20171580 Ver 1_CAMA Application_20171208

D " ROY COOPER
D Govemor
Iq
:ER
2O�%MICHAEL S. REGAN
Secretary
0 - �soUR ES
Coastal Management RP RM�TT BRAXTON DAVIS
Utrector
ENVIRONMENTAL QUALITY
December 5, 2017
TO: Karen Higgins
401 & Buffer Permitting Unit
DWR/Water Quality Permitting
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 / Dredge & Fill Application Review
Applicant: Dave Rizzo
Project Location: 8516 Bald Eagle Ln., adjacent to Middle Sound, in New Hanover Co.
Proposed Project: to expand and reconfigure an existing docking facility and to construct
a new single-family residence with pool, shed and bulkhead.
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 December 29, 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

1.
2.
3.
4.
5.
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Dave Rizzo c/o Tongue & Groove LLC
LOCATION OF PROJECT SITE: Site is located at 8516 Bald Eagle Lane, adjacent to Middle Sound and AIWW
Wilmington, New Hanover County.
Photo Index — 2006: 22-7430 UV 11-12 Lat: 34017'36.68"N Long: 77°44'48.27"W
INVESTIGATION TYPE: CAMA/D&F
INVESTIGATIVE PROCEDURE: Date of Site Visit —10/13/17
Was Applicant Present — No
PROCESSING PROCEDURE: Application Received —11/27/17
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan— Wilmington - New Hanover County
Land Classification From LUP — Residential, Conservation
(B) AEC(s) Involved: PT, EW, CS, PTS, CW
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing- Septic
Planned- N/A
(F) Type of Structures: Existing- Single-family residence and private docking facility
Planned- Single-family home, pool, new vinyl bulkhead, and expand and
reconfigure existing docking facility
(G) Estimated Annual Rate of Erosion: N/A
7. HABITAT DESCRIPTION:
[AREA]
nRFDnFn FniFn OTHER
(A) Vegetated Wetlands (Coastal)
60 ft2
shaded
(B) Non -Vegetated Wetlands (Open Water)
2,568 ft2
(incorporated)
(C) Other - Highground disturbance
4,000 ft2
(area behind
bulkhead
40,231 ft2
(grading)
receiving graded
material)
(D) Total Area Disturbed: 42,799 ft2 (0.98 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA-ORW Open: Yes
8. PROJECT SUMMARY: The applicant proposes to reconfigure and expand an existing private docking facility,
construct a new vinyl bulkhead, and construct a new single-family residence, pool and shed.

Dave Rizzo c/o Tongue and Groove LLC
Page 2
9. PROJECT DESCRIPTION
The applicant's property is located at 8516 Bald Eagle Lane, adjacent to Middle Sound and the Atlantic Intracoastal
Waterway (AIWW) near Wilmington, New Hanover County. To locate the property from the Wilmington Regional Office,
travel north on Market St. / US -17 Bus N for approximately 5.30 miles. Turn right onto Porters Neck Rd. and continue
straight through the first roundabout. Take a slight right to stay on Porters Neck Rd. and travel approximately 1.42 miles.
Turn left on to Bald Eagle Ln. and travel approximately 0.5 miles. The project site will be located on the right-hand side of
the street.
The project site is a residential lot with approximately 137' of shoreline frontage along the AIWW and Middle Sound. The
elevation of the high ground area of the lot averages approximately 15' above normal water level (NWL). High ground
vegetation consists primarily of lawn grasses, woody shrubs, and landscape vegetation. The upland area is currently
developed with a single-family home, detached garage, and driveway. The shoreline of the property has not been
stabilized and slopes steeply to a small fringe of 404 wetlands approximately 20' in width which transition to Coastal
Wetlands approximately 80' in width. The Coastal Wetlands are primarily Smooth Cord Grass (Spartina alterniflora) with
Glasswort (Solicornia spp.) and Sea Lavender (Limonium caroliniana) also present on site. Mean High Water (MHW)
ranges from approximately 50' to 60' waterward of the wetlands. An existing docking facility extends from the center of
the property in a southeasterly direction into Middle Sound. Leading to the docking facility is a elevated wooden
walkway and a gazebo approximately 45' from NHW and measuring approximately 20' by 20'. The docking facility
consists of a fixed pier measuring approximately 190' by 6', a fixed 'T -head' platform measuring approximately 16' by 16'
and a floating platform measuring approximately 16' by 8'. There are two existing tie pilings approximately 13' south of
the floating platform. There is an existing 13' in width by 13' in length boatlift that extends off the north side of the
existing fixed platform. The existing docking facility allows for two (2) formalized slips.
The shoreline to the south has been stabilized with a bulkhead that extends approximately 50' waterward of the upper
limits of coastal wetlands on the project site. The adjacent shoreline to the north has not been stabilized. Both of the
adjacent properties to the north and south are developed with single-family residences and docking facilities. No known
archaeological sites are within the project vicinity. Previous owner, Mr. James Holderfield obtained CAMA General
Permit No. 4915D to construct the docking facility on 5/15/1989. Mr. Dave Rizzo obtained CAMA Minor Permit No. 17-
45 to demolish the existing residence on November 22, 2017.
The City of Wilmington/ New Hanover County Land Use Plan classifies the adjacent waters as Conservation, and the
adjacent high ground portion of the project area Conservation/Residential. The waters of the AIWW are classified SA;
ORW by the Division of Water Resources and are NOT designated as a Primary Nursery Area (PNA) by the N.C. Division
of Marine Fisheries. They are OPEN to the harvest of shellfish.
PROPOSED PROJECT
The applicant proposes to reconfigure and expand an existing private docking facility, construct a new vinyl bulkhead, and
construct a new single-family residence, pool and shed. The applicant proposes to reconstruct and expand the entire
docking facility which would include a 212' by 6' fixed pier. Approximately 10' from the terminus of the pier along the
southern edge would be a 20' by 20' covered platform. Extending from the terminus of the fixed pier would be a ramp
leading to a "U-shaped" floating platform. The main spine would run parallel to the channel and measure approximately
36' by 8'. Extending landward from the western edge of each end of the main spine would be two additional floats. The
float on the northern end would measure approximately 32' by 8' and the float along the southern end would measure
approximately 12' by 8'. Along southern edge of the floating dock measuring 12' by 8' would be a boat lift measuring
approximately 16' by 16'. The configuration would provide docking space for up to four (4) vessels at this location within
water depths of approximately 4 at NLW. The docking facility would extend approximately 130' into a waterbody which
measures approximately 598' across and would meet the % width distance and the established pierhead line (see Page 2
of 5).

