20110633 Ver 1_CAMA Application_20110701

201 10633
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Q Dee Freeman
Governor Director ?? M Secretary
?QV
June 30, 2011 j ?D
MEMORANDUM: ol- 0 1 2017
WpF?R ,
TO: Cyndi Karoly, Supervisor '4 k°vac
401 Oversight & Express Permits Unit
Division of Water Quality-Surface Water Protection
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA/Dredge & Fill Major Permit Application Review
Applicant: Starboard by the Sea HOA - (c/o: J. Pyrtle, Agent)
Project Location: Between 250 & 258 W. 2nd St., adjacent to the Old Sound Creek, in
Ocean Isle Beach, in Brunswick Co.
Proposed Project: Applicant proposes to construct 854 linear feet of new bulkhead
waterward of an existing deteriorating bulkhead and replace an
existing boardwalk adjacent to the bulkhead
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by July 26, 2011. If you have any questions regarding the proposed
project contact Debbie Wilson [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
400 Commerce Ave.. Morehead City, NC 28557--3421
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An 'Equal OF,portr.nity ; Affirmative Action Fmployer
Orne
NorthCarolina
NaturallY
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Starboard by the Sea HOA c/o James Pyrtle, P. E.
2. LOCATION OF PROJECT SITE: The project site is located between 250 & 258 West 2°d Street, adjacent to
Old Sound Creek, in Ocean Isle Beach, in Brunswick County
Photo Index -2006: 1-6154, L-M (4-7) 2000: 1-7, L-M (5-7) 1995: 1-7, L-M (3-5)
State Plane Coordinates - X: 49943 Y: 2165777 GPS File: N060713A
Lat: 33°53'09.47352"N Long: 78°27' 13.98226"W
3. INVESTIGATION TYPE: CAMA / D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 5/26/11 & 6/7/11
Was Applicant Present - Yes (5/26/10), No (6/7/11)
5. PROCESSING PROCEDURE: Application Received - Complete on 5/26/11
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Ocean Isle Beach
Classification From LUP - Residential
(B) AEC(s) Involved: EW, PTA, ES
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Municipal sewer
Planned - N/A
(F) Type of Structures: Existing -condominiums, bulkhead, boardwalk and docking facility
Planned - bulkhead and boardwalk
(G) Estimated Annual Rate of Erosion: N/A Source- N/A
7. HABITAT DESCRIPTION:
[AREA]
nPFnC;Pn 'PTT T RTl nrrLT-Qv
(A) Vegetated Wetlands (coastal)
149 ft2
(B) Non-Vegetated Wetlands - open water 566 ft2
(C) Other (Highground) Disturbed
15,372 ft2
(D) Total Area Disturbed: 16,087 ft2 (0.369 acres)
(E) Primary Nursery Area: NO
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicant proposes to construct 854 linear feet of new bulkhead waterward
of an existing deteriorating bulkhead and replace an existing boardwalk adjacent'to the bulkhead.
Starboard by the Sea HOA
Page 2
9. PROJECT DESCRIPTION:
The project site is located between 250 & 258 West 2nd Street, adjacent to Old Sound Creek, in Ocean
Isle Beach, in Brunswick County. To find the project site, travel south on US Highway 17 to Ocean Isle
Beach Road SW. Turn left onto Ocean Isle Beach Road SW and travel approximately 4.7 miles onto
Ocean Isle Beach to the traffic circle and turn right onto West I't Street and travel approximately 1 mile
to Starboard Street. Turn right onto Starboard Street and follow it approximately 266 feet to its
termination at West 2nd Street. The entrance to the Starboard by the Sea Condominiums will be almost
directly across West 2nd Street. Continue into the development approximately 750 feet to the rear of the
property. The project area will be located on the north side of the last row of condominium buildings.
The project site consists of multiple condominium buildings on two parcels of land totaling
approximately 203,000 sq. ft. with approximately 964 feet of shoreline frontage on Old Sound Creek.
