20030725 Ver 5_Approval Letter_20070305

M
~~~
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
March 2, 2007
MEMORANDUM:
TO: Cyndi Karoly, Supervisor
401 Oversight & Express Permits Unit
Division of Water Quality-Surface Water Protection p ~~ ~;
~: a
FROM: Doug Huggett, Major Permits Coordinator MAR ~ ~t1;r1~ _~
SUBJECT: CAMA Permit Application Review ~ ~~u ~;4~~,~t~~`i
Applicant: Avalon Oaks, LLC /Bruce Jackson
Project Location: 1821 Avalon Ave., adjacent to the AIWW & Myrtle Grove Sound, New Hanover Co.
Proposed Project: expansion of existing docking facility
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by March 26, 2007. tf you have any questions regarding the proposed project, contact Robb
Mairs at [phone], when appropriate, in-depth comments with supporting data is requested.
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.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] rAX: 910-395-39641 Internet: www.nccoastaimanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Avalon Oaks, LLC/Bruce Jackson
2. LOCATION OF PROJECT SITE: Off Myrtle Grove Rd., at 1821Avalon Ave. in the Avalon Oaks
Subdivision, adjacent to the Atlantic Intracoastal Waterway and Myrtle Grove Sound, in New Hanover
County.
Photo Index - 2006: 21-7383, L, P-20,21 2000: 21-263, M,N,O,P,Q- 21 1995: photo unavailable
State Plane Coordinates - X: 2341606 Y: 135991 Rover fi}e: 0-021516A
Latitude: 34°07'05.89267"N Longitude: 77°52' 17.23790"W
3. INVESTIGATION TYPE: LAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 2/15/07
Was Applic~int Present - No
5. PROCESSING PROCEDURE: Application Received - 2/8/07
Office - Wihliington
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Wilmington/New Hanover County
Land Classification From LUP -Conservation /Resource Protection
(B} AEC(s) Involved: PT, EW, ES, OR
(C) Water Dependent: Yes
(D) Intended Use: Communty residential
(E) Wastewater Treatment: Existing -Municipal sewer
Planned -Community sewer
(F) Type of Structures: Existing -Single family residence and private dock
Planned -IJxpansion of private dock, 3-lot subdivision, access road,
utilities and stormwater infiltration ponds
(G) Estimated Annual Rate of .Erosion: N/A
Source - N/A
7. I~AI3ITAT DESCRIPTION: [AREA]
nR~~~rFn ~~rr r rn nTUFR
(A) Vegetated Wetlands -Shaded
(13) Non-Vegetated Wetlands -Open water 1,484 sq. ft.
(C) Other -High ground disturbance ] 4,370 sd. ft.
(U) Total Area llisturbed: 15,854 sd. ft.
(E) Primary Nursery Area: Yes
(F) Water Classification: ORW Open: Yes
8. PROJECT SUMMARY: The applicant proposes to expand an existing private docking facility to serve
the new Avalon Oaks South Subdivision

Avalon Oaks South Subdivision
Page Two
9. PROJECT DESCRIPTION:
The project site encompasses approximately 1.19 acres and is located ~~I~f~,~~ al~,n .~\~ ~~ . i>~ ~ ;~, _ ~_~~: `, ~:
Grove Road and Myrtle Grove Sound, in Wilmington, New Hanover County. 1~~ locate tli~~ ~~r;~,~~~r,.,_
take College road south from Wilmington towards Carolina Beach. Turn left onto Piner road at the
intersection of S. College Road and NC Hwy 421, and follow until you reach a stop sign at Myrtle Grove
Road. Turn right onto Myrtle Grove Road and travel south approximately 0.75 mi. until you reach
Avalon Oaks West Subdivision, which would be located on the left. Continue traveling east until you
reach a gravel driveway. Turn right onto the gravel driveway until it terminates into the property of
interest, which would be on the left. The proposed project area is bordered to the north by the Windy
Hills Subdivision. To the east lies the Atlantic Intracoastal Waterway (AIWW) and Myrtle Grove Sound.
Residential properties border the site to the south and west. The applicant currently maintains atwo-
story residence on the property and an open area of high ground located on the southern ~ortiun ~~I~ ~h~~
applicant's property, which would be the project site for the subdivision. The understory vegetation at
the project site has been mowed and the remaining highground vegetation includes mature hardwood and
other woody species, which include: Loblolly and Long-leaf Pine, Oak, Sweet Gum, Red Maple,
Magnolia, Wild Cherry and Red Cedar. The highground area transitions to an area of Federal §404
Wetlands, which have been delineated by the consultant and pending approval by the US Army Corps of
Engineers. The high coastal marsh vegetation includes: Black Needle Rush (Juncos roemarianus), Spike
Grass (Distichlis spicata), Sea Lavender (Limonium, spp.), and Salt Meadow Grass (~artina patens).
The low marsh vegetation is primarily Smooth Cordgrass (Spartina alterniflora) and Glasswort
(Salieornia, spp.). Adjacent to the property on the southern portion shoreline. there is a border of coastal
marsh, approximately 300' in width by 300'deep. Located between this area ot~ coastal many ,u~~i tl~~~
AIWW is an isolated highground island, which is a location of private single-family residence.
