20050798 Ver 1_Complete File_20050505

Michael F. Easley, Governor

William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources

Alan W. Klimek, P.E. Director
Division of Water Quality

June 8, 2005

Coastal Colorado Development
c/o Tim Beason
514 N. 7th Street
Carolina Beach, NC 28428

Subjcct:

401 Watcr Quality GC #3402
Road Crossing
Royal Palms/ Brcamore South Subdivision
DWQ I>rojcct # 05 0798
Onslow County

Dear Mr. Beason:

The Wilmington Regional Office received your copy of the CAMA Application for a Community Pier and
9-slip docking system. In a file review, for the project with the US Army Corps of Engineers (USACE), it was
discovcrcd that a Nationwide 18 was issued to James Hobbs on January 29, 2003. The projcct did require a
corresponding 401 Watcr Quality Certification from the Division of Water Quality (DWQ) PRIOR to the work
conm1encing. Since the work has already been completed and the USACE Permit has expired, we are sending you
the General Certification as an after-the-fact notification. If you did not comply with ALL these conditions, we
request that you notify this Officc immediately to let us rcsolve the outstanding issues. PI case read the cncloscd
General Certification # 3402, pay particular attention to conditions #9 and #16. Please send this Office copies
of the recorded deed notifications placed on the remaining wetlands for that property as minimally required by the
Watcr Quality Certification (WQc) # 3402 or if the USACE required preservation of the wetlands, please scnd us a
copy of that documentation.

If these conditions have not becn met plcase call this Office immediately. If you have any questions
concerning this matter, please do not hesitate to call Noelle Luthcran or myself at (910)-796-7215.

Enclosurc

(~r~~::ib

. /~nne Ste~Uls
. Environmcntal Specialist III
,

cc:

Cyndi Karoly, Wctlands Unit
Mickey Sugg, US Army Corps of Engineers
James Taylor, Agent
WiRO

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North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone]
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

Customer Service1-877 -B23-67 48
Internet: h2o.enr.state.nc.us N~rthCarolina

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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
Express Permit

May 3, 2005

MEMORANDUM:

FROM:

Cyndi Karoly
Supervisor
401 Oversight and Express Permits Unit fij) rg@ rn DW~ 1m
Division of Water Quality-Surface Water Protecti~ ~

MAY 5 2005

TO:

Jason Dail
Express Permits Coordinator

. DENR - WATER QUAlITY
tElWJOS NID STOR1tl,i\TER DiWlCH

SUBJECT:

CAMA Permit Application Review

Applicant:

Coastal Colorado Development, LLC C/o Tim Beason

Project Location:

Tar Landing Road, adjacent to Turkey Creek and the Atlantic Intracoastal
Waterway, in Holly Ridge, Onslow County

Proposed Project:

The applicant is proposing to construct a community pier and nine-slip docking
system.

Please indicate below your agency's position or viewpoint on the proposed project and return this form
by May 3,2005. If you have any questions regarding the proposed project, please contact Jason Dail at
[phone]. When appropriate, in-depth comments with supporting data is requested.

REPL Y:

_ 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: WNW nccoastalmanaqement.net

;'n Equal Opportunity \ Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper

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DIVISION OF COASTAL lVIANAGEMENT
FIELD INVESTIGATION REPORT

1.

APPLICANT'S NAME: Coastal Colorado Development, LLC c/o Tim Beason

2.

LOCATION OF PROJECT SITE: Located along Tar Landing Road, adjacent to Turkey Creek and the
Atlantic Intracoastal Waterway, in Holly Ridge, Onslow County.

Photo Indcx - 2000: 26-352, N-S, 20-22
Statc Planc Coordinatcs - X: 2463070

1995: 26-336, I-N, 8-10 1989: 4168 18, M-R, 6-9
Y: 275804 GPS Filc: S-011818A

3. INVESTIGATION TYPE: CAMA

4. INVESTIGATIVE PROCEDURE: Datcs of Sitc Visit - 1/18/05
Was Applicant Prcscnt - No
5. PROCESSING PROCEDURE: Application Rcccivcd - 4/29/2005
Officc - Wilmington

6. SITE DESCRIPTION:

(A) Local Land Usc Plan - Onslow County
Land Classification From LUP - Conservation!Transitional
(B) AEC(s) Involvcd: ES, EW, PT, CW, OR
(C) Watcr pcpcndcnt: Yes
(D) Intcndcd Usc: Commercial
(E) Wastc,vatcr Trcatmcnt: Existing - None Planncd - On-site Septic
(F) Typc of Structurcs: Existing - none
Planned - Nine-slip community pier and docking system.
(G) Estimatcd Annual Ratc of Erosion: N/ A
Sourcc - N/A

7.

HABITAT DESCRIPTION:

- --- --
(A) Vegetated Wetlands 7,596 sq. ft.
Coastal (shaded)
(B) Non-Vegetated Wetlands 1,516 sq. ft.
(open water) incorporated
(C) Other
High ground

DREDGED

[AREA]
FILLED

OTHER

(D) Total Area Disturbcd: 1,516 sq. ft.
(E) Primary Nurscry Arca: Yes
(F) Watcr Classification: SA-ORW Open: Yes-dO\VIlstream, Closed-upstream

8. PROJECT SUM.l\IARY: The applicant is proposing to construct a community pier and nine-slip docking
system.

"

Coastal Colorado Development, LLC
Page Two

9. PROJECT DESCIUPTION:

The Royal Palms subdivision is located adjacent to Turkey Creek, along Tar Landing Road, near Holly Ridge
and Sneads Ferry, Onslow County, To get to the proposed site from Wilmington, head north on US Hwy 17.
Turn right on Old Folkstone Road in Holly Ridge. Continue along Old Folkstone Road and turn right onto Tar
Landing Road. The property will be located at the terminal end of Tar Landing Road, on the left hand side of
the street (dead end). The property is approximately 78.71 acres in size with approximately 2,000 linear feet of
water frontage. Elevation at the property varies from 2' -35' above Mean Sea Level. Both residential and
agricultural properties surround the property to the north, west and south and Turkey Creek borders the
property to the cast.

