20051244 Ver 2_Application_20070116

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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
January 12, 2007 v~ O S_ ~ a~
MEMORANDUM:
TO: Cyndi Karoly, Supervisor
401 Oversight & Express Permits Unit ~-,,, ~-...-
Division of Water Ouality-Surface Water Protection f4!`, ~~-~~ ~ ~~` ~I
FROM: Doug Huggett, Major Permits Coordinator ~'r,iv 1 ~ ~Q~
' t- 1~iii' I-Pi ~t~}NLi'I °f-
SUBJECT: CAMA Permit Application Review '~`~~u,r~~~ , ,~~.,'-~,::f~«,r,•~9RA~lrFr
Applicant: Colorado Coastal Dev., LLC for Sebreeze Sound S/D
Project Location: east end of Rosco Freeman Ave., adjacent to the AIWW and Myrtle Grove
Sound, in New Hanover County
Proposed Project: construction of a 10-slip docking facility
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by February 5, 2007. If you have any questions regarding the proposed project,
please 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] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 A~rmative Action Employer - 50% Recycled 110% Post Consumer Paper

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Colorado Coastal Development, LLC c/o Steve Shuttleworth
PROJECT NAME: Seabreeze Sound
2. LOCATION OF PROJECT SITE: East end of Rosco Freeman Ave., adjacent to the AIWW/Myrtle Grove
Sound, in New Hanover County.
Photo Index - 2006: 21-7379: N-O, 16-17 2000: 21-259: O-P, 16-17 1995: 21-241: N-O, 18-19
State Plane Coordinates - X: 2335885 Y: 115185
Latitude: 34°03'40.74802"N Longitude: 77°53'28.02750"W
3. INVESTIGATION TYPE: CAMA ROVER FILE # - 0-010415A
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 1/04/07
Was Applicant Present- No
5. PROCESSING PROCEDURE: Application Received - 12/21/06 (Completed)
Office -Wilmington
6. SITE DESCRIl'TION:
(A) Local Land Use Plan -New Hanover County
Land Classification From LUP -Resource Protection
(B) AEC(s) Involved: ES, CW, PT, EW
(C) Water Dependent: Yes
(D) Intended Use: Commercial/Private
(E) Wastewater Treatment: Existing -Private sewer
Planned - N/A
(F) Type of Structures: Existing -New subdivision with roads and infrastructures
Planned -Community dock with access pier, platform, finger piers,
gazebo and eight boatlifts for new subdivision.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
[AREA]
1lRFTl~FTI FTT .T .Fly nTHF,R
(A) Vegetated Wetlands (coastal wetlands) 1,440 sal. tt
(shacf~cl J ~
(B)Non-Vegetated Wetlands
(O en water) incorporated
2,422 s . ft.

(C) Other (§404 Wetlands) 780 sq. ft.
(D) Total Area Disturbed: 4,642. sq. ft.
(E) Primary Nursery Area: Yes
(F) Water Classification: SA Open: Yes
8. PROJECT SUMMARY: The applicant requests authorization to construct a community docking facility with
access piers, finger piers, gazebo and boatlifts to accommodate 10 slips associated with the Seabreeze Sound
Subdivision.

Colorado Coastal Development, LLC c/o Steve Shuttleworth
Page 2
9. PROJECT DESCRIPTION:
The project site is located at the end of Rosco Freeman Ave., adjacent to the AIWW/Myrtle Grove Sound, in New
Hanover County. The project site occupies approximately 15.4 acres of land located at the newly developed
Seabreeze Sound Subdivision, off Carolina Beach Rd. (US Hwy 421), adjacent to Myrtle Grove Sound and the
Atlantic Intracoastal Waterway (AIWW), just north of Snow's Cut Bridge, in New Hanover County. To locate the
property from Carolina Beach Road traveling south, turn left onto Seabreeze Road and travel east approximately
0.2 miles. Turn right onto Navigator Lane located at the entrance to the new Seabreeze Sound Subdivision. Once
you reach the stop sign, turn left onto Saltspray Lane and travel east until you reach Compass Point. Turn right
onto Compass Point and the property of interest would be located on the left. The new subdivision has
approximately 36 lots, of which, 6 lots are located adjacent and interior to the AIWW (See Sheet 1 of 1). The tract
averages approximately 10' above mean sea level. There is approximately 340' of shoreline along the area of tl~e
six lots adjacent to the AIWW. Existing high ground vegetation on these tracts consists of hardwood and other
species including Oak, Dogwood, Hickory, Magnolia, Juniper and Pine. Waterward of the highground towards the
AIWW, the vegetation transitions to an area of "404 type" vegetation and high marsh consisting of mixed coastal
wetlands, which include: Wax Myrtle (Myrica cerifera L), Marsh Elder (Iva fi-zrtescerts), Grounsel-bush
(Baccharus halimifolia), Common Reed (Phragmites azrstralis) Sea Oxeye (Borrichia frutescens) and Salt
Meadow Grass (Spartina patens). The high marsh then transitions towards the AIWW to an area of low marsh.