The majority of the existing condominium buildings, adjacent to the bulkhead, have a portion of the
building within 10' of the bulkhead. The applicant states that the existing tie-back system in several
areas is anchored to the foundation pilings of the buildings. The property has an average elevation of
approximately 5.50' above normal high water (NHW). The high ground property consists of lawn
grasses, landscaping, paved driveway and parking areas. The entire shoreline of the property has an
existing wooden bulkhead measuring approximately 964 linear feet, which is located at NHW. The
center portion of the bulkhead is aligned in a "V" shape between two peninsulas. Located within this
"V" shaped area are mixed coastal wetlands encompassing approximately 4,780 sq. ft. and consists of
Salt Marsh Cordgrass (Spartina alterniflora), Glasswort (Salicornia sp.), Spike Grass (Distichlis
spicata), and Sea Ox-Eye (Borrichia arborescens). This area of marsh is located between two peninsulas
which are approximately 115' apart at the waterward edge. Adjacent to the bulkhead on the landward
side is a wooden boardwalk measuring approximately 4' in width by 964' in length (the entire length of
the bulkhead).The application states that the existing docks and bulkhead were constructed in two
phases, the western half in around 1981 and the eastern half around 1984. owever, no permit history has
been located other than maintenance and repair exemptions. Waterward of the existing bulkhead are 4
fixed and 4 floating docks, each running perpendicular to the bulkhead.
The Ocean Isle Beach Land Use Plan classifies the high ground area of project site as Residential. The
waters of Old Sound Creek are classified SA by the Division of Water Quality. They are NOT
designated as a Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries and they are
closed to the harvest of shellfish.
PROPOSED PROJECT:
The applicant proposes to construct 854 linear feet of new bulkhead waterward of an existing
deteriorating bulkhead and replace the existing boardwalk adjacent to the bulkhead. As proposed, the
new bulkhead would be constructed of fiberglass reinforced polymer (FRP) composite sheet pile and
would be installed an average of 2' waterward of the existing bulkhead and NHW with a maximum
distance of 5' waterward of NHW (see Sheets 2- 4 of 5). The application states that the existing wooden
bulkhead is to remain in place and approximately 1700 sq. ft. of clean fill material would be placed
between the two bulkheads as needed. As proposed, approximately 149 sq. ft. of Coastal Wetlands,
consisting primarily of Salt Marsh Cordgrass (Spartina alterniflora) would be filled within the "V"
portion of the bulkhead located between the two peninsulas (see Sheet 3 of 5). Approximately 119 linear
feet of the existing bulkhead located in the center of the "V" area would not be replaced. A new tie-
Starboard by the Sea HOA
Page 3
back system is also proposed and would consist of steel tie rods and a continuous reinforced concrete
deadman which would run the entire length of the bulkhead. As proposed, the concrete deadman would
measure approximately 1'6" wide by 3'6" high except that which is to be located in the peninsula areas
which would measure 2' in width and would be buried approximately 1'3" below grade (see Sheets 3 &
4 of 5).
The applicant is also proposing to replace the existing wooden boardwalk which is directly adjacent to
the existing bulkhead on the landward side and runs its entire length. As proposed, a new wooden slatted
boardwalk measuring approximately 4' in width by 854' in total length would be constructed
immediately adjacent to the new bulkhead on the landward side within the 30' coastal shoreline buffer at
grade level.
10. ANTICIPATED IMPACTS:
The proposed new bulkhead would incorporate approximately 566 sq. ft. of Estuarine Waters and Public
Trust Area and would result in the filling of approximately 149 sq. ft. of Coastal Wetlands, vegetated
primarily with Salt Marsh Cordgrass (Spartina alterniflora). The project would also result in the
disturbance of approximately 15,372 sq. ft. of highground area as a result of the bulkhead back fill and
installation of the tie-back/anchor system. Approximately 3,416 sq. ft. of highground within the 30'
coastal shoreline buffer would be shaded by the installation of the proposed boardwalk.
