20130016 Ver 1_CAMA Application_20130108

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RCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, III
Governor Director Secretary
January 7, 2013
MEMORANDUM:
TO: Karen Higgins
401 Oversight
Division of Water Quality- Surface Water Protection
FROM: Doug Huggett, NC DENR -DCM Major Permits Co
400 Commerce Ave., Morehead City, NC 28557 (Courier 11- 12 -09)
SUBJECT: CAMA / Dredge & Fill Major Permit Application Review
Applicant: NCWRC c/o Mark Hamlett
Project Location: 2000 Bricklanding Rd., adjacent to the AIWW, near the town of Shallotte, Brunswick Co.
Proposed Project: construction of a public boating access area with parking, a stormwater collection
system, boat ramp, and floating dock
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Doucr HuQ4ett at the address above by January 30, 2013. If you have
any questions regarding the proposed project, contact Holley Snider at (910) 796 -7215,
when appropriate, in -depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
SIGNED
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.
DATE
127 Cardinal Drive Fad., Wilmington, NC 28405
Phone: [phone] \ FAX: 910 - 395 -3964 Internet: www.nccoastalmanaoement.net
An Equal Opportunity \ Affirmative Acton Employer
OUR
JAN 8 2013
Noe Carolina
Naturally

1.. _ _.
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I. APPLICANTS NAME: North Carolina Wildlife Resource Commission- Bricklanding Road Boating Access Area
2. LOCATION OF PROJECT SITE: The property is located at 2000 Bricklanding Road, adjacent to the Atlantic Intracoastal
Waterway, near the town of Shallotte, in Brunswick County.
Photo Index - 2006: 2 -6199, G(16) 2000: 2 -23, Q- 11(9 -30) 1995: 2 -24, R(15)
State Plane Coordinates - X: 665676 Y: 17365 GPS File: 120613A
Lat:33 °54'17.964 "N Long: 78 023'37.639 "W
3. INVESTIGATION TYPE: CAMA/DREDGE & FILL
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 8/9/12,12/6/12
Was Applicant Present — No
S. PROCESSING PROCEDURE: Application Received — Complete on 11/26/12
Office — Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Brunswick County
Classification From LUP —Transitional
(B) AEC(s) Involved: EW, ES, PT, CW
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing —None
Planned -None
(F) Type of Structures: Existing — None
Planned — parking area, storm water collection system, boat ramp and floating dock
(G) Estimated Annual Rate of Erosion: N/A Source — N/A
7. HABITAT DESCRIPTION: [AREA]
nRrnr_cn Cu I en nT�rn
(A) Vegetated Wetlands — Coastal
2,873 sq. ft.
2,873 sq. ft.
1,500 sq. ft.
(planted)
(B) Non - Vegetated Wetlands - open water
3,200 sq. ft.
127 sq. ft.
880 sq. ft.
(incorporated)
(C) Other - Highground
-
72,310 sq. ft.
(disturbed)
(D) Total Area Disturbed: 1.66 acres
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Yes
S. PROJECT SUMMARY: The applicant is proposing to construct a public boating access area including a parking area, storm
water collection system, boat ramp and floating dock.

NCWRC- Bricklanding Boating Access Area
Page 2
9. PROJECT DESCRIPTION:
The project site is located at 2000 Bricklanding Road, adjacent to the Atlantic Intracoastal Waterway (AIWW), near the town
of Shallotte, in Brunswick County. To find the property from Shallotte, travel south on NC Highway 179 approximately 4
miles to Bricklanding Road SW. Turn left onto Bricklanding Road SW and travel approximately 1.4 miles to the street end of
Bricklanding Road. The property will be located on the left hand side, at the corner of Bricklanding and Devane Road. The
project site consists of two parcels, one approximately 95,639 square feet parcel and a parcel comprised of the abandoned
street end of Bricklanding Road, which is approximately 15,840 square feet. The combined subject property is
approximately 2.56 acres with approximately 315 feet of shoreline frontage on the AIWW. The elevation of the property
varies from approximately 0-5' above normal high water (NHW). The majority of the shoreline of the property is stabilized
with vegetation, the eastern most 100 feet of shoreline has been stabilized with rip rap. The highground of subject property
is currently vacant with vegetation consisting of lawn grasses, shrubs, and a few palm trees on the highground. There are
coastal wetland plant species located on the site adjacent to the AIWW, which consist of Salt Meadow Grass (Spartina
patens), Glasswort (Salicornia spp.), Spike Grass (Distichlis spicata), Sea Lavender (Limonium, spp.) and Smooth Cordgrass
(Spartina altemiflora). The coastal wetlands on the project site range in width from approximately 20 -50 feet in width from
the edge of the highground. The applicant has provided documentation that NC DOT has abandoned the right of way at the
street end of Bricklanding Road. However, remaining in the right -of -way are power poles, utility boxes, a pump station and
underground utilities. The utilities along the right -of -way have been directionally bored and extend underground across the
waterway and supply utilities to the Town of Ocean Isle Beach. The subject property and additional highground properties
were authorized for development of the Atlantic Ocean Waterfront Resort by state Permit # 08 -09. State Permit # 08 -09
was issued to Coast to Coast Real Estate Development Inc. on January 9, 2009 authorizing the development of 15 campsites
with water and sewer, a single lane community boat ramp, boat launch assist pier, and a pier with a gazebo /crabbing dock.
The Brunswick County Land Use Plan classifies the upland areas of this project as transitional. The waters of the project site
are classified as SA by the NC Division of Water Quality. These waters are NOT designated as Primary Nursery Area (PNA) by
the NC Division of Marine Fisheries and they are OPEN to the harvest of shellfish.
PROPOSED PROJECT:
The applicant is proposing to construct a public boating access area including a parking area, storm water collection system,
boat ramp and floating dock. The proposed upland development associated with the boating access area would include
paved parking area, providing standard and ADA "vehicle with trailer" parking spaces, storm water treatment system, and a
concrete maneuvering area with turnaround (see Sheet SD -3.0). With the exception of the stormwater collection system,
concrete approach and turnaround, all development proposed is would be located outside of the 75 foot Estuarine
Shoreline AEC. The proposed boating access area would require the southern and eastern portions of the site be disturbed
and graded for construction. As proposed, the boat ramp would consist of two (2) 15 feet wide concrete ramps with an
approach measuring approximately 38 feet wide and 55 feet long. The proposed boat ramp would be oriented along the
south western portion of the property. The proposed boat ramp would be located approximately 25 feet from the
property line adjacent of Bricklanding Road. The location of the proposed boat ramp is consistent with the previously
permitted single land ramp authorized by State Permit #08 -09. According to the application, the proposed new boat ramp
would have a footprint measuring approximately 45 feet wide (including retaining walls /breakwaters) by 110 feet long from
the existing NHW boundary along the shoreline. The boat ramp would extend landward of the NHW boundary
approximately 55 feet to achieve the adequate slope for launching vessels. The applicant is also proposing to excavate an
access channel measuring approximately 64 feet in width by 50 feet in length and would be excavated to meet the -6 foot
water depth contour at NLW. According to the applicant, approximately 350 cubic yards of material would be removed
from below NHW for the access channel. The applicant is also proposing to excavate approximately 472 cubic yards of
material to achieve adequate grade and slope for the proposed ramp. (see Sheet SD-6.0 and SD -6.1) The applicant has
stated that the proposed construction methodology would be to construct the water dependant structures first,
temporarily store the excavated material on -site in a designated spoil disposal area that measures approximately 50 feet
wide by 50 feet long for dewatering. The material would then be transported to the Brunswick County landfill. The
applicant has stated that the maximum depth at the end of the proposed ramp would be -6 feet at NLW. Sub grade
construction materials would consist of 1 foot of Class B rip rap and 6 inches of washed stone would be used to prevent
erosion, provide a foundation and prevent future movement of the ramp. The boat ramp would consist of an 8 -inch
concrete slab. The applicant has not stated the construction method for the installation of the concrete slab. The proposed
boat ramp would be stabilized with two (2) vinyl retaining walls /breakwaters. The proposed retaining walls /breakwaters
would extend from the highground, slope with the ramp and provide stabilization for the ramp and approach. The
proposed retaining walls /breakwaters on either side of the boat ramp would measure approximately 155 feet in length of
which approximately 100 feet would be located below the existing NHW boundary. The portions of the wall /breakwater
located above NHW would be constructed as retaining walls, providing shoreline stabilization and erosion control.' The

