20101047 Ver 1_CAMA Application_20101217

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson
Governor Director
December 13, 2010
MEMORANDUM
TO: Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality
FROM:
SUBJECT
Applicant:
Project Location:
Doug Huggett
Major Permits Processing Coordinator
0 1 0 4 7
Dee Freeman
Secretary
o
CAMA/DREDGE & FILL Permit Application Review
Glenn Jungen
1352 Sound Landing Road in Kitty Hawk, Dare County
Proposed Project: 3, 100-foot sections of sheet pile wetland protection sills
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by 01/04/2011 to 400 Commerce Avenue, Morehead City, NC 28557. If you
have any questions regarding the proposed project, please contact John Cece at (252) 264-
3901. When appropriate, in-depth comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
SIGNED
DATE
1367 US 17 South, Elizabeth City, NC 27909
Phone: [phone] FAX: [phone] ; Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer
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.
NorthCarolina
Naturallff
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Glen Jungen
2. LOCATION OF PROJECT SITE: The subject property is located approximately .25 miles
north of the west ead of Kitty Hawk Road (SR 1208) at 1352 Sound Landing Road in Kitty
Hawk, Dare County. The lot is located on the eastern shoreline of the Albemarle Sound
approximately 1.5 miles south of the Wright Memorial Bridge which carries US 158 from
Currituck County into Dare County.
Photo Index - 2006: 184-7265 (E16)
2000: 183-2148 (X14, X15)
1998: None
1995: 187-1974 (L19)
1989: 1-44-9 (S 10)
1984: 137-493 (P13)
1978: Missing
State Plane Coordinates - X: 2963629 Y: 860067
Rover File: C102714A US GS Map: Kitty Hawk (UL)
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - Aug 11, 2010 / Oct 27, 2010
Was Applicant Present - Yes / No
5. PROCESSING PROCEDURE: Application Received Complete - December 2, 2010
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Kitty Hawk CAMA Core Land Use Plan Update 2003-2004
Land Classification from LUP - Lower Density Residential
(B) AEC(s) Involved: Public Trust Area, Estuarine Waters
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Septic
Planned - None
(F) Type of Structures: Existing - Single family residence, pier structure
Planned - Sheet-pile wetland protection sill
(G) Estimated Annual Rate of Erosion: A few feet
Source - Applicant
7. HABITAT DESCRIPTION: [AREA, square feet (SF)]
FILLED EXCAVATED DISTURBED
(A) Estuarine Waters /
Public Trust Area None None 300 SF

Field Investigation Report
Glen Jungen - Kitty Hawk, Dare County
Page 2
(B) Total Area Disturbed: 300 SF
(C) Primary Nursery Area: No
(D) Water Classification: SB Swimming
Shellfishing Open: Yes
8. PROJECT SUMMARY:
The applicant proposes to install three 100-foot long sections of sheet pile wetland protection
sills.
Project Setting
The subject property is bordered by a ditch/canal to the east, Albemarle Sound to the west, and
single family residential lots to the north and south. The Joint Waters of Albemarle Sound are
classified as SB (Swimming) and are open to shell fishing.
The subject property contains a 100 - 200 foot wide strip of uplands located on the western
third of the 500-foot wide lot. The uplands are sandwiched between a large area of Coastal
Wetlands and U.S. Army Corps of Engineers' Section 404 wetlands located on the eastern two-
thirds of the property and a smaller area of wetlands located on the western edge of the property
along the shoreline of the Albemarle Sound. Elevations on the lot range from zero along the
shore of the Albemarle Sound to approximately six feet above NWL across the upland portion
of the property. Water depths near the shoreline average one - two feet.
The dirt/gravel Sound Landing Road is located on the western portion of the property's uplands
and runs in a north - south direction parallel to the Albemarle Sound. The Jungen residence is
located east of Sound Landing Road in the southwest quadrant of the property. A 120-foot long
pier is located directly west of the Jungen residence.
The uplands portions of the property are vegetated with Live Oaks (Quercus virginiana), pine
trees (Pinus species), Sweet Gum (Liquidambar styraciflua), Red Bay (Persea borbonia), Wax
Myrtle (Myrica species), Salt bush (Baccharis species) and other indigenous shrubs, bushes,
and small trees.
