20100992 Ver 1_CAMA Application_20101124

2 0 1 0 0 9 9 2
A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director Secretary
November 23, 2010
MEMORANDUM
NOV 2 4
TO: Cyndi Karoly
Environmental Biological Supervisor oENR-wATERQUnun
yVETUNDS ANO STORM ATER MAW"
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Mary Dawn Judy, Robert & Susan West, Jacqueline Poteate & Amelia
Green, in partnership with the NC Coastal Federation
Project Location: southwest side of Hatteras Harbor, Pamlico Sound, Hatteras, Dare Co.
Proposed Project: riprap sill along shoreline & create 0.27 acres of Coastal Wetlands
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by 12/14/10 to 400 Commerce Avenue, Morehead City, NC 28557. If you have
any questions regarding the proposed project, please contact Claudia Jones at [phone].
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.
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
1367 US 17 South, Elizabeth City, NC 27909
Phone: [phone] FAX: [phone]; Internet: www.necoastaimanagement.net One
NorthCarohna
An Equal Opportunity 1 Affirmative Action Employer Natural J
Field Investigation Report
Durant's Point-Hatteras, Dare County
Page 4
The sill will be constructed by a local marine contractor. A vacant bulkheaded lot at the
southeast end of the harbor will be used as the staging area, from there the contractor will
use shallow draft barges and an excavator to load, transfer, and place the riprap at the
project site. The applicant proposes to utilize a turbidity curtain to minimize turbidity.
The applicants are anticipating receiving a waiver from the 15 ft riparian property setback
from the State of North Carolina for State property adjacent to the Poteate property;
however, it has not been received as of the date of this report.
Anticipated Impacts
• Construction of the sills will result in the filling of 5025 sq ft of Public Trust Area and
and Estuarine Water bottom AECs.
• The proposed project will result in the replacement of 5,725 sq ft of shallow bottom
with 6,000 sq ft Spartina alterniflora Coastal Wetlands if the project is successful.
• The proposed project will potentially result in a temporary disturbance of 6,000 sq ft of
Estuarine Shoreline for grading in preparation for planting Spartina patens.
• The proposed project will directly impact several stands of SAV, however, this loss will
be mitigated by the fact that the sill may allow additional SAV _to establish in the
project area due to a reduction in sedimentation and because the applicants are
proposing to take cores of the substrate where SAV will be covered due to
construction of the sill and transplant these cores elsewhere in the project area.
• The construction will result in temporary disturbance during construction.
Submitted by: Claudia Jones
Date: November 22, 2010
MAJOR PERMIT FEE MATRIX
NL Oc?.( 'Fed, M
A licant: Y 6" m U,?4,
Selection Development Type Fee DCM % DWQ %
(14300 1601435100093 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:
H. Public or commercial
? development that does not
involve the filling or $400 100%($400
-n 0%($0)
l
excavation of any wetlands m
or open water areas:
III. For development that LU!U
involves the filling and/or
DENR-WATER QUAM
excavation of u to 1 acre NDSANDSTORIYIPJATER
?E"iI?
Y
of wetlands and/or open ,
.
water areas, determine if A,
B, C, or D below applies:
III(A). Private, non-
E] commercial development, if $250 100%($250) 0%($0)
General Water Quality
Certification No. 3490 (See
attached can be applied:
III(B). Public or commercial
? development, if General $400 100%($400) 0%($0)
Water Quality Certification
No. 3490 (See attached)
can be applied:
III(C). If General Water
? Quality Certification No. $400 60%($240) 40%($160)
3490 (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
$160
40%
)
( (
)
3490 (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:
RECEIVED
uC i 1
COASTAL MANAGEMENT
ELIZABETH CITY
Project:
DURANT'S POINT
SHORELINE STABILIZATION PROJECT
Hatteras Township, Dare County, North Carolina
Project Narrative
Applicant:
to IL L P!OV2A
-2010
DENR • WATER QUA UTY
VVLANDS AND STORLit^;ATER BRANCH
MaryDawn Judy, Rob and Susan West,
& Jaqueline Poteate & Amelia Green
In Partnership With
The North Carolina Coastal Federation
Prepared By:
The North Carolina Coastal Foundation
128 Grenville St.
Manteo, NC 27954
and
Bissell Professional Group
P.O. Box 1068
3512 N. Croatan Highway
Kitty Hawk, North Carolina 27949
October 13, 2010
PROJECT INTRODUCTION
RECEIVED
OCT 15
COASTAL MANAGEMENT
ELIZABETH CITY
The Pamlico Sound estuary is the second largest coastal estuarine ecosystem in the United States. It
supports a wide array of commercially and recreationally important fisheries. Along the western edges of
the Sound's barrier islands, coastal marshes provide essential habitats for many species of fish and
waterfowl. Located along Durant's Point in Hatteras, NC an extensive marsh system has formed
providing a natural, de facto sill, aiding in the dissipation of storm and wave energy, while protecting
water quality, fisheries habitat, and the Hatteras Harbor. Being exposed to a lengthy fetch of open sound
waters (25 - 45 miles), this point often experiences elevated levels of wave energy which have resulted in
high rates of erosion and, in recent years, loss of coastal marsh.