The applicant also maintains a private community dock waterward of his residence, which was
authorized under CAMA Major Permit No. 150-96. The access pier extends towards the AIWW for a
distance of approximately 700', by 6' in width. The structure spans approximately 600' of marsh. Over
open water, the pier turns gradually 90° towards the south for a distance of approximately 30'. The pier
then terminates into a gazebo 14' in length by 14' in width. Two floating docks, approximately 28' in
length by 4' in width, are located waterward of the gazebo and access pier, which are accessed by
gangway ramps. The floating docks run perpendicular to the shoreline. There is an existing boatlift, 20'
in length by 12' in width, located on the north side of the northern most floating dock. There are three
mooring pilings located on the southern side of the southern most floating dock. The application states
the existing docking facility currently accommodates four vessels. However, the existing boatlift has a
double bunk cradle, which would allow for two vessels to utilize the boatlift. The width of the AIWW
in the area of the project site is approximately 660' from marsh edge to marsh edge. The application
states that the depths at the terminal end of the docking system range from approximately -2.0' to -3.0' @.
Mean Low Water (MLW) (See Sheet 9).
The Wilmington-New Hanover County Land Use Plan classifies the area as Conservation. The waters of
the ICWW in the vicinity of the project site are classified as Outstanding Resource Waters (ORW) b~~
the NC Division of Water Quality. The area is designated as a Primary Nursery Are" h~ th~~ N(
Division of Marine Fisheries, and is OPEN to the tal<ing of shellfish.

Avalon Qaks South Subdivision
y Pale Three
PROPOSED PROJECT:
The applicant proposes to expand an existing private docking facility to serve the new Avalon Oal<s
South Subdivision. The subdivision plan includes three individual lots and expansion of an existing
private pier and docking system. The new pier would continue through the gazebo for an additional 67'
by 6' in width towards the south. Two additional floating docks, 28' in length by 4' in width, would be
installed. These floating docks would be oriented in the same aligmllent as the existing floating docks.
Three boatlifts, 30' in length by 14' in width, would be installed between two proposed floating docks
and the existing floating dock. The application states that the expanded existing docking facility would
accommodate a total of seven vessels .(See Sheet 11).
The 1.19 acre tract would be divided into three, approximately 0.40 acre lots (2.5 units/acre), averaging
17, 409 sq. ft. The applicant proposes to provide a 6' wide pedestrian easement to the community dock
across his property and a 10' wide access easement along the north side of Lot C for the proposed three-
lot subdivision. The applicant also proposes a paved 30' access and utility easement to the proposed lots,
which would extend from the unpaved road from the Avalon West Subdivision. Two stormwater
infiltration ponds would be located on the northern side of the proposed 30' access easement, which
would partially be located within the 575' ORW AEC (See Sheet 7).
10. ANTICIPATED IMPACTS:
The proposed expansion of the existing docking facility with floating docks and boatlifts would
incorporate approximately 1,484 sq. ft. of Estuarine Waters and Public Trust Areas. The proposed
expansion would extend approximately 150' into a waterbody that measures approximately 660' across,
which would conform to the 1/4 width rule and would not extend beyond the established pier head
length. As proposed, the applicant's proposal would not encroach into the 80-foot setback from the
AIWW. According to the site drawings, the three lots (A, B and C), and portions of the 30' access
easement and stormwater infiltration ponds are located within 575' from normal high water (NHW'). It is
assumed that these three lots will be developed, however there should be no long term impacts
associated with the development of these lots. The applicant has indicated that approximately 11.0 % of
the Outstanding Resource Water (ORW) shoreline will be covered by built upon area. The application
states that a State stormwater Management Plan has been submitted to the N.C. Division of Water
Quality, which is currently under review (SW8061218). The application also states that a Sedimentation
and Erosion Control Plan has been submitted to New Hanover County on 10/13/06.
Submitted by: Robb Mairs llate: 3/1/07 Office: Wilmington

Project Narrative
CAMA Major Permit
Avalon Oaks South
New Hanover County
Applicant Bruce Jackson requests a CAMA Major permit for development of a
residential subdivision and expansion of a private dock for residents of the proposed
subdivision. The planned Avalon Oaks South subdivision is located off Avalon Ave. in
New Hanover County, abuts Atlantic Intracoastal Waterway, AIWW, and totals 1.19-
acres in size. The subdivision will contain 3single-family lots of approximately 0.40
acres each. Portions of all lots and a portion of the access road will be located within the
575' ORW AEC. Individual lots will be sold such that the impervious cover within the
AEC will not exceed 25%, and stormwater will be maintained at low density.
Waters of the AIWW at this location have been classified ORW by the NC
Environmental Management Commission, PNA by the NC Marine Fisheries
Commission, and are presently open to shellfishing.
The applicant's personal property is located adjacent to the proposed subdivision and
currently contains a house and pier with four boat slips. The applicant proposes to expand
the existing pier with three additional slips and deed them with the individual subdivision
lots. A 6' wide pedestrian easement across Mr. Jackson's property and a 10' wide access
easement along the north side of Lot C will give residents access to the pier.
