20061762 Ver 1_CAMA Application_20061109

e~~
~~_
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
November 8, 2006 ~ O D' ,~ ~~
vs~T ~ _
MEMORANDUM: s ~ NCV 9 - 2006
TO: Cyndi Karoly, Supervisor wrTi~~o ~o Tc~~~ ~R'~RA~ic~;
401 Oversight & Express Permits Unit
Division of Water Quality-Surface Water Protection
FROM: Doug Huggett, Major Permits Coordinator
SUBJECT: CAMA Permit Application Review
Applicant: W. R. Brown Sr. Family, LLC / Ruffins River Landing
Project Location: off of Stone Chimney Rd. SW, adjacent to Lockwoods Folly River,
near Supply, in Brunswick County.
Proposed Project: development of a 92-lot S/D, 8-slip docking facility, associated utilities and
road, including installation of §404 wetlands and stream crossing
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by December 1, 2006. If you have any questions regarding the proposed project,
please contact Debbie Wilson 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
t-
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

.~
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: W. R. Brown Sr. Family, LLC / Ruffins River Landing
2. LOCATION OF PROJECT SITE: The project site is located off Stone Chimney Road SW, adjacent to
Lockwoods Folly River, near Supply, in Brunswick County.
Photo Index-2006: 7-6187, D 17-18, E-H 14-18, I-O 16-19 2000: 7-65, C 18, D16-18, E-G 14-19,
H-I 15-16, J 17, K-N 17-19, O 19 1995: 7-62, A-B 11-12, C-D 12, E-H 13 -14, I 14
State Plane Coordinates - X: 2222725 Y: 90544 GPS File: N091818A
Lat:33°59'47.42162"N Long: 78°15'55.05367"W
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit- 09/18/06
Was Applicant Present -Yes
5. PROCESSING PROCEDURE: Application Received -Complete on 10/09/06
Office -Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Brunswick County
Classification From LUP -Rural, Conservation
(B) AEC(s) Involved: ES, EW, PT, CW
(C) Water Dependent: Docks -Yes, Subdivision - No
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - N/A
Planned -County Sewer
(F) Type of Structures: Existing - N/A
Planned - 92-lot subdivision, 8-slip docking facility, and
associated utilities.
(G) Estimated Annual Rate of Erosion: N/A Source - N/A
7. HABITAT DESCRIPTION: [AREA]
T1RFTl(;FTI Fri r FTl n~ru~n
(A) Vegetated Wetlands -Coastal and §404 4,590 sq.ft.
0.30 acres (shaded)
§404 wetlands
(B)Non-Vegetated Wetlands -open water 768 sq. ft.
(incorporated)