approximately 250' in width, consisting primarily of Smooth Cordgrass (S/~artina a/lerniflurcr) and E31~~~1.
Needlerush (Juncus roemerianus) (See Sheet 3 of 3).
The New Hanover County Land Use Plan classifies adjacent waters as Conservation, and the adjacent Nigh ground
portion of the project area as Resource Protection. The waters of the AIWW/Myrtle Grove Sound are classified SA
by the Division of Water Quality. They are designated as a Primary Nursery Area by the N.C. Division of Marine
Fisheries and they are OPEN to the harvest of shellfish by the N.C. Division of Environmental Health.
PROPOSED PROJECT:
The applicant requests authorization to construct a community docking facility with access piers, finger piers.
gazebo and boatlifts to accommodate 10 slips associated with the Seabreeze Sound Subdivision. The community
pier would be located on Lot 33 and would extend from the highground over §404 Wetlands and coastal
wetlands approximately 480' towards the AIWW, which would place the structure approximately 85' waterward
of the outer edge of coastal wetlands. The pier would then terminate into a covered "L-head" platform (16' x 16'),
which would be oriented on the northern side of the pier. The pier would continue through the gazebo for an
additional 25' towards the AIWW. Another access pier would extend from the gazebo in a northerly direction a
distance of 124'in length by 4.5' in width, which would run parallel to the shoreline creating a "L-head"
configuration. The applicant also proposes to install four (4) floating finger piers, 14' in length by 3' in width,
which would extend from the "T-head" access pier perpendicular to the shoreline. Tlie finger piers would be
spaced approximately.26' apart, which would allow for the installation of the ten boatlifts (12'x12') between these
finger piers. Two of these boatlifts would be located outside of the finger piers, one located on the most northern
finger pier and one located to the southern end of the access pier. The application indicates that current water
depths range from approximately -2.0' to -3.0' relative to Mean Low Water (MLW) within the area of the proposed
10 slips (See Sheet 3 of 3).
The application states that a Special Use Permit has been applied for to New Hanover County for the boating
access associated with this project.

Colorado Coastal Development, LLC c/o Steve Shuttleworth
Page 2
10. ANTICIPATED IMPACTS:
The proposed community dock would incorporate approximately 2,422 sq. ft. of Public Trust Area and Estuarine
Waters. Approximately 1,440 sq. ft. of Coastal Wetlands and approximately 780 sq. ft. of §404 Wetlands would be
impacted due to shading. Minor increases in turbidity should be expected during construction. The proposed pier
would extend approximately 130' into a waterbody that measures approximately 886' across, wl~icl~ 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.
Submitted by: Robb Mairs Date: 1/10/2007 Office: Wilmington

k'orm DCM-MP-1
APPLICATION
vao~--i~.yy
(To be completed by all applicants)
b,
1. APPLICANT
c.
a. Landowner:
St+~ 5h.~-tt.L~. wo ~- ~'1z..
Name i~n dt?gt~R CyASlAL f~l`1~rLc~nmrn.i d'
Address -_ ~ 7 y/ ./1') A2 kr 1 ~i ~, t,~v, i - y
City t:Ui L•~, Jy.~ i o v State ~ C .
Zip ~ $ `// / Day Phone ~ ~~ ~ ~ / ~ ~
Fax fJN I'(iVt~cy .v
b. Authorized Agent:
Name ~ v~y r. /~ n> /~?ARINI' Cvti i ~QAc=ic~Rs /,t, i_ .