The highground portion of the tract has vegetation that consists of Live Oaks (Quercus virginiana), Catbriar
(Smilax sp.), Red Cedars (Jllllipents virginian a), Wax myrtles (Myrica cerifera), Long-leaf Pines (Pinus
palustris), Hickory (Cal)'a sp.) and Maples (Acer ntbnlln). The eastern portion of the property consists of
"404 type" wetlands and coastal marsh. The wetland area is separated by a mosquito ditch, which runs parallel
to Turkey Creek. The mosquito ditch runs the entire length of the property from north to south along the far
eastern side, adjacent to Turkey Creek. Coastal wetlands vegetation consists primarily of Smooth Cordgrass
Marsh (Spartina altemiflora) and Black Needle Rush (Juncus roemarianus). Upper coastal wetlands species
such as Salt Grass (Distich/is spicata), interspersed with Sea Lavender (Limoium carolinanum), Salt Mcadow
Hay (Spartina patens) and Sea Ox-eye (Borriclliafnttescens) complete the transitional area to the high ground.
There are no other piers/docking systems in the immediate vicinity of the proposed dock. Proposed density of
the subdivision, once fully developed, would be 39-units at 0.5 units per acre.

Prior to submittal of this CAMA Major permit application for dock construction, the applicant contacted the
Division of Coastal Management and inquired about obtaining a CAMA permit for the proposed subdivision
development. The proposed development was determined to be outside of any Area of Environmental Concern
(AEe), and therefore, no permit authorization was required. As such, the applicant developed the high ground
portion of the property by installing roads, utilities and wetlands crossings, which were approved under the
Corp of Engineers Nationwide 18 permit (Action ID#20020 1168). No further subdivisionihigh-ground work is
being proposed as part of this permit application submittal.

The waters of Turkey Creek, adjacent to the proposed project area, are classified "SA-ORW" by the Division
of Water Quality. This section of the Turkey Creek is designated as a Primary Nursery Area by the Division
of Marine Fisheries. According to maps provided by Shellfish Sanitation, the area to the south is OPEN to the
harvesting of shellfish and the area to the north (headwaters) is CLOSED.

PROPOSED PROJECT: The applicant is proposing to construct a nine-slip community pier and docking
system to accommodate the residents of the subdivision. The proposed pier would begin from a 6' x 148'
concrete walkway located along the eastern side of Royal Palms Way (entrance drive into the Subdivision)
within the boundaries of the common area, between Lots 6 and 7. The concrete walkway would terminate just
before the landward edge of the "404 type" wetlands line and would give way to a 6' x 1266' elevated wooden
pier. The pier would extend towards the east, crossing a vast area of "404 type" and coastal wetlands before
terminating at a 14' x 14' gazebo. A 6' x 140' elevated dock spine/platform would be located on the waterward
side of the proposed gazebo. The spine would run parallel to Turkey Creek, or north to south, and would be
within the community area riparian corridor. Five 4' x 24' elevated finger piers would connect to the spine and
would run perpendicular to the channel, or west to east. As proposed, water depths at the terminal end of the
finger piers would range from -1.0' to -1.4' at Mean Low Water and 2.8' to 3.2' at Mean High Water.

Coastal Colorado Development, LLC
Page Three

10. ANTICIPATED IMPACTS

The proposcd pier and docking system would incorporate approximately 1,516 sq ft of cstuarine waters and
public trust area. Slight increases in turbidity should be expected during construction, howevcr no long tcrm
impacts arc anticipated. According to the application package, the proposcd picr and docking systcm would be
locatcd within 'l4 of the width of the water body and would not extend beyond the near shore edge of the
navigation/crcek channel. Water depths in the vicinity of the docking system are relatively shallow and boat
dockage within the proposed slips may impacts shallow bottom areas.

Submitted by: Jason Dail

Date: May 3,2005

Office: Wilmington

Fonn DCM-MP-l

A-+Wt11~f1+ B /13

APPLICATION'

(To be completed by all applicants)

1. APPLICANT

a. L3ndowner: Tim Beason

Name Coastal Colorado Development, LLC
Address 5 J l.\. N. l-fu _5-h-u.. +-

City Carolina Beach

State NC

Zip 28428
Fax NI A.

Day Phone N/A

b. Authorized Agent:
Name James Taylor

Address 5315 South College Road, Suite E

City Wilmington

State NC

Zip 28412

D Ph 910.452.2711
ay one

Fax [phone]

c. Project name (if any) Royal Palms
(formerly named Breamore South).

NOTE: hmsit wUl N Uswd iII_ uf~I). aNlfor
projca 1tIZme.

2. LOCATION OF PROPOSED
PROJECT

a. County Onslow

Rnised 113m

b. City, town, community or landmark
Holly Rid~e, Stump Sound Twsp.

c. . Street address or secondary road number
Tar Landino Road. N.C.S.R. 1532

d. Is proposed work within city limits or planning
jurisdiction? Yes X No

e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Turkey Creek

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
acavation and/or filling activities.
Develop a 39-lot subdivision that contains
a 9-slip dock with the associated
landscaoinQ for the residential lots and
r.nmmnn ~rp.~~

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
consuuction and daily operations of proposed
project. If more space is needed, please attach
add' . nal
cr::R.e aP~erot subdtVISlon containing a ~
slip docK. extending out trom a common
area. Heavy machinery Will be used to
grade and improve the property and build
roads and other associated improvements
required bv the subdivision and the local
zoning regulations. Allland-disturhing
work including road inst~"~tinn w~c:::
completed prior to a CAMA permit being
required for the project (See the letter from
DCM).