The Coastal Wetlands along the western property boundary are comprised primarily of Black
Needlerush (Juncus roemerianus) and Salt Reed Grass (Spartina cynosuroides), with patches
of Salt meadow grass (Spartina patens) and Common Reed (Phragmites australis).
The shoreline of the Albemarle Sound near the subject property is subject to strong southwest
winds in the summer and northwest winds during the winter, which, when combined with the
large fetches across the Albemarle and Currituck Sounds produce fairly large waves that are
eroding the Coastal Wetland areas along the adjacent shoreline. The erosion has created an
irregularly shaped shoreline where the Coastal Wetlands vary in width from less than 1 foot to
approximately 100 feet.
Field Investigation Report
Glen Jun,en - Kitty Hawk, Dare County
Page 3
To protect the Coastal Wetlands, the Jungen's applied for, and were issued, Major Permit #58-
00 on A-)ril 14, 2000 which authorized the placement of up to 1,000 linear feet of rip rap
immediately waterward of the erosion escarpment adjacent to the Coastal Wetlands located
along the shoreline of their property. In the 10 years since its installation the rip rap has
subsided and scattered which has greatly reduced its effectiveness. This has resulted in the
continued erosion of the local wetlands, including the formation of a few "erosion hot spots."
General Permit #55688A was issued to the Jungen's on August 8, 2010 to construct a 75-foot
bulkhead to protect a small portion of Sound Landing Road where the erosion escarpment had
advanced to within 20 feet of the road.
To further protect the uplands portion of the property and Sound Landing Road, the southern-
most 300-feet of shoreline on the Jungen's lot has been hardened with a bulkhead/retaining
wall located landward of the Coastal Wetlands. Portions of the properties to both the north and
south have also been hardened with bulkhead/ retaining walls located landward of the Coastal
Wetlands located along the shoreline of the Albemarle Sound.
Project Description
The applicant proposes to install three 100-foot long sections of sheet pile wetland protection
sills around the "erosion hot spot" threatening Sound Landing Road. The sills will be placed a
maximum of two feet above NWL to dissipate the large wind-driven waves that routinely affect
the local shoreline. The three sections will have two 15-foot overlaps separated by 5 feet.
The proposed sill alignment will connect across three Coastal Wetland peninsulas and enclose
two small coves located between the peninsulas. The southern-most cove that will be enclosed
by the proposed sills is approximately 7,500 SF in size and the smaller northern cove that will
be enclosed encompasses approximately 1,700 SF.
The proposed sills will be located an average of 70 feet beyond NWL in the southern cove and
a maximum of 100 feet beyond NWL measured from the base of the recently permitted
bulkhead. The sill located across the northern cove area will be installed a maximum of 55 feet
beyond NWL.
The applicant proposes to plant Coastal Wetland species behind the proposed sills. The
applicant states that the plantings "will occur in the early spring following breakwater
construction; plantings will include emergent species plugs in water 1' deep or less landward of
areas of breakwater construction. Species to include at least 2 of the 4 species listed: Spartina
alterniflora (Smooth Cord Grass), Juncus roemerianus (Black Needlerush), Schoenoplectus
species (Bulrush), Cladium jamaicense (Sawgrass), and Spartina cynosuroides (Salt Reed
Grass)."
Field Investigation Report
Glen Jungen - Kitty Hawk, Dare County
Page 4
9. ANTICIPATED IMPACTS
It is anticipated that the proposed project will have the following impacts:
• Disturb 300 SF of shallow bottom located in the Estuarine Water / Public Trust AECs,
• Enclose approximately 9,200 SF of Estuarine Water / Public Trust AECs,
• Create approximately 2,750 SF of Coastal Wetlands AEC,
• Create approximately 2,500 SF protected shallow water habitat that will be available for
colonization by local SAV beds,
• A review of available maps indicates that Shell Bank Point (Site Or13) is located
approximately 4,000 feet south of the subject property.