NCWRC- Bricklanding Boating Access Area
Page 3
portions of the wall located below the proposed NHW boundary would be constructed with 2 -inch gaps every 2 feet above
the mud line. As proposed the ground -out floating dock, separating the ramps, would measure approximately 8 feet wide
by 89 feet long as measured from the proposed NHW` boundary and would extend approximately 25 feet water ward of the
edge of wetlands.
10. ANTICIPATED IMPACTS
As proposed, the parking area, turn around and boat ramp approach would be located landward of the 30 -foot Coastal
Shoreline Buffer (see Sheet SD3.0). The application states that approximately 1.66 acres will be graded or disturbed and
result in a total of approximately 34,474 square feet of impervious surface coverage for the entire tract of which,
approximately 1,140 square feet will be located within the 75 foot Estuarine Shoreline AEC. A portion of the boat ramp and
approach, as proposed, would be located within the 75 foot Estuarine Shoreline AEC resulting in approximately 900 square
feet of impervious surface. The applicant is also proposing to construct a storm water wetland located within the 75 foot
Estuarine Shoreline AEC. The ground -out floating dock would incorporate approximately 880 sq. ft. of Estuarine Waters and
Pubic Trust Area. As proposed, the access channel would impact approximately 3,200 square feet of shallow bottom habitat
and would result in 350 cubic yards of material to be removed from below NHW. The applicant is also proposing to
excavate approximately 472 cubic yards of material in the location of the proposed ramps to achieve adequate grade and
slope for the proposed ramp. (see Sheet SD -6.0 and SD -6.1) The proposed boat ramp would impact approximately 3000
square feet of shallow bottom habitat and Estaurine Waters. Of the 3000 square feet, approximately 2,873 square feet of
Coastal Wetlands located below NHW would be excavated and then filled and approximately 127 square feet of open water
would be filled. The breakwater /retaining walls would fill approximately 200 square feet of shallow bottom and Estuarine
Waters. The proposed ground -out floating would extend approximately 25 feet into the water body, which measures
approximately 400 feet across. This distance would conform with the 1/4 width rule and the adjacent pier head alignment
and would not encroach into the U.S. Army Corps of Engineers 80 -foot setback from the AIWW (see Sheet SD2.0). The
proposed structures would not encroach into the 15 foot adjacent riparian corridor setback. Minor increases in turbidity
can be expected during construction. The applicant has stated that an area, measuring approximately 10 feet in width and
150 feet in length, would be planted water ward of the existing coastal wetland vegetation with native wetland vegetation
in order to offset the proposed wetland impacts. The applicant has not stated which species of vegetation would be
planted.
Submitted by: Holley Snider Date: January 2, 1013 Office: Wilmington

Proiect Narrative
Project Information: Date: 11 /16/2012
Bricklanding Road Boating Access Area
Brunswick County
Engineer:
Mark Hamlett, PE
North Carolina Wildlife Resources Commission
1720 Mail Service Center
Raleigh, NC 27699
Project Summary:
The Bricklanding Road Boating Access Area project it located southeast of the
intersection of Bricklanding Road and Devane Road in Brunswick County, NC. The
current property is grassed, with a portion of a pump station located in the northwest
corner. Also existing on site is rip rap shoreline stabilization and several overhead
electric lines.
The previous owner obtained a CAMA Major Permit (8 -09) to install a single lane boat
ramp on the site. The North Carolina Wildlife Resources Commission purchased the
property, and did not transfer the permit as it involved numerous land owners. Due to
this, a new CAMA Major Permit is required.
The project property is adjacent to SA;HQW waters and will include a stormwater
wetland to meet DWQ stormwater requirements.
Construction Scope:
The Bricklanding Road project will construct a new public boating access area to be
operated and maintained by the N.C. Wildlife Resources Commission. The project will
begin with the installation of erosion control measures, as shown on the approved Erosion
Control Plans. These measures include silt fence, slit fence outlets, temporary
construction entrance, and a skimmer sediment trap. Once these measures are installed,
the site demolition will begin, which includes the removal of existing utilities and some
areas of existing asphalt. After demolition, the water dependent structures will be
constructed, which includes two concrete launch ramps, a floating dock, vinyl sheet pile
breakwaters, and minor dredging. When the water dependent structures are nearing
completion, the site work construction will begin. The site work includes grading,
concrete curb and gutter, storm drainage, and an asphalt parking area. Other site work
will include the skimmer sediment basin being converted to a stormwater wetland to
runoff and meet DWQ requirements.

Project Justification:
This project involves the disturbance of existing Coastal Wetlands. As described below,
the previous permit allowed some wetland disturbance, but this project increases the
disturbance by 1,453 sf. This increase is justified by the high demand for public boating
access in this part of the state. The closest WRC access area is located at Ocean Isle
Beach and has parking for 58 trailered vehicles. That site is full for much of the year and
additional access and parking is needed to meet the public demand. This site will provide
an additional 25 parking spaces and two launch ramps, which will be a huge public
benefit for the area. The original permit provided a single lane ramp, but a double ramp
is much more efficient and will allow users to launch and retrieve their boats much faster.
Impervious Surface:
The total property owned by the Wildlife Resources Commission is 95,639 sf (2.19
acres). The pre - development impervious surface on the property is 6,378 sf (6.67 %).
The post - development impervious surface on the property is 34,474 sf (36.0 %).
The total project area consists of both the property purchased by the Wildlife Resources
Commission, and also the end of the DOT right of way for Bricklanding Road. The total
project area, including the right of way is 105,907 sf. The pre - development impervious
surface for the total project area is 8,446 sf (7.97 %). The total post- development
impervious for the total project area is 36,287 sf (34.26 %).
Dredging:
Dredging is required for this project. And area from the ramp and in front of the courtesy
dock will be dredged to tie to the existing depth of -6. This dredging will be done bucket
to barge and will remove approximately 350 cubic yards of material.
Existing Stormwater Conditions:
The existing site has no stormwater controls. However, there is currently very little
impervious surface on the site. Due to this, and the sandy soils present on the site, the
majority of runoff is infiltrated, with the remainder sheet flowing to the marsh and sound.
Proposed Stormwater Conditions:
The proposed project drains to a stormwater wetland. The wetland has an outlet structure
what was designed to pass the 10 -year storm. The water flowing through the outlet
passes to a level spreader and filter strip, which provides secondary treatment.
5