(C) Other (Highground) 45 acres
(disturbed)
(D) Total Area Disturbed: 45 acres
(E) Primary Nursery Area: Yes
(F) Water Classification: SC Open: No
S. PROJECT SUMMARY: The applicant is proposing a 92-lot subdivision, 8-slip docking facility, associated
utilities, and road construction including the installation of culverts for §404 wetland and stream crossings.
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
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J~'
Ruffins River landing
Page Two
9. PROJECT DESCRIPTION:
The project site is located off Stone Chimney Road, near Supply, adjacent to the Lockwoods Folly River, in Brunswick
County. To get to the site from Wilmington take US Hwy 17 S to NC Hwy 211, turn left- onto NC Hwy 211 and travel
approximately 0.3 miles to Stone Chimney Road. Turn right onto Stone Chimney Road and travel approximately 2.1 miles
to Eden Drive SW, turn left onto Eden Drive SW, and travel approximately 0.2 miles to the beginning of the project site.
Eden Drive SW runs through the subject property, which is a 60-acre tract of land, which extends to the Lockwoods Folly
River. The property has approximately 13.63 acres of § 404 and coastal wetlands. The property is bordered to the east by
the Lockwoods Folly River with approximately 390 lineal feet of shoreline, and surrounded by vacant land to the north,
west, and south. The property is primarily undeveloped and is forested with hardwoods, conifers, and native underbrush.
The only man-made features currently on the property consist of a dirt road. The current average elevation of the property
ranges from approximately 10' to 30' above mean sea level (MSL). The high ground portion of the property has been
largely untouched with the exception of some preliminary clearing activities landward of the 75' Estuarine Shoreline Area
of Environmental Concern (AEC) which have already begun for the road construction.
There is a vast stance of coastal and §404 wetlands which border the eastern side of the property and span approximately
550' to 650' to the normal high waterline (NHW) of the Lockwoods Folly River. The coastal wetlands consist primarily of
Salt Marsh Cordgrass (Spartina altern~ora), Giant Cordgrass (Spartina Cynocoroides), Sea Lavender (Limoniznn, Spp. ),
Spike Grass (Distichlis Spicata), Bulrush (Scirpus spp.), and other species in this area include Bald Cypress (Ta.~odium
distichum). The highround vegetation primarily consist of Loblolly Pine (Pinus taeda), Water Oak (Quercus nigra), and
Red Maple (Ater rubrum).
The Brunswick County Land Use Plan classifies the upland areas of this project as Rural, Conservation. The waters of the
project site are classified as SC, HQW by the NC Division of Water Quality. The NC Division of Marine Fisheries has
designated this. area of the Lockwoods Folly River as a Primary Nursery Area, and the waters adjacent to tl~e proposed
project are closed to the harvesting of shellfish.
PROPOSED PROJECT:
The applicant is proposing to create a 92-lot single-family subdivision and related infrastructure and amenities. In addition,
the applicant is proposing to install an 8-slip docking facility and access pier. The proposed roads would result in
permanently impacting approximately 0.30 acres of §404 wetlands and approximately 126 linear feet of stream channel
which are all located outside the 75' Estuarine Shoreline AEC. The proposed stream and §404 wetland crossings would be
accomplished by the placement of reinforced concrete pipe culverts. Two (2) culverts would be placed in the stream
channel (one 24' in diameter by 50' in length, and one 36' in diameter by 52.5' in length) and then backfilled for the road
construction (see sheet W2 Area A and sheet W3 Area E for location). The applicant proposes to off-set the §404 wetland
impacts by the preservation of all remaining wetlands (approximately 12 acres) on the property. The applicant proposes to
accomplish this via a conservation easement or transfer to the North Carolina Environmental [sic] Enhancement Program.
Details of the wetland impacts and culvert placements are shown on sheets W2 - W 13.
The applicant proposes to create 92 lots for single-family dwellings, giving a density of 1.5 units per acre. No individual
units are proposed as part of the application package. As such, each individual property owner proposing to develop within
any AEC would be required to obtain their his/her own individual CAMA permit.
The applicant is proposing an 8-slip docking facility, which would be located at the eastern side of the project site adjacent
to the Lockwoods Folly River near the northeast property line. The access pier would be approximately 6' wide by
approximately 765' in total length and would be elevated at least 3' above the marsh.. The pier would originate on
highground and span approximately 550' of high marsh to the normal high water (NHW) line and would then terminate in
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
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s
Ruffin's River Landing
Page Three
a platform approximately 144' in length by 6' in width, which would run parallel to the shoreline and the established
channel of the Lockwoods Folly River. The platform would create an "L-head" configuration designed to follow the
waterward edge of the shoreline. The applicant is also proposing 8 floating docks each measuring approximately 16' in
length by 6' in width and would be parallel to the shoreline. Each floating dock would be connected to the platform by
indi~~ ideal ramps, each measuring approximately 3' wide by 12' in length. The application indicates that the floating docks
would extend into the Lockwoods Folly River approximately 16' and the water depths at the waterward side of the floating
docks would be -7.5' relative to Mean Low Water (MLW) within the area of the proposed 8 slips, which would be located
on the waterward edge of the proposed floating docks (See Sheet 1 of 2).
10. ANTICIPATED IlVIPACTS
The proposed upland development for the subdivision would not be located within the 75' Estuarine Shoreline AEC. Tl~e
proposed docking facility would incorporate approximately 768 ft.z of Estuarine Waters and Public Trust Area. The
proposed pier would shade approximately 4590 ft.z of coastal wetlands. The proposed subdivision, installation of the roads,
utilities and stormwater measures would disturb approximately 45 acres of highground and approximately 0.30 acres of §
404 wetlands. Minor increases in turbidity should be expected during construction. The proposed floating docks would
extend approximately 16' into the waterbody, which measures approximately 90 feet across on the eastern end of the
property. The proposed distance would conform to the 1/4 width rule, but may encroach into the U. S. Army Corps of
Engineers Federal Channel Setback.
Submitted by: Debra Wilson Date: November 6, 2006 Office: Wilmington
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
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RUFFIN'S RIVER LANDING
PROJECT NARRATIVE
The W.R. Brown Sr. Family LLC has proposed the development of the Ruffin's River
Landing subdivision in Brunswick County, North Carolina. The 60-acre project area is
located south of NC 211 between Stone Chimney Road and the Lockwoods Folly River.
Eden Drive SW (private road) passes through the property. The proposed project
includes 92 single family residential units, a clubhouse and pool, paved roads, utilities,
and an eight-slip boat dock on the Lockwoods Folly River. The undeveloped property is
currently occupied by a combination of upland pine-hardwood forest, wet pine flatwoods,
hardwood swamp forest, and tidal marsh. The only existing man-made features on the
tract consist of dirt roads.
The proposed dock is the only portion of the project that would be located in an AEC.
The dock walkway would cross approximately 700 feet of tidal marsh along the
Lockwoods Folly River. The walkway would lead to eight floating docks (finger piers)
in the Lockwoods Folly River. Dock construction would begin in the uplands, and
additional pilings and construction materials would be transported along the dock as it is
constructed. All pilings would be installed by hand using a high pressure hose to set the
pilings in the substrate. All decking would be installed at a height at least three feet
above the top of the existing marsh vegetation. No heavy machinery would be placed in
wetlands at any time during the dock construction process. The floating docks would
extend into the river a distance of 16 feet beyond the marsh vegetation.
Subdivision construction would involve land clearing and grading with heavy machinery
such as bulldozers, track hoes, and backhoes. Additional construction methods would
include typical residential construction methods. Initial construction would include
clearing, grading, and the installation of infrastructure (roads, curbs -and gutters, and
utilities). Individual lots would be developed as they are sold, and the clubhouse and
pool would be constructed at an unspecified later date. The total percent impervious area
would be 30 percent. Plans for the subdivision were approved by the Brunswick County
Planning Board on 28 November 2005 (see enclosure). An erosion and sedimentation
control plan (BRLTNS-2006-388) and a stormwater certification (SW8060325) have been
issued by the state. Wetlands on the property have been delineated, and the wetland
survey plat has been approved by the Corps of Engineers (Action ID 200501267).
Road crossings associated with the subdivision would permanently impact 0.30 acre of
Section 404 (Non-Coastal Wetland) wetlands and 126 linear feet of stream channel.
These impacts would result from eight wetland road crossings and two wetland/stream
road crossings (see attached table). Wetland and stream impacts were minimized by
limiting impacts to the minimum required to provide access for future residents. Stream
impacts were also minimized by incorporating retaining walls into the stream crossing
design plans. In addition, additional acreage was added to the project area to enable the
reduction of wetland impacts, while maintaining a sufficient number of lots. The two
RECEIVED
DCM WILMINGTON, NG
O C T II 9 2006