Dave Rizzo c/o Tongue and Groove LLC
Page 3
The applicant proposes to construct approximately 100' of new vinyl bulkhead. As proposed, the new bulkhead would
be aligned landward of 404 and Coastal Wetlands. The proposed bulkhead alignment would be approximately 50 feet
landward of the adjacent property's bulkhead to the south. The limits of disturbance would be located approximately
20 feet landward of the proposed new bulkhead alignment for the tie back system, however, there will be additional
disturbance for the addition of fill material, which will be located immediately landward of the bulkhead to
approximately 40' landward of the new bulkhead.
The applicant proposes to construct a new single-family residence approximately 80' in length by 50' in width, a pervious
paver driveway, a detached garage, covered porches, an open terrace, a swimming pool area, and a 12' by 12' storage
shed approximately 50' landward of NHW. The application states that the two-story home would be located in flood zone
X and that the wastewater would be treated by a septic system. According to the application package, approximately
9,745 ft2 (24.2%) of impervious surface would cover the property, all of which would be located within the 575' Coastal
Shoreline/ORW Area of Environmental Concern (AEC). All proposed upland development would be located landward of
the Coastal Shoreline 30' Buffer (See Page 3 of 5).
10. ANTICIPATED IMPACTS
The docking facility structures would incorporate approximately 2,568 ft2 of Estuarine Waters and Public Trust Area, and
would shade approximately 60 ft2 of Coastal Wetlands. The proposed docking facility structures would extend
approximately 130' into a waterbody which measures approximately 598' across and would meet the established pierhead
line and conform to the X width distance rule and the federal channel setback. The proposed docking facility would
accommodate up to four (4) vessels in water depths of approximately 4 at NLW. Based on the application, the proposed
docking facility would not encroach into either adjacent 15' riparian corridor setback area. Minor increases in turbidity
should be expected during construction.
The proposed new bulkhead construction with associated backfill and tie back/anchor system would result in the
disturbance of approximately 2,000 ft2 of high ground in the Coastal Shorelines/ORW AEC. The proposed upland
development for the single-family residence and associated structures would disturb approximately 40,231 ft2 of
highground, of which approximately 24.2% would be covered by built upon area within the 575' Coastal Shoreline/ORW
AEC. No structure would encroach into the 30' Coastal Shoreline buffer.
Submitted by: Courtney Spears Date: December 4, 2017 Office: Wilmington

CAMA Major Permit Application
Project Narrative
This is a request from Tongue & Groove LLC to apply for a CAMA Major Permit on behalf of David Rizzo,
owner of 8516 Bald Eagle Lane. Enclosed, you will find the CAMA Major Applications — DCM MP -1, DCM
MP -2, DCM MP -3, DCM MP -4, work plan drawings, and additional required information.
The proposed project involves a new single family residence, pool, shed, bulkhead and the complete
removal of an existing dock and the replacement of a new dock facility. The purpose of the new, private
docking facility is for recreational boating use. Please refer to the "Project Package" for project details —
including: existing survey (Page 1), proposed survey (Page 2), and cross-section (Page 3). In order to
construct the private docking facility, a small pile setting barge, moored inside the riparian corridor, will
be required.
Sincerely,
Mark Batson
Owner, Designer
Tongue & Groove LLC
Wilmington, NC 28403
910-679-4610
t"aE ✓moi

