20161017 Ver 1_CAMA Application_20161031

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PA
7T MCCRORY
Governor
DONALD R. VAN DER VAART
secretary
Management BRAXTON DAVIS
Coastal Mana
g Director
ENVIRONMENTAL QUALITY
October 14, 2016
TO: Karen Higgins �1
401 & Buffer Permitting Unit D
DWR/Water Quality Permitting kDEO-WATTR
CT 3 1 2016
FROM: Heather Coats, Assistant Major Permits Coordinator RESOU Es
NCDEQ - Division of Coastal Management 40 8 B FF R PERM TTI
127 Cardinal Drive Ext., Wilm., NC 28405 heather.coats(aD_ncdenr.gov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA/Dredge & Fill Application Review
Applicant: Crocker's Landing Association, Inc.
Project Location: 1324 Airlie Rd., adjacent to the AIWW, in Wilmington, New Hanover County
Proposed Project: to replace an existing docking facility, construct a new bulkhead,
and perform maintenance excavation
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 November 7, 2016. If you have any
questions regarding the proposed project, contact Sean Farrell 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: Crocker's Landing Association, Inc. c/o Trip Pippin
2. LOCATION OF PROJECT SITE: 1324 Airlie Road,adjacent to the AIWW, in Wilmington,New Hanover
County.
Photo Index-2006: 22-7424,I-J, 13-14
Latitude: 34°.2166415"N Longitude: 770.814877"W
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit— 10/04/2016
Was Applicant Present—No
5. PROCESSING PROCEDURE: Application Received—09/30/2016, 10/06/2016(completed)
Office—Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan—City of Wilmington
Land Classification From LUP- Commercial
(B) AEC(s)Involved: EW,PTA
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment:Existing—Municipal Sewer
Planned-N/A
(F) Type of Structures: Existing—Parking lot,building,timber&concrete bulkhead,and open water marina
docking facility.
Planned—Replace marina docking structures,construct a new bulkhead water
ward of existing bulkhead, and perform maintenance dredging
(G) Estimated Annual Rate of Erosion: N/A Source—N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A)Vegetated Wetlands
(B)Open water 1800 sq. ft. 180 sq. ft. 14,700 sq.ft.
(incorporate
(C)Other(Highground) 1,620 sq. ft.
(D) Total Area Disturbed: 18,300 sq. ft. (0.42 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB# Open: No
PROJECT SUMMARY: The applicant proposes to replace existing floating structures associated with the
Crocker's Landing Marina,construct a new bulkhead waterward of an existing bulkhead and perform maintenance
dredging.

Crocker's Landing Association,Inc.
Page 2 "
9. PROJECT DESCRIPTION:
The project site is located at 1324 Airlie Road,adjacent to the Atlantic Intracoastal Waterway(AIWW),in the City of
Wilmington,New Hanover County.To locate the project site from the Wilmington Regional Office(WiRO),travel east
on Eastwood Road(US Hwy 74/76)towards Wrightsville Beach.Turn right before the draw bridge on to Airlie Road
and travel approximately 0.2 miles. The project site will be located on the left hand side of the road.
Existing upland development on the property includes a two story commercial use building and parking lot at an
elevation approximately of 5' above NHW.The shoreline is stabilized by an existing timber bulkhead adjacent to the
existing building and a concrete bulkhead along the remainder of the property's shoreline.Upland vegetation consists
of maintained lawn grass and ornamental landscaping.
The existing marina consists of 3 main floating docks, arranged in a horseshoe configuration with 10 floating finger
piers (6 off the inner spine and 4 off the outer spine), and associated tie pilings creating 28 boat slips. The most
landward finger piers contain boatlifts for each of the slips(slip#1-9,20 and 21;see sheet 2 of 3).The existing finger
piers off the outer spine used for wet dockage. The outside area of the floating docks creates an additional 275 linear
feet of docking space. The marina also provides a portable marine pump-out facility. The marina basin is
approximately 180' in length by 120' in width along the AIWW.
The City of Wilmington Land Use Plan classifies adjacent waters and high ground area of project site as Commercial.
There are no known archaeological sites located in the project vicinity.The waters of AIWW 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 existing floating structures associated with the Crocker's Landing Marina,construct a
new bulkhead waterward of an existing bulkhead and perform maintenance dredging. As proposed,approximately 90'
of new bulkhead is proposed to be constructed approximately 1'-2' waterward of the existing timber bulkhead adjacent
to the two-story building.The existing bulkhead adjacent to the two-story building is a timber bulkhead and the existing
bulkhead adjacent to the parking lot is a concrete bulkhead (see site plan pg. 2 of 3). The new bulkhead will be
composed of vinyl sheet piles. No new work is proposed to the existing concrete bulkhead.