Durant's Point is a privately owned, uninhabited point of land that has long been used by Hatteras
residents as a community destination for fishing and swimming. It also serves to protect the village and its
fishing heritage by buffering Hatteras Harbor during storm events. Along the southern tip of the point a
bulkhead and riprap revetment have been constructed by the Army Corp of Engineers to protect the
harbor entrance. The intent of this project is to continue and extend protection to Hatteras Harbor by
creating a living shoreline that will connect to the Corp's structure.
The North Carolina Coastal Federation (NCCF) has partnered with three area landowners as well as the
engineering firm Bissell Professional Group to design a living shoreline to restore the coastal marsh,
protect private property and continue protection of the harbor. Living shorelines stabilize estuarine
shorelines while maintaining the connectedness of upland and intertidal habitats, thereby preserving
natural ecological processes and providing valuable and increasingly scarce estuarine habitat.
A grant awarded to the NCCF in FY 09 from the National Oceanic and Atmospheric Administration's
(NOAA) partnership with Restore America's Estuaries (RAE) has allowed for the design of this sill. The
design proposes construction of a -335 foot rip-rap sill, which, when complete, will provide protection
for, and enable the creation of, approximately 0.27 acres of coastal marsh. The project is anticipated to be
constructed in (2) phases due to the need to secure grant funds for the project. By applying for the whole
project in one CAMA permit we are better poised to receive and implement the grants as they become
available. A second grant from the NOAA-RAE partnership has been secured for the implementation of
Phase I of this project in FY 10.
CONSTRUCTION OVERVIEW
nLUEI VCll
E_E:1
C
OASAL RANA ENIEW
ELIZABETH CITY
Establishing a new coastal marsh in a high wave energy environment such as this requires two stages of
construction. The initial stage will involve the construction of an off shore rip-rap sill to reduce wave
energy, thereby creating an environment conducive to establishing aquatic vegetation. After the sill is
installed, a period of time is then given to allow the area to stabilize. The next stage will bring about
actual planting of the coastal wetland vegetation. The following are detailed descriptions of each stage:
Rip-Rap Sill Construction
Approximately 335 lineal feet of shore-parallel, low profile, rip-rap sill will be constructed approximately
30' off the existing MHW shoreline of the project site. Stone will be composed of NCDOT Class II
granite rip-rap, weighing between 25 - 250 lbs and measuring between 9 - 23 inches. Prior to placement
of the riprap a geotextile filter fabric will be installed to reduce scouring and uneven settlement. The sill
will have an average bottom width of 13' (15' max), an average top width of 3 (5' max), side slopes of
2:1(H:V), and an average toe to crest height of 2.3'. Initially the crest may extend 8 -12 inches above the
MHW elevation, however, after settlement, it should average approximately 6 inches. To allow for fish
passage and water circulation drop downs will be provided at an interval of 1 every 80'. The open width
of each drop down will be approximately 5'-7' at the MHW elevation. Yellow reflectors, extending a
minimum of 3' above MHW, will be placed along the sill at 50' intervals. See construction drawings for
further details.
The sill will be built by a local marine contractor. Since the shoreline is not readily accessible by land
rip-rap will be delivered by the supplier to a nearby staging site located in Hatteras Village. The
contractor will use shallow draft barges and an excavator to load, transfer, and place the riprap at the
project site. Shallow draft barges enable access as well as minimize disturbance to existing benthic
habitat. There have been some stands of SAV observed within the footprint of the proposed sill. To
minimize impacts to the SAV, NCCF proposes to take cores of SAV in areas where it may be impacted
by the sill just prior to construction. Sill construction is anticipated to occur in late winter/early spring
which is also when most SAV will be dormant/have senesced. The cores will be stored and after
construction is complete will be transplanted back to the site to restore SAV that had been impacted. In
addition, a turbidity curtain will be provided during construction to ensure minimum sedimentation
disturbance. Some minor grading of the upland shoreline with a track dozer may take place as needed to
create appropriate planting depths landward of the newly installed section of sill.