Submitted By: John Cece Jr. (252-264-3901 x234)
Date: December 9, 2010
Jungen Property Breakwater Narrative
CAMA Major Permitting
OCT 2 6 ',0
COASTAL MANAGEMENT
EL17ABETH CITY
October 22, 2010
The Albemarle Soundfront subject parcel is approximately 9 acres and is owned by Mr. Glenn Jungen.
The property is accessible from Sound Landing Drive (SR 1208) in Kitty Hawk Village, Dare County,
North Carolina. The parcel is the Jungen family homesite and includes their house, gravel drive,
bulkhead, a pier with a platform and boat slip and a gravel drive. The existing gravel drive runs parallel to
the Sound and crosses the Jungen property to provide access to the Twiddy property to the north.
There is a section of shoreline along the gravel road on the Jungen property that has experienced high
levels of erosion in the past. Recently, CAMA GP # 55888A was issued to Mr. Jungen to construct an
approximately 75 linear foot retaining wall parallel to the gravel drive to protect the drive from erosion and
collapse. The retaining wall was permitted and constructed adjacent to a steep erosive slope.
Waterward of the permitted retaining wall is an embayment area. Whereas areas surrounding the
embayment function as a living shoreline with riparian and emergent coastal wetland species, the area of
the embayment near the permitted retaining wall and erosion escarpment is not stable and there is not a
significant living shoreline. In shallow water in proximity to this area, there is an existing submerged rock
riprap alignment as shown on the Site Plan. This riprap is sporadic and inconsistent, and has likely
subsided and been strewn apart over the years. This feature does not effectively protect this shoreline.
In order to promote and enhance coastal marsh growth in the area of the eroded embayment, a free-
standing slotted vertical breakwater is proposed in the Sound across the mouth of the embayment. The
idea is to create a more quiescent area to promote coastal wetland growth and thereby stabilize this area
of shoreline.
The bottom type in the vicinity of the proposed breaker is a rippled sand, although there is some exposed
peat around the marsh edges. It is unknown what the lithology consists of, but shallow probing in several
locations suggests a blanket of sand 1-2 ft overlying a relatively thin layer of organic material or peat
before returning to a harder unit, presumably sand. During site investigations on September 1, 2010,
there were sparse patches of SAV (widgeon grass and sago pondweed) in shallow water and more
significant SAV growth in water greater than 2 ft. It is anticipated that a breakwater will contribute to
shallow water SAV growth from the protection it would offer.
The proposed breakwater as shown on the accompanying CAMA Major Site Plan will be pile supported
with timber wales and either vinyl or wood sheeting. There will be 1 inch gaps every running foot (or
equivalent) as well as a 5 foot opening in between two linear runs with a 15 foot overlap. If vinyl sheeting
is to be used, gaps will be a minimum of 2 inches wide (cut on the landward flange of each sheet), and
will be separated every 22-24 inches (depending on the vinyl manufacturer). The proposed maximum
height of the breakwater is 2 ft above NWL.
After construction of the breakwater, the intention is to perform coastal wetland species enhancement
plantings in water less than 1.25 ft deep. Due to the presence of a significant coastal wetland area to the
north and the south of the proposed breakwater area, there is a good seed supply, and many of the
desired species are expected to spread via rhizomes. All plantings will match local assemblages and will
include at least 2 of the following species: Spartina alternaflora (smooth cordgrass), Juncus roemerianus
(black needlerush), Spartina cynosuroides (big cordgrass), Schoenoplectus spp. (bulrush species) and
Cladium jamaicense (sawgrass). Coastal wetland plantings will occur in the Spring following breakwater
construction. Some SAV transplanting from donor beds or nursery tanks will also occur following
breakwater construction. The idea of this is to jumpstart the natural progression of vegetation that is an
integral component of a healthy living shoreline system. Monitoring of the plantings and the success of
natural generation of plants landward of the constructed breakwater will occur for at least three years
following the breakwater construction.
-A
RECEIVED
,cM Mr-1
APPLICATION for'; v
Major Development Permit COAELIZABETHACITMENT
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Jungen Property Breakwater
Applicant 1: First Name
Glenn MI Last Name
Jungen
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box
P.O. Box 415 City
Kitty Hawk State
NC
ZIP
27949 Country
USA Phone No.
252 - 457 - 1133 ext. FAX No.