stream crossings, as well as two of the eight wetland crossings, would involve the
placement of reinforced concrete pipe culverts. Culverts would be placed in the stream
channel and backfilled for road construction. Wetlands on either side . of the culverts
would be permanently impacted as described above. Proposed mitigation to off-set
Section 404 wetland impacts includes the preservation of all remaining wetlands on the
property. This would include approximately 12 acres of undisturbed wet pine flatwoods,
small stream swamp, and tidal salt marsh wetlands. Preservation would be accomplished
via conservation easement or transfer to the North Carolina Environmental Enhancement
Program.
Summary of Section 404 Wetland/fitream imnartc

Location
Wetland Impact
Area (acres) Stream Channel
Impact
linear feet)
Purpose
Area A 0.0473 60 Road crossing with culvert
Area B 0.0355 NA Road crossing
Area C 0.0308 NA Road crossing
Area D 0.0065 NA Road crossing
Area E 0.0465 66 Road crossing with culvert
Area F 0.0462 NA Road crossing with culvert
Area G 0.0264 NA Road crossing with culvert
Area H _ 0.0203 NA Road crossing
Area J 0.0256 NA Road crossing
Area K 0.0169 NA Road crossing
Total 0.302 126
gee project arawmgs for impact locations.
Culvert Dimensions and Flevatinnc_
Culvert
Location Length
(feet Diameter
(inches) Height Above
MHW feet ~ Wetland Fill
Area (acres)
Area A 50 24 21.9 0.0473
Area E 52.5 36 11.0 0.0465
Area F 50 18 23.7 0.0462
Area G 57.5 15 22.5 0.0264
~ up ui c;uiven ac tower ena.
rro~ect area sous.
Baymeade fine sand
Baymeade and Marvin soils
Dorovan muck
Foreston loamy fine sand
Norfolk loamy fine sand
Rains fine sandy loam
RECEIVED
t~CM WILMINGTON, NC
OCT 8 9 2006

