20160485 Ver 1_CAMA Application_20160513

F
Coastal Management
ENVIRONMENTAL QUALITY
May 13, 2016
MEMORANDUM:
TO:
RECEIVED/NCDENR/DWR
MAY 13 2016
Water Quality Regional
Operations Section
Wilmington Regional Office
Chad Coburn
401 Wetlands
DWR-WiRO / NH Co.
PAT MCCRORY
Govemor
DONALD R. VAN DER VAART
Secretary
BRAXTON DAVIS
Dmeclor
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(aD-ncdenr.-gov
Fax: [phone] (Courier 0416-33)
SUBJECT: CAMA / D & F Application Review
Applicant: Peter Donat
Project Location: 1525 Salty Bay Landing, adjacent to Myrtle Grove Sound/ AIWW,
In Wilmington, New Hanover County
Proposed Project: construction of a private docking facility and gravel walkway w/associated
§404 wetland impacts, at 1525 Salty Bay Landing, adjacent to Myrtle Grove
Sound and the AIWW, in Wilmington, New Hanover County
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 June 3, 2016. If you have any
questions regarding the proposed project, contact Robb Mairs at [phone] when
appropriate, in-depth comments with supporting data is requested.
moo/ c���c c �� ,, aH/�3/i E ccs
REPLY: `� This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
Thi agency o ' c to the project for reasons described in the attached comments.
SIGNED DATE /
Nothing Compares_'__11�_
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

N.C. DIVISION OF COASTAL MANAGEMENT
AGENT AUTHORIZATION FORM
Date
Name of Property Owner Applying for Permit:
Mailing Address:
-16'"3-9 UZ�A,IIJAAK�-7� Lyn
(" k"A �71 -In AIr IAP -.d n IZ
I certify that I have authorized (agent) 'Tg to act on my
behalf, for the purpose of applying for and obtaining all CAMA Permits necessary to
install or construct (activity) _LJ5,2iji) 1),cItIE,
atm property located at)
/Q( -
This certification is valid thru (date) -Mova -
ujm3er
Property Owner Signature Date

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I. APPLICANT'S NAME: Peter Donat c/o Tripp Pippin (Pippin Marine Construction, LLC)
2. LOCATION OF PROJECT SITE: 1525 Salty Bay Landing, adjacent to the AIWW and Myrtle Grove Sound, New Hanover
County.
Photo Index -2006: 21-7382, 15, L-0 2000: 21-262, 15, L-0 1995: 21-244, 10, L-0
State Plane Coordinates - X: 2339287 Y: 132612
Latitude: 34008'31.84"N Longitude: 77052'44.12"W
3. INVESTIGATION TYPE: CAMA & D & F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 01/19/2016
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received — 04/26/16 (Completed)
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - New Hanover County
Land Classification From LUP - Resource Protection
(B) AEC(s) Involved: PT, EW, CW, ORW
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing — Septic System
Planned — N/A
(F) Type of Structures: Existing — Gravel driveway and vacant lot
Planned — Gravel walkway and private docking facility
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands (§ 404 wetlands and
1,800 sq. ft.
2,940 sq. ft.
coastal wetlands)
(§ 404) (DX14 —
(shading)
(B) Non -Vegetated Wetlands
2,154 sq. ft.
(Open water
(incorporated)
(C) Other (High Ground Disturbance)
(D) Total Area Disturbed: 6,894 sq. ft. (0.16 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SA-ORW Open: No
8. PROJECT SUMMARY: The applicant proposes to construct a gravel walkway with associated § 404 Wetlands impact and a
private docking facility into Myrtle Grove Sound.