Submitted by: Debra D. Wilson Date: 6/28/11 Office: Wilmington
PROJECT NARRATIVE:
Bulkhead Replacement - Starboard by the Sea
W. 2nd Street
Ocean Isle Beach, NC
PED Project No. 10012
May 24, 2011
General
The subject project proposes replacement of an existing deteriorated timber bulkhead with a new
FRP composite sheet pile bulkhead to be located waterward of an existing timber bulkhead,
which is to remain in place. The total length of existing bulkhead is approximately 964 linear
feet. The total length of replacement bulkhead is approximately 854 linear feet. The top of the
replacement bulkhead will be set to generally match the elevation of the top of the existing
bulkhead, which is approximately +5.50 feet MSL (NWL). The ground elevation (mudline)
waterward of the bulkhead is approximately -1.50 feet MSL (NWL). No dredging is proposed
for this project. Also, integral with the bulkhead construction, the existing approximately 4 feet
wide timber boardwalk is to be replaced with a new 4 feet wide timber boardwalk.
Back rg_ound
The project site is located off of W. 2"d Street within the Town of Ocean Isle Beach in
Brunswick County, NC. To access the site from the Wilmington area, take US Hwy 17 S to NC
904 towards Ocean Isle Beach. Follow NC 904 over the bridge onto Ocean Isle (NC 904 will
then be named Causeway Drive). Turn right at the traffic circle onto W. 1St Street and proceed
approximately 1 mile to Starboard Street. Turn right onto Starboard Street and follow it
approximately 266 feet to its termination at W. 2"d Street. The entrance to the Starboard by the
Sea condominiums will be almost directly across W. 2"d Street from Starboard Street. Enter the
development and proceed approximately 750 feet to the rear of the property (past the pool and
tennis courts). The bulkhead site will be behind (north of) the last row of condominium
buildings.
The Starboard by the Sea boat basin includes approximately 954 linear feet of existing timber
bulkhead, 4 fixed docks perpendicular to the bulkhead, and 4 floating docks perpendicular to the
bulkhead. The elevation of the top of the existing bulkhead ranges from +5.3 feet MSL (NWL)
to +6.1 feet MSL (NWL). Water depths in the basin area range from approximately -0.8 feet
MSL (NWL) to -2.0" feet MSL (NWL). At low tide there is typically no water in and around the
floating and fixed docks. The nearest body of water is Old Sound Creek which runs parallel to
the bulkhead. The center of the creek is estimated to be approximately 150 feet from the
bulkhead.
Based upon old survey data provided by the owner, it is believed that the existing bulkhead,
fixed docks, and floated docks were constructed in two phases. The initial phase (western end)
of the bulkhead and docks was constructed around 1981. The second phase (eastern end) of the
bulkhead and docks was constructed around 1984.
Existing Conditions
In general, the condition of the existing timber bulkhead is very poor. Significant wood decay
and steel corrosion exists in almost all areas which has resulted in various states of bulkhead
failure and/or reduced capacity. Specifically, these include decay of wood sheet piles at the
mudline, face piles leaning outward or broken, severe corrosion of tieback anchors, decay of face
piles, areas where washers for the tieback anchors are "digging" into the face piles, multiple
areas where "sister" piles have been added onto the original piles, and an approximately 30 feet
wide section of bulkhead on the eastern end of the site that has completely failed. Further, it is
apparent from simple observations of the bulkhead that is has been "patched" in the past;
presumably in an earlier attempt to repair deteriorated sections of the bulkhead. There are
sections of 2x8 sheet piling in numerous areas from the lower 6x6 wale downward which are
likely past repair efforts. However, even these "patched" areas also now have failures in many
locations.
As noted previously, the subject bulkhead was likely constructed in two separate phases between
1981 and 1984; which makes the original portions of the bulkhead between 26 and 29 years old.
It is our professional opinion that this age exceeds what should be the expected useful life for a
timber bulkhead. Typically, a timber bulkhead would need to be replaced prior to 26-29 years of
service due to decay of the timber components. We have observed timber bulkheads in need of
replacement after less than 10 years of service life due to significant decay/deterioration of
timber components as well as corrosion of the steel components.
Relative to the failures that have occurred within the subject bulkhead; as well as its overall
general condition; it is our professional opinion that the failures observed are the simple result of
overloading of various undersized components of the bulkhead system; in combination with the
overall poor condition of the bulkhead. Should the bulkhead remain in its current condition, or
patched once again to its former condition, we would expect that continued failures, similar to
those that have already observed, will occur again within the bulkhead.
