
[e-mail]
<Form continues on back>
RECEIVED
DCM WILMINGTON, NC
ar, .ra..

Form DCM MP -1 (Page 2 of 4)
F
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
12- 1 °t 1.Z
u d\ Q && UL
d. Approximate elevation of tract above NHW (normal high water) or
Subdivision Name
City State
Zip
8e Q ❑NHW or 53 WL
�1.,,,3-fLkLx\-kTs%j �Lt_C NL_
"Z4t4< tJ'
Phone No.Lot
No.(s) (if many, attach additional page with list)
l 1 © " LtL`7y LQq r ext.
g. Identify and describe the existing land uses adiacent to the proposed project site.
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
GAC�c FiC�L
('ApJ\1_S C 1K AIIQ NC -1-
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
LMtvatural ❑Manmade []Unknown
'T t OG€A vJ
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
es []No
work falls within.
Nevi f iJ f - (watL_,�� w,6 Q,6ov- t
4. Site Description r
a. Total length of shoreline on the tract (ft.)
/
b. Size of entire tract (sq.ft.)
(07 - ':�;'
12- 1 °t 1.Z
c. Size of individual lots
d. Approximate elevation of tract above NHW (normal high water) or
�� x 2�5
NWL (normal ater level)
(If many lot sizes, please attach additional page with a list)
8e Q ❑NHW or 53 WL
e. Vegetation on tract
T< -
A �-s-c G LAM iJS C-Tt'E) i t-JRR-SS 0 1aec"::� �'0T7<-
f.
f. Man-made features and uses now on tract
5�-_
g. Identify and describe the existing land uses adiacent to the proposed project site.
CHCS t ��-- -►�1I GC1114 5 t oEs
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
2 r 0
(A�tta�c zoning compliance certificate, if applicable)
Wes ❑No E46
C
j. Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes tWO4
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes []No A
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes []No A
National Register listed or eligible property?
<Form continues on next page> DCM WILMINGTON, NC
25?- - f .. i - °` !z . 5'. v 'vv .t-C':0as z V a�1 e. r S .51

Form DCM MP -1 (Page 3 of 4)
.
APPLICATION for
Major Development Permit
M. (i) Are there wetlands on the site? []Yes D�<�oo
(ii) Are there coastal wetlands on the site? ❑Yes PC
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes LWQo
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
CFPvAc
o. Describe existing drinking water supply source.
"`D W ,-3
p. Describe existing storm water management or treatment systems.
-T-'D W a STCV kA -N)nAl I`J
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? mercial ❑Public/Government
Wte/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
PRIv : kT'C-: FAU L- \-L4 QS
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. I qv
5F - az1.Q t S(Zj I "NI P k ott. e-&a9ef T(i ) Nttx m-Nf?ll cwt's' (TJ -7--
d. List all development activities you propose. to
PA1�e � C-�TC--NyZ E7CIS'i1t�SL� rJ��.l� S�T�tr r �
&itT"r-T- Sell -r -At 11 No2Y"" :StDG� AAD 35 CUL9141NY�
e. Are the proposed activities maintenance of an existing project, new work, or both?
!kit- : IQ -V -
f. What is the approximate total disturbed land area resulting from the proposed project? ❑Sq.Ft or []Acres
IJ a, -
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes grfl [INA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
iQA-
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes Mo A
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No [INA
j. Is there any mitigation proposed? []Yes KKo A
If yes, attach a mitigation proposal.
<Form continues on back>
(2-
M
a
RECEIVED
DCM WILMINGTON, NC