Peter Donat
Page 2
9. PROJECT DESCRIPTION:
The applicant's property is located at 1525 Salty Bay Landing in New Hanover County, adjacent to the AIWW and Myrtle Grove
Sound. To find the property one would travel south from Wilmington on South College Road (NC 132) to the intersection of South
College, Carolina Beach Road (NC 421) and Piner Road. This intersection is known locally as Monkey Junction. Turn left onto
Piner Road and travel approximately 1 mile east until you reach Myrtle Grove Road. Turn right onto Myrtle Grove Road and travel
south for approximately 1.65 miles until you reach Salty Bay Landing, which will be on the left. Turn onto Salty Bay Landing and
continue down the unimproved road until your reach the property of interest on the left.
The property is a residential lot approximately 1.0 acres and has an average elevation of approximately 8' above normal high water
(NHW). Outside of an existing gravel driveway and small timber shed, there are no existing structures on the applicant's property.
Highground vegetation consists of hardwoods and other woody species including: Oak, Pines, Cedar and Dogwood. Vegetation
bordering the eastern highground area of the property supports §404 and coastal wetlands vegetation including: Wax Myrtle
(Myrica cerifera L.), Marsh -elder (Iva frutescens), Grounsel-bush (Baccharis halimifolia), Sea Oxeye (Borrichia frutescensj, Salt
Meadow Grass (Spartina patens) and Black Needlerush (Juncus roemarianus). The coastal wetlands transition to an area
consisting primarily of Smooth Cordgrass (Spartina alterniflora) in an area approximately 380' in width. It appears through the
provided survey that the U.S. Army Corps of Engineers (USACE) has delineated the existing §404 wetlands on-site. The N.C.
Division of Coastal Management (NCDCM) flagged the coastal wetlands boundary on January 19, 2016 (see Sheet 3 of 3).
The property has approximately 1 00'of frontage along the AIWW and Myrtle Grove Sound, which the application states this section
of the waterbody measures approximately 1,400' across. Waterward of the applicant's property is a natural channel, measuring
approximately 200' in width within Myrtle Grove Sound between the open water area and the AIWW channel. There is an existing
private pier located to the north of the applicant's property along the same shoreline, which is located to the edge of this natural
channel. There is a community marina basin and access channel to the AIWW to the south of the applicant's property (The Tides
HOA), which this natural channel connects to the access channel of this marina basin.
The current joint City of Wilmington and New Hanover County Land Use Plan 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 Myrtle Grove Sound
are classified as SA-ORW by the NC Division of Water Resources, and they are CLOSED to the harvest of shellfish. These waters
are designated as a Primary Nursery Area (PNA), by the NC Division of Marine Fisheries.
PROPOSED PROJECT:
The applicant proposes to construct a gravel walkway with associated §404 Wetlands impact and a private docking facility into
Myrtle Grove Sound. The application states a gravel walkway, measuring approximately 200' in length by 9' in width would be
constructed along the most northern end of the property, which would be within jurisdictional §404 wetlands. The application
states the walkway would be to help facilitate the construction of the access pier to the proposed docking facility and to reduce the
cost of construction.
Once the gravel walkway reaches the upper limits of coastal wetlands, a fixed pier, measuring approximately 810' in length by 6' in
width would extend towards the east into Myrtle Grove Sound. The pier would then terminate onto a fixed platform, measuring
approximately 12' in length by 12' width, creating a 7 -head" configuration. An access ramp would then lead onto a floating dock,
measuring approximately 40' in length by 9' in width, which would run in the same alignment as the access pier. Based on the
survey, the floating dock would be located at the edge of the natural channel within the -2.0' normal low water (NLW) contour. The
applicant states that the proposed docking facility would provide mooring for up to four (4) vessels. As proposed and per the
riparian survey, the proposed docking facility would be located within the established pier length to the north, within the applicant's
area of riparian access, would not encroach into the adjacent 15' riparian corridor setback area requirement, nor the natural
channel. The application states the proposed docking facility would not exceed the current 114 distance rule and would be
approximately 615' from the near edge of the 80' setback from the AIWW.
The application did not include proposed upland development plans for this property; however, the provided survey depicts a
proposed dwelling footprint, measuring approximately 60'x 70'(4,200 sq. ft.), which would be approximately 15% impervious area
within the 575' Area of Environmental Concern (AEC) and would be located landward of the Coastal Shoreline 30' Buffer.

Peter Donat
Page 3
10. ANTICIPATED IMPACTS:
The proposed gravel walkway would result in the impact of approximately 1,800 sq. ft. of § 404 wetlands (0.04 acres), which would
be located between the highground and the access pier. The application states the walkway would be to help facilitate the
construction of the access pier to the proposed docking facility and to reduce the cost of construction. The proposed access pier
would shade approximately 2,940 sq. ft. of coastal wetlands would incorporate approximately 2,154 sq. ft. of Public Trust Area and
Estuarine Waters. As proposed, the applicant's proposal would not encroach into the 80' federal setback requirement from the.
AIWW channel. Based on the provided riparian survey, the proposed structures would not encroach into the adjacent 15' riparian
corridor setback area requirement. The proposed structures would allow the facility to accommodate up to four (4) vessels in water
depths of approximately -2.0' @ NLW. The proposed structures would extend approximately 340' into a waterbody, which
measures approximately 1,400' across. Based on the survey, the floating dock would be located to the edge of the natural channel
at the -2.0' normal low water (NLW) contour. As proposed, the docking facility appears to not exceed the 1/4 width rule and the
established pier length, aforementioned. Minor increases in turbidity should be expected during construction; however, no long
term impacts are anticipated.
Submitted by: Robb L. Mairs Date: 05/12/2016 Office: Wilmington