"

(3 ::;)

Form DCM.MP-l

4. LANDANDWATER
CHARACTERISTICS

a. Size of entire tract Approximately 78.71 acres.
b. Size of individuallot(s) 15,000 sq. ft. - 1 + acres

c. Approximate elevation of tract above MHW or
NWL 2 - 35 feet

d. Soil type(s) and texture{s) of tract
See attached Soil Survey section.

e. Vegetation on tract Typical wet flat I
Coastal Marsh exists near the water.

f. Man-made features now on tract Access road.

g. What is the CAMA Land Use Plan land
classification of the site? (Conndt IN lo<xU laNIlU~ plcn.)

~ Conservation
_ Developed
Rural

--L Transitional
_ Community
_ Other

h. How is the tract zoned by local government?
R-A

i. Is the proposed project consistent with the applicable
zoning? --L Yes _ No
(Auach :.oni1tf ~u CD1ificou. if czppJiCtJb~)

j. Has a professional archaeological assessment been
done for the tract? _ Yes ~ No
If yes, 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 L-No

1. Are there wetlands on the site? X Yes No
Coastal (marsh) X Other X -
If yes, has a delineation been conducted? Yes.
(Mach ~. if avaiJabk)

RniRd 03I9S

m. Describe existing wastewater treatment facilities.
None. Proiect wil use private seotic systems

n. Describe location and type of discharges to waters
. of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and r~identiaJ discharges.)
See attached plans.

o. Describe existing drinking water supply source.
County water or well water.

S. ADDmONAL INFORMATION

In addition to the completed application form, the
following items must be submitted:

o A copy or the deed (with state application only) or
other instrument under which the appliC3Ilt claims title
to the affected properties. If the applicant is DOt
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.

o An accurate, dated work plat (mcluding plan view
and cross.sectional drawings) drawn to scale in black
ink on an g lIr by 11" white paper. (Refer to
Coastal Resources Ccmmission Rule 7J .0203 for a
detailed description.)

Please note that original drawings are preferred and
only high quality copies will be accepted. Blue.line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (CoDUct 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 dc::talled to
guide agency personnel unfamiliar with the ZU"C3 to the

. .

~3)

Form DCM-MP-l

site. Include highway or secondary road (SR)
numbers, landmarks, and the like.

o A Stormwater Certification, if one is necessary.

o A list of the names and complete addresses or the
adjacent waterfront (riparian) landowners and
signed return naipts as proof that such OWDU'S
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 provided.

Name James H. Hobbs, Jr.
Address 541 Tar LandinQ Road. Holly Ridqe, NC
Phone

Name Douglas M. & Lillie H Gray
Address 654 Tar Landino Road. Holly Ridoe. NC
Phone

Name
Address
Phone

o A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
NWP 18, Action 10# 200201168

Stormwater Permit #SW8020420, 6/28/02

Sedimentation & Erosion Control Plan ON-02196
o A clreck for $!SO made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.

o A signed AEC hazard notice for projects in
Oceanfront and inlet areas.

o A statement of compliance with the N.C.
Environmental Poney Act (N.C.G.5. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.

Rnhed 13J9S

6. CERTIFICA nON AND PERMISSION
TO ENTER ON LAND

I undersund 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 i'1 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 cenify 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 that the information provided in this
application is truthful to the best of my knowledge.

, 19_. 2005

Si

PI~ indfcate attachrnents pertaining to your proposed
project.

X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
L DCM MP-4 Structures Information
L DCM MP-S Bridges and Culverts
_ DCM MP-<i Marina Development

NOTE: Please sign and dale each arracJunent In the
space provided at the bottom of each fonn.
Only. th~ DCM MP-4 form is required as part of this Permit
Application. The land-disturbing activity (road construction)
was approved and completed prior to a CAMA permit being
required for the project. The NWP 18 was approved, and
all work for the wetland fill was completed prior to a CAMA
permit being required for the Project

Fonn DCM-MP-2

H tt"a.ch\'YIaJl t 4 \...1 z)

EXCAVATION
AND .FILL

(Except bridges and culverts)

Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-l. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.

Describe below the purpose of proposed excavation or
fill activities. All values to be given in red.

Aftn&e
EmW:z
LrDgtb WIdth Depda

FlDal
Project
DqltII

Access
channel
(MLW) or (NWL)

N/A. N/A. N/A.

N/A.

Canal

N/A. N/A. N/A. N/A.

Boat
basin

N/A. N/A. N/A.

N/A.

Boat
ramp

N/A. N/A. N/A.

N/A.

Rock
groin

N/A. N/A.

Rock
breakwater

N/A. N/A.

Other
(Excluding
.horelinc
Il.a.bilizaLioo)

75' 25'

Revised 03/95

N/A. N/A.

1. EXCAVATION

a. Amount of material to be excavated from below
MHW or NWL in cubic yards N/A.

b. Type of material to be excavated N/A.

c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SA Vs) or other wetlands? ~ Yes N/A. No

d. Highground excavation in cubic yards N/A.

2. DISPOSAL OF EXCAVATED
MATERIAL

a. Location of disposal area N/A.

b. Dimensions of disposal area NI A.

c. ~ you claim title to disposal area?
N/A. Yes N/A. No
If no. attach i letter granting permission from the;:
owner.

d. Will a disposal area be available for future
maintenance? N/A. Yes NfA. No
If yes. wbere? N/A. -

0(/:2...

Fcrm DCM-MP-2

e. Does the disposal area include any coastal wetlands
(marsh), SA Vs or other wetlands?
N/A. Yes ~ No

f. Does the disposal include any area in the water'?
N/A. Yes N/A. No

3. SHORE~STAB~TION

a. Type of shoreline stabilization
N/A. Bulkhead N/A. Riprap

b. Length N/A.