Ramps/Docks:
The proposed project includes the construction of two, 15' wide, concrete launch ramps.
An 8' floating dock will be installed between the ramps. Vinyl sheet pile breakwaters are
to be installed on the outside of the ramps /dock.
Wetlands:
The CAMA/Coastal Wetlands were delineated by WRC staff and are to be field verified
by DCM. The previously approved CAMA Major Permit (8 -09) allowed a single lane
launch ramp. The footprint of that ramp has been shown on sheet SD -0.1 and would
impact approximately 1,420 sf of coastal wetlands. The previously permitted ramp does
not meet WRC standards and a larger ramp footprint is being requested. This new
footprint would impact an additional 1,453 sf of coastal wetlands.
The disturbance of coastal wetlands is being minimized to the greatest extent possible. In
addition, this disturbance is being requested due to the need for more water access and
the overall public benefit that would be provided by this boating access area.
A total of 2,873 sf of wetlands is being disturbed with this project. An equivalent amount
of new wetland grasses are being planted along the shoreline to mitigate this disturbance.
These new plantings will be Spartina Alterniflora grass plugs, planted at 24" on center.

Y!1
FUU181ftr
INK IM1090811 ft
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name
North Carolina Wildlife Resources Commission
Project Name (if applicable)
Bricklanding Road Boating Access Area
Applicant 1: First Name
Division of Engineering Services
MI
Last Name
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
1720 Mail Service Center
PO Box
City
Raleigh
State
NC
ZIP
27699
Country
Phone No.
919 - 707 -0150 ext.
FAX No.
919 - 707 -0162
Street Address ff different from above)
City
State
ZIP
Email
2. AgentContractor Information
Business Name
North Carolina Wildlife Resources Commission
Agent/ Contractor 1: First Name
MI
Last Name
Mark
A
Hamlett
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
1720 Mail Service Center
Raleigh
NC
ZIP
Phone No. 1
Phone No. 2
27699
919 - 707 - 0155 ext.
- - ext.
FAX No.
Contractor #
919 707 0162
Street Address (d different from above)
City
State
ZIP
Email
mark.hamlett @ncwiidlife.org
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Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Brunswick
2000 Bricldanding Road
1143
Subdivision Name
City
State
Zip
n/a
Shallofte
NC
28470-
Phone No.
Lot No.(s) (if many, attach additional page with list)
n/a - - ext.
n/a, 1 I
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Lumber
Shallofte SoundlIntracoastal Waterway
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Shallofte Soundlintracoastal Waterway
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
Was []No
work falls within.
Brunswick County
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sci t.)
315 ft.
property = 95,639 sf right of way = 15,840 sf
total project area = 111,479 ac.
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water leveo
2.19 ac., I ,
(If many lot sizes, please attach additional page with a list)
5' ®NHW or ❑NWL
e. Vegetation on tract
The majority of the existing site has grass cover, with coastal wetlands adjacent the shoreline.
f. Man -made features and uses now on tract
The property is currently vacant. There is a Brunwick County pump station located within the DOT right of way near the
northwest comer of the project area.
g. Identify and describe the existing land uses ad'acen to the proposed project site. /� /' GL�/
vO
Adjacent land uses include residential property. . ✓
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
Brunswick County - NC
(Attach zoning compliance certificate, if applicable)
❑Yes ❑No ®NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
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Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes []No
(ii) Are there coastal wetlands on the site? ®Yes []No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes []No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
None.
o. Describe existing drinking water supply source.
None.
p. Describe existing stone water management or treatment systems.
The existing site has no stormwater management. There are no existing BMP's.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ®PublielGovemment
❑Private /Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
This project is the new construction of a Wildlife Resources Commission boating access area. Construction will include two
launch ramps, a parking area, and will be open to the public 24 hours a day.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Construction equipment will include (but not limited to) excavators, backhoes, bull dozers, motor graders and dump trucks.
The marine construction will include a barge and trackhoe. All equipment will be stored on the the project property.
d. List all development activities you propose.
Construction will include two launch ramps, a floating dock, driveways, manuevering area, boat trailer /single car parking, and
dredging.
e. Are the proposed activities maintenance of an existing project, new work, or both? New
f. What is the approximate total disturbed land area resulting from the proposed project? 1.7 ❑Sq.R or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ❑No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Currently, storm water sheet flows into the sound. The proposed development will not add any point discharge and will
continue difuselsheet flow into the sound. Storm water treatment will be accomplished through pervious concrete, a storm
water wetland, and a vegitated filter strip.
I. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ❑NA
j. Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal.
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Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additionallnformadon
in addition to this completed application form, (MP -1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross - sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. 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.
Name Norma Powell Phone No.
Address 1875 W M & Odell Gurganus Ln SW Shallote, NC 28470
Name David James Batten Jr. Phone No.
Address 2816 -2E Stantonsburg Rod. Greenville, NC 27858
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
CAMA Major (8-09)
h. Signed consultant or agent authorization forth, if applicable.
1. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1 -10),1 necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Cer0cation 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 the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow -up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date j i/ 1 0 2 0- i z Print Name M A t, I` u A ," tLcTC-"
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
®DCM MP -3 Upland Development
®DCM MP-4 Structures Information
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Form DCM MP -2
EXCAVATION and FILL
(Except for 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. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet
1. EXCAVATION ❑This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. Sand
350 cy (dredging - tie bottom of ramp to existing -6.0 contour)
472 cy (under ramp)
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
®CW 2.873 sf ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
n/a
d. High -ground excavation in cubic yards.
800 cy
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
On site and Brunswick County Land Fill
c. (i) Do you claim title to disposal area?
❑Yes ❑No ®NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of disposal in these areas:
Tempory on site spoil area - 50'x50' area with silt fence
d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
(ii) If yes, where?
Brunswick County Land Fill
f. (i) Does the disposal include any area in the water?
❑Yes ❑No ®NA
(ii) If yes, how much water area is affected?
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Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL )
stabilization
Length
514
134'
Width
64.3'
38"
Avg. Existing
-3.5'
-1.5'
NA
NA
Depth
Final Project
-6.0'
-6.0'
NA
NA
Depth
1. EXCAVATION ❑This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. Sand
350 cy (dredging - tie bottom of ramp to existing -6.0 contour)
472 cy (under ramp)
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
®CW 2.873 sf ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
n/a
d. High -ground excavation in cubic yards.
800 cy
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
On site and Brunswick County Land Fill
c. (i) Do you claim title to disposal area?
❑Yes ❑No ®NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of disposal in these areas:
Tempory on site spoil area - 50'x50' area with silt fence
d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
(ii) If yes, where?
Brunswick County Land Fill
f. (i) Does the disposal include any area in the water?
❑Yes ❑No ®NA
(ii) If yes, how much water area is affected?
252 - 808.2808 :. 1- 888.4RCOAST :: www.nccoastatmanagement.net ,revised: 12126106