UPLICATION for
Major Development Permit
(last mvbW 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1.*7Y,:; QapIQR.
Business Name
Project Name (if applicable)
Applicant 1: First Name
Dave
MI
P
Last Name
Rizzo
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
1013 Shagbark Ct
PO Box
City
Chapel Hill
State
NC
ZIP
27517
Country
USA
Phone No.
919- 593 -1256 ext.
FAX No.
Street Address (if different from above)
City
State
ZIP
Email
2. Agent/Contractor Information
Business Name
Tongue & Groove LLC
Agent/ Contractor 1: First Name
MI
Last Name
Mark
D
Batson
Agent/ Contractor 2: First Name
Ml
Last Name
Mailing Address
PO Box
City
State
6331 Oleander Drive
Wilmington
NC
ZIP
Phone No. 1
Phone No. 2
28403
USA
910.679
- 4610 ext.
ext.
FAX No.
Contractor #
910 679 4611
154432
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
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Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
Project Location
County (can be multiple)
street Address
state Rd. 8
New Hanover
18516 Bald Eagle Lane
d. Approximate elevation of tract above NHW (nomas! high water) or
Subdivision Name
city
State
ap
Porters Neck
Wilmington
NC
28403
Phone No,
Lot No -(s) Cl many, attach additional page wlfh flat)
- - ext.
B29, ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Cape Fear
Middle Sound
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
Natural ❑Manmade OUnknown
ICWW
e. is proposed work within city limits or planning jurisdiction?
I. if applicable, list the planning jurisdiction or city limit the proposed
[Yes []No
work falls within.
Wilmington
A We Desedptlon
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
137'
40,231
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (nomas! high water) or
.924,
NWL (normal water levet)
(N many /at sizes, please attach additional page with a list)
I5 (NHW or MNWL
e. Vegetation on tract
lawn grass, ornamental landscaping, coastal wetlands, 404 wetlands
f. Man-made features and uses now on tract
Single Family Home
g. Identify and describe the existing land uses aclacent to the proposed project site.
Residential
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
R-2
(Attach zoning compliance certificate, if applicable)
(]Yes ❑No )<NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? (]Yes CINo
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. C]Yes CqNo ❑NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a (]Yes KNo ❑NA
National Register listed or eligible property?
C IVSD
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Form DOM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m, n Are there wetlands on the site? P4Yes ONO
(-a) Are there coastal wetlands on the site? XYes ❑No
(a) If yes to either (1) or (li) above, has a delineation been conducted? DYes CKNo
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Septic
o. Describe existing oinking water supply source.
Groundwater (CFPUA)
p. Describe existing storm water management or treatment systems.
CFPUA
Mpof
&:
a. Will the project be for commercial, public, or private use? Mommercial ❑PublidCovemment
f oPrivate/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Private docking facility for recreational boating
New single family residence, pool, shed and bulkhead
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.
Small Pile setting barge moored inside riparian corridor
d. List all development activities you propose.
Construct private docking facility, new single family residence, pool shed
and bulkhead
e. Are the proposed activities maintenance of an existing project, new work, or both?
New work
f. 9at is the approximate total disturbed land area resulting from the proposed project? P(Sq.Ft or (]Acres
,745
g. Will the proposed project encroach on any public easement, public accessway or other area (]Yes ;4No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
None
i. Will wastewater or stormwater be discharged into a wetland? DYes P4No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? DYes ❑No ❑NA
J. Is there any mitigation proposed? DYes No ❑NA
It yes, attach a mitigation proposal.
_LVED
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FGM DOM MP -1 (Page 4 Of 4)
APPLICATION for
Major Developeh«tt Permit
/l'1�1111101W at1QnYl
717
ro wt completed awkstoon lam, (MP- f) the ht(lowlnp Items below, U appOdaNt, mutt be subnNtlsd in girder la the eppab1110M
�to be complete. items (a) — (0 ere alwoo eppl/oaw to any major development appikaflon. Phase oonsuK the *PNONdon
nbooklet on how to properly prepare Me required Nems below.
a. ect narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Flosse give the present sldus d lite
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to dWOrVuish
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 We to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENS.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as prod that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 dates in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Jeff" and Susan Thomas Phone No.
Address 8512 Bald Eagle Ln, Wilmington NC 28411
Name John Thomas Phone No.
Address 8520 Bald Eagle Ln, Wilmington NC 28411
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. include permit numbers, permittee, and issuing dates.
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary, if the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act
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 ththe information provided in this application is truthful to the best of my knowledge.
Date O / j fi 719 Print Name IWAOIrr BATSakI
Signature
Please indicate application attachments pertaining to your proposed project.
[NDCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
MCM MP -3 Upland Development , , -,
XDCM MP -4 Structures Information
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Form DCM MP -2
EXCAVATION and FILL
(EatcW for bridge 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.
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a.
Amount of material to be excavated from below NM or NWL in
b. Type of material to be excavated.
Other
cubic yards.
T
Canal Boat Basin
Boat Ramp
Rock GroinRock
Breakwater
(excluding
shoreline
)stabilization
or other wetlands (WL)? H any boxes are checked, provide the
number of square feet affected.
Length
❑CW ❑SAV OSB
OWL ❑None
Width
2.
DISPOSAL OF EXCA1 FATED MATERIA.
a.
Location of disposal area.
Avg. Existing
c.
() Do you claim title to disposal area?
d. (I) Will a disposal area be available for future maintenance?
NA
NA
❑Yes ONo ❑NA
Depth
(ii) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
e.
(1) Does the disposal area include any coastal wetlands/marsh
f. (1) Does the disposal include any area in the water?
Final Project
❑Yes ❑No ❑NA
or other wetlands (WL)? If any boxes are checked, provide the
NA
NA
number of square feet affected.
Depth
❑CW ❑SAV OSS
OWL ❑None
, �' V F L
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a.
Amount of material to be excavated from below NM or NWL in
b. Type of material to be excavated.
cubic yards.
G
(i) Does the area to be excavated include coastal wetlandshnarsh
d. High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SS),
or other wetlands (WL)? H any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV OSB
OWL ❑None
(n) Describe the purpose of the excavation in these areas:
2.
DISPOSAL OF EXCA1 FATED MATERIA.
a.
Location of disposal area.
b. Dimensions of disposal area.
c.
() Do you claim title to disposal area?
d. (I) Will a disposal area be available for future maintenance?
❑Yes ❑No [INA
❑Yes ONo ❑NA
(ii) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
e.
(1) Does the disposal area include any coastal wetlands/marsh
f. (1) Does the disposal include any area in the water?
(CM. submerged aquatic vegetation (SAV), shell bottom (SB),
❑Yes ❑No ❑NA
or other wetlands (WL)? If any boxes are checked, provide the
(ii)If yes, how much water area is affected?
number of square feet affected.
❑CW ❑SAV OSS
OWL ❑None
, �' V F L
(i1) Describe the purpose of disposal in these areas:
�;•, i ,� ,;, ,-r;y} ���
n 2017
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PHINDIU 6P-2 (Excavation and Fill, Page 2 of 2)
3 `. iKO ?ELINE STABILIZATION ❑this sedfon n a
f de+✓elopment is a wood groin, use MP -4 -Structures) r
r
a. Type of shoreline stabilization: b. Length: 10
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other: Width: 1
c. Average distance waterward of NHW or NWL: N/A d. Maximum distance waterward of NHW or NWL: N/A
e. Type of stabilization material:
Vinyl Sheet Piles
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill N/A Riprap
Breakwater/Sill Other
i. Source of fill material.
Castle Hayne
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ®No [INA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
NO ADDITIONAL FILL - Whole lot being disturbed and graded
(40,231 so
4. OTHER FILL ACTIVITIES E] This section nct applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? []Yes ®No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water 0
(iii) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW [--]SAV ❑SB
OWL ®None
(ii) Describe the purpose of the fill in these areas:
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)?
excavator/backhoe for grading upland area
C. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
11/16/17
]ate
Rizzo Residence
3roject Name
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Tongue & Groove LLC
Applicant am ;
y . 201
plicant Signature

Form DCM MP -3
UPLAND DEVELOPMENT
(Construction andlor land disturbing stc"tdaa►
Attach this forth to Joint Application for CAMA Major Permit, Form DCM MP -4- Be sure to complete an other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
I GENERAL UPLAND DEVELOPMENT J
a. Type and number of buildings. faalties, units or structures
pmposed-
Single family residence, pool. shed
c. Density (give the number of residential units and the units per
acre).
1 unit / < t we
e. If the proposed project VAN disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) N applicable, has a sedimentation and erosion control plan been
submk*d to the Division of Land Resources?
❑Yes (:)No ®NA
M If yes, list the date submitted:
b. umber of lots or parcels.
d. Size of area to be graded, filled, or dWurbed including roads,
ditches, etc.
0r.231 5F
f. List On materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Concrete
g. Give the percentage of the tract within the coastal shoreline AEC to h. Projects that require a CAMA Major Development Permit may also
be covered by impervious and/or budt-upon surfaces, such as require a Stortnwatsr CW0101160n.
pavement. budding, rooftops, or to be used for vehicular driveways (i) Has a site development plan been submaed to the oNision of
or parking. Water Quality for review?
9,745 SF ❑Yes ®No ❑NA
L Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
24.2%
j. Describe proposed method of sewage disposal.
Septic System
1. Describe location and We of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, Industriall
commercial effluent, wash down' and residential discharges).
N/A
(N) If yes, list the data submitted:
k. Have the facilities described in Item (q received state or local
approval?
❑Yea ®No ❑NA
If yea, attach appropriate documentation,
m. Does the proposed project include an innovative stormwater
design?
®Yes ❑No ❑NA
If yes, attach appropriate documentation.
FIEF _IVSD
201
252-808-280132:- 1-15138-4RCOAST :: www.ncooestolmanagement.net revised: 12!28!06

Fwm DCM MP -3 (Upland Dov*llopmont, Pago 2 of 2)
"L Desaft propoW ddnkkV voter supply source (4-9., well,
community, public; system, at&)
Public (CFPUA)
o. Who was the lots) platted and recorded?
1951
Dow
Rizzo Residenoe
Pr*d Name
Tongue & Groove LLC
Applicant Name
n. (1) Will water be Impounded? Oyes, (1§N* Om
(k) if yet. how many acres?
p. If proposed development Is a subcIvisim, will additional udifies be
Insts1W for this upland development?
Met ®No E3NA
2%2p&09-aSQS is iAfta-4KCOA8T -,. www.nacoastalmanamognent.nipt revisedt 12/24WOS