Phase 1 of the sill construction is anticipated to occur during the late winter/early spring of 2011
(depending on issuance of the permit). The construction barge is anticipated to be on-site for at least one
week but no more than 1 month. In the event of inclement weather or tropical storms, the barge and
equipment will be removed from the site and berthed in Buxton. Phase 2 will be constructed in a similar
manner as funding becomes available.
Coastal March Construction
Approximately 0.27 acres of coastal marsh will be restored or enhanced along the 335 linear feet of
Durant's Point shoreline. In total, for both phases, the acreage will be split thus: -.14 acres coastal marsh
above NWL and -0.13 acres coastal marsh below NWL. The fringe marsh above NWL will be planted
with S. patens (on 1-1.5' centers.) and below NWL will be planted with S. alterniflora (on 1-1.5'
centers.). Scripus americanus, Juncus roemarianus, or another appropriate coastal marsh species may also
be used to add diversity to the marsh plantings and restore the shoreline. The first year the marsh will be
planted with approximately 8,000 coastal wetland plants. These plantings will stabilize the shoreline and
connect to existing marsh. The plant species and zonation selected mirror the vegetation found in the
adjacent fringe marsh systems. The shoreline to be planted has a natural gentle slope that lends itself to
planting without the need to grade or bring in additional fill. However, the site is very dynamic and
should it change drastically between when the initial shoreline profile was taken and the implementation
of the project some minor grading of the site may be necessary. No fill will be brought in and no existing
coastal marsh will be disturbed.
It is anticipated that initial planting of Phase 1 will occur in spring of 2011 with a follow up planting in
the spring of 2012 and 2013. Phase 2 will be constructed in a similar manner as funding becomes
available. Additional maintenance and plantings will occur on an as needed basis, see monitoring and
maintenance section below.
MONITORING AND MAINTENANCE
As part of the grant requirements, annual monitoring of both the sill and marsh will take place. These
monitoring results will be made available to any agency wishing a copy. NCCF's experience with this
type of marsh restoration is that it may take several years of follow-up plantings to get the marsh fully
established. Typically 50% plant success is expected after year one and 80% success is reached after a
second year of planting. NCCF is committed to the successful establishment of the marsh grasses, success
of this project and implementation of all phases as funding allows.
COMMUNITY OUTREACH AND EDUCATION
This project will engage student and community volunteers through classroom activities and restoration
work. Local students will be involved in NCCF's year long environmental education as well as
participate in the restoration activities of the project. They will receive hands-on and classroom lessons
about the importance of estuaries, estuarine marshes, and water quality. They will assist in marsh grass
planting activities. Community volunteers and college groups will help round out the restoration by
supporting the marsh planting efforts. This work is made possible through a grant from NOAA's
Community-based restoration partnership with the Restore America's Estuaries.
PROJECT SUMMARY
As a direct result of this project, approximately 0.27 acres of coastal marsh habitat will be restored or
enhanced along 335 linear feet of Durant's Point shoreline, creating a "living shoreline" planted by
volunteer groups. The waterward edge of the newly planted marsh will be protected by a low-profile rip-
rap sill which will buffer the marsh from erosion. This restored marsh will enhance and promote adjacent
shoreline salt marshes, riparian maritime forests and shrub thicket. The restored, enhanced and protected
marsh and riparian shoreline habitat all will support finish, crabs, shellfish, as well as migrating
shorebirds, and other wildlife. In addition, the project will serve to preserve the fishing culture and
heritage of Hatteras Village by protecting its harbor.
RECEIVED
e" i 15
COASTAL MANAGEMENT
ELIZABETH CITY
Primary Applicant/ Landowner Information
Parcel PIN: 958519712942
Name: Gregory A. and MaryDawn Judy
Mailing Address: 3694 NC Hwy 33 East
Chocowinity, NC 27817
Physical Address: 3694 NC Hwy 33 East
Chocowinity, NC 27817
Phone Number: [phone]
Fax Number: N/A
Email Address: [e-mail]
Parcel PIN: 958519713947
Name: Robert A. and Susan B. West
Mailing Address: P.O. Box 52
Buxton, NC 27920
Physical Address: 46731 Flowers Ridge Rd.
Buxton, NC 27920
Phone Number: (252) 995 - 4131
Fax Number: N/A
Email Address: [e-mail]
Parcel PIN: 958519714008
Name: Jacqueline Burrus Poteate and Amelia Burrus Green
Mailing Address: 2105 W. Admiral Dr.
Virginia Beach, VA 23451
Physical Address: 2105 W. Admiral Dr.