C. Average distmce waterward of MHW or NWL
N/A.

d. Maximum distance waterward of MHW or NWL
N/A.

e. Shoreline erosion during preceding 12 months
N/A.

(Source of irtformalion)

f. Type of bulkhead or riprap material N1A.

g. Amount of fill in cubic yards ~ be placed below
water level
(I) Riprap N/A.
(2) Bulkhead backfill N/A.

b. Type of fill material N/A.

i. Source of fill material NI A.

4. ,OTHER FILL ACTIVITIFS
(Excludin~ Shoreline Stabilization)

a. Will fill material be brought to site'?
~Yes _No

Rtri:scd 0JI9S

If yes.
(I) Amount of material to be placed in the
water N/A.
(2) Dimensions of fill area N/A.

(3) Purpose of fill N/A.

b. Will fill material be placed in coastal
(marsh). SA Vs or other wetlands?
Yes. Yes _ No
If yes,
(1)

wetlands

Dimensions of fill area Approxirnalely
75 X 25 ( 0.04 Acres)
(2) Purpose of fill Road Crossina
See approved NWP 18.

All work was conducted in 404 wetlands. All Ii II material has been
completed and all on-site work is outside of any CAMA setb<lcks.

5. GENERAL

a. How will excavated or fill material be kept 00 site
and erosion controlled? BMPs will be utilized.

See Sedimentation and erosion control plan

b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)'?
Excavator and other heavy equipment.

c. Will wetlands be cDssed in transponing equipment
to project site? _ Yes .....2L- No
If yes, explain steps that will be taken to lessen
environmental impacts. N/A.

SIpaWre
March 23, 2005
Dale

A+tD-ChrY\<U\+ 6

Form DCM-1\-fP-3

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1\ J).,rVl;
lJ

UPLAND
DEVELOPMENT

(Construction and/or land disturbing actiTiUes)

Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-l. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.

a. Type and number of buildings, facilities, units or
structures proposed 39 sinqle-family homes

b. Number of lots or parcels 42 (3 Common Area Lots)

c. Density (give the number of residential units and the
units per acre) 39 units, 0.5 units per acre.

d. Size of area to be graded, f1Jled or disturbed
including roads, ditches, etc.
Approximately 7.41 Acres

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? X Yes No
If yes, date submitted Issued April 25. 2002
Sedimentation and Erosion Control Project # ON-02196
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
1.5-inch type 1-2 bituminous concrete
surface course and 6-inch course
aqqreqate base course installed over a
compacted road subgrade.
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. None (0 percent).

Revised 03/95

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 06/28/02

i.

Describe proposed method of sewage disposal.
Private septic system.

j. Have the facilities described in Item i. above
received state or local approval? No.
(Anads appropriale dacumenlalion)

k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash downw and residential discharges).
Surface runoff has been approved as part
of the Stormwater Plan.

1. Describe proposed drinking water supply source
. (e.g. ~ell, community, public system, etc.)
Public system.

m. Will water be. impounded?
If yes, how many acres?

Yes L- No

n. If the project is a oceanfront development, when
was the lot(5) platted and recorded? N/A

~lms (Breamore South)

('" tjr"~h~

Signature
March 23, 2005
Date

A+1-a.c.h rY\U\+ #: ~

Form DCM-MP-4

STRUCTURES

(Construction within Public Trust Areas)

Attach this form to Joint Application for CAMA Major
Pennit, Form DCM-}'fP-1. 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) .lli6: Commercial LCommunity N/A Private
(2) Number 1
(3) Length 1266 feet
(4) Width 6 feet
(5) Finger Piers ~ y es ~ No
(i) Number 5
(ii) Length 24 feet
(iii) Width 4 feet
(6) Platform(s) ~ y es ~ No
(i) Number 2
(ii) Length 140': 14'
(iii) Width 14' : 6'
(7) Number of slips proposed 9
(8) Proximity of structure ,to adjacent riparian
property lines ApprOXimately 110 feet
(9) Width of water body 1,200 feet.
(10) Water depth at waterward end of pier at
ML W or NWL 1.8 Feet - 2.0 Feet

b. Boathouse (including covered lifts)
(1) N/A Commercial N/A.
(2) Length N/A.
(3) Width N/A.

Private

c. Groin (e.g. wood, sheetpile, etc.)
(1) Number N/A.
. (2) Length(s) N/A.

d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length N/A.
(2) A verage distance from MHW, NWL or
wetlands N/A.
(3) Maximum distance beyond MHW, NWL or
wetlands N/A.

Revised 03/95

e. Mooring buoys
(1) t:U6- Commercial N/A Community ~ Private
(2) Number N/A.
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
N/A.

(4) Width of water body N/A
(5) Distance buoy(s) to be placed beyond
shoreline N/A.

f. Mooring structure (boatlift, mooring pilings, etc.)
(1) ~ Commercial ~Community N/A Private
(2) Number N/A.
(3) Length N/A.
(4) Width N/A.

g. Other (Givt compure description)
1,128 feet of boardwalk over wetlands will lead to the dock.

This measurement is included in the total length of the project.

~~Ims (Breamore South)

(P~" '''r ~ In ~~
Signature
March 23, 2005
Date

Form DCM-MP-S

BRIDGES AND

. .

CULVERTS

Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-l. Be sure to complete all
other sectipns of the Joint Application that relate to this
proposed project.