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.
!. DOCKING FACILMIMARIMA CHARACTERI377CS
a. m Is the docking tacility/marina:
❑Commercial ❑Pubiic/aovemment ®Pdvate/Community
a (r) Dock(s) arxils)
(ii) Number
(Iii) length 212' 36',32',12'
(iv) Width V 8'
(v) Floating ❑Yes ❑No
e. (1) Are Platforms included? ®Yes ❑No
It yes:
(ii) Number
(iii) Langth 2tJ,
(iv) Width W
(v) Floating ❑Yes J§No
Note: Roofed areas are calculated from dapUne dimensions.
g. (il plumber of slips Proposed
(i) Number of slips existing
2
i. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water: dredging for basin and/or channel
®Open water; no dredging required
!]Other; please describe:
It. Typical boat length: 36'
M. (1) Will the facility have tie pilings?
❑Yes ®No
(ii) If yes number of fie pilings?
E3 This sectlon not aplpi'<tiable
b. (i) Will the facility be open to the general public?
[3Yes ®No
d. (i) Are Finger Piers included? ❑Yes j7MNo
If yes:
(U) Number
(iff) length
(m) Width
(v) Floating ❑Yes ❑No
I. (i) Are Soatiffts included? ®Yes []No
If yes:
(if) Number
(iii) Length 16'
(iv) Width 16,
h. Check all the types of services to be provided.
❑ Full service, including travel lift andlor rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies r�
® Dockage ('wet slipsl only, number of slips: 1
❑ 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., oW runabout
charter boats, sail boats. mixed types).
open runabout
I. (1) Will the facility be open to the general public?
[]Yes ®No
*71EyiVED
ti

" -R■"• rYin r"r—e ggP%rvMwraiJ r08t i or /J
Z DOCKM FAC►UMAWARINA OPERATIONS MT16 mwon not appy I
a. Check each of the following sanitary facilldes that will be included in the proposed prood.
❑ Office Tollets
Toilets for patrons; Number. : Location;
Q showers
❑ Boathoiding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
a Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. () Give the location and number of "No Sewage Discharge" signs proposed.
('0) Give to location and number of "Pumpout Available" signs proposed.
f. Describe the special design, it applicable, for containing industrial type pollutants. such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel mainten2mce 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 poky on cvemi ht and live -aboard dockage?
k. Describe design measures that promote boat basin flushing?
L if this project is an expansion of an existing marina, what types of services are currently provided?
t r �1 All\

e'vt'nt 09M MVP (Structures, Page 3 oval
M Is the madnaedoolting facft proposed within a primary or secondary nursery area?
Dyes ONo
n. is the marinaldodking facility proposed within or adjacent to any shedtish harvesting area?
DYss ONo
o. is the marinstdoddng facility proposed within or adjacent to coastal wedanddmamh (CW), submerged aquatic vegstatlon (W), shell bodom
(SS), or other wetlands (WL)? if any boxes are checked, provide the number of square fast affected.
13CW (>SAV [388
QWL []None
p. is the proposed marinaldocking facility located within or within close proximity to any shellfish leases? []Yes ❑No
if yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
F&—DoATwusE owwrlg covered of s) ®This n rwt 8A*4WJ
a. (1) Is the boathouse Mucture(s):
OCommerclal ❑PublleJGovemment ❑ftvale/Community
(ii) Number
(iii) Length
(tv) Width
Note: Roofed areas are calculated from diOns dimensions.
4. GROIN (e.g., wood, sbeetPle, eta if a rock groin, use MP -2, Excavatbn and FNJ ® Trill section not *pft"
a (i) Number
(ii) Length
(til) Width
S. BREAIf WATER (e g., woad stw0Ae, etc,) ®This sectton not applkabb
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS
a is the structure(s):
pcommerciai [3PuWjGovemment ❑PrivatsiCommunity
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present
b. Average distance from NHW, NWL, or wetlands
® This seen not apptto"
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
6. Arc of the swing ; V:
�: `R i" 7

IFOa M DCM MP -4 (Structures, Page 4 of 4)
7. GENERAL
a. Proximity of struct<ue(sl to adjacent riparian property lines
>15�
Note, For buoy or mooring PNhhag. use errs Of OWng kx*O ng AWIG h
Of vessel.
c. wk th of water body
V
a. 0) Will navigational aids be required are a result of the project?
13y" ®No ONA
QQ If yes, explain what type and how they will be implemented.
b. Proximity of atructure(sj to adjacent dodckp fadlitiea.
d. Water depth at waterward and of structm at v�v w NWL
_y'&A
& OTHER ®TMO 8000n SAPOCBW
a. Give complete description:
11-16-2017
Date
Rizzo Residence
Project Name
Tongue & Groove LLC
Appitcaru Name
Applicant Signature
1017

I
2�7
16 L3a!d Lagle Ln,
)oale Earth
A

INTRACOASTAL WATERWAY
I I
EXISTING HOUSE i ! EXISTING HOUSE
f I
I I
EXISTING
HOUSE
I 1
8INF-1
I GARAGE I
I CARPOR I
I I
I I
f I
I I
I I
I I
I I
I I
I I
I I
I I
BALD EAGLE LANE
Legend
e APPROXIMATE TEST LOCATION
ki
FIGURE 1
INFILTRATION TESTING AND SHET ESTIMATE
DRAWING NOT TO SCALE
RETS,
10frice:910-470-7450
F
8516 GLAD EAGLE LANE
DATE: 11/7/17
761 Sloop Pointe Lane
op P
�;l
WILMINGTON, NORTH CAROLINA
SKETCH: DLW
Kure Beach, North Carolina 28449
roils Engineering and
PROJECT NO. 1627-17
REVIEW: SDK
Testinq Services