R O. Box 11291
Wilmington, NG 28404
www.pippinmarine.com
April 21, 2016
NCDENR
127 N. Cardinal Drive
Wilmington, NC 28405
\\``�I��ri
'4
r4
Office/Fax: [phone]
Mobile: [phone]
[e-mail]
The enclosed CAMA major permit application for Pete Donat,1525 Salty Bay Landing, Wilmington, NC
28409, is to build a fixed pier 6' wide and 810' long. There will be a 12'x 12' deck area at the end. The
floating dock will be 9' wide and 40' long. The total length of everything will be 874'. There will be 3-4
boat slips and the dock will be private and for family use only.
I✓,tip l'LY\- h e oro D 0S -J �'i C r
ra ve ( wa 16a16al aflprte- a00' V ° �L 0,10
Trip Pippin-(�,ro p vs� �cc.�ss Pi e ,r
Pippin Marine Construction, LLC rJ -JT Lt
",4
FloatingPiers , Pilings - Boat Ufts - Bulkheads - Docks

J'
APPLICATION
major levoloollent Formn
(last e+ Owd 1=7106)
North Carolina DIVISION OF COASTAL MANAGEMENT
3. Primary Applicant) Landbwner Information
Business Name
Project Name (if applicable)
Applicant 1: First Name
MI
Last Name
/7 a-
7'
Applicant 2: First Name
MI
Last Name
Agent/ Contractor 2: PlrrstName
If additional applicants, please attach an additional pages) with names listed_
Mfajil/i}n�/ Address
,Jy{fJ� {3/ PO Box
CR
y ypr State
i
y7 6A I
ZIP` !�(J � Country Phone No.
OU � ,, v -,5Y2 ext-
xt-Street
FAX No.
StreetAddress (if different from above) City
State ZIP
Email .f' L.�.:'�,����%it�� ll�� �tif�"E� o GO�✓7
��
2. Agent/Contractor Information
Business Name
Agent/ Contractor 1: First Name
MI Last Name
d g
Agent/ Contractor 2: PlrrstName
AN Last Name
Mailing Address
PO Box C'siy
State
ZIP
Phone No. 1
�/® - -41'21-.20 ( ext.
Phone No. 2
71,,A -,22P -12.f,,4 ext.
FAX No.
f —2�0
Contractor#
M
Street Address (if different from above)
City
State ZIP , yy61,,
,2,5-7/ z Y L
Email
is I'Z'`.y�t'''
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<Forrn continues on back>
2is 2-8CtL3 ?k3€ic 868• r b'GAST a. w,;m �.nccoastaln��;ryaagement.net

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3 Project Location
County (can be multiple) pp Streeett Address
�°�
6 -
State Rd. #
Subdivision Name
City i
State
Zip Q
Phone No.
Lot No.(s) (rf many, attach additional page with list)
- - ext.
I I f
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
ap e
h. How does local government zone the tract?
c. Is the water body identified in (b) above, natural or manmade?
MUnknown
d. Name the closest majo water body to the proposed project site.
f
❑Natural ❑Manmade
, , c'k7
e. 1 proposed work within city limits or planning jurisdiction?
f. If"applicable, list the planning jurisdiction or city limit the proposed
es QNO
Work falls W�In. e F
/V11 Ce
4. Site Description
a. Total length of shoreline on the ct of j
b. Size of entire tract (sgft•)
c. Size of individual lots), . •
0 c14' 5 �
d_ Approximate elevation of tract above NHW (norma( high water) or
NWL (normal water level)
9
,q
J
(If many lot sizes, please attacli additional page with a list)
HVV or aN Wf-
e. Vegetation on tract
..�
f. Man-made features and uses now on tract
g. Identify and describe the existing land uses adjacent to the proposed project site.
h. How does local government zone the tract?
1. Is the proposed project consistent with the applicable zoning?
r J
(Attach zoning compliance certificate, if applicable)
Jen % e%? 77
es ONo DNA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? Dyes No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes Wo j]NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a OYes o []NA
National Register fisted or eligible property?
<Form continues on next page>
252-r10a-2868 I -8B8-4 RCOASI ., �vvaer�,:c�oa saiaaaa.iagara�eeg .seef

Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site?
es []No
(ii) Are there coastal wetlands on the site? _' -
es [-]No
(iii) If yes to either (1) or (ii) above, has a delineation been conducted?
gYes []No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
of equipment and where it is to be stored.
d~�a'%, # I
xi:
o. Describe existing drinking water supply source_
40 p—
d. List all development activities you propose.
p. Describe existing storm water management or treatment systems.
,� ,�, des
Ld t V tit i;9
e. Are the proposers activities maintenance of an existing protect, new worts, or both?
5 Acfivitfes and Impacts
a. Will the project be for commercial, public, or private use? OCommercial ❑Public/Govemment
'vate/Community
b. Give a brief description ofpurpose, use, and daily om mila>,s of thepro)ect when compWa
hiva.k ALY11;1Y Aje 4A71V
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~�a'%, # I
xi:
d. List all development activities you propose.
,� ,�, des
e. Are the proposers activities maintenance of an existing protect, new worts, or both?
f. What is the approximate total disturbed land area resulting from the proposed project?
❑Sq.Ft or []Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes
o (]NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
I'ldr, e—
i. Will wastewater or stormwater be discharged into a wetland? OYes
o nNA
If yes, will this discharged water be of the same salinity as the receiving water? 0Yes
[]No [INA
ge
j. is there any mitigation proposed? nYes
o nNA
If yes, attach a mitigation proposal.
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252-806-2806 :: 1-886-4RCOAST :: dswvv-.nccoasttaSmanagement.n-ef

. Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional information
in addition to this completer) application form, (MP -1) the following itemsbelow, if applicable, must be submitted in order for the appficatioo
package to be complete. Items (a) — (i} .are always applicable to iWk majordoVelopment application. Please consult the application
insiruc&n bwVet ori haw to prapadyp Vm iWWred 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 slate app4calion only) or other instrument under which The applicant claims We to the affected properties.
e. The appropriate application fee. Check or money order made payable to DFNR.
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 cx mitred marl. such landowners must be ad-Ased that they have 30 days in
which to submit comments.99 theproposed project to the Division of Coastal Management
Namer� �7 a / 1 Phone No.
Address /116 l GL IA Za� m Phone No:
Name
Address
Name �p,��j ,�",dr! Phone No.
O.
Address �► f�tA �+��e + $
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 wilif the N.G. Environmental Policy Act (N.C.G.S. 11 3A 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 ftt the i formation provided in this application is truthful to the best of my knowledge.
Date to 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
❑DCM MP -3 Upland Development
XOCIVI MP -4 Structures information

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. EXCAVATION WIThis section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
c. (i) Does the area to be excavated include coastal wetlands/marsh d. High -ground excavation in cubic yards.
_....(CW),.submergedaquaticvegetation.(SAV),.shell_bottom(SB), ..........._..._.. . _._._.. __ .._..._ _...._.. ..__.. _._...
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV OSS
❑WL ❑None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL [ll This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area?
❑Yes []No RNA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
(:)CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(ii) If yes, how much water area is affected?
r r nN i��t
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
(NLW or
NWL)
stabilization
Length
200
Width
Avg. Existing
NA
NA
1
Depth
Final Project
NA
NA
Depth
1. EXCAVATION WIThis section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
c. (i) Does the area to be excavated include coastal wetlands/marsh d. High -ground excavation in cubic yards.
_....(CW),.submergedaquaticvegetation.(SAV),.shell_bottom(SB), ..........._..._.. . _._._.. __ .._..._ _...._.. ..__.. _._...
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV OSS
❑WL ❑None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL [ll This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area?
❑Yes []No RNA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
(:)CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(ii) If yes, how much water area is affected?
r r nN i��t