Form DCM-MP-1
APPL
ICATI
ON
~pp~~7s~
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name w. Q grocurl Sr Fa-yti ~V , ~. ~ C
Address IOl f S-}'o n e Ch;wt hey RcQ. Sln1
City _ ~ 1 / State N C
Zip a g~ Day Phone ql0 ~{ 3 - oZ36
Fax
b. Authorized Agent:
Name _R ah i -~~ In g l ~ a.
Dia~ Cvrd~[ and ~55o a e5 Z~lc,
Address ao { N . Frod~" S-f'. , sup `~"~ ~00~
City G~ ~ ~ vet ~c v~q -}-'O h State N ~
Zip a~ 4~ a- Day Phone ~°{ ID~ aS (- ~ ~Q~
Fax ~q ~~~ ~ rj ~ _ q C~' ~ q
c. Project name (if any
Qu~R-~i ~i I.. and'
NO7E: Prrndt ,wilt be ;saved ;,, nan,r oJlm~downer(s), and/o-
project name.
b. City, town, co unity or landmark
Loc Kwood Folly Towvt s~- i p
c. Street address or secondary road number
S+On e Gh'~ w~ y~ ~y (~~. Sw
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.gn. river,
creek, sound, bay) Loc{C ,ooo(S Fo//~ fCil~2r
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Sub ~ s~ n 1e
' ouS h roans +' ; -l,i~5l
and c bo acce
b. Is the proposed activity maintenance of an existing
project, new work, or both? New . cr
c. Will the project be for public, private or commercial
use? _ ~ Pr ~ ~a-f-e.
d. Give a brief description of purpose, use, methods of
construcxion and daily operations of proposed
project. If more space is needed please attach
additional pages. See pro ~ eG-~' r1a rya-~-'~ ~~~,
2. LOCATION OF PROPOSED
PROJECT
a. County B ru t1 s w i c k
r,L~ ; ~,i~~~ ";;~l~~i~;T~~`1. ~;r.

Form DCM-MP-1
4. LAND AND WATER
CIiA.~ACTESTICS
a. Size of entire tract 5 q . 4 QG ~ S
b. Size of individual lot(s) ~• 3 4 - ~ . O~o Q C t8 S
c. Approximate elevation of tract above MHW or
NWL - 0 -- 30 ~ee+ above M l~ W
d. Soit type(s) and texture(s) of tract
See p,~o,e~-~- rta~~a-I-iye
~~ /I /
e. Vegetation on tract d ~ 1 C - ~atr d wood
h
f. Man-made features now on tract Dig-{- ('OaG~s
g. What is the CAMA Land Use Plan land
classification of the site? (conttJt rlu loan! Imd utc P~.~
X Conservation Transitional
Developed Community
~_ Rural Other
h. How ~s the act zone~ by local government?
~uf•a ( ~I~CI~ 15'1
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach Zoning rnmpliance cmificate, tf apPliaabkJ
Has a professional
done for the tract?
If yes, by whom? .
archaeological assessment been
Yes X No
lc. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? ~ Yes No
Coastal (marsh) ~_ Other X
If yes, has a delineation been conducted? Ye S
(~ttadt doavnsntation, f ~k1 A cf: o n =d, ~ 005D1 a 67
m. Describe ezisiing wastewater treatment facilities.
~~
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effl t, "wash
down" and residential discharges.)
o. Describe existing drinking water supply source.
~lA
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A Dopy 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 io 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.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 112" by I1" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
P'fesse 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. (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 persomel unfamiliar with the area to the
RECEIVED
GCM VVILMINGTON, NC
JUrd 0 6 2006
Revised 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 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 o C ~ ri of fatal ~a~cnda-Fiovt
Address 1 a lei C 6
Phone a (9 - SI S - .~OoO .
Name Geralo~ and J'a~i~ >3row.1
Address ~IQ <Zu~:n Late Sanely lUC d84L~
Phone 910- `t43 -a3G I
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.
Na
• A check for 6250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) co cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet azeas.
• A statement of compliance with the N.C.
Environmental Policy 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.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
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 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.
This is the ~ ~~ day of ~, ~...s~Oph
Print Name R Q h ~ '~ TH q ~ e.
Signature c~
rte, o ,.~,~ Agnu
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
~ DCM MP-3 Upland Development
,~ DCM MP-d Structures Information
X DCM MP-5 Bridges and Culverts
DCM MP-6 Mazina Development
NOTE: Please sign and date each anachment in the
space provided at the bottom of each form.
nn^cC~:VEt7
_„
UN Q ~ ?006
~zrist~ G31~5