m
-o
m
K
03
m
X
N
O
v
OO�6eP4cl��<c
MIDDLE SOUND -
(ATLANTIC INTRACOASTAL WATERWAY)
-------CENTERLINE OF THE CHANNEL -
-- - - - EDGE OF CHANNEL
I, PATRICK C. BRISTOW, CERTIFY THAT THIS PROPERTY WAS SURVEYED AND MAP DRAWN UNDER MY SUPERVISION:
DESCRIPTION AS SHOWN ON THE FACE OF THIS PLAT; RATIO OF PRECISION AS CALCULATED BY COMPUTER
IS 1:10,000-; THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN BY BROKEN LINES PLOTTED FROM
INFORMATION REFERENCED; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH 'THE STANDARDS OF
PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA' (21 NCAC 56.1604); WITNESS MY ORIGINAL SIGNATURE,
LICENSURE NUMBER AND SEAL THIS 31ST DAYOF OCTOBER AD, 2017.
EXISTING
PATRICK C. BRISTOW
CHANNEL SETBACK LINE N.C. PLS N9. L4148
THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY PATRICK C, BRISTOW, PLS
(L- 4148), ON SEPTEMBER 15, 2017. THIS MEDIUM SHALL NOT BE
CONSIDERED A CERTIFIED DOCUMENT.
1/4 LINE
•
FLOATING
DOCK
GRASS LINE
-------------
FROM AERIAL '
L11
PIER f� (70
RIGHT OF WAY -
J
ZONE VE (16) HIGH WATERLINE V,5 b
� �
ZONE VE (17) (SEE NOTE #9) gyp, 30' CAMA JIf NEIGHBOR'S
\ BUFFER WOODEN BULKHEAD
L2 L3
/ L1
L22 �6 L17
COASTAL MARSH
L14 L15 4.36 L13
"404" WETLANDS L18 L1 L 0 4.52
L12 4.26 5.19 G
/ G 5 G N ZONE VE (17)
NEIGHBOR'S 56.36 _ 8..7 04 0.8.1 8'87 70NE VE (14
WOODEN BULKHEAD . - G
�. 10 �
SCREENED
14 41 l�
WETLANDS
LENGTH
LENGTH
NORMAL HIGH WATER
LINE TABLE
LINE LENGTH I
BEARING
L1
12.48
S26°03'58"W
L2
15.01
S26°28'59"W
L3
12.94
S11°22'31"W
L4
18,761
SO4°38'43"W
L5
15.29
S02°28'06"E
L6
17.99
S33'31'24"E
L7
10.64
S81°43'46"E
L8
6.28
S09'49'35"W
L9
10.34
S46°58'36"W
L10
13.49
S77'22'1 7"W
L11
3.91
S36°00'46'W
J
ZONE VE (16) HIGH WATERLINE V,5 b
� �
ZONE VE (17) (SEE NOTE #9) gyp, 30' CAMA JIf NEIGHBOR'S
\ BUFFER WOODEN BULKHEAD
L2 L3
/ L1
L22 �6 L17
COASTAL MARSH
L14 L15 4.36 L13
"404" WETLANDS L18 L1 L 0 4.52
L12 4.26 5.19 G
/ G 5 G N ZONE VE (17)
NEIGHBOR'S 56.36 _ 8..7 04 0.8.1 8'87 70NE VE (14
WOODEN BULKHEAD . - G
�. 10 �
SCREENED
14 41 l�
WETLANDS
LENGTH
LENGTH
STRUCTURE
SHED
L18
G 15
ZpNEVEh11
18.01
G00
10.
G
L21
To IJ
L22
L15
MI6
23.5% IMPERVIOUS
w�l1nl
204 y 21.08
1.0N� C
Q
20.8
89 G �V
4. ALL DISTANCES ARE GROUND HORIZONTAL EXPRESSED IN
21.00
C
SET
C
o 21.63
22.95 24:39
`� = POWER POLE
6. SITE BENCHMARK IS NAIL IN ROAD AS SHOWN.
2ue
G
21.22
21.82 Q G G o
,G
8. FLOOD ZONE BOUNDARIES FROM NEW HANOVER COUNTY ONLINE
D
G.I.S., AND THE FIRM PANEL RERERENCED HERE ON.
O
G 2G2.74 23.36
THIS ENTIRE LOT FALLS UNDER A 575 FOOT AREA OF ENVIRONMENTAL
24 19
- GR N/F THOMAS - LOT 28
CONCERN (AEC). A CAMA PERMIT MUST BE OBTAINED PRIOR TO
G
ISSUANCE OF ANY CONSTRUCTION PERMITS.
7.7'
DW = DOGWOOD
BREAST HEIGHT.
GRAVEL
11. CONTOURS IN HOUSE FOOTPRINT ARE TO BE CONSIDERED
'DRIVE
o
23.03 24;80 0
12. '404' WETLANDS DELINEATED BY SOUTHERN ENVIRONMENTAL GROUP
22.73
LO = LIVE OAK
o
G PAT
'0
m '
BRICK TERRACE
DW
21.82
1 STORY BRICK
G
N RESIDENCE
22.21
#8516 25.35
FF
G
22.63
GUY
23.13
�
G
24.32
X23.59
ST
24.32
! SB °
23.76 ST °
24,12 24
�
8.0' ° G GR G
G
° 2 .71
24
CARPORT GI
GRAVEL Y4.09,
24.41
23.74
N DRIVE OR
GR
N/F
THOMAS - LOT 30
SB
DEED BOOK 5482 PAGE 2877
23'8
EB
23.66
23.74 GR
TORAG
GR
23.37
°
G
23.80
se
�
23
LINE TABLE
23..67
OR
�
22.48
BEARING
2zso °
° GR
22.43
42.02
523'27'32"VV
w
G
G
16.69
42.05
534°21'36"W
S29°13'32"W
GR S
�R09 2
55.91
19.72
556°30'00"E
556'30'00"E
y
�
22.80
SB
° 21:
6
AL MARSH LINE TABLE
BEARING
22.23
GR
. GR
8.61
556°30'00"E
5.35
556°30'00"E
22.23
SB
2:28
0
22.44
530'59'14"W
21.62
30'SBi�
'18.17 17.21
35.71
S30°58'31"W
Ep
19.y
G°18.25 DW'
14.51
S17°18'01"E
pN?O
G.01 G
Gj7.17
33.44
S45°20'02"W
20.89
G
°
DW
.16.95
WM
A04"
LINE L
SHED
L18
GRAVEL
L19
L13
L20
CONCRETE SLAB
L21
TOTAL IMPERVIOUS
L22
L15
COAST
LINE L
SHED
L12
GRAVEL
3,859 SQ. FT,
L13
494 SQ. FT.
CONCRETE SLAB
L14
TOTAL IMPERVIOUS
9,468 SQ. FT.
L15
40,231 SQ. FT.
23.5% IMPERVIOUS
L16
= CENTERLINE
4. ALL DISTANCES ARE GROUND HORIZONTAL EXPRESSED IN
L17
U.S. SURVEY FEET.
AS REGARDS TITLE, PERMITTING OR
20.
EP
'2.617 °30'00"1 100.00'
19.72 OW 18.86
N,
19.42 W 'n ° 18,17
OW D 17.78
G
18.25 15.2 15.59
OW EP EP EP DW
L 17.75
ZONE VE (14)
ZONE X
FOUND
_ 24.30
G
25.56
G
25.66
FG
25.63
GF
HOUSE & PATIO
4,773 SQ. FT.
SHED
263 SQ, FT.
GRAVEL
3,859 SQ. FT,
PAVEMENT
494 SQ. FT.
CONCRETE SLAB
79 SQ. FT.
TOTAL IMPERVIOUS
9,468 SQ. FT.
LOT
40,231 SQ. FT.
23.5% IMPERVIOUS
per, FUTCHCREEK RD.
SIT
W E
S
ppFtTERS NECK ROPD �
�a al
G O AVENEL Q
J
13-
7 A m� .
SHELLBANK
TO FIGURE
EIGHT ISLAND
LOCATION MAP
NOT TO SCALE
SURVEY REFERENCE
DEED BOOK 5477 PAGE 928
NOTES
BALD EAGLE LANE
60' PUBLIC RIW
1, THIS LOT IS SUBJECT TO ALL UTILITY EASEMENTS,
THIS MAP AND FIELD SURVEY WERE MADE
RESTRICTIONS, OR COVENANTS OF RECORD
O = IRON PIPE (AS NOTED)
2. LOT OWNERSHIP INFORMATION FROM NEW HANOVER
COUNTY ONLINE TAX RECORD SEARCH
PERSONS, OR ENTITY NAMED IN THE
3. THIS LOT IS LOCATED IN ZONES X & VE
= NAIL
(ELEVATIONS 14,16 & 17) AS PER MAP 3 3720327000 - K,
24.61
DATED: FEBRUARY 16, 2007.
G F
MAP # 3720327000 - K, DATED: FEBRUARY 16, 2007.
= CENTERLINE
4. ALL DISTANCES ARE GROUND HORIZONTAL EXPRESSED IN
19.13
U.S. SURVEY FEET.
AS REGARDS TITLE, PERMITTING OR
5. ALL ELEVATIONS SHOWN HEREON ARE MEAN SEA LEVEL, NAVD 1988.
`� = POWER POLE
6. SITE BENCHMARK IS NAIL IN ROAD AS SHOWN.
- 5.4'
7. AREA BY COORDINATE METHOD.
24.61
GR
8. FLOOD ZONE BOUNDARIES FROM NEW HANOVER COUNTY ONLINE
D
G.I.S., AND THE FIRM PANEL RERERENCED HERE ON.
i24.66
GR
9. NORMAL HIGH WATER DELINEATED BY NHC LOCAL CAMAAGENT.
THIS ENTIRE LOT FALLS UNDER A 575 FOOT AREA OF ENVIRONMENTAL
24 19
- GR N/F THOMAS - LOT 28
CONCERN (AEC). A CAMA PERMIT MUST BE OBTAINED PRIOR TO
DEED BOOK 5472 PAGE 2949
ISSUANCE OF ANY CONSTRUCTION PERMITS.
10. TREES ARE TYPE INDICATED WITH SIZE IN DIAMETER INCHES AT
DW = DOGWOOD
BREAST HEIGHT.
GRAVEL
11. CONTOURS IN HOUSE FOOTPRINT ARE TO BE CONSIDERED
'DRIVE
APPROXIMATE.
HICK= HICKORY
12. '404' WETLANDS DELINEATED BY SOUTHERN ENVIRONMENTAL GROUP
22.73
LO = LIVE OAK
GR
DW
BALD EAGLE LANE
60' PUBLIC RIW
LEGEND
THIS MAP AND FIELD SURVEY WERE MADE
SITE BENCHMARK
O = IRON PIPE (AS NOTED)
FOR THE EXCLUSIVE USE OF THE PERSON,
= SET IRON PIPE
PERSONS, OR ENTITY NAMED IN THE
NAVD 1988
= NAIL
CERTIFICATION HEREON AND MAY BE USED
EI = MONUMENT
BY SAME FOR ANY PURPOSE REQUIRED
= CENTERLINE
IN FURTHERANCE OF THEIR (ITS) NEEDS AS
19.13
= BENCHMARK
AS REGARDS TITLE, PERMITTING OR
GR
`� = POWER POLE
INSURANCE REQUIREMENTS OF ANY PUBLIC,
9 = FLAG POLE
PRIVATE OR GOVERNMENTAL AGENCY.
= PILING
= TREES (AS NOTED)
17.63
® = TELEPHONE PEDESTAL
DW
®= WATER METER
DW = DOGWOOD
DW
DW GR
JIM LEY = LEYLAND CYPRESS
JM = JAPANESE MAPLE
EXISTING
HICK= HICKORY
16.33
LO = LIVE OAK
DW
15.46
DW
BALD EAGLE LANE
60' PUBLIC RIW
14.64
SITE BENCHMARK
EP DW
NAIL AT EP
ELEV.=14.76'
14.40 - 13.99
NAVD 1988
EP DW