Proposed upland development includes the grading of individual lots, paving of the
access drive, installation of utilities, and creation of two infiltration ponds. The road will
be partially located within the AEC and will add 2,370 ft2 to the impervious cover within
the AEC. Individual lots will be held to a maximum impervious cover of 4,000 ft2 under
stormwater permitting. Total impervious cover in the AEC not exceed 14,370 ft2 or
11.0%.
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Forrn DCM-MP-1
IC ATIUN
APPL
(To be completed by all applicants)
b. City, town, community or landmark
Wilmington
1. APPLICANT
a. Landowner:
Name Avalon Oaks LLC, c/o Bruce Jackson
Address 1821 Avalon Avenue
City Wilmington State NC
Zip 28409 Day Phone [phone]
FaX [phone]
b. Authorized Agent:
Name Land Management Group Inc_ ____
Address PO Box 2522
City Wilmington State NC
Zip 28401 Day Phone [phone]
FaX [phone]
c. Project name (if any) Avalon Oaks South
lViOTE.' Permit wi!! bt issread in Want of landowner(s), od/or
probed paint.
2. LOCATION OF PROPOSED
PROJECT
New Hanover
a. County
c. Street address or secondary road number
1821 Avalon Ave
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
e. Name of body of wazer nearest project (e.g. river,
creek, sound, bay) AIWW
3. DESCRIP'T'ION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a borne, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
1. Extension of 6' wide pier to add two floating finger docks for
three additional slips with boat lifts 2.installation of utilities and
road 3. creation of infiltration pond 4. grading of lots to be
pe ormed by individual lot owners 5. Installation of utilities
b. is the proposed activity maintenance of an existing
project, new work, or both? New work
c. Will the project be for public, private or commercial
use? Private
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages.
Purpose ofproiect is to provide adjacent landowners in
Avalon Oaks South with boating access and mooring on
existing pier. Standard marine construction methods to be
used. Use of pier and slips for private recreational water
access only by the residents o Avalon Oaks South.
#: il(.
,'t~
Rcvbed 03/95

Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 2.83 acres
b. Size of individual lot(s) -0.4o acres
c. Approximate elevation of tract above MHW or
j~TI, ~8' NHW
d. Soil type(s) and texture(s) of tract
Newhan Sand
e. Vegetation on tract Live oak, s. patens, wild cherry,
red maple, E. Bacchrus, honey suckle, lawn grass
f. Man-made features now on tract House, garage
storage building. offer
g. What is the CAMA Land Use Plan land
classification of the site? ~~~ v~ r~ rmd ~~ -~.~
X Conservation Transitional
Developed Community
Rural Other
h. How is the tract caned by local government?
R-15
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attacl+ Zoning aorrp/iance ccrrifionre, if appl+avb41
Has a professional
done for d>le tract?
If yes, by whom? .
archaeological assessment been
Yes X No
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
I. Are there wetlands on the site? X Yes No
Coastal (marsh) x Other X
if yes, has a delineation been conducted? yes
(Anadi doaawnwadon, if awilabkJ
Jurisdictional Package Submitted to USACE
11/1/06
m. Describe existing wastewater treatment facilities.
Countv Sewer
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) None
o. Describe existing drinking water supply source.
Community
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A ropy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• M aaurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1R" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
P'kase note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
priors or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
~_ ~v~;l~'r~ ~ ,~.~1'~. ~ tiE~,,
Rev)~ed 03/95

Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• 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 Dopy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name New Hanover County cJo Chris O'Keefe
Address 230 Market Place Dr, Suite 150 Wilmington, NC 28403
Phone [phone]
Name Blackburn Powers LLG. c%o William Bla .k6 ern
Address 1817 Avalon Ave Wilmington. NC X8409
Phone
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
CAMA Major Permit #159-96 10/28/1996
• A check for s4oo made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of oompGance with the N.C.
Environmental Polic, Ad (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
Revised 03/95
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
1 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 conditions
and restrictions contained +~ the permit.
1 certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grate permission to representatives of state and federal
review agencies to eater on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
Proj~•
I further certify that the infomoation provided in this
application is truthful to the best of my knowledge.
~ti ~ ~~~ ~-' v~
This is the,, day of ~. y' , lAr
Print Name Chris Canaday (Land Management Grouo Inc1
~~
Signature ~ y
r Ant)iorited r
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
x DCM MP-3 Upland Development
x DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each farm.
Cif ~! ~ ki
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` Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. lie sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of huildinQS_ facilitiesc_ units nr
structures proposed _
3 Individual lots to be developed by buyers
b. Number of lots or parcels 3 lots in new subdivision
(applicants lot, where existing pier is located, is adjacent to
the three subdivision lots)
c. Density (give the number of residential units and the
units per acre) 3 residential units ith avg. 0.4 acres
per lot, 2.5 units/acre)
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 1.s1 acre
e. If the proposed project will 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.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? -Yes X No
If yes, date submitted Submitted to New Hanover
County 10/13/06
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
Asphalt will be used for the proposed access road.