1. BRIDGES'

a. Public NtA

Private N/A.

b. Type of bridge (construction material)
N/A.

c. Water body to be crossed by bridge
N/A.

d. Water depth at the proposed crossing at MLW or
NWL N/A. .

e. Will proposed bridge replace an existing bridge?
~ Yes N/A. No
If yes,
(1) Length of existing bridge N/A.
(2) Width of existing bridge N/A.
(3) Navigation clearance underneath existing
bridge NtA.
(4) Will all, or a part o.f, the existing bridge be
removed? (Explain) Nt A.

f. Will proposed bridge replace an existing culvert(s)?
NtA. Yes N/A. No
If yes,
(1) Length of existing culvert N/A.
(2) Width of existing culvert N/A.
(3) Height of the top of the existing culvert above
the MHW or NWL NtA.

Rmsed Q3/95

Attachment 7

(4) WiII all, or a part ofl ,the existing culvert be
removed? (Explain) Nt A.

g. Length of proposed bridge Nt A.
h. Width of proposed bridge Nt A.

i. Height of proposed bridge above wetlands
N/A. .

j. WiII the proposed bridge affect existing water flow?
NtA. Yes N/A. No
If yes, explain N/A.

k. Navigation clearance underneath proposed bridge
NtA.

I. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? N/A. Yes N/A No
If yes, explain

N/A'

m. Will the proposed bridge cross wetlands containing
DO navigable waters? N/A. Yes NtA. No
If yes, explain Nt A.

n. Have you contacted the U.S. Coast Guard
concerning their ~proval?
NtA. Yes N/A. No
If yes, please provide record of their action.

Form DCM-MP-S

2. CULVERTS

3. Water body in which culvert is to be placed
Was placed in a 404 wetland.

b. Number of culverts proposed 1 (already installed)

c. Type of culvert (construction material. style)
Reinforced Concrete

d. Will proposed culvert repla~ an existing bridge?
_ Yes X No
If yes. .
(I) Length of existing bridge NtA
(2) Width of existing bridge NtA
(3) Navigation clearance underneath existing
bridge N/A.'
(4) Will all. or a part of. the existing bridge be
removed? (Explain) Nt A.

e. Will proposed culvert replace an existing culvert?
_Yes -2S..-No
If yes, .
(1) Length of existing culvert NtA.
(2) Width of existing culvert Nt A.
(3) Height of the top of the existing culvert above
the MHW or NWL Nt A.
t4) Will all. or a part of. the existing culvert be
removed? (Explain) Nt A

f. Length of proposed culvert Approximately 75'
g. Width of proposed culvert Approximately 1.5'

b: Height of the top of the proposed culvert above the
MHW or NWL Approximately 8'

i. Will the proposed culvert affect existing water flow?
_ Yes X No
If yes. explain NI A

Rnised Q3I9S

j. Will the proposed culvert affect existing navigation
potential? _ Yes X No
If yes. explain N/A.

~. EXCAVATION AND FILL

I. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL1
_ Yes X No
If yes,
(1) Length of area to be excavated N/A.
(2) Width of area to be excavated N/A.
(3) Depth of area to be excavated N/A.
(4) Amount qf material to be excavated in cubic
yards NI A.

b. Will the placement of the proposed bridge or culvert
require any excavation within:
_ Coastal Wetlands _SAVs~ OtherWet1ands
If yes. . .
(1) Length of area to be excavated Approx. 75'
(2) Width of area to be excavated Aoorox 25'
(3) Amount of material to be excavated in cubic
yards Approx. 8

c. Will the placement of the proposed bridge or culvert
require any bighground excavation?
~ Yes No
If yes.
(1) Length of area to be excavated Approx. 75'
(2) Width of area to be excavated Approx. 10'
(.U Amount of material to be excavated in cubic
yards Approx. 15

d. If the placement of the bridge or culvert involves
any excaVation. please complete the following:
(1) Location of the spoil disposal area
High ground (upland area).
(2) DimemioDS of spoil ~ area
Approximately 100 X 75.
(3) Do you claim title to the disposal area?
. L- Yes No
If DO, attach a letter granting permission from
the owner.

Form DCM-MP-S

(4) Will the disposal area be available for future
maintenance? N/A. Yes X No
(5) Does the disposal area include any coastal
wetlands (marsh), SA Vs, or other wetlands?
N/A. Yes X No
If yes, give dimensions if different from (2)
above. N/A.
(6) Does the disposal area include any area below
the MHW or NWL? N/A. Yes -L No
If yes, give dimension if different from No.2
above. N/A.

e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed below
MHW or NWL? Yes X No
If yes,
(1) Length of area to be filled N/A.
(2) Width of area to be filled N/A.
(3) Purpose of fill N/A.

f. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed within:
N/A Coastal Wetlands N/A SA Vs ~ Other Wetlands
If yes,
(1) Length of area to be filled Approx. 75'
(2) Width of area to be filled Approx 25'
(3) Purpose of fill Road Crossing.

g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? ~ Yes ~ No
If yes, .
(1) Length of area to be filled Approx. 75'
(2) Width of area to be filled Approx. 10'
(3) Purpose of fill Road Crossing.

4. GENERAL

a. Will the propos~ project involve any mitigation?
_ Yes X No
If yes, explain in detail

Rnised 0JI95

b. Will the proposed project require the relocation of
any existing utility lines? N/A. Yes ...2S....... No
If yes, explain in detail N/A.

c. Will the proposed project require the construction of
any temporary detour structures?
N/A. Yes X No
If yes, explain in detail N/A.

d. Will the Pl9wsed project require any work
channels? -~ Yes ~ No
If yes, complete Form DCM-MP-2

e. How will excavated or fill material be kept on site
and erosion controlled? BMPs will be utilized.
See Sedimentation and Erosion Control
Plan.

f. What type of construction equipment will be used
(for example, dragline, backhoe or - hydraulic
dredge)? Excavator and heavy equipment was

used durinq construction.

g. Will wetlands be crossed in transporting equipment
to project site? N/A. Yes ~ No
If yes, explain steps that will be taken to lessen
environmental imp'acts. N/A.

h. Will t!1e placement of the proposed bridge or culvert
require any shoreline stabilization?
N/A. Yes X No
If yes, explain in detail N/A.