Form DCM-MP-4
STRUCTURES
{Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major e. Mooring buoys
Permit, Form DCM-MP-I. Be sure to complete all (1) _ Commercial -Community -Private
other sect ions 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)
(]) _ Commercial -Community X Private
(2) Number ~
(3) Length rT 6 5 ee-r (4) Width of water body
(4) Width (o ee.t (5) Distance buoy(s) to be placed beyond
(5) Finger Piers ~_ Yes No shoreline
(i) Number
(ii) Length (o eat' f. Mooring structure (boatlift, mooring pilings, etc.)
(iii) Width P~° (1) _ Commercial -Community _ Private
(6) Platform(s) Yes _~ No (2) Number
(i) Number (3) Length
(ii) Length (4) Width
(iii) Width
(7) Number of slips proposed ~ g. Other ~crv~ complcu descriprivn)
(8) Proximity of structure to ad'acent riparian
property lines oZ0 ~ee-t-
(9) Width of water bodv ~ -F ~ e-f'
(]0) Water depth at waterward end of pier at
MLW or NWL 7.5 -Feefi a-{- MLI~f
b. Boath ouse (including covered lifts)
(l) Commercial Private , ~ ~
-~'
~ ~
2
'
~
(2) Length -a v~ Ol 1 ~
(~
~ vG1
-
1 5
(3) Width Applicant or jest N

c. Groin (e.g. wood, sheetpile, etc.) signet
(I) Number (0-~ - ~ODro
(2) Length(s)
Date
d. Break water (e.g. wood, sheetpile, etc.)
(1) Length
(2) Average distance from MHW, NWL or
. wetlands RECEIVEu
(3) Maximum distance beyond MHW, NWL or DCM WII.MINGTQN, ~~
wetlands
O C T ~ 9 2006
Revised 03!95

Form DCM-MP-3
UPLAND
DEVELOPMENT
GC~~t V~Yf iLMiNG ~ G~~, ~'~~~
JUPd Q 6 2606
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings,, facilities, pnits or
structures proposed rest Nf'ial Llrlif5~
I Glubkouse_ a I o
b. Number of lots or parcels q o1
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?
~_ Yes No
If yes, date submitted r 4 a 1 06
sw o60 3a5
i. Describe proposed method of sewage disposal.
Courr}v seu~er-
c. Density (give the number of residential units and the
units per acre) ~ a U~li'f'S
~~ 5 u,nifs Per a~t-~
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 45 acr~S
e. If the proposed project will disturb more than one
acre of Iand, 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 No
If yes, date submitted roVe~a -4 f t S l06
8 u~lS-aoo6 - 8
F. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
_ sn 1 roa s w. oncnct'e.
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. j~f
Have the facilities described in Item i, above
received state or local approval? Ye S
(Attach appropriate documentation)
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).
Sur-Faoe f'urto~' uiQ Ct,~t'l'
_ ou-t-l e~ -f-o tt r-a s s e s rc~ cz l ~
1. Describe proposed drinking water supply source
. (e.g. well, community, public system, etc.)
Cvu rl+v wa~'P~Ir
m. Will water be impounded?
If yes, how many acres? _
Yes X No
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? N~
Qu~~rls IQ~vel' La~d~~g
Applicant or Project Name
Signature
5-Ito -aoo6
Date
''e;teal 03/95

Form DCM-MP-S
BRIDGES AND
CULVERTS
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
1. BRIDGES N
a. Public Private
b. Type of bridge (construction material)
c. Water body to be crossed by bridge
d. Water depth at the proposed crossing at MLW or
NWL
e. Will proposed bridge replace an existing bridge?
Yes No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a pars of, the existing bridge be
removed? (Explain)
f. Will proposed bridge replace an existing culvert(s)?
Yes No
If yes,
(1) Length of existing ailvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
',RFCElV~~~
GC(~1 ~NIL.MING?ON. NC
i~~1 0 6 2006
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
g. Length of proposed bridge
h. Width of proposed bridge
i. Height of proposed bridge above wetlands
j. Will the proposed bridge affect existing water flow?
Yes No
If yes, explain
k. Navigation clearance underneath proposed bridge
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes No
If yes, explain
m. Will the proposed bridge cross wetlands containing
• no navigable waters? Yes No
If yes, explain
n. Have you contacted the U.S. Coast Guard
concerning their approval?
Yes No
If yes, please provide record of their action.
Revised 03/95

;"~~~;EiVf=L/
GCiJI WiLwllNGT0~I,~NC
Form DCM-MP-S
2. CULVERTS
a. Water body in which culvert is to be placed
Unnamed -I-rib~ct~~r,~ o-F bak~oods Foils R~Uer'
b. Number of culverts proposed