-
Street Address (if different from above)
1352 Sound Landing Road City
Kitty Hawk State
NC ZIP
27949-
Email
2. Agent/Contractor Information
Business Name
Ouible & Associates, P.C.
Agent/ Contractor 1: First Name MI Last Name
Brian D Rubino
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
P.O. Drawer 870 Kitty Hawk NC
ZIP Phone No. 1 Phone No. 2
27949 252 - 261 - 330 0 ext. 240 ext.
FAX No. Contractor #
252 261 1260
Street Address (if different from above) City State ZIP
8 Juniper Trail Southern Shores NC 27949-
Email
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Form DCM MP-1 (Page 2 of 4)
ri?lC1VCU
FOCT 13
APPLICATION for
ajor Development Permit
3. Project Location COASTAL MAiNAuEMENT
TH CITY
County (can be multiple) Street Address State Rd. ff
Dare 1352 Sound Landing Road
Subdivision Name City State Zip LIA (LA
f JTTy }fif}Wt,( NC 27 9
Phone No. Lot No. (s) (if many, attach additional page with list)
- ext. Dare Parcel 011281000, , , ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Pasquotank Albemarle Sound
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 Albemarle Sound
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.
Town of Kitty Hawk
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
952 ft 395,089 sq.ft.
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
395,089 sq.ft., NWL (normal water level)
avg 6 ft ?NHW or ®NWL
(If many lot sizes, please attach additional page with a list)
e. Vegetation on tract
Uplands: Quercus spp., Juniperus virginiana, Liquidambar styraciflua, Morella cerifera
Wetlands: Juncus roemerianus,Spartina cynosuroides, Cladium jamaicense, Phragmites spp., Schoenoplectus americanus
f. Man-made features and uses now on tract
residential strucure, gravel drive, on-site septic treatment system, pier, bulkhead
g. Identify and describe the existing land uses adjacent to the proposed project site.
Residential and Undeveloped
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
VR-1 Low Density Village Resiential (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?
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2
110
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Form DCM MP-1 (Page 3 of 4)
r_1r_U1:1VEU
CCT 13
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? COASTAL MA?IAGEMEUT ®Yes ?No
-T-L: -
ELIZABETH CITY
(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.
on-site septic treatment system (conventional tank/drainfield)
o. Describe existing drinking water supply source.
Dare County Water Distribution System
p. Describe existing storm water management or treatment systems.
No SWMP; site is prediminantly pervious and proposed work does not include any impervious cover addition.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? []Commercial []Public/Government
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The purpose of this proposed work is to help stabilize a rapidly eroding section of shoreline and to enhance coastal wetland
growth that will further stabilize the shoreline. A CAMA GP has recently been issued for a retaining wall adjacent to the
existing gravel road that was in jeopardy from shoreline erosion. The retaining wall was constructed in September 2010.
The proposed breakwater is intended to help allow a healthy organic shoreline to exist in an area waterward of the permitted
retaining wall where a embayment has eroded.
-3' Cep t? aj?ie
The proposed breakwater alignment is„MFlinear feet. See site plan and photos
c. Describe the proposed construction methodology, types of construction equipment to be used du ing construction, the number of each type
of equipment and where it is to be stored.
vibratory hammer, timber piles and wales, vinyl sheeting, galvanized hardware
d. List all development activities you propose.
Marsh enhancment breakwater
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? 0 ?Sq.Ft 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.
There may be some existing surface runoff and there is no new proposed
i. Will wastewater or stormwater be discharged into a wetland? ?Yes EgNo ?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)
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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) - (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 Doug and Sharon Twiddy Phone No.
Address P.O. Box 369, Corolla, NC NC 27927
Name Betty Perry Moore Phone No.
Address 416 Yancy Court, Chesapeake, VA 23322
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 GP55888A, Jungen, 8/11/10
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 certify that the information provided in this application is truthful to the best of my knowledge.
Date 101 to Print Name (?::,rjcvA ?. R v?b?hv i CA14A* qo r &1et%r%WiA,,3e /?
Signature -
DECEIVED
Please indicate application attachments pertaining to your proposed project.
?DCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and ulvert
?DCM MP-3 Upland Development( 3 v'u
®DCM MP-4 Structures Information
I COASTAL MANAGEMENT
ELIZABETH CITY
252-808-2808 .. 1-888-4RCOAST „ www.nccoastatmanagement.net
Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
RECEIVED
COASTAL MANAGEMENT
ELIZABETH CITY
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 0This section not applicable
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
[]Commercial []Public/Government []Private/Community []Yes ?No
c. (i) Dock(s) and/or pier(s)
(ii) Number
(iii) Length
(iv) Width
(v) Floating []Yes ?No
d. (i) Are Finger Piers included? []Yes ?No
If yes:
(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:
? 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:
m. (i) Will the facility have tie pilings?
[]Yes ?No
(ii) If yes number of tie pilings?
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
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Form 01W.' ','.P- (Structures, Page 2 of d)
2. DOCKING FACILITY/MARINA OPERATIONS 0This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed prcject.
? Office Toilets R E C E I V E D
? Toilets for patrons; Number: ; Location:
? Showers I r'T
[I -.,,
Boatholding tank pumpout; Give type and location: " 4 ] 3 <
b. Describe treatment type and disposal location for all sanitary wastewater. COASTAL MANAGEMENT
ELIZABETH CITY
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
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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
(SIB), or other wetlands (W L)? 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.
13. BOATHOUSE (including covered lifts) ® This section not applicable
a. (i) Is the boathouse structure(s):
[]Commercial []Public/Government []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.) (0 This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g.,`wood, ` sheetpile, etc.) ?This section not applicable
a. Length 300 ft b. Average distance from NHW, NWL, or wetlands
varies (2-81 ft)
c. Maximum distance beyond NHW, NWL or wetlands
81 ft
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
[]Commercial []Public/Government []Private/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
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For DCAA W-4 (Structures, fac e 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines
b. Proximity of structure(s) to adjacent docking facilities.
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
d. Water depth at waterward end of structure at NLW or NWL
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 0This section not applicable
a. Give complete description:
Date
ZVtylo,pn
Project Name
Applic m
-e -??
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ApplicantSgnature

RECEIVED
OCT 13 2"
COASTAL MANAGEMENT
ELIZABETH CITY
252.808-2808 .: 1-888-4RCOAS`ii' :: vuvrvu..ncc, aasta#ra,anagemerat.net revised: 12/27106
MAJOR PERMIT FEE MATRIX
Applicant: 3-14A, &1L
Selection Development Type Fee DCM % DWQ %
(14300 1601 435100093 1625 6253) (24300 1602 435100095 2341)
1. Private, non-commercial
development that does not $250 100%($250) 0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
II. Public or commercial
development that does not $400 100%($400) 0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
III(A). For Private non-
commercial development, if $250 100%($250) 0%($0)
General Water Quality
Certification No. 3301 (see
attached can be applied:
III(B). For public or
commercial development, if $400 100%($400) 0%($0)
General Water Quality
Certification No. 3301 (see
attached can be applied:
III(C). If General Water
Quality Certification No. $400 60%($240) 40%($160)
3301 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:

. III(D). If General Water
Quality Certification No.
$400
60%
$240
40%
$160
(
) (
)
3301 (see attached) cannot
be applied:
IV. For development that
involves the filling and/or $475 60%($285) 40%($190)
excavation of more than
one acre of wetlands and/or
open water areas:
.f
f ~
~n Z} r
f; ; S ~ h o Q Z, y w
8"0 Butt (min.) x 14'L Timber Pile (TYP) 2" slot cut in front flonge A~OXIMATE ik ~ , g, 2 * to D' v N # O Z v;p
top 3' length (TYP) 404 WETLAND LIVE ~ ~ ~1 y z N a x
Bolt ' € ~
4 per Scob Block Virtyi Sheet Pile 0 t, ~ ~ ~ (n dl.I ~ L EXISTING SHO!`ELINE ~ d~ ~ rr~ ~ o ~ ~ ~ o C
sheeting connection (TYP) i~ EXISTING Sh 5/16"0x3" r ~ U v 8M E
SS lag screw - grade 304 2 per front & rear / , I' Aoc~° ~ A J~ W i p
flanges (T~') ..t i t S F- U ip e ~ C7Zz ;ac
U ` ~ ay ~ ~ ~ ° uNi w `f ,t 5 ~ e
F 0 ~ w" r ~ ~ $ w ~ off. v
7" ~ (9 > o r' ~ ~ Z z tip ) i w a
® s ®e ~ APPROX. EXISTING i~ ~ ~ ~
REMNANT RIP-RAP LINE d i'. g
~ Timber Bolt (PER HANDHELD Gf~ ~ q= 6x6 (TYP) GOORDlNATESJ
w/ Ogee Washer (rrn) NOTE: & Nut (TYP) ~ ) ' / ~F l ~ ~
GENERAL EXISTING RIPRAPALIGNMENT SHOWN; m ~ z
EXISTING RIPRAP l5 lNGONSISTENT AND PlEGES ARE Wove Direction SOMEWHAT SGATIERE7J r` ~ 1~~~ 1~,1~ It ~ ~ ~ SZ ~
O= ~'-'r.