SicDatw'e
March 23, 2005
Date

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EXHIBIT MAP II
FOR.:
BREAMORE SOUTH

STUMP SOUND TWSP., ONSLOW COUNTY, NC
OWNER/DEVELOPER:
JAMES HOBBS Jr.
541 TAR LANDING ROAD
HOLLY RIDGE, N.C. 28445
PHONE: [phone]

8053'24- E
DIFFERENC

~@@@n\V!@@

MAY 5 2005
IIIr:ft ~R - WA~'"
....,~AND~9UAUTY
v. "'lMrjAJER 8RANcH

DRAINAGE AREAS

AREA
1
2
3
4
5,
6
7
8
9
10
11
12
13
14
15
16

AREA (S.F.)
37,317
30,116
18,140
21,106
18,595
31,176
28,259
91,229
122,762
272,613
52,995
201,072
132,246
31,440
59,420
510,811

AREA (Ae.)
0.86
0.69
0.42
Oi48
0.43
0.73
0.65
2.09
2.82
6.26
1.22
4.62
3.04
0.72
1.36
11.73

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TRACT DATA:

TOTAL AREA :78.71 ACRES
TOTAL UPLANDS AREA: 41.12 ACRES
TOTAL WETLANDS AREA: 37.59 ACRES
TOTAL IMPERVIOUS SURFACE AREA: 1.97 ACRES STREET
0.02 ACRES PAVED WALK

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VICINITY SKETCH
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..

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NOTES:
A PORTION OF THIS BOUNDARY WAS
TAKEN FROM A MAP ENTITLED "FIVE
11MEStI (M.B.28, PG.72i SL.F-180.
SURVEYED BY BARDEN LANIER AND
ASSOCIATES DATED DECEMBER 10, 1991.

...

..

..

CLYDE R. SMITH & WIFE
STELlA J, SMITH
D.B. 1064, PG. 851
M.B. 14, PG. 65

..

...

LEGEND

@

...

ERT . EXISTING RAILROAD TEE
EtA . EXIsnNG CART AXLE
ERS . EXISTING RAlI.R.OAD SPIKE
EPK . EXlsnNG PI< NAIL
EtS . EXISTING IRON STAKe
ECM . EXlsnNG CONCRETE MONUMENT
VDV . VERY DENSE Vl!GETA1l0N
CA . COMMON AREA
M.H.W.L . MeAN HIGH WATER UNE
D.lU.E. . DRAINAGE UTIUTY !!ASEMENT

_ _ - - . BOUNDARY UNE

...

...

..

...

...

...

...

REVIseD DATE: DECEMBER 6,2004
OCTOBER 4, 2004
DATE: FEBRUARY 4, 2002
SCALE: 1" = 100'
CAD TECH.: F. WINBERRY
DISK: ZIP #13
FILE NAME: HOBBSGGD.DWG
WORK ORDER: 015217
FIELD BOOK: 454 PG.15

nf1\r\fl~fO)
.~

SURVIEYIN8 COMPANY
SURVEYING - PLANNING - MAPPING
239 NEW BRIDGE STREET
JACKSONVIU.E, N.C. 28540
[phone]
FAX [phone]

GRAPHIC SCALE

50 100 200

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( IN FEET )
1 ineh ... 100 ft.

100 0

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PERPmJAL 1UGHT-oF~ WAY
INGRESSlEGRESS/REGRESS
. !ASEMf:NT AS PER
D.8.402, PG.256

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RANDOLPH A. MASON & WI
KATHY B. MASON
0.8. 1138, PG. 406
M.B. 30, PG. 16

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DOUGLAS GRAY AND WIFE
UWE GRAY
O.B. 260, PG. 339
M.B. 4, PG. 24

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I., '\ r.t~' 1S9"~.. /j' ( . . I. ~ ~./ _ ":--.~/ ~ .... APPIlb!< · A 1" ~ ~ '\ "'\, ~ A ~ A - ~ ~ n (It \ .') / \ 1\ 'f". ~ " ~ K .'f~F
'::.; _-...... J------"'/ / x ) ~~^.~ 1.8HlLE
4Z'/- . _"N ;c;::,~,~) / / . ,/ -" ~ ;/':;/"'---'J> ~B B A/ A ~ A A / A 1 A ~ A A A .. 1~ ~ ( ,(',' '~l<O' ..--YT7 >, 1!/j ..
'N ., I rI ~ V.L:" <c;~ 'c . '" ~J; \/ ( V-../'~/ -:::';?;O-.., \ - l ) / ~, L-----.' / ~, y ~ Z J h j:" - /i;'? ';:.J..W ...."'_",,"ooo__;t a ~~.~SITE NORTH
~ I~ i//" M~",= ~-3' -<.17/ ~/~~ 'LL" )illl1.1I.' ( / Ai A 7'. ~ "... ~1.9B' I 2.3 -'i\~~~~~. W~~I ~@, \ \ L,t-~t-./ ~f }~u~..),? dddddd"''''''''''''' i' % ~
_~ _, ~_______ ~ -;,:,,-,~~,'J ~~ -, .;~~ ~~..- 10- '-"~^--'~~. /;~ (L__.,./ ............... \\~'\; x ~ \ \\ "u! Ira ~G ,"', ~ 'tW ~ ~ : ~ ~
~ ~ _ ~.~~) _v~...- ,/ \, \ 6.4 --...... ,; \ I "I!;j 2.1 ,&,\,J 0 0 g
_..,. _ :<. "=' ,.=-~':=:'cc=:.c:~--~ ;r/~f /...- ",.. 10.7 "t NfF x '" I ' ~ I x '. 0 "b:;,... .._..~~ ~
tli-;:~\~J?l' '5.\:(~~.;;7~~=//~J /I/'/ /' f x \ DOUG~~ci~OWIFE . 'e ~~~~~~~~~~~~~5~\'\~~~~~..."'~.,
IT Io.J 0.8. 260. PG, 339 .. \ u (tJ Lt.:)' ,: O' ~le"a:\1 OY\.-
M.B. 4, PG. 24 ~OY'N'\o..J Low I.Vwv '.) VICINITY SKETCH
NO SCALE

~~NERAL NOTES:

1.) ALL CULVERTS UNDER STREET TO BE REINFORCED CONCRETE PER
NORTH CAROUNA DEPARTMENT Of TRANSPORTATION SPEQFlCATIONS.