The applicant is also proposing to replace the existing floating dock system and associated pilings back in the same
footprint.The floating dock system consists of an inner floating spine that runs parallel to the shoreline and measures
approximately 5' in width by 150' in length. As shown on site plan(see site plan pg.2 of 3)five(5)floating finger
piers, each measuring approximately 4' in width by 30' in length branch off from this inner spine and allows for 9
formalized slips(slips 3-9,20-21)which are incorporated by existing boatlifts.No work is proposed to be done to any
of the existing boatlifts.There is an additional section of floating dock approximately 15' waterward of the main inner
spine and running parallel to the bulkhead and measures approximately 5' in width by 42' in length.A single floating
finger pier measuring approximately 4' in width by 24' in length branches off from the floating dock and allows for 2
formalized slips(see site plan pg.2 of 3,slips 1-2)which are incorporated by existing boatlifts.No work is proposed
to be done to these boatlifts.An existing access ramp measuring approximately 4' in width by 20' in length leads down
from the deck of the two-story building to a floating spine that runs perpendicular to the shoreline and measures
approximately 10' in width by 125' in length.This floating spine allows for 3 formalized slips on the southern side(see
site plan pg.2 of 3,slips 22-24). There is an existing floating dock measuring approximately 8' in width by 16' in
length that is moored to the inside of the perpendicular floating spine and is used primarily for launching of self-
propelled watercraft. The floating spine that is perpendicular to the shoreline connects to an existing outer floating
spine that is parallel to the shoreline and measures approximately 12' in width by 150' in length. Four(4) floating
finger piers branch off of the outer floating spine, each measuring approximately 4' in width by 36' in length. This
arrangement allows for 10 formalized slips within the 4 floating finger piers(see site plan pg.2 of 3,slips 10-19),and
4 formalized slips (see site plan pg. 2 of 3, slips 25-28) along the waterward perimeter of the outer spine. The
proposed replacement of the floating dock system would continue to provide space for a total of 28 formalized slips.

Crocker's Landing Association,Inc.
Page 3'
The proposed dredge area would measure approximately 180' in length by 10' in width along the inner spine of the
floating dock system.Approximately 200 cubic yards of material is proposed to be removed by mechanical dredging.
The proposal would achieve a final depth of approximately -5' @ Normal Low Water from existing depths of
approximately-2'NLW. The application includes authorization from the property manager for use of the spoil disposal
island located at the confluence of the AIWW and Motts Channel(USACE Disposal Site No.0248)on the portion
currently owned by Agnus Beane.
10. ANTICIPATED IMPACTS:
The proposed floating dock system replacement would incorporate approximately 14,700 sq.ft.of Public Trust Area
and Estuarine Waters,which is currently usurped by the existing floating dock system.The new facility would continue
to accommodate up to 28 vessels in accordance with the deeded slips recorded in New Hanover County Register of
Deeds,Map Book 37 Page 16.No work is proposed to be done to the existing boadifts which incorporate the existing
slips off of the inner floating spine.
The proposed new bulkhead would fill approximately 180' of Estuarine Waters and Public Trust Area. The backfill for
the proposed bulkhead would also disturb approximately 1,800 sq.ft. of highground area.
The proposed marina replacement would continue to extend approximately 145' into a waterbody measuring
approximately 500' across and would continue to encroach into the 80' USACE AIWW setback requirement by
approximately 20'-30'. The marina would also extend approximately 20' past the 1/a width distance but would not
exceed the 1/3 width distance or the established pier head line along this section of the AIWW.The proposed floating
docks would not encroach into the adjacent 15' riparian corridor setback requirement to the south. The section of
floating dock currently encroaching on the riparian property to the north would be replaced in the same footprint and
continue to encroach in accordance with the easement and signed waiver provided in the application.
The proposed maintenance excavation would impact approximately 1800 sq.ft.of shallow bottom area.The disposal of
the approximate 200 cubic yards of material would impact highground within the allocated spoil disposal area
measuring approximately 800' in length by 250' in width as indicated in the application. Minor increases in turbidity
should be expected during construction.
Submitted by: Sean Farrell Date:October 14, 2016 Office: Wilmington

• •
P.O.Box 11291 1 Office/Fax:[phone]
Wilmington,NC 28404 Ppul Mobile:[phone]
www pippinmarine.com ' rime corrnirtuen [e-mail]
September 19,2016
NCDENR
127 N.Cardinal Drive
Wilmington, NC 28405
The enclosed CAMA Major Permit application for Crocker's Landing Assoc., Inc.is to replace the existing
floating docks and existing pilings. Most of the existing pilings along the front of the main dock will be
removed.