Form DCM MP -2 (Excavation and Fill, Page 2 of 3)
3. SHORELINE STABILIZATION ®This section not applicable
(If development is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization: o. Lengm:
❑Bulkhead ❑ Riprap ❑Breakwater /Sill ❑Other Width:
c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater /Sill Other
i. Source of fill material.
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ❑No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
4. OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization)
a (i) Will fill material be brouaht to the site? ®Yes ❑No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water 42 cy
(iii) Dimensions of fill area approx. 42'x 38' (from new NLW
to end of ramp)
(iv) Purpose of fill
Construction of Ramps
Class B Rip Rap - 59.1 cy
Washed Stone - 29.5 cy
Concrete - 39.5 cy
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
a temporary spoil area with a double row of sift fence will be used
c. (i) Will navigational aids be required as a result of the project?
❑Yes DjNo ❑NA
(ii) If yes, explain what type and how they will be implemented.
submergea aquatic vegetation taf+v), sneu ooaom toad, ur
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
®CW 2.873 ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of the fill in these areas:
Fill necessary for ramp construction
b. What type of construction equipment will be used (e.g., dragline,
badkhoe, or hydraulic dredge)?
trackhoe, backhoe, dozer, motorgrader, compactor, dump truck,
barge
d. (i) Will wetlands be crossed in transporting equipment to project
site? []Yes ®No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
November 16, 2012 Project Name
Date
Bdeldanding Road Boating Access Area
Mark Hamlett, PE
Applicant Name
252-808-2808:'. 114884RCOAST n www- nccoastalmanaaement.net revised: 12126106

Form DCM MP -2- (Excavation and Fill, Page 3 of 3)
lgwk Apphc6t Signature
252 - 808.2808 :: 1- 888.4RCOAST :: www nccoastalmanaaement.net I revised: 12126106

Form DCM MP -3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
Asphalt parking lots, driveways, stormwater wetland
c. Density (give the number of residential units and the units per
acre).
n/a
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.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ®No ❑NA
(ii) If yes, list the date submitted: will be submitted and permit
obtained prior to beginning work
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
16.5%
i. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
34.2%
j. Describe proposed method of sewage disposal.
none
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industriall
commercial effluent, "wash down" and residential discharges).
Stormwater will be treated in a wetland. Excess water will
flow through a filter strip and into waters of the state.
b. Number of lots or parcels.
2 lots and a portion of an abandoned DOT right of way
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
1.68 acres total disturbed area
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
asphalt, concrete
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes []No ❑NA
(ii) If yes, list the date submitted: submitted at same time as
CAMA Major Application
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes ®No ❑NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stonmwater
design?
[]Yes ®No ❑NA
If yes, attach appropriate documentation.
252 - 808.28082 :: 1- 888.4RCOAST :: www.nccoastalmananement.net reylsed: 12/26106

Form DCM MP -3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
none
o. When was the lot(s) platted and recorded?
December 9, 2011
November 16, 2012
Date
Bricklanding Road Boating Access Area
Project Name
Mark Hamlett, PE
Applicant Name
Applicant Signature
n. (i) Will water be impounded? ❑Yes ®No ❑NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
Oyes ❑No ®NA
252. 808.2808 :: 1- 888.4RCOAST r: www nccoastalmanauement.net revised: 12/26108

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITYAMAR/NA CHARACTERISTICS
a. (i) Is the docking facility /marina:
❑Commercial OPublicJGovemment ❑Private/Community
0This section not applicable
b. (1) Will the facility be open to the general public?
®Yes ❑No
c. (1) Dock(s) and/or pier(s)
d. (i) Are Finger Piers included? ❑Yes ®No
(ii) Number 1
If yes:
(iii) Length 100'
(ii) Number
(iv) Width 8'
(iii) Length
(v) Floating ®Yes []No
Qv) Width
(v) Floating []Yes []No
e. (i) Are Platforms included? []Yes ®No
f. (i) Are Boatlifts included? []Yes ®No
If yes:
If yes:
(ii) Number
(ii) Number
(iii) Length
(ii) Length
(iv) Width
(iv) Width
(v) Floating []Yes []No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
h. Check all the types of services to be provided.
none
❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing
maintenance service
❑ Dockage, fuel, and marine supplies
none
❑ Dockage ('beet slipsl only, number of slips:
❑ Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 2
❑ Other, please describe:
I. Check the proposed type of siting: j. Describe the typical boats to be served (e.g., open runabout,
❑ Land cut and access channel charter boats, sail boats, mixed types).
®open water, dredging for basin and/or channel recreational boaters/fishermen - any boats that may be
[]Open water, no dredging required transported by a trailer
❑Other, please describe:
k. Typical boat length: 22' I. (1) Will the facility be open to the general public?
®Yes []No
m. () Will the facility have tie pilings?
[]Yes ®No RECEIVED
DCM WILMINGTON, NC
(I!)Ifyesnumberoftiepilings?
S E P 2 7 2012
252 - 808 -2808 :: 1- 888.4RCOAST :: www,nccoastalmanagement.net , revised: 12127/06

Form DCM MP-4 (Structures, Page 2 of 4)
2. DOCKING FACIUMMARINA OPERATIONS 19 This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number. ; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of'Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and 'No Wake" signs proposed.
1. Give the location of fuel- handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live- aboard dockage?
k. Describe design measures that promote boat basin flushing?
1. If this project is an expansion of an existing marina, what types of services are currently provided?
Ht=UEIVED
m. Is the marina/docking facility proposed within a primary or secondary nursery area? DCM WILMINGTON, NC
❑Yes ❑No S E P 2 7 2012
252 - 808.2808 :: 1- 488.4RCOAST :: www.nccoastalmananement.net I revised: 12/27/06

Form DCM MP-4 (Structures, Page 3 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ❑No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ❑No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
13. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑PublicJGovemment ❑Private/Community,
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
14. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP -2, Excavation and Fill.) ❑This section not applicable
a. (i) Number 2
(ii) Length 100'
(iii) Width 1'
15. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable I
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
b. Average distance from NHW, NWL, or wetlands
& MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial ❑Public/Govemment ❑Private /Community
c• Distance to be placed beyond shoreline
Note. This should be measured from marsh edge, d present
e. Arc of the swing
7. GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
RECEIVED
DCM WILMINGTON, NC
S E P 2 7 2012
252 -808 -2808 ::1- 888.4RC0AST :: www.nccoastatmanaoement.net revised: 12127/06

Form DCM MP-4 (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
60' Floating dock is 330' west of adjacent pier.
Note: For buoy or mooring piling, use anc of swing including length
of vessel.
c. Width of water body
400'
e. (i) Will navigational aids be required as a result of the project?
[]Yes ®No []NA
(ii) If yes, explain what type and how they will be implemented.
d. Water depth at waterward end of structure at NLW or NWL
-6.0
18. OTHER ® This section not applicable
a. Give complete description:
September 21, 2012
Data
Bdcklanding Road Boating Access Area
Project Name
Mark Hamlett, PE
Applicant Name
to
Applicant Signature
RECEIVED
DCM WILMINGTON, NC
S E P 2 7 2012
252 -808 -2808 :: 1- 888- 4RCOAST :: www.nccoastatmanauement.net I revised: 12/27106