2.) A MINIMUM SIGHT DISTANCE OF 10' X 70' SHALL BE MAINTAINED ALONG
THE RlGHT.()F.WAY OF ALL INTERNAL INTERSECTIONS.

3.) 20 FOOT RADll AT THE RlGHT'()f.WAY lNTBSECTlONS, 30 FOOT RADll
AT THE EDGE OF PAVEMENT INTERSECTlONS.

4.) SEDIMENT CONTROL DEVICES AND STRUCTURES SHALL BE INSTAU.ED,
MAINTAINED, AND AMENDED AS NEEDED TO PROVIDE EFFECTIVE CONTROL OF
ACCELERATED SEDIMENTATION UNTIL THE CONTRIBUTING WATERSHEDS ARE
STABIUZED.

5.) ALL MATERIALS AND PRACTICES TO MEET NORTH CAROUNA DEPARTMENT
OF TRANSPORTATION STANDARDS.

6.) FOR OTHER DETAILED CONSTIWCTION INFORMA11ON, SEE PLAN .. PROFILES,
AND DETAIL SHEET.

7.) NO CONSTRUCTION SHALL BE ALLOWED IN 404 WETLANDS AREAS
EXCEPT IN PROPER PERMITTED AREAS.

8.) ROAD CONSTRucnON CONSIST OF 1.1/2 IN. TYPE 1.2 BITUMINOUS CONCRETE
SURFACE COURSE AND 6 IN. COURSE AGGREGATE BASE COURSE INSTALLED
OVER A COMPACTED ROAD SUBGAADE.

9.) THE CULVERT WILL BE CONSTRUCTED ABOVE THE 100 YEAR FLOOD ELEVATION
AND THE FORDING 8RIDGE ROAD WILL BE CONSTRUCTED AT APPROXIMATELY
4' ABOVE THE 100 YEAR FLOOD PLAIN. THE INSTAllATION OF THE CULVERT
WILL NOT INCREASE FLOODING POTENTIAL OF THE PROPERlY. THE FLOOD
UNE DOES NOT CROSS THE RQM).

@~\\~~,

~ (., 1.IJIJ"l
~f:l.."{ ~~
~j).~~~~~~~
Q'C.~~ ~ sW""". _
~ --

Ql0
(CFS)
1.72
23.46
21.48
6.08
12.52

~ GRADe
(FT./FT.)
O.SO'Ma
0.401M>>
0.301M>>
O.50lMI
0.3O'Ma

RATIONAL METHOD
Q - CIA: C. 0.25; I - 8.0; A. ACRES
10 YEAR-l HOUR STORM EVENTS
LiNG1'H Ql0 ounET
(LF.) VELDCITY
100.0' 0.87 CFS
48.0' 2.03 as
48.0' 2.02 CFS
.0.0' 1.39 CFS
40.0' 1.62 as

ITEM

AREA (A ORES)

~ IlJKM --... IA"'~ DATA

PIPE -A-
PIPE .B-
PIPE 8C"
PIPE 808
PIPE -E"

0.86
11.7
10.74
3.04
6.26

SIZE
(IN.)
18-
308
30-
18.
24.

NOTES: I
A PORTION OF'" BOUNDARY WAS TAKEN FROM A
MAP ENTITLED .FM: TIMES- (M.B.28, PG.72; SL
1=-180. SURVEYED/BY BARDEN LANIER AND
ASSOCIATES DATED DECEMBER 10,1991.
I

I

~
TOTAL MEA (~ENT A-. 8- INa.UOED) : 78.71 ACRES
MEA EASEMEt(r aAa : 8.34 ACRES
AA&A,~ -B- ~-O,19 ACRES
TAX PARCEL ID. : 762-3
N.C. PIN NUMBER: 425702957745
TAX RECORD ";"M8ER: 17772
ZONE: R..1S I
NO. OF LOTS: \39
WATER SUPPLY: ONSLOW COUNTY
SEWER SYSTE~S: PRIVATE SEPTIC
STREETS: D.O'.T. STANDARDS (PU8UC)
STREET LENGtltT: 3,830' L.F.
TOTAL RESERVED AREA: 2.23 ACRES
TOTAL COMMON AR.EA: 3.46 ACRES
SMALLEST LOT: +15,000 S.F,
i
A t\tteh vYMJ1 + I 55
GENERAL GRADING AND DRAINAGE PLAN

I

FOR: i

:::1Y~::o~~ LMS

STUMP $OUND TWSP., ONSLOW COUNTY, NC
OWNER/DE;VELOPER: DATE' FEBRUARY 4 2002
JAMES HO,BS Jr. · " ,
541 TAR ~NDING ROAD REVISED DATE: FEBRUARY 26,2002
HOllY RID~E , N.C. 28445 AUGUST 13, 2002
PHONE' <9~0) 329-1527 MARCH 8,2005 APRIL 03, 2003
. I JULY 29, 2003
~i SEPTEMBER 15, 2004
o SEPTEMBER 30, 2004
. A DECEMBER 6, 2004
.' SCAl.I=: 1- - 100'
8UIIVEVIN8 eotJW1tANY CAD TEat.: F. WINBERRY
SURVEYlNG- PlANNING - MAPPING DISK: ZIP #19
239 NEW BRIDGE STREET FILE NAME: HOBBSGGD.DWG
JACKSC)NVILLE, N.C. 28540 WORK ORDER: 015217
<=> :;:= FIELD BOOK: 454 PG. 15
. ~Effl~9
GRAPHIC SCALE