Address ~ ~7.~S-9D 4c.Q +-~Rlc~h%P~~~a R,l~.
City w;L ,ylt,yc~ i o~/ State L .
Zip ~ tfG S Day Phone `1'/6 S.2 mot' /OS~I
Fax cI/G, 2 S(o. D/ 7'S"
c. Project name (if any) S~/~ Brr<-~2r
NO?E: Pcrndt will be issued in name of Itaadowner(s}, mtd/or
project nanu.
Z. LOCATION OF PROPOSED
PROJECT
a. County ~~w f ~,gtid ~~/Z
City, town, community or Landmark
S~~~F ~~r C~~~tmuti~~y
Street address or secondary road number
rC~ST Eti 17 4 r R + ~: (' FR l`/h ~~y A t//"
is proposed work within city Iimits or planning
jurisdiction? Yes "~ No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay} ~' C lti
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
_l~ON5T2i'ri ,~'w+pr= ~IXn' lo~v-, P;r~
1.L_ /~/_/..• X~~~ (A ~r~U Aivn T- fjF,4~ G 'J'/2G
- l f~ ~i as i 1 ~FiS
b. Is the proposed activity maintenance of an existing
project, new work, or both? __/V/_= Ev
c. Will the project be for public, private or commercial
use? _ PFZ ~ yAT1: F~+2 Safi Da v+ StCit/
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. Pu P, nc+sr ~ 5 To pRoy~O/=
S.~Fr= ~.,~~ rR ~<< ass ~"a,2 Res;
o t= 3~,3 Aiv~ s~a,~. s ~ /~,~ nQ!'t~ in ~ ~e,~_
x-Z/`L~~~LR/L ~i4R/.~'s'`~ i71~/IETnPs`
DCM WILMINGTON, NC
SFr 2 1 2006

RECEIVED
DCM WILMINGTON, NC
Form DCM-MP-1
DEC 2 1 2006
m. Describe existing wastewater treatment facilities.
4. LAND AND WATER A(;7vA ~t,~C~2TN ~ ~~c~t,:v~+ ~ i,2~c
CHARACTERISTICS
a. Size of entire tract 1 ~ 3 c ~ ~ R r S
b. Size of individual lot(s) _ j 3 ,,? ~/f~ S. F
c. Approximate elevation of tract above MHW or
NWL l~ ~ -t-
d. Soil type(s) and texture(s) of tract
~ ~Arvp y S~^iL
e. Vegetation on tract i11AT v2a ~ c; 2t~t;v~
f. Man-made features now on tract /V~~vE
n.. Describe location and type of dischazges to watt
of the state. (For example, surface runoff, sanit<
wastewater, industrial/commercial effluent, "w~
down" and residential discharges.)
/~Ud/L`
g. What is the CAMA Land Use Plan land
classification of the site? (Constlr the local Imd ~~ PST-J
~ Conservation Transitional
~ Developed _~ Community
Rural Other
h. How is the tract zoned by local government?
1~~5~Dr~:~,4[. R~ ~ S
i. Is the proposed project consistent with the applicable
zoning? __,~ yeS No
(Attach Zoning rnmpliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes .~ No
If ves, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes _~ No
1. Are there wetlands on the site? ~ Yes No
Coastal (marsh) ~,_ Other
If yes, has a delineation been conducted? YES
(Attach documentation, if available)
o. Describe existing drinking water supply source.
~uA N~tRIb a~~G,~,A t.vr-
._..~
5. ADDITIONAL INFORMATION
In addition to the completed application form, t
following items must be submitted:
• A copy of the deed (with state application only)
other instrument under which the applicant claims ti:
to the affected properties. If the applicant is ri
claiming to be the owner of said property, th
forward a copy of the deed or other instrumern and
which the owner claims title, plus written permissic
from the owner to carry out the project.
• An accurate, dated work plat (including plan vie
and cross-sectioaal drawings) drawn to scale in blac
ink on an 8 1/2" by 11" white paper. (Refer
Coastal Resources Commission Rule 7).0203 for
detailed description.)