ORIGINAL SUBMITTAL: SEPTEMBER 21, 2012
REVISED: NOVEMBER 16, 2012
NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING SERVICES
1720 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699 -1720
(919) 707 -0150 FAX: [phone]
PROJECT
BRICKLANDING ROAD BOATING ACCESS AREA
SHEETINDEX
SD-0.0 PROJECT DATA
SD-0.1 PREVIOUS PERMIT
PLAT
SD -1.0 EXISTING CONDITIONS AND DEMOLITION PLAN
SD -2.0 SITE PLAN
2000 BRICKLANDING ROAD
SHALLOTTE, NC 28470
SHALLOTTE SOUND - ICW
BRUNSWICK COUNTY. NC
PERMIT DRAWINGS
NOT RELEASED FOR CONSTRUCTION
NOTE
Elevations For All Sheets are based on NLW = 0.0'
Points raised 3.5' from NAVD 88 to make NLW = 0.0'
SEAL =
328
HAMS
IIII►1```
/Zofz
VICINTY MAP
0
GPS COORDINATES OF SRE:
33' 54' 18.5- N
78' 23' 37.5' W
Q�
PROJECT SITE MONKS
MCK ANDING ROAD ISLAND
SHALLOTTE SOUND
OCEAN ISLE BEACH
SD -3.0
SD -3.1
Rek
GRADING PLAN
GRADING PLAN - RAMP AREA
SD -3.3
SD-4.0
DREDGING PLAN
EROSION CONTROL PLAN
SD-6.0
SD-6.1
SD -7.0
SD -7.1
SD -7.2
RAMP PROFILES
RAMP PROFILES
LANDSCAPE PLAN
LANDSCAPE PLAN - WETLAND
PLANT SCHEDULE AND DETAILS
2000 BRICKLANDING ROAD
SHALLOTTE, NC 28470
SHALLOTTE SOUND - ICW
BRUNSWICK COUNTY. NC
PERMIT DRAWINGS
NOT RELEASED FOR CONSTRUCTION
NOTE
Elevations For All Sheets are based on NLW = 0.0'
Points raised 3.5' from NAVD 88 to make NLW = 0.0'
SEAL =
328
HAMS
IIII►1```
/Zofz
VICINTY MAP
0
GPS COORDINATES OF SRE:
33' 54' 18.5- N
78' 23' 37.5' W
Q�
PROJECT SITE MONKS
MCK ANDING ROAD ISLAND
SHALLOTTE SOUND
OCEAN ISLE BEACH

PROPERTY INFORMATION
PROPERTY OWNER:
PROJECT ADDRESS:
PROJECT AREA:
TOTAL PROPERTY AREA
WATER CLASSIFICATION:
AREA OF ENVIRONMENTAL CONCERN:
WETLANDS:
CAMA /COASTAL WETLANDS
BUFFERS:
50' STORMWATER.
STATE OF NORTH CAROLINA
2000 BRICKLANDING RD.
SHALLOTTE, NC 28470
95,639 SF (2.19 AC.)
SA;HQW
30'
DELINEATED BY WRC STAFF
JANUARY 27, 2012
SURVEY INFORMATION:
TOPOGRAPHIC SURVEY PERFORMED BY WRC STAFF.
ORIGINAL TOPOGRAPHIC SURVEY PERFORMED USING NAVD 88
COORDINATES. ORIGINAL POINTS RAISED BY 3.5' IN ORDER TO SET
NWL TO ELEVATION 0.
PROJECT DATA
PROJECT SCOPE:
CONSTRUCTION OF NEW BOATING ACCESS AREA. INCLUDES ONE
SINGLE LANE RAMP, FLOATING DOCK, VINYL SHEETPILE BREAKWATER,
TRAILER AND SINGLE CAR PARKING, ACCESS DRIVES.
DISTURBED AREA:
TOTAL DISTURBED AREA
IMPERVIOUS CALCULATIONS:
EXISTING IMPERVIOUS SURFACE
PROPOSED IMPERVIOUS SURFACE
72,500 SF (1.66 AC.)
2,068 SF (0.047 AC.)
34,474 SF (0.79 AC.)
PARKING:
TRAILER 25 SPACES (INCLUDING 2 ADA)
SINGLE CAR 5 SPACES
DREDGING:
DREDGING WILL BE REQUIRED TO TIE THE BOTTOM OF THE RAMP TO
TO THE EXISTING -6' CONTOUR. A TOTAL OF 350 CY OF MATERIAL
WILL NEED TO BE REMOVED.
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ISTING CONDITIONS AND DEMOLITION PLAN Sp Fax:
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I, Mark X Lee, certify that this plat was drawn under my supervision from an
actual survey, deed description(s) as shown hereon; that the error of closure is
1:10,000+; that the boundaries not surveyed are shown as broken lines platted
from information found in deed books referenced hereon, witness my onginal
signature, registration number, and seal.
This U does not creates a subdivison of land within the area of a coup or
municip uty that has an ordinace that regulates parcels of land.
i
Mark R. Lee, Professional Land Surveyor L-3912
State of North Carolina County of Brunswick
I, Review officer of Brunswick Count!
certify that the map or plat to which certification is affixed meets all statutory
requirements for recording
County Review Officer Date
State of North Carolina County of Brunswick
The foregoing certificate of
Review officer of Brunswick County, is certified to be correct, this mstruir
was presented for registration and recording in Plat Cabinat
Side This day of 2010.
Register of Deeds Date
NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
The State of North Carolina
North Carolina Wildlife Resources Commission
Of
Bricklanding Boating Access Area
(Broman & Holden Property)
Lockwood Folly Township, Brunswick County, North Carolina
Notes:
Reference
DB=,, Pg 229
DB 912, Pg 326
MB 35, Pg 82
MB 48, Pg 41
MC N, Pg 355
MC V, Pg 332
Surveyor has made no independent search or
investigation for Rights -0 f - -way or Easements
of record for streets, highway, public utilities
norforencumbrances,restrictive covenants
ownership, title or any other facts that may �e
disclosed by a full & accurate title search.
Le d
17--Existing Concrete Monument
EIP - Existing Iron Pipe
ECM - Existing Concrete Monument
ENail - Existing l Spike
ERR - Existing p'

,
POWER POLE
PUMP STATION
CL
ASPHALT TO BE REMOVED _ / / / / / 75 AEC OVERHEID ELECTRIC LINE TO BE REMOVED F- i i > Z
>
(SAWCUT EXISTING
PAVEMENT ! T 50' DWO BUFFET J
\ ( ` I I / _ I POWER POLE TO BE REMVOED Q
WATER LINE TO OCE4I H
ISLE BEACt<I , J \ l I - - \L----- - - -�r�
c/) J
RIP RAP TO BE REMOVED 0 V
WETLANDS TO BE ` i\�\,{`✓ / �;, ) I >�- -=Y- __ - -- _ — - --- - --
1 a W
DISTRUBED (2,873 SF) RIP RAP SHORELINE STABILIZATION
30' LAMA AEC r
' COASTAL WETLANDS - DELINEATED BY Z Q
i _1 LI MARK LEE, PLS (NCWRC) AND
NORMAL HIGH WATER LINE ! / / ! %� = I . • . . • - • - • . • , • , • .� = _ • . VERIFIED BY HOLLEY SNIDER (DCM) 0 Z
ELEV. = 5.0 . . l ✓'�"':':�.'; �.'" yr Z O
.... -• -•• _ a
NORMAL LOW WATER LINE _ '. '. -` �' •� j'Y .� •. — — — — — — 0
• .:. r - • y / • — — •/ — — _ — — — ' ' APPROXIMATE LOCATION ICW SETBACK VoG O
O
EXISTING CONTOUR
LU
Date
9- 21-2012
kIPPROXIAfTE bOEs1TlON fW CHANNEL
File Name•
60 — — — — — —0—,— I NF.�e ' ,(� �\ \ �4� BRICKL4NDING ROAD
......... ` \\ \ \ — — / Surveyed AM
., .HAM ��� T I — Desigra& ANH
Drawn ANN
Approved WA
Sheet No.
in� - -/ -- —J -- — - ,Y �� SD-10
NOT RELEASED FOR CONSTRUCTION z
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60' RIGHT OF WAY —
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O
EXISTING CONTOUR
LU
Date
9- 21-2012
kIPPROXIAfTE bOEs1TlON fW CHANNEL
File Name•
60 — — — — — —0—,— I NF.�e ' ,(� �\ \ �4� BRICKL4NDING ROAD
......... ` \\ \ \ — — / Surveyed AM
., .HAM ��� T I — Desigra& ANH
Drawn ANN
Approved WA
Sheet No.
in� - -/ -- —J -- — - ,Y �� SD-10