V f~~ VIE o X -2.00 ~ ~ -2.00 F~'a~ \ s, ~ ~ ~
R,x~.l NTS p ~s~~l ~ W
*STRUCTURAL DESIGN BY OTHERS ~ tLr 00 '(1 i~ U ~ L ! {
O ~`~1~: c'•~ X- Yr~~~ 125 ' . t ~
NOTE: ~r,,,~, BREAKWATER TO HAVE 5 FT. OPENINGS EVERY 100 LN.FT. ' x -3.00 QO d x -1,00 r, I f N.T.S.
o QO ~,~'4.yo > , p ' F o o ~
Q~ ~ f W i
~„.r o r~ a o ,~~r ~ l~. o ~ ~a LEGEND: N a &~~aN~s~Z
x -2.75 x -2.50 d~> -2.00
x -2.OOx , § W Q r ~I ~ .,ss,~,.y,,m~.- EXISTING TREEUNE Qs ~~~aia~z~a gw_ go3
x -200 5 Cut 2" Slot in Wave '.a ~ - U I Q ~ ~ x2~' -EXISTING WATER DEPTtf ~ ~ q`~~~~$3z~
Outer Flange of Sheet Pile Direction X _2 ' ,V~, Top 3' Length (TYP) 6x6 (TYP) 9',,i"""• ` v~J z Oz ~ a- EXISTING 404 WETLANDS (APPROXIMATE) ~ '~t~~5at
ti~ Elev. +2.0 ~"0 Timber Bolts e~~I+~ x -L25 x -L25 ~ z ~ w z ? u a om~~~m s
w/ Ogee Washers '~'~'~"h'`~,
Elev. O.Ot 0.0 NWL tf~ p 3 ~ ~ tj ~ ~t 1 ~ -EXISTING RIP-RAP (APPROXIMATE) ~o cos
s 2 Bolt O 'iyer~ " Q z ~ p ~ ~ s~ -PROPOSED BREAKWATER ~ 2 ~r~~ 3 p z` a z f
4 er Scab Block r= , ~ r w ~ w ~ '~r4 -EX. RETAINING WALL
Countersunk (TYP) 6x6 Scab Block W ~1t'`~r;~'' (2 on each side tq ti(~~~~r-"'A~~~;i=-'ri
of joint) 24" Length PROPOSED BREAKWATER ~w°~ Positioned at Wale a ~ W ~ r.d~ ~ylo~k.-~ a ~ n ~ V
s lice TYP (3} 100' SEC110NS o° 8°~ Butt min.) x 14'L P ( ) -2.00
( Timber Pile ~ APPROXIMATE °ROXIMATE ~ ~ ' ~
4' o.c, (TYP) ~ COASTAL x -l.25 ~oASTAL X -r.25 x -l.oo ° t' No z v,
~ WETLAND LINE--~ • Vinyl Sheet Pile p LAND LINE' ~t~~M ~ ~ ~ ~ ~
~ (BASm oN o~ HANDHELD GPS IASED ON i ~ ~ 1. OWNER: GLENN & JANE 1'. JUNGEN ~ z 5 w wi4 o: DHELD GPS ~?,1.,~' ~ P.O. BOX 415 ~ ~