3. SHORELINE STABILIZATION KThis seition not applicable
(If development is a wood groin, use MP -4 — Structures)
a. Type of shoreline stabilization:
❑Bulkhead ❑Riprap ❑Breakwater/Sill []Other:
c. Average distance waterward of NHW or NWL:
b. Length:
Width:
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 ❑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. In. Type of fill material.
Bulkhead backfill Riprap
BreakwatedSill . Other
L Source of fill material.
4. OTHER FILL ACTIVITIES 49i7is section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? es ❑No ❑NA .._b___(i).Will rill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water Ni4
(iii) Dimensions of fill areaX,ior� .
(iv) Purpose of fill
•r dt e I w4
submerged aquatic vegetation (SAV), shell bottom (Sts), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑�CC+w� ❑SAV
,_.,�SB
�wL W []None
(ii) Describe the purpose of the fill in these areas:
Lf,
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)?
l r 414C%n e
c. (i) Will navigatin1 aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
❑Yes [@No ❑NA site? ❑Yes ®ice ❑NA
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Date
44 Zell �
Project Name
Applicant Name �-7'e .
c ri Cvn: + UC
C.
Applicant Signature.
A

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/Govemment [ 1 rivate/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number
(iii) Length V�
(iv) Width J -
(v) Floating []Yes XNO
[I This section not applicable
b. (i) Will the ac'lity be open to the general public?
❑YesNo
d. (i) Are Finger Piers included? ❑Yes No
If yes: X
(ii) Number
(iii) Length
(iv) Width
i. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water; dredging for basin and/or channel
,*pen water, no dredging required
[]Other; please describe:
k• Typical boat length: L $ e
m. (i) Will the facility have tie pilings?
❑YesNo
(ii) If yes number of be pilings?
j. Describe the typical boats to be served (e.q< open runabout)
charter boats, sail boats, mixed types).
I. (i) Will the facQity be open to the general public?
❑Yes *0
Pj,.
(v) Floating ❑Yes []No
e. (i) Are Platforms included? tlYes ❑No
f. (i) Are Boatlifts included? ❑Yes ❑No
If yes:
If yes:
(ii) Number
(ii) Number
(iii) Length%"
(iii) Length
(iv) Width
(iv) Width
(v) Floating Was ❑No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Numberpf slips proposed
h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing
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: ,
i. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water; dredging for basin and/or channel
,*pen water, no dredging required
[]Other; please describe:
k• Typical boat length: L $ e
m. (i) Will the facility have tie pilings?
❑YesNo
(ii) If yes number of be pilings?
j. Describe the typical boats to be served (e.q< open runabout)
charter boats, sail boats, mixed types).
I. (i) Will the facQity be open to the general public?
❑Yes *0
Pj,.

2. DOCKING FACILI MMARINA 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:
❑ 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 we 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?
m. v
he marina/docking facility proposed within a primary or secondary nursery area?
Yes []No 1,?

n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other etlands (WL)? If any boxes are checked, provide the number of square feet affected.
W ❑SAV ❑SB
CB
OWL ❑None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑YesNNo
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease. `
13. BOATHOUSE (including covered lifts) t This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Govemment ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
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.) XThis section not applicable
a• (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) This section not applicable
a• Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS kfhis section not applicable
a. Is the structure(s):
❑Commercial OPublic/Govemment ©Private/Community
c• Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
r'�'�.`A e'� . 4�g .,..>i.,r! : i'r�i< � �is .�ss.�r .o i!_ ___..,r"t✓.. ��.,8�i', !' '.;:� __°_+�' "tr.'?ddw'r#i., �1.:F �, r..,.

1a fir MAR RUIP Y4��;�sd''�'c'•e'f x:$51 �''.'.�3 � r•� w 4 oiv 4,
a. Proximity of structure(s) to adjacent riparian property lines
f°• ';'� S ip
Note: For buoy or mooring piling, use aro of swing including length
of vessel.
c. Width of water body
A-W&M. 16/00
e. (i) Will na ' a 'onal aids be required as a result of the project?
0Yes MNo [INA
(ii) If yes, Aplain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
3 oiq 9
d. Water depth at waterward end of structure at NLW or NWL
OF
A44V
8. OTHER ❑This section not applicable
a. Give complete description:
Peck,
&
Date
A&
Project Name
!'
Applicant N e
Applicant Signature
2102-808- 808 '- 1..88 rAST •is ri: 'per / ': ;