They plan to replace the existing timber bulkhead (approx.90')with a new vinyl bulkhead approx one
foot waterward of the old bulkhead.Also included in the proposal is a plan to dredge a 10'wide X 180'
long area directly in front of the existing concrete bulkhead and also in front of the existing bulkhead.
The plan is to dredge to a depth of 5'at normal low water.The dredge spoil will be deposited on the
spoil island at the southeast corner of Motts Channel and ICW.
This facility will be private and for members only.
Trip Pippin
Pippin Marine Construction, LLC
:)�.. _ i 1.•.i'. .
Piers•Pilings•Boat Lifts•Bulkheads-Floating Docks•Residential&Commercial Marine Construction Since 1984

Bowl
RPLICATIBN f9f
Mal®r levelopment PefWft
(cast mvft", )
_ North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/Landowner Information
Project Name(it applicable)
Business Name
Applicant 1: First Name MI Last Name
Z, � U�!',
MI East �
Applicant 2: First Name
If additional applicants,please attach an additional page(s)with names listed
PO Box City State
Mailing Address
Phone No. FAX No.
zip. Country
�1�-�� .��' ext
City State ZIP
Street Address(if dit€erent from above) _
Email
2. Agent/Contractor Information
Business Name
MI Last N e
Agent/C t ctor l- First Name l
Agent/Contractor 2- First N me
mlLast Name
PO Box City! State
Mailing Address G ��
Phone No.1 Phone No. 2
ZIP �jI _ _ :!ext::
? ext.
FAX No. Contractor#
City State ZIP
Street Address(if differenf from above) All
Email
<Form continues on back>
252-8#t8-2808 0. •1-888-4RCOAST ;; www.nccoastalmanagernent.net

Form DCM MP-1 (Page 2 of 4) APPLICATION fo(
Major Development Permit
I . Project Location
County(can be multip ) Street Address State Rd.#
3;2 V AWI? oa
Subdivision Name City State Zip
Phone Mo. Lof Ka.(s j #Finany,aRacYr a faftibrrel p r,115! ii 1*0
ext. I ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
c. Is the water body identified in(b)above,natural or manmade? d. Name the closest major water body to the prop ed project site.
,kNaturai ❑Manmade ❑Unknown '1
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 m_�
4. Site Description
a. Total length of shoreline on the tract(ft.) b. Size of entire tract(sq.ft.)
! f
c_ Size of individual lot(s) d. Approximate elevation of tract above NHW(normal high water)or
NWL(normal water level)
(if many lot sizes,please attach additional page with a list) 4-?� XNHW or❑NWL
e. Vegetation on tract
f. Man-made features and uses now on tract ,L
GLl��`� l - f I
g. Identity and describe the existing land uses adjacent to the proposed project site_
j "moic 6r e4 &&-�
h. How does local government zone the tract? ►. is the proposed project consistent with the applicable zoning?
/ � 7es h zoning compliance certificate,if applicable)
(,OvI,44-e ifC-I-AlC ❑No DNA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes No
k. Has a professional archaeological assessment been done for the tract? If yes,attach a copy. ❑Yes kNo [INA
If yes,by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes No DNA
National Register listed or eligible property?
<Form continues on next page>
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Form DCM MP-1 (Page 3 of 4) APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? DYes rNo
(ii)Are there coastal wetlands on the site? OYes C" No
(iii)If yes to either()or(i)above,has a delineation been conducted? ❑Yes ❑No
(Attach documentation,if available)
n. Describe existing wastewater treatment facili' .
zl
o. Des Lexi fing drirridng waiF�pty source.
p. Describe ex ting storm water management or treatment systems.
L4jA 0`
5.ActiWHes a.nd impacts
a. Will the project be for commercial,public,or private use? JnCommercial OPublic/Government
Private/Community
b. Give a brief descri tion of purpose,use,and daily operations of the project when complete.
rYv oufa@� 6c Sljvs �� �� aYrsdcrld.�
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.
d. List all development actiwties you propose. IF
n e w 4-1,0A-ft y ® f
&e1�� ei
e. Are the proposed activities maintenance of an existing project,new work, r both?
f. What is the approximate total disturbed land area resulting from the proposed project? DSq.Ft or[]Acres
g. Will the proposed project encroach on any public easement,public accessway or other area OYes No DNA
that the pubric has esbMs hed use oi?
h. Describe location and type of existing and proposed discharges to waters of the state.