GOORDINATESJ 7f'DINATES~ ~ KITTY HAWK, NC 27949 ~ a
x -2.5G x -2.25 x -2,75 ;;~I~ 'e"' ~ ~ 2. NORTH ADJACENT PROPERTY OWNER: ~ a
F I L A TI X -3.00 x -2.0o x .oo DOUGLAS A• TWIDDY ~ ~';t~~~ ( ~ P.O. BOX 369 d
NTS X 2.00 ~ COROLLA, NC 27927 ¢ it
*S7RUCNRAL DESIGN BY OTHERS x 2.00 ~ ~ ~ ~~,~a ; 3. SOUTH ADJACENT PROPERTY OWNER: o w
X -1.75 X -1.00 3 ,~;:~M,,X 0~~ ~ ~~s DENNIS A PERRY ESTATE p o
8 ,,•~~A~~1~v? ~ C/0 BETTY PERRY MOORE o 0 ~.~~r~ ` ~ ~ 416 YANCY COURT Q Q
,rr ~ CHESAPEAKE, UA 23322 0 0
C 'I ~~ps~ ~ f' 4. F.f.R.M. ZONE: AE (EL. 8.0') NAVD 88 (PANEL 3720986600) & DATED ~ N
_O N t~~',s, ,t~,a.a"~ b~. ~ 2-20-06) j o
U ~ X -2,00 s SUBJECT TO CHANGE BY FEMA o ~
5, RECORDED REFERENCES: P.C. C, SL 11B DCR, D.B. 1508, PG. 153 ~ N d
- _ _ o ~ x -1.25 x -I,25 X -L00 f T' 6. INFORMATION SHOWN ON 7HIS PLAN TAKEN FROM AERIAL PHOTOGRAPHY Z
s s4'a' f~ } { OR APPROXIMATE LOCATION BY HANDHELD GP5 UNIT (AS NOTED}, THIS ~ INFORMATION IS NOT SURVEY GRADE INFORMATION AND SHALL NOT BE
w° ~ s' ~ CONSIDERED A SURVEY. ACCURACY fS NOT IMPLIED OR GUARANTEED. Q s„~,yi J ~+p'' ~ Z
r1 W. i" d„f,'" .r ~ 7. WATER DEPTHS SHOWN ARE BASED ON NORMAL WATER LEVEL. O
i .:rit,71.~ ~~2M1~ _ ~ `i~t; .t R. PROPOSED BREAKWATER: 300' TOTAL MAX. LENGTH; (3) 100' SECTIONS; Q
= J ' f fS~ ~ . lh l,'i.{ ~ 1~{ ~ ~ THERE WILL BE A 5' OPENING EVERY 100' AND A 15' OVERLAP U
~ , _ wi'_i t ,t' ~ ~i ~ 9. PLANTINGS:
~ ~~~~P~ ~ rI ~ TO OCCUR IN EARLY SPRING FOLLOWING BREAKWATER CONSTRUCTION; ~
x~,1 t-~ j ~a,~.~ ~E Z 5 ( PLANTINGS WILL INCLUDE EMERGENT SPECIES PLUGS IN WATER 1' DEEP Z r~'~~~' at~~ ~ ~ i OR LESS LANDWARD OF AREAS OF BREAKWATER CONSTRUCTION.