Therefore, considering the age and condition of the subject bulkhead, the property owners
association has decided to undertake a complete replacement of the existing timber bulkhead.
Project Purpose
As noted previously within this narrative, the purpose of this project is to replace the existing
deteriorated (and under designed) timber bulkhead with a new FRP composite sheet pile
bulkhead to be located waterward of the existing timber bulkhead; which is to remain.
Proposed Construction
The new replacement bulkhead is proposed to be constructed utilizing a fiberglass reinforced
polymer (FRP) composite sheet pile in lieu of timber sheet piles; due to the expected improved
longevity and durability that this product should provide over a timber sheet pile. The sheet piles
will be supported at the top using a single upper wale (above the normal high water line) in lieu
of a double wale typically used for timber bulkheads of height similar to the subject bulkhead.
The new wale is specified to be an 8x8 #1 grade southern pine and will be supported at intervals
2
not to exceed 6 feet on center by 1 inch diameter threaded rods supported by a reinforced
concrete "deadman" anchor system.
Relative to the anchor system, it is noted that the existing timber bulkhead, in several locations,
is anchored to the timber piles supporting the adjacent condominium buildings, as well as the
exterior decks of these buildings. This type of anchor system is considered to be improper from
a "sound practices" engineering standpoint. Subsequently, it will be necessary to design and
construct a new anchor system for the new replacement bulkhead. Serious consideration was
given to both a helical "screw" anchor type of anchor system as well as the concrete "deadman"
system. Due to the presence of loose soils which were found to exist within the upper strata of
soils behind the bulkhead; and due also to the significant obstructions that the locations of the
nearby timber piles supporting the condominium buildings present; it was determined that the
concrete "deadman" anchor system was the most practical and "constructible" anchoring method
for the new bulkhead.
Impacts
The potential environmental impacts of this project are expected to be minimal. There is an area
of marsh grass located between the western and eastern "halves" of the bulkhead between the
two "peninsula" areas which project out from the main line of the bulkhead. It is expected that
this marsh grass will be identified as coastal wetlands. However, the approximately 119 linear
feet of bulkhead landward of this marsh grass is not proposed to be replaced. The new bulkhead
is designed to be installed around the two peninsula areas. Disturbance to the expected wetland
areas will be limited to only that required to accomplish the "tie-in" of the new FRP sheet pile
bulkhead to the timber bulkhead to remain; which is located landward of the aforementioned
marsh grass. Therefore, it is believed that the bulkhead design proposed for the Starboard by the
Sea project minimizes the potential impacts to the wetlands as much as could be reasonably
expected.
Project narrative submitted by:

James T. Pyrtle, P.E.
<<,` ENGINEERING & DESIGN PLLC
N.C. License P-0877
103 S. Sea Lily Court
Hampstead, NC 28443
910-270-6288
3
BOOM
APPLICATION for

Mater Development Permit 20 1 10 6 3 3
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Starboard By The Sea Homeowners Association Project Name (if applicable)
Bulkhead Replacement - Starboard by the Sea
Applicant 1: First Name
Betty MI Last Name
Graham
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
225 Wales Avenue PO Box City
Charlotte State
NC
ZIP
28409 Country
USA Phone No.
704 - 519 - 5894 ext. FAX No.
-
Street Address (if different from above) City State ZIP
Email
2. Agent/Contractor Information
Business Name
Pyrtle Engineering & Design PLLC (For Norris &
Tunstall)
Agent/ Contractor 1: First Name
James MI
T Last Name
Pyrtle
Agent/ Contractor 2: First Name MI Last Name
Mailing Address
103 S. Sea Lily Court PO Box City
Hampstead State
NC
ZIP
28443 Phone No. 1
910 - 270 - 628
8 ext. Phone No. 2
910 - 471 - 2524 ext.