Please note that original drawings are preferred ar
only high quality copies will be accepted. Blue-1u
prints or other larger plats are acceptable only if t
adequate number of quality copies are provided t
applicant. {Contact the U.S. Army Corps c
Engineers regarding that agency's use of large
drawings.) A site or location map is a part of pl:
requirements and it must be sufficiently detailed t
guide agency personnel unfamiliar with the area to tr

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 copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been rovided.
iv,acfrov~:a 13Atir ('; ru;~
Name ~1 ~ TN' i c~ ~-'~ m ; ki ~vao'12
Address 2. ~ 1 Ah 'r ;
Phone -ate. ~~ `~~ o ~
Name
Address
Phone
Name gRv~~ E. ~"I~C,•'M~~t/
Address I yl v tZo s Cep/" F~F.'rn~1,y
Phone ~I /C+. `~ `~ .2 : ~l 5 ( ~
• A list of previous state or federal permits issued for
work on the project tract. Include permit- numbers,
permittee, and issuing dates.
iJ iy J~ /li a cy ~/
• A check for X250 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 compliance with the N.C.
Environmental Policy Act (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.
RECEIVED
DCM WILMINGTON, NC
nF~. 2 ~. 2006
6. CERTIFICATION AND PERNIISSIOl~
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described ir.
the application. The project will be subject to condition-
and restrictions contained +~ the permit.
I 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.
grant permission to representatives of state and federa
review agencies to enter on the aforementioned lands in
connection with evaluating information related to thi:
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the ~/~day of ~/=~-. , >K9~C~'~~
Print Name ~Jc~ ~e. c g N f}~ 9 R+..vr ~~ y i11,~:.-~T~'i, ! ,~ c
Signature ----
r or ,2ut3wrized .!gent
Please indicate attachments pertaining to your propose:
project.
DCM MP-2 Excavation and FIII Information
DCM MP-3 Upland Development -
~C , DCM MP-4 Strucxures Information
DCM MP-5 Bridges and Culverts
DCM MP-b Marina Development
NOTE: Please sign and date each attachment in th
space provided at the bottom of each form.

Form DCM-MP-4 RECEIVE D
GC^f1 WILMINGTON, NC
STRU T E 'J~~ 9 ~ 200
LTR S
(Construction within Public Trust Areas)

Attach this form to Joint Application for CAMA Major e. Mooring buoys /1/~,g
Permit, Form DCM-MP-I. Be sure to complete alt (1) _ Commercial -Community _ Private
other sections of the Joint Application which relate to (2) Number
this propo sed project. (3) Description of buoy
(Color, inscription, size, anchor, etc.)
a. Dock(s) and/or Pier(s)
(1) _ Commercial .ZCommunity _ Private
(2) Number /
(3) Length y~~ ` (4) Width of water body
(4) Width ~' (5) Distance buoy(s) to be placed beyond
(5) Finger Piers ,~_ Yes No shoreline
(i) Number y
(ii) Length /y' f. Mooring structure (boatlift mooring pilings, etc.)
(iii) Width .~ (1) ~ Commerct ~C Community _ Private
(6) Platform(s) _~ Yes No (2) Number
/f~
(i) Number / (3) ~
Length /Z_t
(ii) Length /D~ (4) Width fZ~
(iii) Width /I1 ~
(7) Number of slips proposed /l} (T~t!/'1~ g. Other (rive complete description)
(8) Proximity of structure to adjacent ripazian
property lines ~ 2 ~ .so~.~~~is~c /~ td' if/~ Srdr
(9) Width of water body ~~~' ~,Q
(]0) Water depth at waterwazd end of pier at
MLW or NWL 3 ~~e "
Boathouse (including covered lifts)
(I) Commercial Private
(2) Length
(3) Width _
c. Groin (e.g. wood, sheetpile, etc.}
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length ,~J~//9
(2) Average distance from MHW, NWL or
. wetlands /Ylt~
(3) Maximum distance beyorfd MHW, NWL or
wetlands /1/ ft`
(.u/r 5 < ( / /1 Cli/1 , ~U-'r C'Ccyr Ir/Il~•~i r
Appllcant~Project Name
S'~gnature
/Z'/-o~v
Date

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SCALE IN MILES PIER AND DOCKING FACILITY
FO_R: COLORADO COASTAL DEVELOPMENT
7741 MARKET STREET
R EC E I V E~ WILMINGTON, N.C.