~x r ,1 e _ t.^~Pi~ , _ , =,a ~Tr ~~f' a ~ A. SPECIES (TO INCLUDE AT LEAST 2 OF THE FOUR SPECIES LISTED):
,',r~ ~i ~ Q 1. SPARTINA ALTERNAFLORA (SMOOTH CORDGRASS) • ~~~1~i `D~~~~ i`~} a ~ 2. JUNCOS ROEMERIANUS (BLACK NEEDLE RUSH)
- _ A OXIMATE WATER ~ PIN#: 9866-1B 31 6453 PPR ~~"il.: ~ ~ ~ 3. SCNOENOPLECTUS SPP• {BULRUSH)
DOUGLAS A, TWIDDY X 7 DEPTHS PER ~1_ a ~ 4. CLADiUM JAMAICENSE (SAWGRASS) ` ~
SHARON C. TWIDDY Z 5 HANDHELD GPS P.O. BOX 369 OORDIN,4TE5 , 5. SPARIINA CYNOSUROIDES (BIG CORDGRASS} B. SURVIVAL: PLANTINGS ARE INTENDED TO ENHANCE THIS RESTORATION
G COROLLA N.C. 27927 D.B. 1004, PG. 487 t" EFFORT AND THE BREAKWATER IS INTEGRAL TO THIS PROCESS TO
r~~i,T t - =S ~ CREATE A QUIESCENT ZONE. EIvIERGENT PLANTINGS AND NATURAL GENERATION WILL BE MONITORED FOR AT LEAST THREE GROWING
~ 'n"~ti~ ' ~ SEASONS FOLLOWING BREAKWATER CONSTRUCTION, IN ADDIT10N TO ~ EMERGENTS, SAV IS ANTICIPATED TO GROW LANDWARD OF THE
~F~ f RESTORATION AREA AND IT'S GROWTH WILL ALSO BE MONITORED. ~
4... x 275 -2.25 ' '
x 200 ar x .00 - ' ~ ~ 00 4. 1 A~Pi?OXIMATE w
x -2.75 X -L75
PROPOSED BREAKWATER (3) 100 W.FT. SEC110NS PXI5AA~6 ,
t2ETAlNlAfS hfAl.L 2008 AEi2lAL ! ~ ~ ~ ~ ~ o ( ~
~'NOTOC~RAPHYJ - 4; (m~J
4~-. O h .r
AL6E UND N/F p •~~~~4ti,:- ~
PIN~: 9865-06-39-4772 JANE 7. JUNGEN TRUSTEE APPROXIMATE ~''~.r`~ ~f ~ t ~
P.O. BOX 415 ' 1~. ~ COAELIZFIBE~H~CITMENi
KI1TY HAWK, NC 27949 COASTAL .,~,r,~, a"~~ D.B. 1508, PG. 153 WETLAND LINE 1 :i•*„ ~ r I ~
P.C. C, SL 116 (BASED ON (LOT 1 DENNIS A PERRY ESTATE) ~ APPROXIMA7E ) `4,
HANDHELD GPS ~Pr; ~Pr, I ;r 404 WETLAND LINE
GOORDINATESJ w °°f ;wa. w~f ~wa, ,5
r~~~~.,,.. ~y , ~ .
1`*, _ ""a ,l ~ ~ ~ v r I ~ Z
i,~'t= {
I, EXISTING DOCK , ~
(PER ZO08 AERIAL . ~
PHOTOGRAPHY) k
N/F
PIN#: 9865-06-39-7447 _ TTY NNE PERRY MOORE . BE A '~`~~Lr~ coM~lsslau No.
~4 ~ iy DIANE PERRY WHEELER - P10050
CAROL PERRY CORBIN ~~t 416 YANCY COURT ''~r~ GRAPHIC SCALE DESTf>'N® 9Y
CHESAPEAKE VA 23323 D.B. 1252, PG. 702 APPROX. EXISTING CDR 20 0 to 20 'w pRAl~d DY
P.C. C, SL 11B REMNANT R(P-RAP LINE ~`;s _ a - ~ DDR TES
(L07 2 DENNIS A PERRY ESTATE) ~ , ~ I ~:~..._.r..._ CHECKED BY
GOORDINATESJ ~.s i (1N FEET) CDR
,'`~„~r; 5 d. 'a 1 inch = 20 fk ISSUE DALE
,.~JNNGEN RESIDENCE 9/16/10
EXISTING 5HOR11/NE
ASED ON 2008 AERIAL APPROXIMATE A'oxi>~r~ ~ ~ SHEET N0.
~Erorn~~A~HYI ~ I ~ \ LOCATION OF EXtS ATION OF EXISTING` ~
RE AININI NYALI (rrnJ RE AININI 4Y~LL"
ADJACENT PROPERTY OWNER I I PER 2006 ALRL 'ER 2008 ALIAL
P TOGf?APNYI scALE: t: zoo' ~ . Pf I~TOGRAPNY) !
0
DRAWING FILE: P10050-CAMA-MAAJOR.DWG OF SHEETS
PLOT SCALE: 1:20