I, PATRICK C. BRISTOW, CERTIFY THAT THIS PROPERTY WAS SURVEYED AND MAP DRAWN UNDER MY SUPERVISION:
DESCRIPTION AS SHOWN ON THE FACE OF THIS PLAT; RATIO OF PRECISION AS CALCULATED BY COMPUTER
IS 1:10,000+; THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN BY BROKEN LINES PLOTTED FROM
INFORMATION REFERENCED; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH "THE STANDARDS OF
PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA" (21 NCAC 56,1604); WITNESS MY ORIGINAL SIGNATURE,
LICENSURE NUMBER AND SEAL THIS 15th DAY OF SEPTEMBER A.D. 2017.
PROPOSED
1,
PATRICK C. BRISTOW
N.C. PLS No. L•4148
FUTCHCREEKRO.
PGN
17 SIT
W E
e PORTERS NECK ROPO
Gm `� AVENEL 9 �P
7 m h�
RIDGE R
SHELLBANK TOO F�
EIGHT ISLAND
i OCATION MAP
N
n
D
m
Fri fTl
<� m.
z rj
(z''�

rj3
.........................................
_......_........ _ .....
.................
L PATRICK C. BRISTOW, CERTIFY THAT THIS PROPERTY WAS SURVEYED AND MAP DRAWN UNDER MY SUPERVISION: I
DESCRIPTION AS SHOWN ON THE FACE OF THIS PLAT; RATIO OF PRECISION AS CALCULATED BY COMPUTER
IS 1:10,0004; THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN BY BROKEN LINES PLOTTED FROM .
INFORMATION REFERENCED; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH 'THE STANDARDS OF
PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA' (21 NCAC 56.1604(; WITNESS MY ORIGINAL SIGNATURE,
LICENSURE NUMBER AND SEAL THIS 15TH DAY OF SEPTEMBER A.D. 2011,
PROPOSED
PATRICK C. BRISTOW
N.C. PLS No. L-4148
MIDDLE SOUND
(ATLANTIC INTRACOASTAL WATERWAY)
ORTHWESTERN RIGHT OF WAY-AlVyy
GRASS LINE
-------------------- {FRQRAERIIAL -
----------{FFtQMAERIAL-1
---------------------------
ZONE VE (16)
ZONE
-'r-11
COASTAL MARSH
"404" WETLANDS
NEIGHBOR'S G
)ODEN BULKHEAD
ZpN�N�.l
ZONE VE 114
LEGEND
C = IRON PIPE (AS NOTED)
® = SET IRON PIPE
A = NAIL
EI = MONUMENT
= CENTERLINE
= BENCHMARK
POWER POLE
FLAG POLE
• = PILING
= TREES (AS NOTED)
® = TELEPHONE PEDESTAL
® = WATER METER
DW = DOGWOOD
LEY CYP = LEYLAND CYPRESS
JM = JAPANESE MAPLE
HICK= HICKORY
LO = LIVE OAK
ZpN�V, lX
ZpN�
IMPERVIOUS CALCULATIONS
HOUSE & PATIO 7.834 SQ, FT.
SHED 196 SQ FT
PERVIOUS DRIVE 1 WALK a 484.5 1
W1100% CREDIT FT,
POOLAREA 1.915 SO, FT,
TOTAL IMPERVIOUS SQFT. 9,745 SQ. FT.
LOT 40,231 SQ. FT.
ZONE: R2 = 25% MAX LOT COVERAGE
40,211gft:lal5�2e 2 %;m: ° AMIM.w..1
9,745 sgft. impervious < 10,057 max sgft.
pgYimm.mMua wn"ul Imux O� I,v.ompwrku.lq rnwy"1
Mss °up
9,745 sgft. 40,231 sgft. X 100 f24.2%j
wn�ol MI IIgYId "WI
--EDGE OF
CHANNELSETBACK
OF THE CHANNEL
1/4 LINE
i FLOATING DOCK AND GAZEBO
CALCULATIONS
i
MEAN HIGH WATERLINE 137'-0"
X8
TOTAL 1,096 SQ. FT.
i TOTAL USED 1,092 SO. FT.
I
yr REMAINING UNUSED 4 SQ. FT.
----------
---------- ---
I
BEARING
L1
�,o
S26°03'58"W
L2
1
S26°28'59"W
L3
L
S11°22'31"W
L4
18.76
GH WATER LINE
�5FF
15.29
(SEE NOTE #9) LA
L6
NEIGHBOR'S
S33°31'24"E
30' CAMA
__11
WOODEN BULKHEAD
L2 3
BUFFER
0j
S09°49'35"W
L9
10.34
S46°58'36"W
L10
13.49
S77 -22'17"W
"1
3.91
-1 -ll ------"'
---------------
N
AJ��
p� FUTCHCREEKRD.
N
�tT
W E
sD
PORTERS NECK FLOP
0-
O
GOma AVENEL Q
von / me /?
SHELLBANK
TO FIGURE
EIGHT ISLAND
LOCATION MAP
NOT TO SCALE
SURVEY REFERENCE
DEED BOOK 5477 PAGE 928
W
22.23
N/F THOMAS - LOT 30 GR
DEED BOOK 5482 PAGE 2877 22.23
SB
21.62
EP
20.70
DW
20.89
DW
LINE TABLE
LINE LENGTH
BEARING
L1
12.48
S26°03'58"W
L2
15.01
S26°28'59"W
L3
12.94
S11°22'31"W
L4
18.76
SO4"38'43"W
L5
15.29
S02°28'06"E
L6
17.99
S33°31'24"E
L7
10.64
S81 *43'46"E
L8
6.28
S09°49'35"W
L9
10.34
S46°58'36"W
L10
13.49
S77 -22'17"W
"1
3.91
S36°0948"W
W
22.23
N/F THOMAS - LOT 30 GR
DEED BOOK 5482 PAGE 2877 22.23
SB
21.62
EP
20.70
DW
20.89
DW
r9 ®
ZONE VE (17)
12. '404' WETLANDS DELINEATED BY SOUTHERN ENVIRONMENTAL GROUP
� 0
ZONE VE (14)
6 DW
IT
t i!
o
m ,.: :.....
ZONE VE (14)
ih 1
T S
.... �l0
11
ZONE X
PERSONS, OR ENTITY NAMED IN THE
CERTIFICATION HEREON AND MAY BE USED
_ 1 ,
16.33
G
° ,15.-
6.9
BY SAME FOR ANY PURPOSE REQUIRED
THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY PATRICK C, BRISTOW, PLS
. ,
(L- 4148), ON SEPTEMBER 15, 2017. THIS MEDIUM SHALL NOT BE
CONSIDERED A CERTIFIED DOCUMENT.
AS REGARDS TITLE, PERMITTING OR
a9
u
1 ",I
GR 3
,
i 1
o
NOTES
0
6o to
1. THIS LOT IS SUBJECT TO ALL UTILITY EASEMENTS,
J
RESTRICTIONS, OR COVENANTS OF RECORD
M
2. LOT OWNERSHIP INFORMATION FROM NEW HANOVER
FFE�25
COUNTY ONLINE TAX RECORD SEARCH
3. THIS LOT IS LOCATED IN ZONES X & VE
."
(ELEVATIONS 14, 16 & 17) AS PER MAP 3 3720327000 - K,
DATED: FEBRUARY 16, 2007.
MAP # 3720327000 - K, DATED: FEBRUARY 16, 2007.
4. ALL DISTANCES ARE GROUND HORIZONTAL EXPRESSED IN
U.S. SURVEY FEET.
5. ALL ELEVATIONS SHOWN HEREON ARE MEAN SEA LEVEL, NAVD 1988.
6. SITE BENCHMARK IS NAIL IN ROAD AS SHOWN.
7. AREA BY COORDINATE METHOD.
8. FLOOD ZONE BOUNDARIES FROM NEW HANOVER COUNTY ONLINE
G.I.S., AND THE FIRM PANEL RERERENCED HERE ON.
9. NORMAL HIGH WATER DELINEATED BY NHC LOCAL CAMAAGENT.
THIS ENTIRE LQT FALLS UNDER A575 FOOT AREA OF ENVIRONMENTAL
1 )
CONCERN (AEC). A CAMA PERMIT MUST BE OBTAINED PRIOR TO
ISSUANCE OF ANY CONSTRUCTION PERMITS.
S
10. TREES ARE TYPE INDICATED WITH SIZE IN DIAMETER INCHES AT
i
BREAST HEIGHT.
11. CONTOURS IN HOUSE FOOTPRINT ARE TO BE CONSIDERED
APPROXIMATE.
W
22.23
N/F THOMAS - LOT 30 GR
DEED BOOK 5482 PAGE 2877 22.23
SB
21.62
EP
20.70
DW
20.89
DW
I
°
22'73
OR
12. '404' WETLANDS DELINEATED BY SOUTHERN ENVIRONMENTAL GROUP
-GR i
6 DW
THIS MAP AND FIELD SURVEY WERE MADE
t i!
o
p
FOR THE EXCLUSIVE USE OF THE PERSON,
ih 1
T S
M
-
0
PERSONS, OR ENTITY NAMED IN THE
CERTIFICATION HEREON AND MAY BE USED
1
16.33
G
° ,15.-
6.9
BY SAME FOR ANY PURPOSE REQUIRED
Z
IN FURTHERANCE OF THEIR (ITS) NEEDS AS
AS REGARDS TITLE, PERMITTING OR
i
GR 3
INSURANCE REQUIREMENTS OF ANY PUBLIC,
i 1
PRIVATE OR GOVERNMENTAL AGENCY.
I
°
O 1909 ��_.
SOW
-GR i
6 DW
17.63 N/F THOMAS - LOT 28
9
-®-
DW DEED BOOK 5472 PAGE 2949
17, 11701
17.01
D-..
W Re
-DW GR
x:25
17.57
16.33
G
° ,15.-
6.9
DW
15.46
72 DW 1565 �
1 P 1byy6 TWIN 61DWK Dw Dw 14.6 SITE BENCHMARK
1D9.42 D oDD °17 78 ( ° G 17 DW °"� W NAIL AT EP
ELEV.=14.76'
16.25 16.2 15.59 14.40 13.99 NAVD 1988
'DW EP EP EP DW EP DW EP
BALD EAGLE LANE
60' PUBLIC R/W
PROPOSED
SITE PLAN