1. Will wastewater or stormwater be discharged into a wetland? j]Yes No [INA
If yes,will this discharged water be of the same salinity as the receiving water? OYes ONo DNA
lk
j. Is there any mitigation proposed? DYesJjZ4o [INA
If yes,attach a mitigation proposal.
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Form DCM MP-1 (Page 4 of 4) APPLICATION for
Major Development Permit
6. AdditionalInformation
In addition to this completed application form,(MP-1)the following'i ams belbW,if applicable,must be submitted in order for the application
.package to be complete. Items(a)—(t)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(ncluding 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 DEN R.
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 Coastaf Management.
Name �O c� vVc15 N� �� r�QPfhoone No.
Address Q, �3'Uii; 3��!/f//1r 1 S�G IG !'`� COY
Name / - Phone No.
Address
Name f 4 r4/ / Phone No.
Address If 2,,* ./1/`/ `
g. A list of previous state or federal pem'ds issued for work on the project tract. Include permit numbers,permittee,and issuing dates.
2293 �� ��7"�'- 12 3 S S lot
h. Signed consultant or agent authorization form,if applicable.
L Wetland delineation,if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C.Environmental Policy Act(N.C.G.S.113A 1-10),if necessary. If the project involves expenditure
of public funds or use of public lands,attach a statement documenting compliance with the North Carolina Environmental Policy Act.
T. Certincatlon 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 cer*that l am authorized to gran!';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 at the i formation provided in this application is truthful to t e best of my knowledge.
Date l� Print Name - V-
le
Signature
Please indicate application attachments pertaining to your proposed project
,KDCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
DCAA A9P 4 Structures information
252-808-2808 .. 1-888-4RCOAST ., www.nccoastainianagement.net

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. @ Will the facility be open to the general public?
Commercial ❑Public/GovemmentXPrivate/Community ❑Yes KNo
c. (i)Dock(s)and/or pier(s) d. (1)Are Finger Piers included? XYes []No
(ii)Number _� ! l If yes: el
(iii)Length /SSD /r 19� n Number 1
(iv)Width !2 ,rD M Length 3 b -2
(v)Floating KYes []No (iv)Width Al-_ At"
(v)Floating XYes []No
e. (i) Are f fatforms incfuded? ❑Yes XNo f. (i) Are Boatlifts incl ded? XYes ❑No
If yes: If yes: 00'ri'v y
(ii)Number (ii)Number
(h)Len0h
(iii)Length
(iv)Width Civ)Width
(v)Floating []Yes []No
Note: Roofed areas are calculated from dripline dimensions.
g. (i)Number of slips proposed h. Check all the types of services to be provided.
!' ❑Full service,including travel lift and/or rail,repair or
(if)Nu r of slips existing maintenance service
2 AV ❑Dockage,fuel,and marine supplies
Dockage("wet slips)only,number of slips:4,0
❑Dry storage;number of boats:
❑Boat ramp(s);number of boat ramps:
Other,please describe
f. Check the proposed type of siting: j. Describe the typical boats to e.g.,open runabout,
❑Land cut and access channel charter boats,sal boa fixed types
❑Open water;dredging for basin andlor channel
XOpen water;no dredging required
❑Other;,please describe:
ma to terlethce
k. Typical boat length: I. (i)Will the fac be open to the general public?
[]YesANo
m. (1)Will the facility have be pilings?
❑Yes KNo
(ii)If yes number of be pilings? !U
f � : ��1 �/�B 86=4RCCAST VvWWA CCO �

Z .DOCKING FACILifTYMARINA OPERATIONS ❑This section not applicable
a. Check each of the following sanitary facl'fies that will be included in the proposed project.
❑Office Toilets
/O(Toilets for patrons;Number: 2-- : Location: J –
❑Showers
f BoathoWng tank pumpout;Give type and focaffon: —10 VltO J_�J� n�P 6 Ut
b. Describe treatment type and disposal location for all sanitary wastewater.
(9 k- P.JYV 6 eev
c. Describe the disposal of solid waste,fish offal and trash.
d. How will overb and discharge of sewage from boats be controlled?
4
e. (i)Give the location.and number of"No Sewage Discharge"signs proposed.
(ii)Give the location and number of'Pumpout Available"signs proposed.
0 - Odl 1914 D
f. Describe the special design,if applicable,for containing industrial type pollutants,such as paint,sandblasting waste and petroleum products.
g. Where will resmkie from vessel maintenance be disposed of?