c. T,~'Pe of culy~j (construction material, style)
KairrFo~'ce d co/~c,rPr~-e Did ~
Will proposed culvert replace an existing bridge?
Yes ~_ No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation cleazance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
e. Will proposed culvert replace an existing culvert?
Yes ) No
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the I4iHW or NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
f. Length of proposed culvert See prbjeGf nar/'~-iV°
g. Width of proposed culvert See p,ro jeC~' ytcLr'ra-}i ve
h.' Height of the top of the proposed culvert above the
IvI~IW or NWL See prn,ecf na~ra~-iye
i. Will the proposed ailvert affect existing water flow?
Yes _~ No
If yes, explain
JUN 0 6 2006
j. Will the proposed culvert affect existing navigation
potential? Yes ~_ No
If yes, explain
3. EXCAVATION AND FILI,
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL7
Yes ~_ No
If yes,
(1) Length of area to be excavated
(2) Width of azea to be excavated
(3) Depth of azea to be excavated
(4) Amount of material to be excavated in cubic
yards
b. Will the placement of the proposed bridge or culvert
require any excavation within: ~~
_ Coastal Wetlands _ SAVs _ Other Wetlands
If yes, .
(1) Length of area to be excavated
(Z) Width of azea to be excavated
(3) Amount of material to be excavated in cubic
yazds
c. Will the placement of the proposed bridge or culvert
require any highground excavation?
Yes y~ No
If yes,
(1) Length of azea to be excavated
(2) Width of area to be excavated
(~ Amount of material to be excavated in cubic
yards
d. If the placement of the bridge or culvert involves
any excavation, please complete the following: ~ f a
(1) Location of the spoil disposal area
(2) Dimensions of spoil disposal area
(3) Do you claim title to the disposal area?
Yes No
If no, attach a letter granting permission from
the owner.
Revised 03/95

Form DCM-MP-S
GCM 1NILMINGTO~l. i~JC
.JUN 0.~ 2006
(4) Will the disposal area be available for future
maintenance? Yes No
(~ Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
Yes No
If yes, give dimensions if different from (2)
above.
(6) Does the disposal area include any area below
the MHW or NWL? Yes No
If yes, give dimension if different from No. 2
above.
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 _~ No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
f. Will the placement of the proposed bridge or culvert f.
result in any fill (other than excavated material
described in Item d. above) to be placed within:
- Coastal Wetlands _ SAVs ~C Other Wetlands
If yes, .
(1) Length of area to be filled See Po C'G~' l1arP~IVe
(2) Width of area to be filled See ~o aCf' alY'afiVPg.
(3) Purpose of fill ova of Cons fccc-l-i oh
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 X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
4. GENERAL
a. Will the proposed project involve any mitigation?
_ C~ Yes No
If yes, explain in detail P~esP t'tla-~-i oh o~
8 rti1 ai v1 `i r1 O - e w e• l a~
see, rot c+- n a r`r-a -I-i J °~
b. Will the proposed project require the relocation of
any existing utility lines? Yes ~_ No
If yes, explain is detail
c. Will the proposed project require the construction of
any temporary detour structures?
' Yes _~~ No
If yes, explain in detail
d. Wil[ the proposed project require any work
channels? Yes X No
If yes, complete Form DCM-MP-2
e. How will excavated or fill material be kept on site
and erosion controlled? T eM p o,~ct r~ ~_i l -(-
-~er~ c i vt 4 a n of De r at a s-~eec~i ~~
What type of construction equipment will be used
(for example, dragline, backhoe or -hydraulic
dredge)? B ac k hoe.
Will wetlands be crossed in transporting equipment
to project site? Yes C No
If yes, explain steps that will be taken to lessen
environmental impacts.
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
Yes ) No
If yes, explain in detail
R U+f- I Vl 5 ~. ~ ve r~ L ctn ~ 1 /1 c(
~>~ ~
S--I~ 02000
Date
Revised 03/95