60' RIGHT OF WAY
(BRICKLANDING RD. — SR 1143)
EDGE OF PAVEMENT
NEW ASPHALT (275 SF)
SAW CUT EXISTING
ASPHALT. TIE NEW
ASPHALT TO EXISTING.
BMP DRAINAGE EASEMENT
ASPHALT PAVEMENT
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75' AEC
50' DWQ BUFFER—,I
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30' CAMA AEC _ J'���/
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_ NCRQAL LOW WATER \ \
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1
60' RIGHT OF WAY
(BRICKLANDING RD. - SR 1143) 1
EDGE OF PAVEMENT
I
I
50'X50' TEMPORARY STOCKPILE AREA
- ENCLOSED IN SILT FENCE I
I
TEMPORARY
CONSTRUCTION ENTRANCE /
I
DIVERSION DITCH
EXISTING CONTOUR \ \
(TYP.) \ �• 1 \ i
PROPOSED CONTOUR
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1 1
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30' RIGHT OF WAY (DEVANE ROAD)
EDGE OF PAVEMENT
INLET PROTECTION
LIMITS OF DISTURBANCE
.SILT FENCE
DIVERSION DITCH
SKIMMER SEDIMENT TRAP
MIN. SURFACE AREA = 2,811 SF
MIN. STORAGE VOLUME = 2,345 CF
ROCK WEIR
1.5° SKIMMER OUTLET
RIP RAP SHORELINE STABIL12ATION
NORMAL HIGH WATER LINE 1 -� l / j • . -.
ELEV. = 5.0 1- ,Ill = i �/ . •...1� s �._ �•�
NORMAL LOW WATER LINE _- - • • , • - • , • , • TOTAL DISTURBED AREA - 72,500 SF (1.66 AC.)
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NORMAL LOW WATER LINE _- - • • , • - • , • , • TOTAL DISTURBED AREA - 72,500 SF (1.66 AC.)
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30' CAMA BUFFER
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CONCRETE APRON - TIE
TO ASPHALT PAVEMENT
ELEV. = 11.0 I
1
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1
3" ASPHALT
8" ABC
AREA UNDER RAMP
TO BE FILLED WITH
CLASS B RIP RAP
TOP OF APRON
ELEV. = 11.1
VERTICLE CURVE
ELEV. = 11.07
VERTICLE CURVE
E•LEV. = 10.87
VERTICLE CURVE
ELEV. = 10.51
Y'Z/ END OF VERTICLE CURVE
-,---'ELEV. = 9.98
EXISTING CENTERLINE
PROFILE
IISHEET 6.0 RAMP STRUCTURE RAMP GRADE = 14.Z
PROFILE: RAMP CENTERLINE 8" STEEL REINFORCED CONCRETE
MOTTO SCALE — 6" WASHED STONE
12" CLASS B RIP RAP
30' CAMA BUFFER
I
1
TOP OF BREAKWATER
ELEV. = 12.1
I
30.9' I 32.9'
CMI CL9900 OR -1
EQUIVALENT VINYL
SHEET PILE
PILES TO BE DRIVEN MIN. 2' BELOW
BOTTOM OF VINYL SHEET PILE
16' VINYL SHEET LENGTH
18' MIN. TIMBER PILE LENGTH
r SHEET 6.0
FILE: BREAKWATER
T TO SCALE
2" CUT IN SHEE7PILE AT 2'J
0. C. FROM NLW TO MUDLINE
TIMBER PILE - MIN.
8" TIP DIAMETER
12' VINYL SHEET LENGTH 16' VINYL SHEET LENGTH
14' MIN. TIMBER PILE LENGTH 18' MIN. TIMBER PILE LENGTH
s
BEYOND KIM
:am
2'
NORMAL HIGH WATER
ELEV. = 5.0
MATERIAL TO BE REMOVED
90.2'
EXISTING CENTERLINE
PROFILE
ED FOR CONSTRUCTION
16 -2012 DCM COMMENT
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TOP OF BREAKWATER
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20' VINYL SHEET LENGTH
22' MIN. TIMBER PILE LENGTH
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Date:
9-21 -2012
File Name:
' BRICKLANDING ROAD
Surveyed AIRL
Designed MAH
Drawn. A14H
Approved WA
SD-6.0

JO' CAMA BUFFER
I
I
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1 67.6' 8.0,
1
I
TIE ABUTMENT TO TOP
I OF RAMP
1 /SHEET 6.1
PROFILE: FLOATING DOCK
NOT TO SCALE
MATERIAL TO BE
DREDGED
?/SHEET 6.1
PROFILE: DREDGING
NOT TO SCALE
CONCRETE ABUTMENT
ELEV. = 7.0
BOTTOM OF RAMP
ELEV. = -6.0
8'X20' FLOATING DOCK (X5)
NORMAL HIGH WATER
ELEV. = 5.0
NORMAL LOW WATER
ELEV. = 0
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GIN 1�1
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NORMAL HIGH WATER
ELEV. = 5.0
NORMAL LOW WATER
ELEV. = 0
TIE TO EXISTING DEPTH -6.0
EXISTING GRADE
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9-21 -2012
BRICKLANDING ROAD
Surveyed.
Am
Designed:
AIAHH
Drawn:
AM(
Approved
WA
Sheet No
SD-6.1