/UIIA
h. Give the number of channel markers and"No Wake"signs ptoposed. V
i. Give the location of fuel-handling facilities, nd describe the safety measures planned to protect area water quality.
j. What will be the marina p40cy on overnight and We aboard:lockage?
k. Describe design m asu77o
t promote boat basin flushing?
• &l
I. If this project is an expansion of an .sting marina,what types of services are currently provided?
m. Is the majinWdocking facility proposed within a primary or secondary nursery area?
❑Yes No
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""ors��[w� ;;y�pp�
�J`T ivil` MP-4
n. Is the mYNO"ocking facility proposed within or adjacent to any shellfish harvesting area?
[jYes
o. is the marinaldocking facility proposed within or adjacent to coastal wetlandsimarsh(CW),submerged aquatic vegetation(SAV),shell bottom
(SB),or other wetlands(WL)? If any boxes are checked,provide the number of square feet affected.
QCW CISAV QS8
OWL None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yeso
If yes,give the name and address of the leaseholder(s),and give the proximity to the lease. rr(((��`�`
3. BOATHOUSE(inGuding covered lifts) This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Pubiic/Govemment ❑Private/Community
(0)Number
(iii)Length
(iv)Width
Note: Roofed areas are calculated from d6pline dimensions.
4. GROIN(e.g., wood,sheetp#e, etc. If a rock groin,use MP--2 Excavation and Fill.) This section not applicable
a. () Number
(ii)Length
(iii)Width
5. BREA/t;WATER(e.g., wood, sheetpile, etc.) his section not appdca6le
a. Length b. Average distance from NHW,NWL,or etlands
c. Maximum distance beyond NHW,NWL or wetlands
6. MOORING PILINGS and BUOYSThis section not applicable
a. Is the structure(s): b. Number
❑Commercial ❑Pubiic/Govemment ❑PmratelCommunity
c. Distance to be placed beyond shoreline d. Description of buoy(color,inscription,size,anchor,etc.)
Note: This should be measured from marsh edge,if present
e. Are of the swing
7. GENERAL
,252.808-28.03 . I-Rt:8-4RCGAST:< s ya> r, xs tplr _a aa. e€s ntr=ski revised; 12/27,106

a. Proximity of structure(s)to adjacent riparian property ones b. Proximity of structure(s)to adjacent docking facilities.
OA AA! .
Note: For buoy or mooring piling,use arc of swing including length
of vessel_
c. Width of water body d- 2ater,Qe th at waterward end of structure at NLW or NWL
e. (i) Will navi ational aids be required as a result of the project?
0YesNo ❑NA
(ii)If yes, xplain what type and how they will be implemented.
S. OTHER } El This section not applicable
a. Give complete description:
a& 101dJZA.f dOC4�s A111) 12417(f
4, 1
G� r ts,
c_e CSkr
Date
&26 r `mac
,r
Project Name
Applicant Narye
/ A
✓ I
Applicant Sig ture
252-80b-2V:`t:. .: i-388,4RC AS €—wised. 2127106

Form DOM MP-2 i
EXCAVATION a6d FILL
(Except for bridges and culverts) i
Attach this form to Joint Application for CAMA MajoIr 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 excavatio6 and/or fill activities. All values should be given in feet.
Access ! Other
ChannelCanal Boat Basin Boat Ramp Rock Grout Rock (excluding
(NLW or Breakwater shoreline
NWL stabilization
Length
Width
i �0
Avg.Existing l NA NA
Depth
Final Project 1 / - NA NA
Depth
i
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 ards. - &d
c. (i)Does the area to be excavated include coastal w6tlands/marsh d. High-ground excavation in cubic yards.
_
(M—submerged aquatic Vegetation-ISAV),shell bottom(SB),;
or other wetlands(WL)? If any boxes are checked,provide the
number of square feet affected.
❑cW ❑SAV ❑SB _
❑WL KNone
(ii)Describe the purpose of the excavation in theseareas:
1
is
e
2 DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area. b. DNrlensions of disposal area.
C. (i)Do you claim title to disposal area? d. (i) Willa disposalYN
be available for future maintenance?
!`: ❑Yes ❑NoA
❑Yes 'KN. ❑NA (ii)If yes,where?
(ii)If no,attach a letter granting permission from the owner.
f
e. (i)Does the disposal area include any coastal wetlands/marsh f. (i)Does the;No
osal include any area in the water?
(CW),submerged aquatic vegetation(SAV),s14e11 bottom(SB). ❑Yes (:]NA
or other wetlands(WL)? If any boxes are thea ed,provide the (ii)It yes,how much water area is affected?
number of square feet affected. j
❑CW ❑SAV ❑SH
OWL , None
(ii)Describe the purpose of disposal in these areas:
i
is
i.