Virginia Beach, VA 23451
Phone Number: (757) 412 - 4495
Fax Number: N/A
Email Address: N/A
RECEIVED
OCT , 5
COASTAL MANAGEMENT
(See Attached Authorization to Act as Representative Forms)
RECEIVED
AUTHORIZATION TO ACT AS REPRESENTATIVE FO M 5
COASTAL MANAGEMENT
PROPERTY LEGAL DESCRIPTION: ELIZ:46ETH CITY
LOT NO.: N/A BLOCK NO.: N/A SECTION NO.: N/A
SUBDIVISION: N/A
PARCEL ID: 958519712942 - Dare County - Hatteras
STREET ADDRESS: N/A
Please print:
Property Owner: Mary Dawn M Judy
Property Owner: Gregory Anderson Judy
The undersigned, registered property owners of the above noted property, do hereby authorize
Mark S. Bissell of Bissell Professional Group to,
(Contractor / Agent) (Name of consulting firm)
1. Act on my behalf and take all actions necessary for the processing, issuance and acceptance of
permits and/or certifications and any and all standard and special conditions attached.
2. Enter the property to obtain site information including inspections with regulatory agencies (North
Carolina Division of Coastal Management, North Carolina Division of Water Quality, U.S. Army Corps
of Engineers, etc.) for the purposes of obtaining permits and/or certifications.
Property Owner's Address (if different than property above):
3694 NC HWY 33 E Chocowinity, NC 27817
Telephone: a 2-
We hereby certify that the above information submitted in this application is true and accurate to the
best of our knowledge.
Authokzed-Wnature and Title ! I 1 / IAuthorizl d SrRnature4nd
Date: L-O v Date: (? v
RECE'VEp
AUTHORIZATION TO ACT AS REPRESENTATIVE FOR ry
PROPERTY LEGAL DESCRIPTION:
L?A ANAGEM ENT
LOT NO.: N/A BLOCK NO.: N/A SECTION NO.: N/A ETH CITY
SUBDIVISION: N/A
PARCEL ID: 958519713947 - Dare County -Hatteras
STREET ADDRESS: N/A
Please print:
Property Owner: Robert A. West
Property Owner: Susan B. West
The undersigned, registered property owners of the above noted property, do hereby authorize
Mark S Bissell , of Bissell Professional Group to,
(Contractor / Agent) (Name of consulting firm)
1. Act on my behalf and take all actions necessary for the processing, issuance and acceptance of
permits and/or certifications and any and all standard and special conditions attached.
2. Enter the property to obtain site information including inspections with regulatory agencies (North
Carolina Division of Coastal Management, North Carolina Division of Water Quality, U.S. Army Corps
of Engineers, etc.) for the purposes of obtaining permits and/or certifications.
Property Owner's Address (if different than property above):
P.O. Box 52, Buxton NC 27920
Telephone: Gie-1 J-- q 13 )
We hereby certify that the above information submitted in this application is true and accurate to the
best of our knowledge.
A-,., ->-d-- --? 6. vim- 0 ?,??
Authorized Signature and Title Authorized Signature and Title
Date: ?5- I 1 ? ? ?-v , a Date: .1
! RECEIVED
AUTHORIZATION TO ACT AS REPRESENTATIVE FOR
PROPERTY LEGAL DESCRIPTION:
LOT NO.: N/A BLOCK NO.: N/A SECTION NO.: N/A COASTALIZABETN CITYENT
SUBDIVISION: N/A
PARCEL ID: 958519724008 - Dare County - Hatteras
STREET ADDRESS: N/A
Please print:
Property Owner: Jacqueline Burrus Poteate
Property Owner: Amelia Burrus Green
The undersigned, registered property owners of the above noted property, do hereby authorize
Mark S. Bissell , of Bissell Professional Group to,
(Contractor / Agent) (Name of consulting firm)
Act on my behalf and take all actions necessary for the processing, issuance and acceptance of
permits and/or certifications and any and all standard and special conditions attached.
2. Enter the property to obtain site information including inspections with regulatory agencies (North
Carolina Division of Coastal Management, North Carolina Division of Water Quality, U.S. Army Corps
of Engineers, etc.) for the purposes of obtaining permits and/or certifications.
Property Owner's Address (if different than property above):
2105 W. Admiral Dr. Virginia Beach, VA 23451
Telephone: 7,5Q- q/a-qg 9L
We hereby certify that the above information submitted in this application is true and accurate to the
best of our knowledge.