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
X Yes No
if yes, date Submitted 11/20/06
i. Describe proposed method of sewage disposal.
Community sewer treatment
j. Have the facilities described in Item i. above
received state or local approval? yes• a~~roved
(Anach appropriate docunienwtionJ
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
Treated stormwater per engineered olan.
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
C~ water
m. Will water be impounded?
If yes, how many acres? _
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? wA
Avalon Oaks South
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. <11.0%
Revised 03/95
Applicant or Protect Name
~1 Za.- L~~xti*~
[-.~gnatu{e
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ne
y~ X No
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Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.
a. Dock(s) and/or Pier(s)
(1) _ Commercial -Community X Private
(2) Number 1- Extension
(3) Length 6T
(4) Width 6'
(5) Finger Piers X Yes No
(i) Number 2 proposed (2 Existing!
(ii) Length 28'
(iii) Width g:
(ti) Platform(s) X Yes No
(i) Number 1-Pier Extension
(ii) Length sT
(iii} Width 6'
(7) Number of slips proposed 3
(8) Proximity of structure to adjacent ripazian
property lines `~' from the south, >15 to the north
(9) Width of water body -sso
(10) Water depth at waterwazd end of pier at
MLW or NWL -2.0
b. Boathouse (including covered lifts)
(1) N/A Commercial Private
(2) Length NIA
(3) Width N/A
Groin (e.g. wood, sheetpile, etc.)
(1) Number N/A
(2) Length(s) N/A
Breakwater (e.g. wood, sheetpile, etc.)
(1) Length N/A
(2) Average distance from MHW, NWL or
wetlands N/A
(3) Maximum distance beyond MHW, NWL or
wetlands N/A
~,p ~~
''~?, { tai it'! fi l~'`V`~; ~'(.tni ~~r,
Y,..
E ,
e. Mooring buoys
(1) N!A Commercial Community _,_._ Private
(2) Number N/A
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
N/A '
(4) Width of water body NIA
(5) Distance buoy(s) to be placed beyond
shoreline NIA
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) ____ Commercial wCommunity x Private
(2) Number 3 proposed (1 existing)
(3) Length 30'
(4) Width 14'
g. Othec (Give complete description)
12 pilings (size per contractor) to support the 3 boat
lifts
Avalon Oaks South
Applicant or Project Name
z`~~ / ~ _-
>~~
Revised 03!95

*Boundaries are approximate and are
not meant to be absolute..
SITE
SCALE 1" = 800'
Map Source: Google Maps
Avalon Oaks South
New Hanover County, NC
02-95-286
Land Management Group, Inc.
Environmental Consultanffi
Wilmington, N.C.
Figure 1
Vicinity Map
September, 2006
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~e
ri?'~t 7?~~nt tC+ ~E? c~~'~~14 ote.
SCALE 1" = 2000'
Map Source: Carolina Beach Quadrangle 7.5 minute (topographic) 1990.
Avalon Oaks South Land Management Group, Inc. Fi ure 2
New Hanover County, NC Environmental Consultants g
02-95-286 Wilmington, N.C. USGS Topgraphic Map
September, 2006

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*Boundanes are approximate and are
ncat meant to be absolute.
Map Source: NRCS Soils Map.
Avalon Oaks South
New Hanover County, NC
02-95-286
s-~~
Land Management Group, Inc.
Environmental Consultants
Wilmington, N.C.
September, 2006
SCALE 1" = 0.25 Miles'
Figure 3
Soils Map

~~~~~~ ~~vELr~~,~~~>
~JEC o ~ `v`
*Boundaries are approximate and are
not meant to be absolute.
Map Source: NAPP 1998
Avalon Oaks South
New Hanover County, NC
02-95-286
SET E
Land Management Group, Inc.
Environmental Consultants
Wilmington, N.C.
September, 2006
SCALE 1" = 1000'
Figure 4
Aerial Map

AIWW Beaufort, NC to Cape Fear River, NC
Legend
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~,~~• o-~oaobcrzooz A Feet Navigation Channel
;~1 SOft Setback AIWW
FI(;IIRF ~

BODY SETBACK
'To
~o
.~~
-4. 18
-4.4 I
O
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3 PROPOSED 28' SLIPS -, ~ ~ ~~ ~" & ~~ ~
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Avalon Oaks South
02-95-286
New Hanover County
PROPOSED
DOCKS
LA~ ~~ ~Up LIC.
i+_.
~4
~~
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POST OFFICE BOX 2522
WIL1v11NGTON, NC 28402
(9 ! 0) 452-0001
1. REFERENCE FOR CAMA PERMIT
ONLY. NOT FOR CONSTRUCTION
2. EXISTING PIER AND
FLOATING DOCKS TO REMAIN
A 5 I5.
3.TOTAL WATERBODY WIDTH
ESTIMATED FROM AERIALS TO
BE 660'
Surveying Performed By.
o DANFORD
b & BRISTOW
LAND SURVEYING, P.C.