50.0' RIGHT OF WAY
PROPOSED
EXISTING GRADE PROPOSED GRADE
ROAD UPLAN
11 3 " 3
.~ .. ~l_il=l1~ ~I i i~I=III ill I!' Iljll III-IIj~ ICI
=1. I I=1 I I! ~ I ~ ~-1 I I ~ ~ III-_! i ~-~ I I-~ ~ ~ ~ ~-
WATERMAIN ' ~ III-i ~ '~
~! i=i I I-i I I~ ~ ~~ ~ ~ I C I=11_ ! I !1 l i=1 i t=1
~-~ I l i=; '=i ~ ~ li ~ ~S~NITARY I~€1N~~ _
AREA TO
BE FILLED
WETLANDS TO BE UNDISTURBED
CROSS SECTION OF ROAD
PROPOSED
GRADE
EXISTING
GRADE
i I I~ __-~ -_- =- - - _ ~ III I_
I
II
I~
i i-
i I
- - it~ ~ ~ ~= r- _ .-•
.
i ~ __
.r ti_ .
I ~-~ ~ - -
~ -
~f
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- - - - -,
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_ _ ~.
i i l
I I
i ~ I
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-.
- -
I-
- - I ,
- -
~ , . ~,
- _- -
I
I
I ~ ,~
~I _ _.~~~
I
I~ -
~~~_
WETLANDS
UPLANDS
PROFILE OF ROAD SCALE:1"-10~
0 10 20 30
NORRIS, KUSKE ~n,NSTAU
CONSULTING ENf Applicant: Road Crossing
31NEERS, INC.
~` 9°z ""~`~ S~E~
W R BROWN SR
F
Area B .~
M°NE°(S 0)N343? .
AMILY,
' LLC
Ruffins River Landing
9653
1.r'~
~
~
_960` 510 RUFFIN LANE SW
Supply,
North Carolina
c
ceOrkte
ng.com SUPPLY, NC 28462 PROJECT No. :05097 DATE: 3/27/06

50.0' RIGHT OF WAY
PROPOSED
GRADE
EXISTING GRADE PROPOSED UPLAN
ROAD
1~ 3
--z--- i' I I I II I I I I 1
~. .. j1 111- ~~-!III IIIII _ -
l i l! i=III--I ~ SANITARY ~SEWER-
AREA TO BE FILLED
WETLANDS TO BE UNDISTURBED
CROSS SECTION OF ROAD
PROPOSED
GRADE
EXISTING
GRADE
- I;, i
- -
i I ~ I~ i ~ '',' _
~~, I
I
_ ~ I =1 =1 = =i ~-,
- - ~ ~ -- -_
V I I I Ili I li i i I~ i i i= i i i i ~ i ~= i ~~ ~
WETLANDS
I~
_ ~~;
'.~ i `: , _
II I II 11 1.1.1-~1}, i`i~JIII~Jt7 ~ 1~;~!, _
-_., ~~~G
UPLANDS
PROFILE OF ROAD SCALE: 1" -10~
0 10 20 30
NORRIS, KUSKE &TUwSTALL Applicant: Road Crossing
CONSULTING ENa1NEERS. INC. A,~ea ~ \ A / A
l
~
902 MARKET STREET
WIUAINGTON, NC. 28401 W R BROWN SR. FAMILY,
~ LLB rl .-•
i, ~*~ r V
.~• YY
~~ ~- e n d i n g
PHONE [phone] RUFFIN LANE SW Su oiy ,, ,rh ~:roli^a
FA% [phone]
ufTlceCnkteny.c°m SUPPLY, NC 28462 ,
r'
r
~
~~~~~ DATE: 3/27/06
„
~w, I,~.

50.0' RIGHT OF WAY
PROPOSED
EXISTING GRADE PROPOSED GRADE
ROAD
~i~
~l-.a il~' VIII
-i 7}Iw>-gRiMia-
=I i~l
~P~os
3
_ _-11
~ !-I --i I !=1'
~~I- -
VIII IIIIII'-i~I~I~~I'I~iiililI y y
I I I lil-il I-ii~
~' ~ -'
.-SANITARY SEWE i~` Iii~I=,iiii-iil ..
~ ~ ~ ,~-i~~-I!-~~~
i!~=il! ili=~~~ .
AREA TO BE FILLED
WETLANDS TO BE UNDISTURBED
CROSS SECTION OF ROAD
PROPOSED
GRADE
~, i', ~~~
„ ~ _
=1 I - __ -~ - - ---
- -I i I-- -
-~ I ~!~ -:ii-
-i -
- li = -
I I -
__ __ I i --1 - - - - ~
i I I ~ _ - _ - ~ I ----- -----
- - - -- -_-
WETLANDS
PROFILE OF ROAD
NORRIS, KUSKE & TUNSTALL
CONSULTING ENGINEERS, WC.
902 AIARNET STREET
~~ WII.NINGTON, NC, 28sOt
G PHONE (910) 3s3-9657
FAX (910) 3a7-950a
ofticeOnkteng.~o,~
Applicant:
W R BROWN, SR. FAMILY, LLC
510 RUFFIN LANE SW
SUPPLY, NC 28462
EXISTING
GRADE
I
1
iii i i i i i- .'~ ~'~~ ~~ ~~~
UPLANDS
SCALE: 1" = 10'
0 t0 20 30
Road Crossing
Area D
Ruffins River Landing
Supply, North Carolina
PROJECT N0. :05097
W9
DATE: 3/27/06