' E,I.R11 Control Corner
ABOVE INSERT
� � dy BASE FLOOD E:LEVAT oS N QT TO
N ^�y�,ry� �0e 3 SCOLE
SITE �� Q s�
w Blas,
Zcs bo*
*WRY O4�S 00rAs �H 46,e
Y"SUJ
N W
01 v 3
Zen
-DEN RD
d
LL Z ai WF
0
p Z tea' Peter and Lily Donat
NEW HANOVER COUNTY
NORTH CAROLINA
Normal High Water and Coastal Wetlands flagged and marked
by Robb Maris, Division of Costal Management, January 20,
2016. New Hanover County, NC.
LOCALIZED GROUND COORDINATES
EIR#1 132,741.77 2338894.50
E I R#2 132, 602.91 2339296.18
OTN—EXISTING TRAVERSE NAIL
0 EIR.....EXISTING REBAR
NCL MON..... CONCRETE MONUMENT
W -WATER METER
G -GAS METER
T -TELEPHONE PEDESTAL
IPARRIGATION PUMP
.-UNE NOT SURVEYED
BOUNDARY UNE
_ ...RIGHT OF WAY
.SETBACK UNE
REGISTER OF DEEDS IN MAP BOOK 53 PAGE 133; THAT
THE BOUNDARIES NOT SURVEYED ARE SHOWN AS
BROKEN LINES FROM REFERENCED RECORD
INFORMATION; THAT THIS SURVEY DOES NOT MEET
NCGS 47-30 STANDARDS AND IS NOT FOR RECORDATION,
CONVEYANCE OR SALES.
NEW HANOVER COUNTY
NORTH CAROLINA
I, BENJAMIN F. FARROW Ill, PLS CERTIFY THAT THIS
EXISTING CONDITION SURVEY WAS FIELD LOCATED AND
DRAWN UNDER MY DIRECT SUPERVISION; THE SUBJECT
PARCEL IS REFERENCED IN THE NEW HANOVER COUNTY
REGISTER OF DEEDS IN MAP BOOK 53 PAGE 133; THAT
THE BOUNDARIES NOT SURVEYED ARE SHOWN AS
BROKEN LINES FROM REFERENCED RECORD
INFORMATION; THAT THIS SURVEY DOES NOT MEET
NCGS 47-M STANDARDS AND IS NOT FOR RECORDATION,
CONVEYANCE OR SALES.
.:- r Jf
PROFESSIONAL SURVEYOR L5104
00"
SEE INSERT N/F
Z N s f s� *aQ k George Huffman
ti y0, 01 W S� DB 2982 PG 924
Fe A00
O p S$ Proposed 9' Gravel Walkway MB 36 PG 285 ��,/
v v ary S D 4c�5pp, 6•f 1,823 Square Feet ZONE R-15 S%//V
Z 2 9 a Z > 0.042 Ac -Residential
N/F
'- G P/E/�
Georde and Mary Cain S oa\
D.B.1303 PG 165 /oN
R-15-ResidentialI o"'
0.47 Ac �N
NOTES: oo�
1. The depicted survey was obtain from air •\\ \
actual field survey made by this office \ °
and referenced in plat (January 2016) MB. 53, PG. 133\\
2. The purpose of this survey is to delineate
the existing conditions on Lot 1 and show proposed walkway
and pier,
3. All known encroachments are noted on survey.
4. Adjoiners per New Hanover County GIS.
5. Lot 1 lies within FEMA Zones "VE,AE and X" per
FEMA Map No. 3720313300J.
Zone AE Base Flood Elevation=13.0'. Elevations are NAVD 88.
Effective Date: April 3, 2006.
6. All distances are horizontal ground measurements
unless otherwise noted.
7. All areas computed by coordinate computation
method.
8. Reference Map Book 53, Page 133 for overall
subdivision plat
9. Survey basis of bearing per NC VRS network
using Trimble GNSS Model 4 survey grade
dual frequency receivers.
10. New Hanover County Pin No: R07900-005-025-000.
11. This survey was executed without the benefit of a full
title report and is subject to any easements, Right-of-
Wa or encumbrances a full title report may reveal..
DATE SCALE EXISTING CONDITIONS
4/11/16 I"= 100' SURVEY FOR:
DRAWN BY CHECKED BY Pete and Lily B.N.H. B.F.F. y Donat