4
e
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.
olf 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 WkLX_J&ft l STEV eNjS Phone No.
Address of &)tJtTC)2tVAA
Name TfH i3O (L N N.,0)-iM£N T Phone No.
Address - 'C'1i fLLI.� ��,o Q}�iLy�Ctb iJ„�N�ibt�i 5ALC><'►/`
Name Phone No.
Address {�^�
A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
Signed consultant or agent authorization form, if applicable.
Wetland delineation, if necessary. W.&C
A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
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 cer4y that Jhe information provided in this application is truthful to the best of my knowledge.
Date 2 N 1 71 Print Name f*\
Signature
Please indicate application attachments pertaining to your proposed project.
❑DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
❑D//CM MP -3 Upland Development
PICM MP -4 Structures Information
RECEIVED
DCM 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 and/or fill activities. All values should be given in feet.
1. EXAVATION 9this section not pplicable
a. Amount of al 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 c�etlancdl;lmarsh(CW), submerged aquatic vegetation (SAor other wetlands (WL)? If any boxes ar
number of square feet affected.
[]CW ❑SAV ❑SB
OWL ❑None
(Ii) Describe the purpose of the excavati t�areas:
d. H
in cubic yards.
2. DISPOSAL OF EXCAVATED MATERIAL &7his section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim ' to disposal area? d. (i) Will a disposal area be available for
❑Yes []No ❑NA ❑Yes []No[INA
If no, attach a letter granting per ion from the owner. (ii) If yes, where?
e. (f) Does the disposal area include any coastal wetlands/mar f
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide t
number of square feet affected.
[]CW❑SAV EI
❑WL []None
(it) Describe the purpose of di a in these areas:
e3 es the disposal include any area in the water?
❑Yes []No [INA
His, how much water area is affected?
J.?i'l.• t:illR•Jttn ! .. 1-tlti3• t't.,r"!Ai'i'!' .. rnvisn(i: -1,*,-*. 126 tali
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization
Length
Width
Avg. Existing
NA
NA
Depth
Final Project
NA
NA
Depth
1. EXAVATION 9this section not pplicable
a. Amount of al 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 c�etlancdl;lmarsh(CW), submerged aquatic vegetation (SAor other wetlands (WL)? If any boxes ar
number of square feet affected.
[]CW ❑SAV ❑SB
OWL ❑None
(Ii) Describe the purpose of the excavati t�areas:
d. H
in cubic yards.
2. DISPOSAL OF EXCAVATED MATERIAL &7his section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim ' to disposal area? d. (i) Will a disposal area be available for
❑Yes []No ❑NA ❑Yes []No[INA
If no, attach a letter granting per ion from the owner. (ii) If yes, where?
e. (f) Does the disposal area include any coastal wetlands/mar f
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide t
number of square feet affected.
[]CW❑SAV EI
❑WL []None
(it) Describe the purpose of di a in these areas:
e3 es the disposal include any area in the water?
❑Yes []No [INA
His, how much water area is affected?
J.?i'l.• t:illR•Jttn ! .. 1-tlti3• t't.,r"!Ai'i'!' .. rnvisn(i: -1,*,-*. 126 tali

a rJrni VICM MP -;;.0. (fzxc avation alld Fill, pilgo 2 of 2)
8. SHORELINE STABILIZATION ❑ This section not applicable
(it development is a wood groin, use MP -4 — Structures)
a. Tvoa,of shoreline stabilization: b. Length: 62.5
Nulkhead ❑Rfprap ❑Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL:
2'
e. Type of stabilization material:
Steel sheet piles
Width: 2'
d. Maximum distance waterward of NHW or NWL:
2'
I. (i) Has there been shoreline erosion during preceding 12
months?�/
Oyes [SNI ❑NA
(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 lill material.
Bulkhead backfill 125' Riprap Backfill dirt
Breakwater/Sill Other
I. Source of fill material.
Backfill dirt supplier
4. OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization) oe
a. (i) Will fill material be brought to the site? VWYes ❑No DNA b. (i) Will rill material be placed in coastal wetlands/marsh (CW),
If yes,
(if) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (SAV), shell bottom (SS), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV OSB
OWL one
(ii) Describe the purpose of the fill in these areas:
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)?
Filter fabric installed behind steel sheets Excavator
C. (i) Will naviga ' nal aids be required as a result of the project?
❑Yes &No ❑NA
(ii) If yes, explain what type and how they will be implemented.
d. (i) Will wetlands be c ssed in transporting equipment to project
site? ❑Yes RNo []NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
,r
�e;--4 1
7/18/17 David Logan
Date Applicant N
Logan Reconfigure
Project Name Applicant Signature
;�!i7-ti+)tt•2a0R :: •i ,t!{t;��lttrci!13;..0 :: �•1vr��� rtc..,�,s:b:rlmart-uts�rrt=:�tr..ttcr.k �<-avic:e?�i: 1212(lUti