,1
~\ A \._
1\ .,.~!
~\i~ I
1'(\ ~
\"2,. \ !
~\~ \ ~N/F
\ t, ~" \ DOUG GRAY AND WIFE
\ ~ ~ \ U E GRAY
~ \ '? ~ \ D.B. ~60, PG. 339
\ ~ 1.! M.a. 4, PG. 24
!\ U) 0 I
I ~"E ~ LO'x?O' S.T. I
: \ \~t)\ I N&7053'43.E I
! \ \ rl\'\\ / I l ~.-..-..
\ l\\\ 1 ~ ~_.-......I'-'-'-./'-,...:.,.r
,\ \\ \...~"~ . . -~~
\ \ 'v' -
\" ~'\ 1i'W" , " ~
l \ \' ~ rl\...2\ -~ ~ c::
IMS (C.c.) \ \ r-::.;;r ""\--"sa10~':I"'--"
:; m::i~7 \ \ \' ~' 4PlPE -A' r 129.30' c::> '-_J
\ \ i ~ J\.10'X70' S.T. ~f.~~~~~
\ \~ h D.B.4gr~.iit'
\ \ '\ (DIMENSIONS AS NOTED)

FLOOD ZONE INFORMATION
THIS PROPERlY IS LOCATED IN FLOOD ZONE A9-a. 7'
, 8 , . C ACCORDING FLOOD INSURANCE RATE MAP
NO. 370340 0551 0 ; DATE NOV. 4, 1992.

SETBACKS:
FRONT: 25.0'
SIDE STREET: 15.a
Sme.-UNES: 8.0'
REAR: 15.0'

IIILE..BEfEBIKZ
M.B.46, PG.l35
D.B.1191, PG.248
M.B.28, PG.72

NIF
RANDOLPH A. MASON a. WIFE
KATHY B. MASON
D.B. 1138, PG. 406
M.B. 30, PG. 16

o

50

100

200

4ClO

( IN FEET )
1 inch - 100 It.
,
I
I
I

~1~~- ....,(
;1 L-1223 ~

~,

I 3.5=

(
~~4t() S
,w;;: ~
J -"r
~,.--.r-r

-

~~' -::::::-
w - _3'"
"'./
15

50.0'/60.0'
RIGHT-ofoWAY

I

5.0.....'--
Dn"CH

____. 6.0'
SHOUUlEA

6.0'
SHOULDER

ZO.O'
PAVEMENT
I
I

A _A

11\

nn..

-4

0.02

...

I
:

0.08

"
'- A
-

.~
1\'\.....

-

-'~.."--.....

01 PROPOSED ROAD (501/60' R/W)
NO SCALE

0..5' - ...-

1-1/2'1YPE J-2 BlT. PAVEMENT

/

~-- ~

6' ABC

LEGEND

111111111'

11111111

ERT . EXISTING RAILROAD TEE
ECA . EXISTING CART AXLE
ERS . EXISTING RAILROAD SPIKE
EPK . EXISTING PI< NAIL
EIS . EXISTING IRON STAKE
ECM . EXISTING CONCRETE MONUMENT

xS3.9 . SPOT ELEVATION

3

3

11

1

Jill" 11II " III
M.B-28, PG.78-~: ~ --

@)

a .. TREE ... WATER
VDV .. VERY DENse VEGETATION

DITCH DETAIL
NO SCALE

.

.

. WETLANDS AREA

.

..

x
2.3

CA . COMMON AREA
M.H.W.L. . MEAN HIGH WATER UNE
M.L.W.L... MEAN LOW WATER UNE

D.lW.E. . DRAINAGE unUTY EASEMENT

~ . DRAINAGE FLOW

o

S.T. .. SIGHT TRIANGLE

6' . RIP RAP

1W . TOP OF WALK
IE 1W II TOP OF WALK

,

glJ

25.0'

-.

2.0'

-

3.0'

6.0'

4.0'

10.0'

__ l'

~

;1-1/2" PAVEMENT

l'

l'

r;:::\;~,~~.,::.~'..., . . . '. ~~~l

~ .. CAIIC ON
COMPACTED SU8GRADE

1

1~

........-"~.~""'"

,

03

PROPOSED 6' GRAVEL WALK DETAIL

DITCH
(0-2)

NO SCALE

~

COMMON AREA (DOCK LOT ONLY)
TRACT DATA _, .

TOTAL AREA: 98,714.6 S.F. , 2.27 ACRES
AREA IN WETlANDS: 95,284.5 S.F, , 2.19 ACRES
AREA IN UP lANDS: 3,430.2 S.F. , 0.08 ACRES
WETLANDS AREA TO BE FILLED: NONE

~/

//

//

~

~

'-"-^-" ,

404 WETLANDS CAUTION
PROSPECTIVE BUYERS ARE CAUTIONED
THAT PORTIONS OF THE LOTS SHOWN ON
THIS PLAN ARE RESTRICTED IN USE BY
THE JURISDICTION OF THE UNITED STATES
ARMY CORPS OF ENGINEeRS 404
WETLANDS REGULATIONS. INDIVIDUAL
LOT REVIEWS ARE ENCOURAGED.
VERIFICATION OF LOCATION AND
RESTRICTIONS SHOULD BE MADE PRIOR
TO INDIVIDUAL LOT DEVELOPMENT.

~