EXISTING CONDITION 1525 Salty Bay Lane
SHEET LOT 1 of The Old Padgett Tract
Myrtle Grove Township, North Carolina, 28449
New Hanover County
N y g Start Pier 0206 Ac
C.
�\ 3' >fJ Ja Pte`
, g0 COASTAL WETLAND BOUNDARY
N/F -
S Peter and Lily L p
DB 5865 PG 1599
p 52, 2p' Me 53 PG 133
t4 j•� ZONE R -15 -Residential
Ac
,oh
0 / ` � � 8,365 §T ' o
T 6'f
N/F �.
A
g\38 \ \ Dianne P. Braswell
�9 •� � DB 5518 PG 1943
MB 53 PG 133 Op� %5� N
SAL �, �` \\
ZONE F2.06Ac ential SFS P%�R `BU ` L o O�G�
Rp _s43 c� _
GEODETIC CONTROL TIE
NGS "KEYES- ( PUBLISHED) \ M�$ S09' 59' 48'E AR//q��, o -�,. k1C�' � °
STATE PLANE NORTHING=132,169.18 (ft) (NAD 1983/NSRS 2007)�` 90.16 �'i Ll �° X69, 4p'Opx9'
STATE PLANE EASTING= 2,337,312.76 (ft) (NAD 1983/NSRS 2007)
ELEVATION= 26.00' (ft) (NAVD 1988) '•�
HORIZONTAL ORDER: SECOND CLASS 0 N/F
OBSERVED STATE PLANE COORDINATES , hland Properties, LLC
NORTHING=132,169.50 (ft) (NAD 1983/2007) RuDB 5082 PG ies1 s L j
EASTING= 2,337,312.70 (ft) (NAD 1 9 8 312 0 07) Z
ELEVATION=25.59' ZONE R -2 -Residential ;
OBSERVED HORIZONTAL POSITIONAL TOLERANCE: 0.11.6 AO
SIO.37'11"E 0.33 (ft) (GRID) \ o
OBSERVED GRID TIE FROM CONTROL CORNER (LOCALIZATION POINT) S09' 59' 48'E U
TO NGS "KEYS": 90.163 U
S70°05'59"W 1,682.19' GRID o
GRAPHIC SCALE
LSP 1«ocri e, e' . P. <1. ]�- C r 100 o so �s1w
211 Racine Ui�Cuiic• 101 vIC
lvdmingfon, NC 284.03
910-313-6618ESP I 1
N'\\R ('S�:1 cor•l ilt C� CO1"1"1 ""� � h��1 LLJ :"
rclefar 01D -31 3 6823 ( 1 `/ L6 IN US SURVEY FEET
Li(-ensi : c'- 05B7 j
1 inch = 100 ft.
PA rilLgN�
L Q W �� 06 5865 PG 1599 1'
4
�
ry
U
pJ
U V ZONE R-15 Re idential
5
VICINITY
TT
N-70,
8q y R"o
O
NEW HANOVER COUNTY
NORTH CAROLINA
Normal High Water and Coastal Wetlands flagged and marked
by Robb Maris, Division of Costal Management, January 20,
2016. New Hanover County, NC.
LOCALIZED GROUND COORDINATES
EIR#1 132,741.77 2338894.50
E I R#2 132, 602.91 2339296.18
OTN—EXISTING TRAVERSE NAIL
0 EIR.....EXISTING REBAR
NCL MON..... CONCRETE MONUMENT
W -WATER METER
G -GAS METER
T -TELEPHONE PEDESTAL
IPARRIGATION PUMP
.-UNE NOT SURVEYED
BOUNDARY UNE
_ ...RIGHT OF WAY
.SETBACK UNE
REGISTER OF DEEDS IN MAP BOOK 53 PAGE 133; THAT
THE BOUNDARIES NOT SURVEYED ARE SHOWN AS
BROKEN LINES FROM REFERENCED RECORD
INFORMATION; THAT THIS SURVEY DOES NOT MEET
NCGS 47-30 STANDARDS AND IS NOT FOR RECORDATION,
CONVEYANCE OR SALES.
NEW HANOVER COUNTY
NORTH CAROLINA
I, BENJAMIN F. FARROW Ill, PLS CERTIFY THAT THIS
EXISTING CONDITION SURVEY WAS FIELD LOCATED AND
DRAWN UNDER MY DIRECT SUPERVISION; THE SUBJECT
PARCEL IS REFERENCED IN THE NEW HANOVER COUNTY
REGISTER OF DEEDS IN MAP BOOK 53 PAGE 133; THAT
THE BOUNDARIES NOT SURVEYED ARE SHOWN AS
BROKEN LINES FROM REFERENCED RECORD
INFORMATION; THAT THIS SURVEY DOES NOT MEET
NCGS 47-M STANDARDS AND IS NOT FOR RECORDATION,
CONVEYANCE OR SALES.
.:- r Jf
PROFESSIONAL SURVEYOR L5104
00"
SEE INSERT N/F
Z N s f s� *aQ k George Huffman
ti y0, 01 W S� DB 2982 PG 924