3 -S4BP
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6 -TEEN
PLANTING NOTES \ 4 ACER
1. Tree plantings and bed lines shall be staked by Landscape Contractor '
for Landscape Architect's approval prior to installation. The Landscape — Q
Architect reserves the right to make adjustments to planting locations r - -�� ✓ `
as necessary. f /� Q
2. Add shredded hardwood mulch to a// planting beds at a depth of 3 inches. 0 I / _�� 1, ,
3. Landscape Contractor is responsible for maintaining all installed plants + \) �� - �i�/ `� 1 O Z
and lawn areas until issuance of Written Certificate of Final Completion
by the Landscape Architect. 2AC 1 1 ��/ t' {��I 11 111 + 3 -BDN Q
4 Landscape Contractor to guarantee all plant material for (1) year from / \ 18 -RUDG �, 1 O
date of issuance of Written Certificate of Final Completion. ��- / - 1 ��%� /� 3 -QUEV Z_
L / l� - --
5 Apply weed germination inhibitor ("Preen' or equal) to all plant bed areas W
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6. tree, shrub & groundcover materials shall be planted within 24 hours ` / _ - I
after dehve
7. Landscape Contractor shall make all arrangements for temporary irrigation
system services, j �`- - +
y permits and fees as needed. � . ��� �� - Q
8 Plant material list is prepared for estimating purposes only. Contractors - : + - --
make their own quatity takeoffs using drawings to determine quantities to their ����Z ���� ' / t -r �� ��--- - - - - -- - V
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satisfaction, reporting any discrepancies which may affect bidding to Landscape - -- - -�� I V
Architect. - --
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Architect. Z -� /
10 Landscape Contractor to provide 4" topsoil to all beds and fine grade to Z
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provide smooth transition into existing grades. Grade to prevent ponding. / _ - -
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11 All disturbed areas to be seeded per Erosion Control Plan Permanent Seeding + ` �' • • • • • 890- SPARTJNA ALTERNIRORA
Schedule unless otherwise specified. -- �� _ / `• • • . • V
`- . . - . . • ' �� +' • `� 2° PLUGS ® 24' O.C. —
PLANT AT LOW TIDE ONLY
•
:.�.:.r.'••.'.`.r.•.:.�. -' � � Date:
Re
0 50 100 150 ` 1 , e Name:
_ — BRICKLANDING ROAD
1 S , Surveyed: MRL
1 \� eslgned. RMM
Scale 1" = 50' — — — — — — — — ram RMM
Approved: WA
1, 1 I +/ 1✓ �,r _ __� — Sheet No.
D-7.o
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6 -TEEN
PLANTING NOTES \ 4 ACER
1. Tree plantings and bed lines shall be staked by Landscape Contractor '
for Landscape Architect's approval prior to installation. The Landscape — Q
Architect reserves the right to make adjustments to planting locations r - -�� ✓ `
as necessary. f /� Q
2. Add shredded hardwood mulch to a// planting beds at a depth of 3 inches. 0 I / _�� 1, ,
3. Landscape Contractor is responsible for maintaining all installed plants + \) �� - �i�/ `� 1 O Z
and lawn areas until issuance of Written Certificate of Final Completion
by the Landscape Architect. 2AC 1 1 ��/ t' {��I 11 111 + 3 -BDN Q
4 Landscape Contractor to guarantee all plant material for (1) year from / \ 18 -RUDG �, 1 O
date of issuance of Written Certificate of Final Completion. ��- / - 1 ��%� /� 3 -QUEV Z_
L / l� - --
5 Apply weed germination inhibitor ("Preen' or equal) to all plant bed areas W
�y�
6. tree, shrub & groundcover materials shall be planted within 24 hours ` / _ - I
after dehve
7. Landscape Contractor shall make all arrangements for temporary irrigation
system services, j �`- - +
y permits and fees as needed. � . ��� �� - Q
8 Plant material list is prepared for estimating purposes only. Contractors - : + - --
make their own quatity takeoffs using drawings to determine quantities to their ����Z ���� ' / t -r �� ��--- - - - - -- - V
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satisfaction, reporting any discrepancies which may affect bidding to Landscape - -- - -�� I V
Architect. - --
9. Nursery togs to remain on trees until plant motenol is approved by Landscape /��� /� '
Architect. Z -� /
10 Landscape Contractor to provide 4" topsoil to all beds and fine grade to Z
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I • ... Y
11 All disturbed areas to be seeded per Erosion Control Plan Permanent Seeding + ` �' • • • • • 890- SPARTJNA ALTERNIRORA
Schedule unless otherwise specified. -- �� _ / `• • • . • V
`- . . - . . • ' �� +' • `� 2° PLUGS ® 24' O.C. —
PLANT AT LOW TIDE ONLY
•
:.�.:.r.'••.'.`.r.•.:.�. -' � � Date:
Re
0 50 100 150 ` 1 , e Name:
_ — BRICKLANDING ROAD
1 S , Surveyed: MRL
1 \� eslgned. RMM
Scale 1" = 50' — — — — — — — — ram RMM
Approved: WA
1, 1 I +/ 1✓ �,r _ __� — Sheet No.
D-7.o

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Date:
,t, ,y
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11-16 -ZO1Z
e Name:
_
BRICKLANDING ROAD
Surveyed: MRL
esigned: RUM
1 • -
raven:' RUM
approved: WA
Sheet No.
SD -7.1