A horized Signa re a d Titl
Date: 2y
Y
A horize Signature and Title
Date: T Z4 2,616
RECEIVED
gem MP-1
APPLICUION for
OCT 15 2010 :-?
1111dor Development Permit COAELIZABETH CITYENT
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
N/A Project Name (if applicable)
Durant's Point Shoreline Stabilization Project
Applicant 1: First Name
See Attached List of Landowner Information MI Last Name
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
ZIP Country Phone No.
- - ext. FAX No.
- -
Street Address (if different from above) City State ZIP
Email
2. A ent/Contractor Information
Business Name
Bissell Professional Group
Agent/ Contractor 1: First Name MI Last Name
Mark S. Bissell, P.E.
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box city State
P.O. Box 1068 NC
ZIP Phone No. 1 Phone No. 2
27949 252 - 261- 326 6 ext. - ext.
FAX No. Contractor #
252 261 1760
Street Address (if different from above) City State ZIP
3512 N. Croatan Hwy. Kitty Hawk NC 27949-
Email
[e-mail]
<Form continues on back>
252-808-2808 .. 1-888-4RCOAST :: www.nccoastaimanagement.net
Form DCM MP-1 (Page 2 of 5)
rTR-E-CEI vED
APPLICATION for
Major Development Permit
3. Project Location
COASTAL ATANAGEMENT
County (can be multiple) Street Address tLVAK? TH CITY State Rd. #
Dare N/A N/A
Subdivision Name City State Zip
N/A Hatteras NC 27943-
Phone No. Lot No. (s) (if many, attach additional page with list)
N/A - - ext. See, Attached, Landowner, Info, & Plans
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
} ANSa uaYAA) Pamlico 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 Pamlico 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.
Dare County
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
700 I.f. +/- Soundfront shoreline 57,600 sq.ft.+/-
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
32,886 sf, 14,309 sf, 10,367 sf, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 5 ft.+/- ®NHW or ?NWL
e. Vegetation on tract
Vegetation consists of wax myrtle, red cedar, groundsel tree and other scrub-shrub thicket species. Patchy upper marsh
areas consist of Spartina patens, Juncus roemadanus, Scirpus sp. and other fringe marsh species. No rare or endangered
species will be negatively impacted by the proposed work.
f. Man-made features and uses now on tract
All three parcels are vacant with an existing rip-rap revetment along portion of soundfront shoreline of Judy property..
g. Identify and describe the existing land uses adiacent to the proposed project site.
Northern adjoining properties on the peninsula are also vacant. Properties to the east, across the harbor, are primarily
composed of typical marina development. Properties to the south, across the harbor inlet, are primarily soundfront
residential.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
NH - Natural Historic District (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>
252-808-2808 1-888-4RCOAST www.nccoastainianagement.net
Form DCM MP-1 (Page 3 of 5)
RECEIVED
c ',-
OCT 15
APPLICATION for
Major Development Permit
M. (i) Are there wetlands on the site? ®Yes ?No
COASTAL MANAGEMENT
(ii) Are there coastal wetlands on the site? ELIZABETH CITY ®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 storm water management or treatment systems.
None
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ?Commercial ®Public/Govemment
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The project includes a shore parallel, low profile, rip-rap sill located approx. 30' off the existing shoreline with constructed
wetlands extending from the landward side of the sill up to the existing line of upland vegetation along the shore. The intent
of the improvements are to provide stabilization and protection to the existing shoreline which has experienced high levels of
erosion and provides protection to the Hatteras community harbor. Parts of the project may be used as a non-traditional
county park. Once wetlands are established, operation and maintenance are anticipated to be minimal.
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.
Based on anticipated construction costs the project will likely be developed in phases. Rip-rap will be delivered to the project
site by a shallow draft barge, off loaded and placed by excavator to form the sill. After the sill is installed the process of
wetland establishment will begin during an appropriate season. Minor regrading of the planting area may be required to
provide a sutiable substrate and appropriate planting depths for the establishment of wetland vegetation. See attached
Project Narrative for furhter details.
d. List all development activities you propose.
Construction of approx. 335' l.f. of, 2.3' high, Class II Riprap sill with 5'-7' wide drop downs provided every 80'. Construction
of approx. 0.27 acres of wetlands utilizing native species.
e. Are the proposed activities maintenance of an existing project, new work, or both? New Work
f. What is the approximate total disturbed land area resulting from the proposed project? 30,000+/- all restoration of coastal
marsh ®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.
No anticipated upland generated discharges. Efforts will be made during contstruction to reduce the amount of disturbance to
the sound bottom.
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.