SPA
/ NEW POOL W/
INFINITY
EDGE
--------------
INFINITY
EDGE
TROUGH
2 Enlarged Upland Development Cross Section
of
SCALE: 1" = 10' (refer to drawing 3 above for full section)
NEW
PROPOSED
FILL TO
EXTEND TO
NEW
BULKHEAD
TOP OF
BULKHEAD @
8'-0" 404'
9'-411 I WETLANDS
� IC
- -
- NEW
o BULKHEA
-- ---�--
r-.---.----------------------
48'-
�.Ll
►,rte
Water Line -A
8" Min.=
Inbed
Pier, Dock, and U
SCALE: 1" = 30'
nd Development Cross Section
FLOATING DOCK AND GAZEBO
CALCULATIONS
MEAN HIGH WATERLINE 137'-0"
X.8
TOTAL 1,096 SQ. FT.
TOTAL USED 1,092 SQ. FT.
TONGUE & GROOVE
NEW
PROPOSED
FILL TO
6331 Oleander Drive
EXTEND TO
Wilmington, NC 28403
(p)910 - 679 - 4610
,�,-.tongue-and-groovecom
NEW
BULKHEAD
EXISTING FILL
TOP OF
M
BULKHEAD @
04'+94"
ETLANDS
CW4
-
NEW
BULKHEA
_
Water Line -A
8" Min.=
Inbed
Pier, Dock, and U
SCALE: 1" = 30'
nd Development Cross Section
FLOATING DOCK AND GAZEBO
CALCULATIONS
MEAN HIGH WATERLINE 137'-0"
X.8
TOTAL 1,096 SQ. FT.
TOTAL USED 1,092 SQ. FT.
TONGUE & GROOVE
�.
�•
6331 Oleander Drive
j
Wilmington, NC 28403
(p)910 - 679 - 4610
,�,-.tongue-and-groovecom
GTON, NIC
201 7
Of SCALE: 1" = 10' (refer to drawing 3 above for full section)
ry T1DMwING ISA INSTROMEHT OP
PATRICK C. BRISTOW seRYCE iffDMw cnsD HE
LAND SURVEYING, PC Rizzo Residence INFORXUnON THExnn' ISTHE
raoPERn� or TONCLIE s caoovE.
tt1.9 OlE9NOER DRIVE 8516 Bald Eagle Lane L' EF NOTH ar-1:�11E°VFD page 4 of 5
LMlncroN. N.c xm9Fµ
PNIONE' 1901 x9i-1590 19t9119t-t9paI,—,Wilmington, WfTOUT THE `MNTTEN
E MRIL. pnQOnLlarLun"Lnq.wm NC CONS EXPRESSLY FOR—IDE"D�.IS
FIRM LICENS— NO. C-1
COPYRIGHT 0 TONGUE k GR—T Date Pre aced : 12/4/2017

3 Existing Dock Plan
of SCALE: 1" = 30'
TONGUE & GROOVE
eeslc Naul�c ar r�,.a.L�iAa1e—
6331 Oleander Drive
\Vilmington, NC 28403
(p)910 - 679 - 4610
Hti.�x. tongue-and-gromc.com
NOTES
9. NORMAL HIGH WATER DELINEATED BY NHC LOCAL CAMA AGENT.
THIS ENTIRE LOT FALLS UNDER A 575 FOOT AREA OF ENVIRONMENTAL
CONCERN (AEC). A CAMA PERMIT MUST BE OBTAINED PRIOR TO
ISSUANCE OF ANY CONSTRUCTION PERMITS.
FLOATING DOCK AND GAZEBO
CALCULATIONS
MEAN HIGH WATERLINE 137'-0"
X8
TOTAL 1,096 SQ. FT.
TOTAL USED 1,092 SQ. FT.
REMAINING UNUSED 4 SQ. FT.
2
Proposed Dock Plan
of SCALE: 1" = 30'
at
e
!Ju,',ui O>r,—MINGTON, NC
1 Proposed Dock Plan DEC UI 4 2011
of SCALE: 1" = 20'
N PATRICK C. BRISTOW THLS DRAWING IS AN INSTRUMENT OF
sEAVICE. THE DRAwwcAND THE
LAND SURVEYING, PC Rizzo Residence INFOIuu r nnffRn. -O
PROPE0.TY OF LONGUE & G0.00VE.
attSA O1ENOERORIVE ANFFOR DURION.AL9ERATION.O page 5 0
• 8516 Bald Eagle Lane USEFOROTHE0. THA+ THEN ENDED
WIEMINOTON, N.C. 2Mo] PAOR:CT. WITODTTHE WRITTEN
HONE' I9+01 T9t-+500 FAX IS+oI>9+-+90a
Wilmington, NC CONSENT OF TTINGLT i GROO—S
eawL. P.l•E,�.mN.,,,+.nw.� g
FIRM LICENSURE NO, CaOI+ EXPRESSLY FORBIDDE.'.
COPYRIGHT C TONGUE k GROOTE Date Prepared : 12/4/2017