FAX No. Contractor #
Street Address (d different from above) City State ZIP
Email
<Form continues on back>
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 West 2nd Street
Subdivision Name City State Zip
Starboard by the Sea Ocean Isle Beach NC 28469-
Phone No. Lot No-(s) (if many, attach additional page with list)
704 - 519 - 5894 ext. Phase I, Phase V, , ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
L?Am6e.f Old Sound Creek
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 AIWW & Atlantic Ocean
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ?No work falls within.
Ocean Isle Beach
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
964 linear feet Approx. 203,000
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
163,220 (Phase 1), 39,780 (Phase V), NWL (normal water level)
(If many lot sizes, please attach additional page with a list) +5.50 ?NHW or ®NWL
e. Vegetation on tract
There is typically lawn grass on site landward of the existing bulkhead with foundation plantings (bushes) around the
adjacent condominium buildings. There are some small trees (mostly pine) located around the buildings. Typical
"suburban" type vegetation.
f. Man-made features and uses now on tract
Timber bulkhead, timber boardwalk landward of the bulkhead, wood framed condominium buildings on elevated pile
foundations, associated paved parking areas under the buildings.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Residential use. Mix of condominums (west side) and single family homes (east side).
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
Residential (01-R1 & 01-R2) (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?
1. 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?
<Form continues on next page>
Form'DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? NYes ?No
(ii) Are there coastal wetlands on the site? NYes ?No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ?Yes NNo
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Municipal sewer on site. (Town of Ocean Isle Beach)
o. Describe existing drinking water supply source.
Municipal water on site. (Town of Ocean Isle Beach)
p. Describe existing storm water management or treatment systems.
Stormwater sheet flow to existing retention ponds which connect to municipal stormwater system.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ?Commercial ?Public/Government
NPrivate/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The proposed project will simply require replacement of the existing deteriorated timber bulkhead with a new bulkhead.
Upon completion, the purpose, use and daily operations of the new bulkhead will be as a retaining wall to stabilize the
ground landward of the bulkhead.
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.
It is proposed that the new bulkhead be constructed utilizing an FRP composite sheet pile, heavy timber wale, steel tie back
anchors, and a reinforced concrete " deadman" anchor system. It is expected that construction equipment may include an
excavator, vibratory hammer to set the sheet piles, miscellaneous hand tools, etc.
d. List all development activities you propose.
This project simply proposes to replace the existing timber bulkhead and integral timber boardwalk with a new FRP
composite bulkhead with integral timber boardwalk.
e. Are the proposed activities maintenance of an existing project, new work, or both? Maint. via replacement of the
deteriorated bulkhead with new.
f. What is the approximate total disturbed land area resulting from the proposed project? 16,500 NSq.Ft or ?Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ?Yes NNo ?NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No known discharges. No proposed new discharges.
i. Will wastewater or stormwater be discharged into a wetland? ?Yes NNo ?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 NNo ?NA
If yes, attach a mitigation proposal.
<Form continues on back>
Form DCM MP-1 (Page 4 of 4)
APPLICATION.for
Major Development Permit
6. Additional Information
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) - (n 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 Mo Jeloudarzadeh Phone No. 281-392-3499
Address 16211 Pine Thom Drive, Houston, TX 77095
Name Dockside Landing HOA Go Community Association Management (Christy Chappell) Phone No. 910-579-5163
Address 113-B Causeway Drive, Ocean Isle Beach, NC 28469
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.
Attempted, but was unable to locate, any existing permits via a
DCM files review. (Files not found to exist)
h. Signed consultant or agent authorization form, if applicable.
i. 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), if 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. 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 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 certjfy that the information provided in this application is truthful to the best of my knowledge.
Date 5124111 Print Name -James T. Pyrtle, P.E. (Agent)
Signature ami'tA
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
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.
Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL stabilization
Length N/A N/A N/A N/A N/A N/A N/A
Width N/A N/A N/A N/A N/A N/A N/A
Avg. Existing
Depth N/A N/A N/A N/A NA NA N/A
Final Project

Depth N/A N/A N/A N/A NA NA N/A
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.
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 ?SAV ?SB
?WL ?None
(ii) Describe the purpose of the excavation in these areas:
d. High-ground excavation in cubic yards.
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
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
?WL ?None
(ii) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area be available for future maintenance?