II
,
I'

3. SHORELINE STABILIZATION ❑This section not appiicablg
(it development is a wood groin,use MP-4-Structures)
a. Type of shoreline stabilization: b. Length:
Bulkhead ORiprap ❑Breakwater/Silt ❑Other: !t
Width:
c. Average distapce waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL:
e. Type or stabilization material: f. (i) Has there been shoreline erosion during preceding 12
months?
0J o f- t'°�`1 OYes ONo ONA
(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 backfilAfd Riprap
Breakwater/Sill'. Other
1. Source of fill material.
4. OTHER FILL ACTIVITIES OThis section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will rill material be brought to the site? XrYes -ONo ONA -b __(i)`Hill fill material be placed in coastal wetlands/marsh(CW).
If yes, submerged aquatic vegetation(SAV),shell bottom(SB),or
u Amount of material to be faced in the water other wetlands(WL). If any boxes are checked,provide the
(ii) p number of square feet affected.
(iii)Dimensions of fill area I f ! ❑CV! OSAV OSB
(iv)Purpose of fill OWL ❑None
(ii)Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or;ill material be kept on site and erosion b. a of construction equipment will be used(e.g.,dragune,
controlled? ckhoe or hydraulic dredge)?
01 ,
C. (i) Will navigational aids be required as a result of the project? d. (i) Will wellands b�e-,crossed in transporting equipment to project
OYes o ONA site? ❑Yes �prvo ONA
(ii)If yes,^p in what type and how they will be implemented. (ii)If yes.explain steps that will be taken to avoid or minimize
ervironrnental impacts.
ZZ
Date Applicant Na
r
X,7-/I/
Project Name Applicant S' nature.
is

IL
it
it-11 11
I

AVERAGE WATER DEPTH PROFILE AT MEAN LOW WATER(5EE NOTE#6)
I,PATRICK C.BRI5TOW,CERTIFY THAT THI5 PROPERTY WAS SURVEYED AND MAP DRAWN UNDER MY SUPERVISION: DETAIL NOT TO SCALE
DESCRIPTION A5 SHOWN ON THE FACE OF THI5 PLAT;RATIO OF PREC1510N A5 CALCULATED BY COMPUTER WRIGHT5VI LLE 50U N D GROUND LEVEL rs n MAD °
15 1:10,000+;THAT THE BOUNDARIES NOT SURVEYED ARE 5HOWN BY BROKEN LINES PLOTTED FROM / CONCRETE CAP
INFORMATION REFERENCED;THAT THI5 PLAT WAS PREPARED IN ACCORDANCE WITH"THE 5TANDARDS OF (ATLANTIC INTRACOASTAL WATERWAI0 R
PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA"(21 NCAC 56.1604);WITNESS MY ORIGINAL 51GNATURE,
UCEN5URE NUMBER AND SEAL THI5 2ND DAY OF AUGUST A.D. 201 G. 42'±' 53'±' 48'+' N SITE
+I /,FLbP.TING DOCKS% i +I MLW_ %'SATING Kr d �'
�D ni 0 W E Q
SUBSTRATE - S
PATRICK C.BRI5TOW INTERCONNECTED FLOATING DOCK SYSTEM
RETE
N.C.PL5 No.L-4148 CONC A LOCATION MAP
534°5 Ill 150.5'± (TIE) BULKHEAD NOT TO SCALE
N 17486 1.2000 �sZ�1.5`
E 2360682.9000 - ASTERN CHANNEL SETBAC11K(80') °q,�`O��j/+i g f '
/ - _ al 5URVEY REFERENCE
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WESTERNCHANNEL SETBACK ')
(80DEED BOOK 4888 PAGE 2752
53801 G'56' �,cP
WESTERN RIGHT OF WAY UNE OF ATLANTIC�� - �-'- -- 212 00 _ � j 1
N 170630.0000
INTRACOA5TAL WATERWAY(AIWW) • • • ' - ____ E 2357343.9000
O
3
53501 °
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CA''v������ O 3 WESTERN RIGHT OF WAY LINE OF ATLANTIC
:= ►q(;..�fi -� ¢ INTRACOA5TAL WATERWAY(AIWW) LINE LENGTH BEARING
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SEAL = BOAT LIFT m O LI 0.73 555013'43"E
�ZO/�a► = -J� (TYPICAL) ml L2 46.64 535027'05"W
8LZ4148 z L3 36.44 53504 120W
�- L I O ( L4 60.04 53405G'15'W
'� ,� �• y�
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_ Ib X „
LEVEL DECK
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I
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z PROXIMATE NORMAL ILIO 0.89 518059'46"W
LEGEND I O HIGH WATER UNE N/F MICHAEL LOPEZ
0=IRON PIPE(A5 NOTED) WF AIRLIE MARINA, LLC I w Z (SEE NOTE•7) DB 5856 PG 87G I
(�=CENTERLINE I DB 4 145 PG 728 �d - TWO STORY FRAME
NOTES
E=GRANITE MONUMENT I cn X 5TRUCTURE
®=5E7 IRON PIPE I o O # 1324 I
Q=5URVEY NAIL 0 1. ALL D15TANCE5 ARE GROUND HORIZONTAL IN U.S.5URVEY FEET.