REMOVE TOP 1/3
3 BURLAP
PROVIDE 3 GUYS FOR EACH
AND TOP OF WIRE BASKET 45'MIN.
f
TREE SPACED EQUALLY AROUND
AFTER TREE IS SET AND I
APPROVED BY LANDSCAPE
TREE THREAD WIRE THRU
ARCHITECT
GROMMETTED TAPE BY GCS, INC
WHERE SPACE ALLOWS
6' DEPTH PLANTING SOIL
(PHONE- 800/360 -3584)
MIXTURE TAMPED FIRM 3X BALL DIA.
BENEATH ROOT BALL
OR APPROVED EQUAL
2 STRANDS 12 GAUGE
TREES IN LAWN
GALV. WIRE TWISTED TIGHT
MINIMUM 5' DIAMETER
PROVIDE SAFETY FLAGGING
ON EACH GUY
STAKING NOTE
ONLY STAKE 8: GUY TREES 4' CALIPER
2 SCARIFY SIDES AND BOTTOM OF PR
AND LARGER OR IN WINDY LOCATIONS
6' SOIL SAUCER AROUND TREE
AS DIRECTED BY LANDSCAPE ARCHITECT.
42' LONG 4 REBAR
5 AFTER PLACING AND AND- TAMPING FINAL LAYERS, WATER AGAIN UNTIL NO MORE IS ABSORBED
STAKED 39' INTO
BETN
GROUND (PLACE STAKES
RIVER BIRCH
WITHIN MULCHED AREA) EE
PIT AMENDED
3' DEPTH MULCH
(KEEP MULCH 8' FROM
TRUNK OF TREE)
AS SHOWN
FWF CON MS
IL AREA
FINISHED GRADE
REMOVE TOP 1/3
3 BURLAP
AMENDED SOIL AREA
- THOROUGHLY TILL IN
AND TOP OF WIRE BASKET 45'MIN.
f
PLANTING SOIL MIXTURE
AFTER TREE IS SET AND I
APPROVED BY LANDSCAPE
AMENDMENTS TO DEPTH
OF B' (IN SOME
ARCHITECT
SITUATIONS. LAWN WILL
WHERE SPACE ALLOWS
6' DEPTH PLANTING SOIL
BE PLANTED OVER THIS
AREA),
MIXTURE TAMPED FIRM 3X BALL DIA.
BENEATH ROOT BALL
MULCH RING FOR
BENEATH ROOT BALL 3X Ul
TREES IN LAWN
GENERAL NOTES:
MINIMUM 5' DIAMETER
1 PLANT SO THAT TOP OF ROOT BALL IS 2' ABOVE FINISH GRADE
ACER
2 SCARIFY SIDES AND BOTTOM OF PR
RED MAPLE
3 BACKFILL TREE PIT WITH SPECIFIED PLANTING SOIL MIXTURE IN W LAYERS, HAND TAMPED TO REMOVE VOIDS
4 WHEN 2/3 BACKFILLED, FILL WITH WATER.
-
5 AFTER PLACING AND AND- TAMPING FINAL LAYERS, WATER AGAIN UNTIL NO MORE IS ABSORBED
8 STAKE AND GUY TREES IF APPLICABLE
BETN
7. DO NOT WRAP TREE TRUNKS
RIVER BIRCH
TYPICAL TREE PLANTING
8' -10"
FINISHED GRADE
THOROUGHLY TILL IN
PLANTING SOIL MIXTURE
AMENDMENTS TO DEPTH
OF 8' IN ENTIRE SHRUB
BED AREA
3' DEPTH MULCH
(KEEP MULCH AWAY FROM
SHRUB PIT BASE OF PLANT MIN 4 )
PULL ROOTS OUT OF BALL----NJ..
I
FROM CONTAINER STOCK
COMMON NAME
REMOVE TOP 1/3 BURLAP
45 MIN
FROM B&B STOCK
SPACING
6' DEPTH PLANTING SOILS
MULCH RING FOR
MIXTURE TAMPED FIRM
SHRUBS IN LAWN
BENEATH ROOT BALL 3X Ul
MINIMUM 4' DIAMETER
GENERA NOTES•
1 PLANT SO THAT TOP OF ROOT BALL IS 1' ABOVE FINISH GRADE
2 SCARIFY SIDES AND BOTTOM OF PR
3 BACK ILL SHRUB PIT WITH SPECIFIED PLANTING SOIL MIXTURE IN 6' LAYERS, HAND- TAMPED, TO REMOVE VOIDS
4 WHEN 2/3 BACKFILLED, FILL WITH WATER
5 AFTER PLACING AND HAND- TAMPING FINAL LAYERS, WATER AGAIN UNTIL NO MORE IS ABSORBED
TYPICAL SHRUB PLANTING
30 DEGREES
APPROX ER
1 EXCAVATE TRENCH BY HAND W/ SPADE
APPROX 45 DEGREE TURF 2 ADD EXCESS SOIL TO ADJACENT PLANT
MULCH BED AFTER PULLING BACK EXISTING MULCH.
RAKE SOIL AND SMOOTH BEFORE MULCHING
SUBGRADE -MAX
L-!! I1.IlHll
LAWN EDGE DETAIL
GROUNDCOVER PLANT (TAP )
O O
0 0 0
Coi_I
SPACING PER PLANT
SCHEDULE
i
GROUNDCOVER PLANT
3' DEPTH MULCH
FINISH GRADE
PLANTING SOIL
MIXTURE
45'' MIN
GENERAL NOTES-
1 THRROOUGHLY TILL IN PLANTING SOIL MIXTURE AMENDMENTS TO DEPTH OF 8' IN ENTIRE GROUNDCOVER BED AREAL
2. WORK SOIL TO LOOSE. UNIFORMLY FINE TEXTURE
3 HAND -TAMP BACKFILL TO REMOVE VOIDS AND AIR POCKETS.
4 WATER IMMEDIATELY AFTER PLANTING UNTIL NO MORE WATER IS ABSORBED
GROUND COVER PLANTING
PLANT SCHEDULE
BOTANICAL NAME
COMMON NAME
QUANTITY
HEIGHT
SPREAD /CALIPER
SPACING
REMARKS
CODE
TREES
ACER
ACER RUBRUM
RED MAPLE
7
6 -8
-
AS SHOWN
FWF CON
BETN
BETULA NIGRA
RIVER BIRCH
3
8' -10"
AS SHOWN
FWF CON MS
JUNV
✓UNIP£RUS NGINIANA
EASTERN RED CEDAR
3
7,-5-
AS SHOWN
FWF CON
OUEV
OUERCUS WRGIN/ANA
LIVE OAK
3
6 -8
AS SHOWN
FWF CON
S48P
SABAL PALMETTO
CABBAGE PALM
3
10' -12'
AS SHOWN
FWF CON
SHRUBS
ILEV
ILEX VOMITORIA
YAUPON HOLLY
15
5 GAL
-
AS SHOWN
FWF CON
MYRC
MYRICA CERIFERA
WAX MYRTLE
11
5 GAL
-
AS SHOWN
FWF CON
ILEG
ILEX GLABRA
INKBERRY
4
3 GAL
-
AS SHOWN
FWF CON
CLEA
CLETHRA ALNIFOLIA
SWEET PEPPERBUSH
6
5 GAL
AS SHOWN
FWF CON
GROUND COVERS GRASSES PERENNVAIS
RUDG
RUDB£CKM FULGIDA 'GOLDSTRUM'
GOLDSTRUM BLACK -EYED SUSAN
39
1 GAL
AS SHOWN
FWF CON
SPAR
SPAR77NA ALTERNIFLORA
SMOOTH CORDGRASS
890
2' PLUGS
20' O C.
FWF CON
TURF &MULCH
SOD
SOD
SEED
X"XX
SEED ALL DISTURBED AREAS
MULCH
SHREDDED HARDWOOD
X,
WETLAND PLANTINGS
ITEV
/TEA WRGINICA
SWEETSPIRE
21
5 GAL
-
AS SHOWN
FWr CON
CEPO
CEPHALANTHUS OCCIDENTALIS
BUTTON BUSH
21
5 GAL
-
AS SHOWN
FWF CON
CORA
CORNUS AMOMUM
SILKY DOGWOOD
21
5 GAL
-
AS SHOWN
FWF CON
AROA
ARONW ARBU/TFO/A
RED CHOKEBERRY
22
5 GAL
-
AS SHOWN
FWF CON
ILEG
ILEX GLABRA
INKBERRY
21
5 GAL
-
AS SHOWN
FWF CON
SAILS
SALIX SERICEA
SILKY WILLOW
22
5 G4L
-
AS SHOWN
FWF CON
PONC
PON7EDER14 CORDATA
PICKEREL WEED
90
4 POT
-
2.0 O.C.
FWF CON
IRIV
IRIS WRGINICA
BLUE FLAG IRIS
105
4 POT
-
FWF CON
PELV
PELTANDRA VIRGINIGA
ARROW ARUM
120
4 POT
-
2.0' O.C.
FWF CON
SCIC
SCIRPUS CYPERINUS
WOOLGRASS
106
4 POT
-
2.0' 0 C.
FWF CON
SAGL
S4GITIARIA LAnr0_Lb4
DUCK POTATO
65
4 Pb
-
2.0' O.C.
FWF CON
GRASS
4,280 SF
I
DISTRIBUTE EQUALLY
JUNCUS EFFUSUS
SOFT RUSH
268
4 POT
-
2.0' 0. c.
FWF CON
JUNCUS ROEMER/CANUS
BLACK NEEDLE RUSH
268
4 POT
-
2.0 0 C.
FWF CON
CAIREX TENARA
OUILL SEDGE
268
4 POT
-
ZO O.C.
FWF CON
MUHLENBERGIA CAP/LLAR/S
MUHLY GRASS
268
4' POT
2 0 O C.
FWF CON
ABBREWTIONS FWF FULL WELL Fame MS MULTI- STEAMED TAUNT EGG EGG CAN CONWNER CON CONTAINERQED M4TERI L
SP SPEOWEN, M4TERNL GU. TRUNK CALIPER SIM BILLED AND &/RAPPED SIR BAR£ ROOT 1011ERML
IF TREE FORM N4BB GAL GALLON CONTAINER SF SOINRE FEET ESP ESPALIER
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File Name:
BRICKLANDINGR
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