'ACM WILMINGTON. NC. NEW HANOVER COUNTY
BY; DUNCAN MARINE CONTRACTORS
DEC 2 1 2006 2725-9D OLD WRIGHTS80R0 RD.
WILMINGTON, N.C.
DRAWN BY: WILLIAM H. WARRF_N, JR.
MARCH 26, 2006

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5%~ OPERTY ~ ~ I N 233809 1
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• PROPERTY OF: i ~ / I I
HARVEY E. FREEMAN ~ ~ ~ 1
1010 ROSCOErFRE2M~N AVE.
i WIL~INf+I6N,_-N. C. 28412 !'1 / / ~ I
_ PIER AND DOCKING FACILITY
` = -' FOR: COLORADO COASTAL DEVELOPMENT 80 ~ 40 0 I (80
~f _-' .i.! 7741 MARKET STREET
-- ' :_ ~ ~~~ NALMINGTON, N.c. SCALE IN FEET
~_._
c; : NEW HANOVER COUNTY SOUNDINGS BASED ON MLW=0.0
;__, t ~ BY; DUNCAN MARINE CONTRACTORS THISFIGURE BASED ON SURVEY BY BENJAMIN C. BROWN RLS ,~ L2747 DATED MAY 20, 2004
1 _~ ; ; ; 2725-9D OLD WRIGHTSBORO RD. ATLANTIC INTRACOASTAL WATERWAY LOCATED BY HANOVER DESIGN SERV)CE$ MARCH f0, 2006
WILMINGTON N C
r-.~ ~-' ~ DRAWN BY: WILLIAM H. WARREN, JR.
~~ ~ MARCH 26, 2006 SHEET 2 OF 3
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PIER AND DOCKING FACILITY PROFILE ~ ~~ ~\ /~ z ca
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VERTICAL SCALE IN FEET ~ C`3
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GALV. BOLT W/WASHERS ---- ------ - ---`-- --"'--- - ------ ---------
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BOTTOM VARIES II IIII I
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TYPICAL SECTION THRU LIFTS
SCALE: 1"=20' FEET
20 10 0 20
PENETRATION
PER BUILDING CODE SCALE IN FEET
PIER AND DOCKING FACILITY
FOR: COLORADO COASTAL DEVELOPMENT
7741 MARKET STREET
WILMINGTON, N.C.
NEW HANOVER COUNTY
BY; DUNCAN MARINE CONTRACTORS
2725-9D OLD WRIGHTSBORO RD.
MLMINGTON, N.C.
DRAWN BY: WILLIAM H. WARREN, JR.
OCTOBER 18, 2006 SHEET OF
TYPICAL PIER SECTION
NOT TO SCALE

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~~NFRAL NOTES
PROPfRttOWNfR: SEA BREEZE LAND DfVf!CPMEVI..!C
APPUCANTI DEVELOPER: SEA BREEZE UND DEVftOPM11ENT, LLC
IFGAL DESCRIPTION: PT. Of l 12 013 LENA fP,fEUAN HPll L1N0 f
L 4<5 EG. B70RY DEVELOPMENT
T07AL ACRf51N iRAGT: 15.39
70TAL ACRES IN WE7(AND5: 4.85 '
70TAL WETLANDS OISTURBf0: .35 ACRES
i0iALACRtS OCCUPIED BYSiRUCTURfS: 3.50 I
70TAL ACRf51N 100 YR PL000 BOUNDARY< MEeN HIGH'//ATEP: 6.411
IXIS7ING ZONING: R-I 5; PROPCGffI ZONING: R~ f 5 l~
MAYIMUM UNITS ALIOWFD: 3B
UNITS PROPOSED: 36: 3 BEROOMS PPR UNN AVE.ZIGE
RECREATION AREA RfOWRED: r.OB ACRES; P.ROVDED: I.13,tCPES
AL71Vf AREA: 24,6215.E PASSIVE AREA-2A,`215F
AVERAGE L0751ZE: 13,246 $.f
WARR SUPPLY AOVA NORM CAROVNA, INC.