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DRILL HOLE IN CONC. J�� ALL ELEVATION5 ARE RELATIVE TO MEAN SEA LEVEL(NAND 198Q).;
®=WATER METER I EXTENSION OF ALLEN'S LANE 2.THI5 LOT IS SUBJECT TO ALL UTILITY EASEMENTS,RESTRICTIONS,
OR COVENANTS OF RECORD.
X=CHI5ELED"X°IN CONC. (OWNERSHIP UNKNOWN) 3.-
=PILING I - �- LOT OWNER5HIP INFORMATION FROM NEW HANOVER COUNTY ONUNE
=FENCE OR POSTS 4 CABLE N 172042.7812 _ �- °5 I,59 W 192.47 RIE) TAX RECORD SEARCH.
I E 2358186.8707 --_527 - --"J"STONE\
4. THI5 LOT IS LOCATED IN ZONE VE(16)A5 PER FIRM COMMUNITY#370171,
5ET 1 .49' 537°56'50'1A/�/ 187.98'(TIE) --EI MAP#3720315700-J,DATED:APRIL 3,2006.
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�%^ AI RLI E ROAD E 2358088.6676
EARTH WITH OVERLAY OF USACE NAVIGATION DATA. PROJECT COORDINATE VAWE5
0 - FROM VR5 OBSERVATION.
(0 °b PUBUC R/W - WIDTH VARIES _ _ -
p� _ G. WATER DEP1`H5 A5 DEPICTED IN THE DETAIL HEREON WERE MEA5URED AT THE POINTS
INDICATED AT LOW TIDE A5 OBSERVED ON AUGUST 1.2016 AT 1:15 PM. DEPTHS SHOWN
FOUND I ; l 3 ARE AN AVERAGE OF CRO55 SECTIONS TAKEN AT NORTH PROPERETY LINE,5OUTH
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I
PUBLIC RIW - WIDTH VARIE5 7. UPLAND ACREAGE 15 TO BE CONSIDERED APPROXIMATE DUE TO A PORTION THAT
BOUNDARY BEING INACCE55ABLE UNDER THE BUILDING.
KA�Dwg_serveffolder Name\Name of Drawing.Dwg LOCATION 5URVEY FOR N PATRICK C. BRISTOW
AUGUST 2, 201 6 0.465 AC. E �5 LANDING ASSOCIATION , INC. w ELANDSURVEYING,PC
RWE50 0 25 50 100 CROCK RVALb OLEANDER DRWE
WILMINGTON,N.C. 28403
1324 AI RLI E ROAD PID # R05 700-003-06 2-000 [phone](PH) [phone](FAX)
E-MAIL: [e-mail]
I INCH = 50 FEET CITY OF WILMINGTON NEW MANOVER COUNTY, N.C. FIRM LICENSURE NO.C-3071
Q PATRICK C.M5TOW LAND 5URVEYING.PC AUGUST 201 G

AVERAGE WATER DEPTH PROFILE AT MEAN LOW WATER(5EE NOTE#6)
I,PATRICK C.BRISTOW,CERTIFY THAT TH15 PROPERTY WA5 5URVEYED AND MAP DRAWN UNDER MY 5UPERV1510N: DETAIL NOT TO SCALE EASTV00 ROAD
DE5CRIPTION A5 SHOWN ON THE FACE OF THI5 PLAT,RATIO OF PRECISION A5 CALCULATED BY COMPUTER WRIGIITSVILLE SOUND GROUND LEVEL `�'p+Ts L`�
15 1:10,000+;THAT THE BOUNDARIES NOT 5URVEYED ARE SHOWN BY BROKEN UNE5 PLOTTED FROM f CONCRETE CAP � A�f
INFORMATION REFERENCED;THAT THI5 PLAT WAS PREPARED IN ACCORDANCE WITH'THE STANDARDS OF (ATLANTIC INTRACOASTAL WATERWAI�
PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56.1604);WITNESS MY ORIGINAL SIGNATURE,
LICENSURE NUMBER AND SEAL THI5 2ND DAY OF AUGUST A.D. 201 G. o rTd`
421±l 53'-rl 4$'+' N
5E5
ITE
+I 'FLAATINGbOCK� `. _ FLOATINGDOCK, T:0+:1
MLW+I WE
SUBSTRATE S
PATRICK C.BRI5TOW INTERCONNECTED FLOATING DOCK SYSTEM CONCRETE LOCATION MAP
N.C.PLS No,L-4148