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
a. (i) Is the docking facility/marina:
❑Commercial ❑Public/Governmentrivate/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number
ap i
(iii) Length
1
(iv) Width_
(v) Floating
es []No
e. (i) Are Platforms included? ❑Yes 540,
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes []No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
(ii) Number of slips existing
4
i. Check the proposed type of siting:
❑ Land cut and access channel
❑,,OO�pen water; dredging for basin and/or channel
21 pen water; no dredging required
❑Other; please describe:
k. Typical boat length: Li0
M. (i2es
the facility have tie pilings?
❑No
(ii) If yes number of tie pilings?
L
❑This section not applicable
b. (i) Will the faacilii be open to the general public?
❑Yes Ly1Vo
d. (i) Are Finger Piers included?P11'es []No
If yes:
(ii) Number
1
(iii) Length
(iv) Width
_
(v) Floating
Res []No
f. (i) Are Boat]ifts
included? 21es ❑No
If yes:
(ii) Number
(iii) Length
--ri
(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:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
I. (i) Will the facility b en to the general public?
❑Yeso
RECEIVED
DCM WILMINGTON, NC

2. DOCKING FACILITY/MARINA OPERATIONS gThis 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:
❑ Showers
❑ Boat(olding tank pumpout; Give type and location:
b. Describ%trea ent type and disposal location for all sanitary wastewater.
c. Describe the disposal of sdtid waste, fish offal and trash.
d. How will overboard discharge of sewabQ from boats be cgfitrolled?
e. (i) Give the location and number of "No Sewage 'charge" signs proposed.
(ii) Give the location and number of "Pump/t Available" s ns proposed.
f. Describe the special design, if appli ble, for containing industrial ty pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel aintenance be disposed of?
h. Give the number ofchan I markers and "No Wake" signs proposed.
i. Give the location of fue handling facilities, and describe the safety measures planned t rotect area water quality.
j. What will be the n)&rina 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?
RECEIVED
DCM WILMINGTON, NC
a rev _ �!

� � a
m. Is the mariinna/dd cking facility proposed within a primary or secondary nursery area?
❑Yes L o
n. Is the mannna/dd cking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes C1a1Vo
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 ❑SA ❑SB
❑WL one
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes plgo
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) PThis section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑Private/Com munity
(ii) Number
(iii) Length
(iv) Width N11fk
Note: Roofed areas are calculated from dripline dimensions.
14. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP -2, Excavation and Fill.) trhis section not applicable
a. (i) Number
(ii) Length
(iii) Width
MAO
5. BREAKWATER (e.g., wood, sheetpile, etc.) Skl his 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): b. Number
❑Commercial ❑Public/Government Vrivate/Community
c• Distance to be placed beyond shoreline ktA � ,
Note: This should be measured from marsh edge, if present.
e. Arc of the swing —NA
d. Description of buoy (color, inscription, size, anchor, etc.)
RECEIVED
DCM WILMINGTON, NC

3
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
NM -1-14 ill 1
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
e. (i) Will navigational aids be required as a result of the project?
E]Yes Levo ❑NA
(ii) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
211
d. Waterdepthat waterward end of structure a&rNWL
8. OTHERis section not applicable
a. Give complete description:
-,1,21 J--1
Date
l.fSiadQQ f1c(-Or-'f (---x CaJ
Project Name
Applicant Name
Applicant Signe
RECEIVED
DCM WILMINGTON, NC

q . VICINITY MAP
Currie
Rocky Point
Surf City
Sloop Point
Castle Hayne Topsail Beach
Roan island
rest
CID,
Creek Wrightsboro
Leland 911 Ogde , n
7
H- )
Wilmington
17t CID 7 Auditorium Circle
j D-32
Winnabow Silver Lake
cSea Breeze
a
CD Carolina Beach
Kure. Beach
St James
and Southport
Caswell 13,each
Bald Head
island
�fy;r g
FLA.?:
RECEIVED
DCM WILMINGTON, NC

41
9 Auditorium Circle 7 Auditorium Circle
Stevens Logan
62.50' S 34'40'19" W
5 Auditorium Circle
Taylor Investment
Properties, LLC
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Logan Reconfiguration
7 Auditorium Circle
Work Plan
By Logan Marine,LLC
3975-B Market Street
Date: 6/23/17
Page
1 2
Top View
of
Wrightsville Beach, NC 28480
Wilmington, NC 28403
Scale: 1" = 20'

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