~ 50.0' RIGHT OF WAY ~
PROPOSED
GRADE
- EXISTING GRADE PROPOSED
\ROAD
3 ~ 3
- - ~WATERMAIN =~ - - --_ ----_-_-0 .--- -
i_---_--------- ------- '
~_---_- -----_ _=_SANITARY SEWER= =_,i `
i
PROPOSED / AREA TO BE FILLED
CULVERT ~ WETLANDS TO BE UNDISTURB
ED
CROSS SECTION OF ROAD
PROPOSED
PROPOSED 18° ;' GRADE
RCP CULVERT
20~ (4") TO BE ~~ ~ EXISTING
BELOW GRADE -~, ~ ~ GRADE
(
\~ r
I
~- - -_-_--_ - __-- __ ----~-_ -- =, I
~;; - ~,i~
it ~I - - - - _ ~ _ _ _ _ 'i i ~ ~ ~ ! i , I' _
/, ~jj~~ll
WETLANDS ,' f
WETLANDS
AREA TO BE
FILLED
NORRIS, KUSKE ~ TUNSTALL
CONBULTINO EN(31NEERS. INC.
^ 902 uMK[' STREET
WI,y1N(.iON, N_, 2B~Ot
a.gnE (9t0i ]~]-965]
fAt (91Ci ]~J-960
ONK~Onr1~nQ.COm
PROFILE OF ROAD
Applicant:
W R BROWN, SR. FAMILY, LLC
510 RUFFIN LANE SW
SUPPLY, NC 28462
-UPLANDS
RECEIVED
DCM WILMINGTON,
OCT II 9 2066
SCALE:. 1 " = 10'
0 10 20 30
Road Crossing
Area F
Ruffins River Landing
Supply, North Carolina
PROJECT N0. :05097
W11
DATE: 3/27/06

50.0' RIGHT OF WAY
PROPOSED
EXISTING GRADE PROPOSED GRADE
ROAD 3
1 -I 1= !- ~ - / - -~1
_ ~_.- - - - - -_ 1 = i -- --_-"_-_-~ _
_ C = __ _WATIERMAIN -f ~_ ~_~ ~_ _ I ,- -- - I_
_~-_ -=-~ -- - - _ --~- I --_ - -
-I -_ _ -=SANITARY ~ SEWER -
PROPOSED T
AREA TO BE FILLED
CULVERT WETLANDS TO BE UNDISTURBED
CROSS SECTION OF ROAD
PROPOSED 15"
RCP CULVERT
20~ (3") TO BE
BELOW GRADE
PROPOSED
GRADE
~ EXISTING
~ ~' GRADE
i ~
.- ~~'lll; ~ _ - -~_ _
~l , - _
;I = -- -
l i ' 'III ~°'--~ -
-1 ij'i_- - - -/
II! iili! !~
i
WETLANDS ~
WETLANDS J
AREA TO BE
FILLED
11. I . _
I,~ ~'~~-
_ I~~ ~~~
~!i j
_ ;!,I
III`II !li~~~i-
UPLANDS
RECE{VED
- DCM WILMINGTON,
OCT ~ 9 2006
PROFILE OF ROAD SCALE: 1" -10~
0 10 20 30
NORRIB. KUBKE gTUNBTALL
coNauuTwa EN(31 Applicant: Road Crossing
NEERa. wc.
~. 902 uMUET SiRE£T
""
"
T
W R BROWN SR. FAMILY
LLC Area G

`"~
C
0"' "~' 2°'°'
~c ("ol us-9esJ
ru (919) JaJ-9°oa ,

510 RUFFIN LANE SW
Ruffins

Supply,
River Landin
9
North Carolina
°~~"'°~"'"°~`°"' SUPPLY, NC 28462 PROJECT N0. :05097 DATE: 3/27/06

50.0' RIGHT OF WAY
PROPOSED
GRADE
EXISTING GRADE PROPOSED
ROAD
3 ~~ ~ 3
1~ ~ _ __ ~1
t ~ ~ iii ~'~~~ I~i!i i - --____--_
J_ _ _
_UTI LIT( ES ~ I ~ ~ I _ _ O
I WATERMAIN OR Iii I ! i "- _ _
SANITARY( (SEWER I I '~, . I ! ~ - - - I, . .
AREA TO BE FILLED
UJETLANDS TO BE UNDISTURBED ~~
CROSS SECTION OF ROAD
RECEIVED
DCM WILMINGTON, N
OCT 99 2006
SCALE: 1 " = 10'
0 t0 20 30
NOHP18. KUBKE 8,TUN8TALL Applicant: ROOd Crossing
CONBUITINd eIVO1NEEH9. N0. W 13
/- °o~ ~~ STREET W R BROWN, SR. FAMILY, LLC ArCa H, .~, K
^ vnuuNCTnN, ac. ~ew~ Ruffins River Landing
WANE (910) ]a]-°es] 510 RUFFlN LANE SW Supply, North Carolina
r~z (°TOt ]~]-°'°~ SUPPLY, NC 28462 GATE: 3 27 06
«I~..~.T«,,.~„ PROJECT N0. :05097 ~ ~

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