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9

WATERBODY SETBACK
c
O O
-0.51 -1.41
rn EX. PILINGS
IUD TO BE REMOVED
OAT LI
-2.08
O
-2.37 -3.33
~_
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o .97
0-1.39
0-1.53
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-2.49
0-1.82
-2.00 O -2.47
0
~" -2.03
-2.08
o O -2.36
O
-2.0 I -2.42
o - I .36 ~ O -2.27
0-1.54
O -2.08
0-1.32
o -2.32
1 1 n
hywa Mn. w WYE i~rf~~~ e~affa~Al~i~ • ~Vr ~.
Avalon Oaks South
02-95-286 !'~
New Hanover County >o
+ai
per
EXISTING ~~~
D O C K~ POST OFFICE BOX 2522
WILMINGTON, NC 28402
[phone]
O -3.07
O -2 86
-2. 6
0
-3.15
General Note I
1. REFERENCE FOR CAMA PERMIT
ONLY. NOT FOR CONSTRUCTION
2. EXISTING PIER AND
FLOATING DOCKS TO REMAIN
AS I5.
3.TOTAL WATERBODY WIDTH
ESTIMATED FROM AERIALS TO
BE 660'
~o

~ o

~~
.a.t ~ < _
?"
'} ~°s t',
O -6.04
DEPTHS BASED ON 1[EAN LOW WATER
0 ~ -5•~~ 30 60

on.n •
CLC
Surveying Performed By. ,,,,
215/07
o DANFORD ~-
b & BRISTOW ''30'
LAND SURVEYING, P.C. •-+
9A

No. Rahsion/ISeue Date
4 EXISTING SLIPS
O -2.9 I
o -2.70
o -2.8 I
0-4.18
'- -4.4 I
o0
3 -4.07 0 -5.5 I
o - .86
O -2.70
o -3.89
-5. 16
-5.45

~`Fr
TERBODY SETBACK
~' ~~ 'f._, f . ~
i_._ ..'r`'t;
6 ti, ~'„
fnJM Wn~ aM /dF~
Avalon Oaks South
02-95-286
New Hanover County
DOCK DIMS
~D ~~j~ ~~~ }~
n.
~4
_~
~~~
POST OFFICE BOX 2522
WILMINGTON, NC 28402
[phone]
1. REFERENCE FOR CAMA PERMIT
ONLY. NOT FOR CONSTRUCTION
2. EXISTING STRUCTURE TO
REMAIN AS IS.
3.TOTAL WATERBODY WIDTH
ESTIMATED FROM AERIALS TO
BE 660'
Surveying Performed By.
p DANFORD
b & BRISTOW
LAND SURVEYING, P.C.
Revidon/Ipw ~ Doti
~t(~'"`
~ M
CLC
2/5/G7
...
I ":30'
~0

c
Irn
-0.5 I
C -2\
-1.41
0
-2.37

0
-3.33
EXISTING SLIPS (I -4)
-2.44 °
O .97 O
C~ Ib -3.02
- I .99 ~2
-2.49
0
o-I. 2 ~ °
0-1.39 O
p2.00 -2.47
~~ O
PROPOSED LIFT SLIPS (5-7) _2.08 ~ (~ J
I o °~/ ° O -2.36
° °
O
-2.0 I `
0-1.36
0-1.54
-2.08
0-1.32
NO DOCKAGE, HANDRAIL AND/OR
I SIGNAGE WILL BE USED n
"'"" ,•••• •~ ,"••• LAND 1i(ANAGBI[~1T GROUP u~c.
Avalon Oaks South
02-95-286 !
New 1lanover
~~
d
DocKS ~ ~
NUMBERED POST OFFICE BOX 2522
WILMINGTON, NC 28402
(910) 452-COO I
27
I /4 WATERBODY SETBACK
0-4.18
-4.4 I
O
0
-4.07 O -5.5 I
o -3.07
O -2 86
-2. 6
o -3.89
-5. 16
-5.45
0
-3.15
o -2.32
co..oi Mocs.~
1. REFERENCE FOR CAMA PERMIT
ONLY. NOT FOR
CONSTRUCTION.
2. EXISTING STRUCTURE TO
REMAIN AS I5.
3.TOTAL WATERBODY WIDTH,
ESTIMATED FROM AERIALS TO
BE 660'
O -2.9 I ~
0
CC
o -2.70 9
n
o -2.8 I x
o - .86
O -2.70
o -6.04
~o
~~
`Tr
m; } «-
~ b~, ~~ ~ ~
~~ P a~41
~~
` r 3 j 6~t
F _.
r
is ~,(~1
DEPTHS HASED ON MEAN IAW WATER
o -5.5 I
0
~a
CLC
Surveying Performed By. ,,,,
?asro~
p DANFORD s~
b & BRISTOW ''30'
LAND SURVEYING, P.C. +~
~~
No. Rwisbn/Issue Date

OPTIONAL RAILING
NOT SHOWN
E 6~
;•~ •,
•~ ,•
2X6 CROSS 2X8 CAP SILL
BRACE
PILING
MHW
X.S.
i
;,
SCALE 1"=3'
~~ ~~
~~
~~ ~,
CAP SILL
~__,

~"~' 3.8'
D
VAF~IES TO BOTTOM
I
.:~~
,; .