SEWAGEG15POSAL: AQUA NORin CAROLINA, cW:.
SURVEY DA7E: 5fAY 20, 2004
I iy ~ W W STREET LIGNTS 70 BE PROVIDED PER COUN75.°fGflCriirONS
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HYDROGRAPNIC SURVEY
SEABREEZE LAND DEVELOPMENT, LL C~~ ~ o N o y ~
CAPE FEAR TOWNSHIP DATE: SEPT. 28, 2006 ~
~~ IN~
NEW HANOVER COUNTY nnF WA ~vu~e ~eu6rnus~ ~~°~ Q ~, h ~' o a .' ~ M h rv ,,
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DEVELOPMENT, LLC l ~ ,~ ~ ~ ~ M ';' , , ~ ~ N ' m
BK 4752 PG 40i / ~ ^, ; ~~ ~ ' ~~ ;' ' "' ~ a `~ ~ ~ . , ~~ ~~ a-,
BK 4752 PG 408 ~ ~~~ SALT MARSHGRASS ~ ~~~ ~ ~ o ~ I I l ~~ ~ ~ ~ ~ ` I . n ~ I ~~
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S 89'12 43 W 411.39' '~' / , ~ \ c' I ; n ~~ ~ ~~ . ~' ~• ~ '~, i ~~, r:
GRID N: 115076.602 / ~ ' ~ ~: ~~ ~ ~ ~~ ° ~ ro ~ I ~ ~ °j - N ~' , m ~~. n A o I
}~gyEy g ~~y GRID E 2335970.089 " • ~ o"' ~ ~ ~ i ~ ~,~ I ~ ~ ~ ; i ~~I ~ ,~
BIG 212 PQ M LA111U0E 34'03'39.662° / ~~~. " ~~ om' ~~ ~ I I ~m I ' y ~ r i v ~~ ~~ ~ m m h
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NOTES LONGITUDE: 7753'26.986" _ _ _ _ ~ ~ ~ ~5~,~~ ~6„ ~ ~ ~ ~ ~ / ~ ~ ~r ~ ~~' ~~ i m ~ io T ~~ ~~ I m
1. AREA COMPUTED BY COORDINATE METHOD l T1_4 o RIPARIAN G1~6~ '° ~`' "' ' ~" I I ~ ,' ~ i ~~ ~ ~~
/ o o• ~. NF , , i ~ ~ ~ , ; ~ I , M' J~`L~.iIf~G ~ i ~J~
GRID N: 114978.244 v ~, ry' I C~ ~ o, ~ a
2. ALL DISTANCES ARE HORIZONTAL ~ GRID E: 2336096.849 ~ ° ~ / ~ ' ~ I ~ ' r , ` ~ ; ~.I ~~, a ~~ ~' ~ ~ ~,,..I~~ ~~° ~ ~
l LATITUDE: 34'03'38.675" ° ~' n ~ ~ V', ~ ~ ! ,~ ~l ~ I n ~~ . ~'~~ ~ ~' Jq~~~~'l ; ~~~'~ ~ m
3. FOR REFERENCE SEE AS NOTED I LONGITUDE: 7753'25.493" N "' i / .q ~~ I~ I b' ;' ~ r ~ ~ a j , I M ~ 1 '~ i
4. MAP COMPfLED FROM A PARTIAL SURVEY IN SEPL 2006 BY HANOVER o i ; h I , ,~ ~ I r ~ /
DESIGN SERVICES. UPLAND BOUNDARY TAKEN FROM A SURVEY BY n ~I ~~~ " ~ ~ ~ I ~ I ~ ~ ' ~~~~ ~ ' ~ ~11 ~! ~ ~~ ! ~ ~ i n°°•
BENJAMIN C. BROWN N.C.P.L.S. No. 2747 DATfO MAY 20, 2004. WATERWAY ° o ~ l ' I ~i ~ ~ I ~ ' III ' I ~ l v ~ ~ i
CHANNEL TAKEN FROM U.S. ARMY CORPS OF ENGINEERS MAP TANGENT ~ ' ~ 01 %I / `r 'I ~ HANOVER DESIGN SERVICES, P.A.