?Yes ?No ?NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
?Yes ?No ?NA
(ii) If yes, how much water area is affected?
3. SHORELINE STABILIZATION ?This section not applicable
(If development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization:
®Bulkhead ?Riprap ?Breakwater/Sill ?Other:
c. Average distance waterward of NHW or NWL: 2' from exist bulkhd
e. Type of stabilization material:
Bulkhead constructed with FRP composite sheet piles, heavy
timber wale, steel tie rods, reinforced concrete "deadman" anchors.
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 1700 Riprap 0
Breakwater/Sill 0 Other 0
i. Source of fill material.
Off site
b. Length: 854 linear feet
Width: 10 inch wide sheet piles
d. Maximum distance waterward of NHW or NWL: 5' from exist bulk.
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.
Approx. 28 feet wide section of bulkhead failed in fall 2010.
Area shown on existing conditions survey.
h. Type of fill material.
Clean sand
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought 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
(iii) Dimensions of fill area
(iv) Purpose of fill
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
?WL ?None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
No excav. Fill material may be stockpiled landward of bulkhead Construction equipment may include an excavator, vibratory
prior to placement behind new. Sift fence waterward of temp. fill hammer to set the sheet piles, miscellaneous hand tools, etc.
c. (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. (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.
Date
Bulkhead Replacement - Starboard by the Sea
Project Name
James T. Pyrtle, P.E. (Agent)
Applicant Name
Ck .
Ap ant Signature
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 FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
[]Commercial ?Public/Government []Private/Community
0This section not applicable
b. (i) Will the facility be open to the general public?
?Yes ?No
c. (i) Dock(s) and/or pier(s)
(ii) Number
(iii) Length
(iv) Width
(v) Floating ?Yes ?No
e. (i) Are Platforms included? ?Yes ?No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ?Yes ?No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
(ii) Number of slips existing
i. Check the proposed type of siting:
[I Land cut and access channel
[]Open water; dredging for basin and/or channel
[]Open water; no dredging required
[]Other; please describe:
k. Typical boat length:
d. (i) Are Finger Piers included? ?Yes ?No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ?Yes ?No
f. (i) Are Boatlifts included? ?Yes ?No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
? Full service, including travel lift and/or rail, repair or
maintenance service
? Dockage, fuel, and marine supplies
? Dockage ("wet slips') only, number of slips:
? Dry storage; number of boats:
? Boat ramp(s); number of boat ramps:
? Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
1. (i) Will the facility be open to the general public?
?Yes ?No
m. (i) Will the facility have tie pilings?
?Yes ?No
(ii) If yes number of tie pilings?
2. DOCKING FACILITY/MARINA OPERATIONS 0This 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.
i. 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?
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
?Yes ?No
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
?WL ?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.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
?Commercial ?PubliGGovernment ?Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
?Commercial ?PubliGGovernment ?Private/Community
C. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
Not applicable
b. Proximity of structure(s) to adjacent docking facilities.
Not applicable
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
Not applicable
d. Water depth at waterward end of structure at NLW or NWL
Not applicable
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.
8. OTHER ?This section not applicable
a. Give complete description:
Bulkhead Replacement: This project will involve replacement of an existing deteriorated timber bulkhead with a new FRP
composite sheet pile bulkhead to be located waterward of the existing timber bulkhead to remain. The total length of
replacement bulkhead is approximately 854 linear feet. The top of the replacement bulkhead will be set to generally match
the elevation of the top of the existing bulkhead, which is approximately +5.50 feet MSL (NWL). The ground elevation
(mudline) waterward of the bulkhead is approximately -1.50 feet MSL (NWL). No dredging is proposed for this project.
Integral with the bulkhead construction, the existing approximately 4 feet wide timber boardwalk is to be replaced with a new 4
feet wide timber boardwalk.
6311'4 f tl
Date
Bulkhead Replacement - Starboard by the Sea
Project Name
James T. Pyrtle, P.E. (Agent)
Applicant Name
A cant Signature

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103 S. Sao Lily Ct..
H=pat-d. NC 28443
Tsl. 910-270-8288
NORRIS & TUNSTALL
CONSULTING ENGINEERS, INC.

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