Land Management Group, Inc.
Environmental Consultants
P.O. Box 2522
Wilmington, NC 28402
910-452-0001
LMG # 02-95286
CAMA Major Permit Application,
Avalon Oaks South
ELEVATED PIER
CROSS Applicant: Avalon Oaks, LLC
SECTION Location: Wilmington, NC.
Date: 3/28/2006 Sheet 13
2X6 DECKING
„' ,~,
~~ ~~ ~~
~, ~~ ,~
2X8 STRINGER
SIDE
ALL WOOD TREATED
ALL FASTENERS GALVAN

I, PATRICK C, SRISTOW, CERTIFY Tf1AT T111S PROPERTY WAS SURVEYED AND MAP DRAWN UNDER MY SUPERVISION;
DESCRIPTION A5 5i10WN ON TI1E PACE OP Tf11S PLAT; RATIO OF PRECISION AS CALCULATED'BY COMPUTER
IS I :10,000+; Tl1ATTIIE BOUNDARIES NOT SURVEYED ARP 5110WN BY BROKEN LINES PLOTTED FROM
INFORMATION REFERENCED; ThAT TI115 PLAT WA5 PREPARED IN ACCORDANCE WITIi "TI1E STANDARDS OP
PRACTICE POR LAND SURVEI1NG IN NORTH CAROLINA°; WITNESS MY ORIGINAL SIGNATURE, LICENSURE
NUMBER AND SEAL Tt115 2ND DAY OF OCT05ER A.D. 2006.
PATRICK G. BRISTOW
N.C. PLS No. lam} 148
VJEfLANDS DELINEATED BY
LAND MANAGEMENT GROUP INC.
PUBLIC RIW VAPJES
AUALON AUE.
S63°36'00"E
N43° 80.58, ` 1
26'S9°W 1 \
NtiC ~•N S \ \ ~ _
-----
DB 1405 PG 449 3~°0'00
DB 3574 PG 976 ~ 0~~~6°
c~
,,~,,,~a'R'~r-r,
i
~`O~~oF~SS~0O~2
:21 ` 9 y
~ SEAL ~ -
~ L-4148 ~
.y~y'~ yo off:
'%~kC. BR; ~~`
rrui~„iua
i0 "t•ZOO`
30' ACCESS EASEMENT
gS0' -----------
D~ SO„
~,~~ ~3, (yN4a 6,88, ~ ~
4 43° In ~
CO~ 409 3S3 •0
l\ 4' ~ °
q~~NT~~9~3~
~~ ~ ~~~
CERTIFICATE FORTIIE U.S. CORPS OF ENGINEERS: I
~ \
479.94'
L14 559°55'I5'E 23.99
LI5 549°I'T30'E 28.32
LI6 N59°30'54"E 21.31
L17 N24°59'27'E 24.92
l l 8 N51 °02'S0°W 49.04
LI9 N76°33'53"N 31.36
L20 N55°03'38'W 24.95
L21 N34° 15'35'E 15.89
L22 N42°2T34'E 7.20
L23 553°44'02'E 63.04
124 555°36'38°E 29.64
L25 575°31'40'E 36.01
L26 57 I °07' 15"E 39.02
L27 571 °58' 19"E 16.29
S63°36'00"E
IB.~~
BRUCE JACKSON
DEED BOOK, 1905 PAGE 494
DENISE DAKOULIS
DEED BOOK 1704 PAGE 27
THIS CERTIFIES THAT TtilS COPY OT THi5 PLAT ACCURATELY DEPICTS THE BOUNDARY \
OF TI1E JURISDICTION OF SECTION 404 OF TI1E CLEAN WATER ACT PURSUANT TO THE
1987 MANUAL AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNI~SS THERE IS
A CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THlS DETERMINATION OF SECTION
404 JURISDICTION MAYBE RELIED UPON "rOR A PERIOD OF FIVE YEARS FROM TI11S DATE. \
SIGNATURE OF U. S. ARMY CORPS OF ENGINEERS OFFICIAL
DATE OF SIGNATURE
GOVEkiwgV+VALONOAK52 WET.dwg
o DANFORD
B & BRISTOL
LAND SURVEYING, P.C.
NEW HANOVER COUNTY
DB 1405 PG 449
- DB 3574 PG 976
.~
.a
0
O
NOTE: TI115 LOT IS LOCATED
IN ZONES VE (EL. 15)
FIRM COMMUNITY PANEL
# 370 168 3 143 J
DATED: APRIL 3, 2006
N63°36'00"W
I19~_
\~~FSS\
\~~SF~
N
O
G
0
0
LI
6~ .
s-
VA
~ ~ S39° ~ ~ S63°36' 0"E N63°36'00"W
~ 04 00"V/~ 189.98'
~\` 2000
"404" JURISDICTIONAL BOUNDARY SURREY FOR
2231 WR[GHTSVILLEAVENUE B I~ U_.~C E JACKS 0 f~
WILMINGTON, N.C. 28403 I
PHONE[phone]i1 DEED BOOK 2633 PAGE 369
FAX (910)8t~r2686
FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY, N.C.