4 & 4A, SECTION 5 DATED 01-07-05 MAP FILE No. BFT-CFR 105-04-50, 60 30 0 600 ~ ~~% ~M ~ ;I
WATERWAY RIGTH OF WAY TAKEN FROM U.S. ARMY CORPS OF ENGINEERS d ! ~ ~/" % LAND SURVEYORS ENGINEERS LAND PLANNERS
REAL ESTATE MAP SEGMENT No. 1. p r" ~ ~,~ ~ ~ ~ ~ I m
5. VERTICAL DATUM IS RELATIVE 70 MEAN LOW WATER SCALE IN FEET ~ ~' M % I WILMINGTON, N.C. 28401 5~~~ ~~~
DETERMINED RELATIVE TO TIDAL BENCH MARK "865 8559 TIDAL 1". 1. = 60 Fr ~ ; ~ °' ~ PHONE.• [phone]
ELEVATION 0.00 (NGVD'29) =ELEVATION 2.01 (MLLW) h~ ~ ~ FAX: [phone]
~1~JON~DWG~11542 A.dwg,10/16/~006 2:0525 PM, Xerox WorkCentre z4 PCL 6

HYDROGRAPHlC St1RVEY
SEA BREEZE LAND DE ~/EL OPMEN T LL C ~ ~ ~ a N o " ~
CAPE FEAR TOWNSHIP DATE: SEPT. 28, 2006 ~ ~ v ~ ~ I ~ "
NEW HANOVER COUNTY k~F wAa+oru eANrc ~ TRUSIFE ~ ~ ~ " a • r ~ ~ a m ~ ~ ~ "
NORTH CAROLINA ~ 3~ee ~ 4~s ,,Qy~~~ ~ ~ ° o a ,,; .;; , N ry p "
N 8971'51" £ 871.84' ~ _ NN 81'51' E 871.64' ff J o n i ( - ;~'~ - d1' ~ ' ' ' "
• - • ~ ~ • PR~OPER~INE ~ ~ c " LIEAW LOW a d , ~ • ~'11 N : ,~,• ~ N I
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~ 404 WETLAND '•v ~•i •.i i ..i •i o n o ,, , k +~ ;^, ~,,.R
~ LOT 30 r ,. a " ' ~' ~/' iii `'~• " tl
LINE .., .,~ ..~ ~~i '•i a l" ' %~'„n~, ~~m; a "
SEABREEZE LAND ~ '~'•' ° ~ ~~ / ~ ~~" s~'' 7 ~~
DEVELOPMENT LLC - r- -- ~' ~ ~ - - .. ,;;+'; -i;,-1„~ ~. ~ ~ !'
BK 4752 PG 401 '' j
I f ~ ;' ~ %I ir'. n I' m
BK 4752 PG 408 ~ `' '' SALT MARSHGRASS `' `' '' c o 7~ , ,~,'~%h ;' %,, `7 '•,n,' ~ i
~ LOT 31 ~ ~ ~ , ; ; ~I; • ; ;~ ; ~ ; r,,. n. ~ w
0
~''i '! ''~i ''~ ''i LINE ~'~ d + ~' !I ' x - •a ~' h
_ ~ '' `~ , , v; ~t n ' ' ~ N
_ T ^~ ~~ 219'x4=876 S.F. d a 4';Q, ~'~,~' •7;; H; t~;n;' L~' r" • 'ti ..... •
' N 124'x4.5' FlXED PIER ~- 558 S.F, `' '' ~ ' I ~ 2~ ~; ~ "''
•i a- '~' •; ~~ ,,~ I
~ ~ 10'x11' GAZEBO DECK = 11D S.F. ~ ° ~ ~ ~'~' ~'~ e' I ~ ~ a
LOT 32 ° '%~7~'~'' !," m~,
~ ~' ~r K ~ 4-3'x14' FlNGERS = 168 S.F. ~ ~ ~; t ~~~ ~ ~ ;, r"".••.~ ~ c
~ ''~ N 'i OTAL = 836 S.F. o"' o ~ ;g ' ' ' ~~% ti ~
184' • Q r 8 ~ i ~ 4 ; . ~ ' '~..~ ~•.