53405 I'18"W 150.5'± (TIE) BULKHEAD
NOT TO SCALE
N 174$61.2000 i/ i i�
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__
53,501 6'56 �' \�� _ (80) _
WESTERN RIGHT OF WAY LINE OF ATLANTIC-J/ ' — ? 2°06 I N 170630.6000
WATERWAY(AIWW) � • •�( • — _ __ '.OeE 2357343.9000
```%11�11�„/''''''' W � S38°16'56"W 53$9.52' MOORED NORMAL HIGH WATER LINE TABLE
�I (FULL TANGENT) FLOATING DOCK
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I
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Z FPROXIMATE NORMAL I L 10 0.89 518059'46"W
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0=IRON PIPE(A5 NOTED) N/F AIRUE MARINA, LLC I w (5EE NOTE#7) DB 5856 PG 876 I
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3 TWO STORY FRAME NOTES
El=GRANITE MONUMENT I X= 5TRUCTURF I
# 1324
�=5ET IRON PIPE I ° O I. ALL DISTANCES ARE GROUND HORIZONTAL IN U.S.SURVEY FEET.
0=5URVEY NAIL
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DRILL HOLE IN GONG. q) CID _
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EXTENSION OF ALLEN'S LANE� O OR COVENANT5 OF RECORD.
X=CHISELED"X'IN CONC. (OWNERSHIP UNKNOWN) IE- % 3. LOT OWNERSHIP INFORMATION FROM NEW HANOVER COUNTY ONLINE
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�=FENCE OR P05T5 t CABLE I N 172042.78 12 —�- 527°51'59 W "1"STONE
E 235451 86.8707 — — 4. THI5 LOT IS LOCATED IN 20NE VE(I 6)AS PER FIRM COMMUNITY#370171,
S� .49' T370 F5 187.9$'(TIE) —" —E7 MAP#37203 1 5700-J,DATED:APRIL 3,2006.
N3 " RDIUS=' 2719.51' N 171878.3897 _ 5. COORDINATES OF END POINT5 OF RIGHT OF WAY OF THE AIWW FROM GOOGLE
AI RLI E ROAD E 235$0$8.6676 EARTH WITH OVERLAY OF U5ACE NAVIGATION DATA. PROJECT COORDINATE VALUE5
h FROM VRS OBSERVATION.
C0/�O PUBLIC RNV - WID11.1 VARIES _ — �� G. WATER DEPTHS A5 DEPICTED IN THE DETAIL HEREON WERE MEA5URED AT THE POINTS
0) /� _
INDICATED AT LOW TIDE AS OBSERVED ON AUGUST 1,2016 AT 1:15 PM. DEFTH5 SHOWN
FOUND I LAN
ARE AN AVERAGE OF CRO55 SECTIONS TAKEN AT NORTH PROPERETY LINE,SOUTH
/`LLENS IJIA I F PROPERTY LINE AND A THIRD SECTION MIDWAY BETWEEN THE NORTH AND SOUTH LINE.
I I 7. UPLAND ACREAGE 15 TO BE CON51DMD APPROXIMATE DUE TO A PORTION THAT
PUBLIC RAV WIDTH VARIES
BOUNDARY BEING INACCE55ABLE UNDER THE BUILDING.
N
K:Wwg_serverlFolder Name\Name of Drawing.Dwg
LOCATION 5URVEY FOR PATRICK C. BRISTOW
045 A •± LAND SURVEYING,
,Pc
AUGUST 2, 201 6 100 CD(ICKER5
LA� I G A SOCIATION INC. � E 4113-A OLEANDER DRIVE
50 0 25 50 N
VALNENGTON,N.C. 28403
I I I I I [phone](PM [phone](FA?)
324 AIRLIE ROAD PID # R05700-003-OG2-000 E-MAIL: pat@bristommve*g.com
I INCH = 50 FEET CITY OF WILMINGTON NEW HANOVER COUNTY, N.C. FIRM LICENSURE NO.C-3071
© PATRICK C. 5RJ5TOW LAND SURVEYING,PC AUGUST 201 G