z
N
m
N
N
N
O
m
TOTAL UPLANDS
3.40 acres±
tJ~
~~
~ "
G~
6~
' 37.87 N -
~ ~ ~'L2
I
I~
~~
J
LOCATION MAP
NOT TO SCALE
LEGEND
®=EXISTING IRON PIPE
UPLANDS ~ = CENTERLINE
0.03 acres±
S63°36'00"E 878.01'
181.51' , ~5 . „~ ~ ~
v L24 - / Lcr ~
.1.19 L~8 - //~Q~~Q m 0
r ~
L I ~ ~/ /~JQy~~~O ~
4 C/g ~ ~g~J~ 0
. ~ /~~~0~~ UPLANDS N W
/ ~~ Q~ 75 3 14 so,, ft.± cv ~
.Lr
r_
N
UJETLANDS j P~~ 1.73 acres± p ~
• ~ / P~~ SUBMERGED LANDS N W
/ 00 6,039 sq. ft.± N ~
64.00' ~ / 0.14 acrest ~
N63°36'00"W 864.40' ~
~ N
°
a, - ~
ten/ ~ I ~

DEED BOOK 2633 PAGE 369
MAP BOOK 3 PAGE 13
DEED BOOK 2766 PAGE I D I I
TAX ID #: R0790S-005-001-000
MAP BOOK 3 PAGE 13
MAP BOOK 39 PAGE 3 12
SURVEY REFERENCE
APPROXIMATE
ISLAND LOCATION
~~C~~`v'EO
DC~~i 'VfLh,~lI~GTOnl, ~;~.ir~
~FC~~ 2006
OCTOBER 2, 2006
4.67 AC. ± (DEED)
60 0 30 60 120
I INCH = 60 FEET
© DANFORD ~ BRI570W LAND SURVEYING, PC JULY 2006

Mry

'V1
IZ I~
~~
'~ , ~ ~~
4
1,_„ _- -~-.--_ 0
=__ ~- ~
-- -_- J
~ 6.32
F,
0 "'
LIMITS OF DISTURBANCE ~~
~~
1
_ __ ~.
~~ 30~' ACCESS EASEMENT ~ 75
T~~
- - - ---
\ DENISE DAKOULIS
\~, DEED BOOK 1704 PAGE 0027
'.BALD S. EVANS ~ ~ ~
'EGGY J. EVANS
300K 3095 PAGE 7 15
i
i
~F~~ ~'~ ACC ~\
~.
1 e00~2sq C FSS~~s
I 40~ gee F~ \
Pq~ FNT ~
~6
08
0
I`
nµa wn r w..
.~ Avalon Oaks South
02-95-286
`~ ENGINEERING BY: New "a°°ve~
~~ TRIPP ENGINEERING, P.C.
~,~ 419 Chestnut Street I I ~ Q (1
Wilmington, North Carolina 28401 v~~ `~"~~-~
Phone [phone]
Fax [phone]
® xoaa mw ow+~maRC, vt

~, w w
W,~
QN
wQ
W
\~
u.~.
U._
UI
~,~
~ ~
N63°32'38"W
6' PEDESTRIAN
ACCESS EASEMENT S63°32'38"E
z ~
BRUCE JACKSON o~ ~ o
DEED BOOK 1905 PAGE 494 ~~ ~~
NN ~ _
_ _N 18" CMP
m ~ INV. (EAST) 3.28'
INV. (WEST 3.64'

LOT
18,039 sq. ft.±
0.41 acres±
5 5' ORW AEC
L0-
17,093 s~. ft.±
0.39 acres±
~' i ~ .
208.02'
_.. ~~ ~~,
6~D`_5~c
X _`~ / X
~~ 404 WETLANDS LINE
- -AND LINE
. -~CO~TAL ~NE~
~~
k ' •~ -
~~~ft~ OF D15TUR8ANCE
1 i~`
t
_ -
~,
~, - -
GT H
I 096 sq. ft ~±
' 0, acres± I 5.00
C.O.D.
°,:~ ,j .
LAND GROUP aG
%4
VV
V
P05T OFFICE BOX 2522
WILMINGTON, NC 28402
[phone]
Cen~tcl Notr
1. REFERENCE FOR CAMA PERMIT
ONLY. NOT FOR CONSTRUCTION
~~
NEW h
DB
DB

Surveying Performed By. pwiM
CLC
DANFORD ~
'°~'°~
p
b & BRISTOW
C
P
LAND SURVEYING ,
I°.5a
.
,
. .~

No. Reruion/Wue D0U

e~2 IMPERVIOUS (2,370
~~P
~~ __ _ _
A ~
,~;,:
~•~
~ . I .~~~
'--' ~'
~~~
i ~~
~~~2~
~~
~"
I ~
X ~.
i 5
~-- 'Y
I j
~~~~=
~/ )x ~~x ~x ~.x .
_ .