8 WIDE FlXED PIER f * ~ / ''; ..~..
4f1-J9 1 X64'- - _ ~ .•, ~, ~ + 5 -~; ^' ~,~ ~? • ,~ ~..~., K j'`
S 8972'4, ~ ~~ •% a ti k~ M i~ ~~ m o
PROP iY IJNE l +~ ~'~. ``~ '~ ~ S S n 1 , ~''7 • cy • ' 7 ~ 7 n•
GRID N: 115078.8 ~~ ~ r. °' ~0 /QQ/ , A ; `~, "' " ; `~. %...... ,.•
HARrEr E FRmIrAN GRID E'r 133597aoe9 ~ '~ ~ ~• 5~39;~8. ~~ _ aE"90 ~ ~„~ i ti 7~;' ~ i f: +, n .
9!G 2124 PG n7 TIIUDE: 34'n3'39.682" ~,, E 4?`~-`_~ , , r ~: ,r ~ •' ~ ;
No1FS L rr53'z6.966' ____.~ ~':~` ~• ~,~ ~ ~ •j ~~ ''''~,~, %M PIER AND DOCKING FACILITY
~ ~ Rp ~ `y~ ~ ~ ' ~ ~ ' % r FOR: COLORADO COASTAL DEVELOPMENT
1. AREA COMPUTED BY COORDINATE ME7H00 r ~_4 ~ ° m ~4R~,gN~C~ ~ ~^ + `~~~ ~'~~. ~ ~' + a ~ SEABREEZE AREA
(STANCES ARE HORIZONTAL / GRD E• 2338098.849 ~ 6' ~OF ~s. `~ a ~-`5~% ~P~ ~ ~' ~ ~ J,I VALMINGTON, N.C.
Au D ~r •; ~R - ~ , : • , ; ;
I E '38.875' ~ ~~ ~ r n ~ ^'' +; ~.~, n NEW HANOVER COUNTY
' a y ~4d7p% ~ N' BY: DUNCAN MARINE CONTRACTORS
3 FOR REFERENCE SEE' AS NOTED ! LONG? X325.493' " • ,''' i• % ,~' ' ~''~~ `~..~
4. MAP COMPILED FROM A PARTIAL SURVEY !N SEPT. 2006 BY NANOYER ,I o - • ~ ~ %"' ' ' ~ ~ I 2725-9D OLD WRIGHTSBORO RD.
7 i ;~ %oi
° ~ WILMINGTON, N.C.
DESIGN SERI?CES. UPLAND BOUNDARY TAKEN FROM A SURVEY BY ~ ~ ' ' N;' ' ' ~ °~ i DECEMBER 18, 2006
BENJAMIN G BROWN N.~P.L.S Na 2747 DATED MAY 20, 2004. WATERWAY ° ~ ~ I~ ~}1g'96i4.90 ' '
CHANNEL TAKEN FROM U.S: ARMY CORPS of ENGINEERS MAP TANf~7Vr p m,% ' E a~3~3e°~oHAN01VER DESIGN SERVICES ~
4 ~ 4A, SECAON 5 DATED Oi-07-O5 MAP F71E Na BF7 CFR 105-04-50, 60 30 0 60~ i ~ ~~ '' ;~ ~ ;+ ~R,-~ (`
WATERWAY RlG1H OF WAY TAKEN FROM U.s: ARMY CORPS ~ ENGINEERS d ' - w ~ ~• UND suRVEY10RS ENpNEERS LAND PLANNERS-,
REAL ESTATE MAP SEGMENT Na 1, o ~ ~ ' , ~ I,% % ~ ut,ivi ~~I~.MINC
< ~ N1LIIfINGTON, N C. 28401
5. VERTICAL DATUM IS RELATIVE Tl7 MEAN LOW WATER SCALE ~ FEET ~ ;' i' ~ PHONE [phone] ~'' ~^
DETERMINED RELATIVE TO TIDAL BENCH MARK '865 8559 TIDAL 1'. 1' . 60 ~- ` • / ~' ' ~ FAX: ~910j 343-9941 ~ "' ~ 1 ~
ELEVATION 0.00 (NGVD'29) =ELEVATION 2.01 (MLLW) ~ o ~ ~~~~' 3 ~~
ED
ON, NC
06