Fe A00
O p S$ Proposed 9' Gravel Walkway MB 36 PG 285 ��,/
v v ary S D 4c�5pp, 6•f 1,823 Square Feet ZONE R-15 S%//V
Z 2 9 a Z > 0.042 Ac -Residential
N/F
'- G P/E/�
Georde and Mary Cain S oa\
D.B.1303 PG 165 /oN
R-15-ResidentialI o"'
0.47 Ac �N
NOTES: oo�
1. The depicted survey was obtain from air •\\ \
actual field survey made by this office \ °
and referenced in plat (January 2016) MB. 53, PG. 133\\
2. The purpose of this survey is to delineate
the existing conditions on Lot 1 and show proposed walkway
and pier,
3. All known encroachments are noted on survey.
4. Adjoiners per New Hanover County GIS.
5. Lot 1 lies within FEMA Zones "VE,AE and X" per
FEMA Map No. 3720313300J.
Zone AE Base Flood Elevation=13.0'. Elevations are NAVD 88.
Effective Date: April 3, 2006.
6. All distances are horizontal ground measurements
unless otherwise noted.
7. All areas computed by coordinate computation
method.
8. Reference Map Book 53, Page 133 for overall
subdivision plat
9. Survey basis of bearing per NC VRS network
using Trimble GNSS Model 4 survey grade
dual frequency receivers.
10. New Hanover County Pin No: R07900-005-025-000.
11. This survey was executed without the benefit of a full
title report and is subject to any easements, Right-of-
Wa or encumbrances a full title report may reveal..
DATE SCALE EXISTING CONDITIONS
4/11/16 I"= 100' SURVEY FOR:
DRAWN BY CHECKED BY Pete and Lily B.N.H. B.F.F. y Donat
EXISTING CONDITION 1525 Salty Bay Lane
SHEET LOT 1 of The Old Padgett Tract
Myrtle Grove Township, North Carolina, 28449
New Hanover County
N y g Start Pier 0206 Ac
C.
�\ 3' >fJ Ja Pte`
, g0 COASTAL WETLAND BOUNDARY
N/F -
S Peter and Lily L p
DB 5865 PG 1599
p 52, 2p' Me 53 PG 133
t4 j•� ZONE R -15 -Residential
Ac
,oh
0 / ` � � 8,365 §T ' o
T 6'f
N/F �.
A
g\38 \ \ Dianne P. Braswell
�9 •� � DB 5518 PG 1943
MB 53 PG 133 Op� %5� N
SAL �, �` \\
ZONE F2.06Ac ential SFS P%�R `BU ` L o O�G�
Rp _s43 c� _
GEODETIC CONTROL TIE
NGS "KEYES- ( PUBLISHED) \ M�$ S09' 59' 48'E AR//q��, o -�,. k1C�' � °
STATE PLANE NORTHING=132,169.18 (ft) (NAD 1983/NSRS 2007)�` 90.16 �'i Ll �° X69, 4p'Opx9'
STATE PLANE EASTING= 2,337,312.76 (ft) (NAD 1983/NSRS 2007)
ELEVATION= 26.00' (ft) (NAVD 1988) '•�
HORIZONTAL ORDER: SECOND CLASS 0 N/F
OBSERVED STATE PLANE COORDINATES , hland Properties, LLC
NORTHING=132,169.50 (ft) (NAD 1983/2007) RuDB 5082 PG ies1 s L j
EASTING= 2,337,312.70 (ft) (NAD 1 9 8 312 0 07) Z
ELEVATION=25.59' ZONE R -2 -Residential ;
OBSERVED HORIZONTAL POSITIONAL TOLERANCE: 0.11.6 AO
SIO.37'11"E 0.33 (ft) (GRID) \ o
OBSERVED GRID TIE FROM CONTROL CORNER (LOCALIZATION POINT) S09' 59' 48'E U
TO NGS "KEYS": 90.163 U
S70°05'59"W 1,682.19' GRID o
GRAPHIC SCALE
LSP 1«ocri e, e' . P. <1. ]�- C r 100 o so �s1w
211 Racine Ui�Cuiic• 101 vIC
lvdmingfon, NC 284.03
910-313-6618ESP I 1
N'\\R ('S�:1 cor•l ilt C� CO1"1"1 ""� � h��1 LLJ :"
rclefar 01D -31 3 6823 ( 1 `/ L6 IN US SURVEY FEET
Li(-ensi : c'- 05B7 j
1 inch = 100 ft.