252-808-2808 .. 1-888-4RCOAST .. www.necoastaimanagement.net
Form DCM MP-1 (Page 4 of 5)
RECEIVED
r,,;^T ,
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) - (t) 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 North Carolina State University -Real Estate Office - C/O Ralph Reochie Director Phone No. 919-515-3235
Address Primrose Hall Box 7230 Raleigh, NC 27695
Name Ann and Warner Perry Phone No. 252-986-1267 or
252-482-4792
Address 58155 McLeskey Ln. Hatteras, NC 27943 or
213 Queen Anne Dr. Edenton, NC 27932
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.
N/A
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 49/- Print Name
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
252-808-2808 1-888-4RCOAST .. www.necoastaimanagement.net
Form DCM MP-1 (Page 5 of 5)
®DCM MP-4 Structures Information
RECEIVED
L OCT 15
COASTAL MANAGENIENT
ELIZABETH CITY
APPLICATION for
Major Development Permit
252-808-2808 1-888-4RCOAST www.nccoastalmanagement.net
IlOV-??-2GilJ 14:35 From:DCN-DI•rr ECITY 2522543723 c 2261176E °.2/3
Form DCM MSS-2
X AVATIO 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
Appllcation that relate to this proposad project. Plcase include all supplemental information.
desrrihe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel
(NLW or Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
Breakwater shoreline
NWL stabilization

Length
Width (L?
Avg. Existing

Depth NA -' NA
Final Project
'
Depth 'NA. NA
a.
:XCAVAT-10 .
Amount of material to be excavated from below NHW or NWL in
cubic yards,
c. (i) Does the area In he excavated ? ovde coastal wetlandsimarsh
(Cw), submerged aquatic vegetation (SAV), shelf bottom (SB),
or other wetlands (WL)? If any boxes are chocked, provide the
number of square feet affecled.
Dew USAV ?5a -
?WL ?None
(ii) Dc :aibo the purpose of the exravoUon in Ilcse areas:
IRThis section not appllcablo
b. Type of material to be oxavzled.
d. High-ground excavation in nutrir yards.
2. D1SP.0SAL OF EXGAVA.T8D MATERIAL
X rtiis seclion7nof applicawL
a. Location of disposal area b. Dimensions 0(disposal area.
G (f) Do you claim Title to dispusaf area?
0Yes ?N) ONA
(G) if no. attach a letter granting permission from the owner.
e. (1) Does the disposal area include any coastal wapandsimarch
(CW), submerged aquatic vegetation (5AV), sholl bottom (SB),
or other wetlands (WL)? If any boxes Fire checked, provide the
number of square feet affected.
[3CW l]SAV ?5B
(AWL ?Nune
(ti) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area he avadoblc fur future maintenance?
[QYns []No ONA
(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 affoctnd?
2;.?-St7i>>-:.AOS .. 1-ti:•:F,-?F
Cpt+ 1` :. ?v?w?ti_nccosr;crtr,t.':rtis:??rMeriC.rrUf.

T0:2522E117ED P.3/3
FIOV-22-201u3 1:35 From:UChl-G!'IF ECiT`( 2522E4372=
r onn x,{•.31': I.i: -` t :X.^.?',(_?i:''^
3. SHORELINE STABILIZATION
(If dfevelapment is a weed groin, use MP-4- St?rucfures)
a. Type or sncraline stabilization: r
?e,ulkhead [311tprap 1lemakwatedsili ©Othcr.
c Average distance v.afurwsrd of NHW or NWL:
r
a. Type of stabilization material.
Cities Lr ?' 1r
y- Number of square feat of fill to be planed below water level.
Bulkhead hackfill Riprvp
BrcakwatodSill6Ca;5 h Olhor.EDq
[]This section not appflcabie
b Length.
Width: Li-
d. Maximum distanca w iton a(d of NH'N ur NWL-
f. (I) Has there been shoreline erosionduru{y preceding 12
months?
)?yas []Nn t]NA
(ii) if yes, state amount of erosion aoo source of erosion amount
infunnation,
-41 F?';V-L/o, t1?iZ ?'f?
h. Type of rill maiorial.
i' Soul-cc of till material.