18,039 s . ft.± ~~ .
a )~ -
0.4 I acres± / x ~ x - x ~ ~; .
404 WETLANDS LINE'
~',,. TAL W~~ND LINE
~ `,)~ coAS
17.093 sq. ft.±
0.39 acres±
I~,096 s~. ft
0.~9 acres±
~;
~r
a
~~ ' ~~
(+: 1-
I . .,'r
X- .ri
. .
',
X~ . ~
Q
ti
eq ~~
~~ ~ x `~~o N hx~h
i,F~~gTOR
~~
N
_.___
_ _ _ _ . _ AEC LIMITS '- -
-'~~,
AEC IMPERVIOUS CALCULATIONS
MAXIMUM IMPERVIOUS FOR INDIVIDUAL LOTS: 4,000 S0. FT
IMPERVIOUS COVER DUE TO ROAD: 2,370 SQ. FT
TOTAL IMPERVIOUS IN 575' ORW AEC AREA: 14,370 50. FT
TOTAL AEC AREA: 129,753 5Q. PT
///~ "~' ~ MAXIMUM PERCENT IMPERVIOUS IN AEC: I I.0%
/ /
/~
~_,``-
R~C~Ii/~~
L~ ~ P~'i ';`,~~I r~rt I x,,10 ; Ors,. NC
~'~~ G ~ 2C06
hyr h.n r ww
Avalon Oaks South
02-95-286
New Hanover
IMPERV~~~~5-
._
,' y"404" JURISDICTIONAL WETLAND
DELINEATED BY LAND MANAGEMENT GRO INC.
~~~~
j4
•V
w
~~C~
POST OFFICE BOX 2522
WILMINGTON, NC 28402
~ [phone]
Cwurd Nobs
1. REFERENCE FOR CAMA PERMIT
ONLY. NOT FOR CONSTRUCTION
2, tNDIVISUAL LOTS TO BE
DEVELOPED BY BUYERS.
TOTAL AEC AREA:48,298 SF,
TOTAL IMPERVIOUS IN
AEC:2,370, ~6%
p.w M
Surveying Performed By. CLC
p D AN FO R D ~, "ro~6
b & BRISTOW ~~~~
LAND SURVEI1NG, P.C. .r
8
No. Rmvbn/Inue Date /

A
A'
PILING (TYP)
{~ 6.0
GANGWAY C(YP)
~// PLOATIN6 DOC M11W
MLW
-- - - -- -- -- - - -- - -
4.0 ~ ~
- - - ~ j~ / EX. BOTTOM
-1,8~ -~,
-Z,00
RECEIVED
DCM WILMINGTON, NC
DEPTf1 PER PILING
CONTRACTOR
0 2.5 5 _~0
nyr e..r~
Avalon Oaks South
02-95.286
ENGINEERING BY: Newlianover
TRIPP ENGINEERING, P.C.
419 Chestnut Street ((``~~ --
Wilmington, North Carolina 28401 DOv~\`°'~-
Phone [phone] PROFILE
Fax [phone]
® 2008 1PoPP ONE. P.C.
r LAND 1dANAGIDt~iT GxOIIP DR
~.
• -o
.~
~~~
P05T OFFICE BOX 2522
WILMINGTON, NC 28402
1910) 452-0001
General Notes
1. REFERENCE FOR CAMA PERMIT
ONLY. NOT FOR CONSTRUCTION
FEB 0 8 2007

Surveying Performed By. o~ M
~

DANFORD er
~5107
o
b & BRISTOW
P
C
LAND SURVEYING ,~
~~,5~
.
.
, >..~
12

No. Revbbn/Ww Dote

LOT GRADING TYPICAL
`-~
-,,, ~-_
_~,~,_ rl!_ _
z 3:1 MAX.
~-,
~ SLOPE TO
GRADE
1/4
6" ABC
4~
TYP CAS 14'
ROAD
3:1 GRASS SWALE # 1
CROSS-SECTOf~
NTS (PRI~A'i E ROAD)
vu ~ E: R;JA.D -u E` SJPER-EJEVATED T O DRAIN TOWARD SWALE.
~,-~„
HOUNDER
6 0'
RIGHT-OF-WAY
18,-0" B-B
InNot Mw M //er
Avalon Oaks South
02-95-286
ENGINEERING BY: New Hanover
TRIPP ENGINEERING, P.C.
419 Chestnut Street PROFILr ,
Wilmington, North Carolina 28401 ""~-
Phone [phone]
Fax [phone]
20061PoPP QIpNEOtlNC, P.C.
1~A14D ~ ~~ uG
so
~~
...
~~~
P05T OFFICE BOX 2522
WILMINGTON, NC 28402
(9101452-0001
-6'-0"
HOULDE
Cenerol NoW
1. REFERENCE FOR CAMA PERMIT
ONLY. NOT FOR CONSTRUCTION
2. DETAILS FROM SUBMITTED
STORMWATER PLAN PER
ENGINEER,
a~w M
~~C~~~~~ ~CLC
CC~~9 WI! ?t^If~GTG~, ~~C ~~~
..
DEC C 1 ZOOo rsa
~~
No. Rerieian/laue Gate