HER F1U ACT14/ITI1=S E
T
"O
4 tins secflortnot Applicable
,
,
.,
;(Ezcluding Shoreliie StatilizaGonj, , • • • _ ?V-
a. (i) Wit fill material bu brought to the site? ;$Yos D No ?NA h. (i) Will fill material be placed to coastalwetlandslmarsh (CW),

o
submerged aquatic -9alation (5AV).. shop bottom (Se}, ar
1f yes, f ft
other wetlands (W L)? If any hnxea are checked. piovBsua
f
a
d
C Amount of material to be placed in the water
H} ecte
f
.
number or square feet
(iii) Dimensions of fill area x T, 2 / AVG. (ApFayX.) QCW [)SAV ?SB
(w) Purpose of rill OWL []None
• Czt=k Tc: 9tJrT??SL? -> ?J???Cr r?7t' (Ii) Desrrihe 6ho purposu of the 1111 in these areas:
• ab7ibN? AS Ncel?tir? ?•;a.?( ?.Go2f'aC?'NC. _
OF VELA {Jt? SI ZL7
? i4r?'?lGk7lviV ?r?Q?2+4r1-/VL >>-vI?
? ..
_

5. -0ENERAL
U. How will excavatod or fill material be kept on site and cronion b. What type of ConslNClion equipment will ors used (e g.. dragMe,
backhne, or hydraulic drudge)?
controlled?
.?II.(? C?f1J?r .-Tl?? PA!?GU VA7VfL _...-

c. O Wili naviuaGonafaids be required as a result of the proloct? if. (t) Will wetlands be crossed in transporting equipment to project
%No []NA
site? []Yez
WYes ?No [INA
(it) if yes. explain what type and how they will be implemented. '
(ii) If yes, explain slopit thal will be taken to avoid or minimize
environmental impacts.
50 pr J,( e.uft5.4L.Dy6 TttC Sll.L?' _
r~ a? A rr??A) ,muM OP 34T-
Data
Prnject Namo
Apptic nt N e
Ap can W01-
....? JrE »F-c13 :. 'f..-..1:{1.ii L:?,1?bT .. Y- l?d,.` :)r,p t;y.._:'?_r?".,^:?i r?,K [.n`om'". rtl. Fc V!7>•t s: :: _M ?btt
Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
RECEIVED
ri i-.7 1
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 FACILITYWARINA CHARACTERISTICS ®This 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
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/27106
Form DCM MP-4 (Structures, Page 2 of 4)
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. RECEIVED
El 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.
OCT 15
STAL 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
revised: 12/27/06
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement-net
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
?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 ?Public/Government []Private/Comm nity
(ii) Number COASTAL MANAGEMENT
(iii) Length ELIZABETH CITY
(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 fe.g., wood, sheetpile, etc.) ?This section not applicable
a. Length 335 I.f. b. Average distance from NHW, NWL, or wetlands
30'
c. Maximum distance beyond NHW, NWL or wetlands
38'
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.)
? ,,%AnA.7RnA •• 1.RAR-4Rr-na!4T www..nnnnn?talmanaaement.net revised: 12/27/06
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.
1, N/A
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
Open Waters
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.
Yellow reflectors extending 3' above MHW at 50' intervals
along sill.
d. Water depth at waterward end of structure at NLW or NWL
1_8'
RECEIVED
OCT 15 Lvi
COASTAL MANAGEMENT
ELIZABETH CITY
8. OTHER - pThis section not applicable
a. Give complete description:
The project will include the installation of approximately 335 lineal feet of low profile, shore parallel, rip-rap sill located
approximately 30 feet off the existing MHW shoreline of the project site. The sill will be constructed of NCDOT Class II Riprap,
with an average bottom width of 13' (15' max), an average top width of 3 (5' max), side slopes of 2:1(H:V), and an average toe
to crest height of 23. The crest of the sill will extend approximately 6 inches above the MHW elevation. A geotextile filter
fabric will be utilized beneath the riprap. Drop downs will be provided at an interval of approximately 1 every 80'. The open
width of each drop down will be approximately 5' -7' at the MHW elevation. Yellow reflectors, extending a minimum of 3'
above MHW, will be place along the sill at 50' intervals. Due to potentially high construction costs the project will be
constructed in phases, (2) are anticipated. The first phase will begin by tying the proposed sill (with a drop down) into the
northern end of the existing riprap revetment located at the project site. The second phase will be constructed as required as
funds become available. After the sill has been installed (or any phase there of), but prior to wetland construction, a period of
several months will be provided to monitor results, allow sediment to accumulate landward of the sill, and await the proper
planting season. Depending on the amount of sediment accumulated over this period, minor grading may need to take place
landward of the sill to create a sutiable substrate for the establishment of wetland vegetation. If material is required, it will be
clean native sand obtained from the adjacent upland shoreline. Native wetland plant species will be utilized in the
construction of the wetland. Nearby stands of marsh were studied to determine the proper planting elevations for the various
species. The INC Coastal Federation will conduct the initial wetland planting and perform follow up maintenance and
inspections to ensure growth. (See attached Project Narrative for additional details)

252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12127/06
~ ~
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09 N , TN ELIZABETH CITY ~ `u34~~a ~p IL a x.,.u.
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' Hatteras TO PROJECT SITE ~
~d.g~ GAS
G°~~~" Caa~ COUn~v Qa~.~`~ . ~t~r~ o4n~ \ PROJE i2 ~~4P'~+p 1 1s~a4 ~a'
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/ \ Ocracoke Island ~ a-za-~ r = ~oooo,
CESIGNEG: CHECKEG;
/ Pamlico Sound zo,ooo~ o io,ooo o io,ooo~ 'zo,aoa~ ao,~o~ ao,ooo~ i/I CI N I TY .MAP ~P~ TSB onnwN: n~GV~G:
DMK BPG
SHEET;
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SCALE 1" = 20,000'
QF CAQ FILE;
~n 3t .a /J5~ ~ _ ~ _ PnrtGmnuth Island
43KNUUB 1
PROJECT NO,
4389

--1
W
Z
Z
Q
t --
Li -I
J
Z
w
0
in
LY
EXISTING BULKHEAD
EX. SHORELINE (DATE/ELEV. AS NOTED)
--- FIRST LINE STABLE NATURAL VEGETATION
- -- - - - - - - -(ID- - - - EXISTING GRADE CONTOUR 9-9-09 (NAVD 1988)
'"- POSSIBLE CONSTRUCTION PHASE LINE
EXISTING RIPRAP REVETMENT
;F
PROPOSED RIPRAP SILL
o v o a o 0
.# k
"# k k kx k '� r x
# k k x PROPOSED WETLAND PLANTINGS
x k k X
k •k # # X
NOTES -
1. EXISTING SITE FEATURES AND GRADE/BATHYMETRY CONTOURS BASED ON A FIELD
SURVEY OF THE SITE PERFORMED BY BISSELL PROFESSIONAL GROUP ON 9/9/09.
2. SHORELINE LOCATIONS BASED ON FIELD SURVEYS OF THE SITE PERFORMED BY BPG
ON 9/9/09 (HIGH) AND 10/23/09 (NORMAL).
3• THE SILL HAS BEEN DESIGNED AROUND GUIDANCE OUTLINED IN i5A NCAC 0TH
SECTION .2700 "GENERAL PERMIT FOR THE CONSTRUCTION OF RIPRAP SILLS FOR
WETLAND ENHANCEMENT IN ESTUARINE AND PUBLIC TRUST WATERS."
4. THE MEAN HIGH WATER ELEVATION IS REFERENCED DUE TO THE PROJECT SITE'S
PROXIMITY TO HATTERAS INLET.
5. THE MEAN HIGH WATER ELEVATION IS AN APPROXIMATION BASED ON NOAA TIDAL
DATUMS FOR OREGON INLET MARINA, PAMLICO SOUND (CONVERTED TO NAVD 88)
AND A STUDY OF VEGETATION INDICATORS FOUND AT NEARBY MARSH.
1
/ I \
i
I- - - - - - - -
� t
l
- TOTAL LENGTH - 335 LF*
-' z
w
10 !
=5 t
o o z /
--,. rtn vl� I 15 RIPARIAN SETBACK
PROVIDE DROP DOWN 75'AVG. CREST LENGTH x v p-- ______ 70' CREST LENGTH (WAIVER REQUIRED)
{
C1� t % /
SEE DETAIL) a () /
C ��"` (• ; "}, aV �1-,,, TIE PROPOSED SILL TO EXISTING /
l'"'(~ RIPRAP REVETMENT WITH A DROP
(TYPICAL PHASE L)
DOWN SECTION. PROVIDE A IN
q q q q o JT
MINIMUM OPENING OF 10' q
r ` ( /
(`� n _., q WIDTH BELOW MHW ELEVATION.
!�..- ..
q - .- - .- ..- - - -ti - - - •a m-. X Y4 •y, I �.�J �' _ - - "i .i /
t k t V 4 }
• ° "� !•_ "�j""---�•`-g1�.-�.-'�rr.,...`a _ �h .� �� f1,j , d` h y q . M4 � N! G KR "moo - x v rt + x -x +x 4rX, +� ' •F XF++ % � +x -x^ .YF,+ ' i+ - x:� -x 7. Ya K + � Y+ r + _ ff r � XY x�- + Y++ +x xd+ t. •r. a .xF+ �. 1. �+ O.t.+ . 1R .+ .r r��E- Y.1+xx ' +1-� y + ax �- � Y + .a + Y xAPAROX++ � Y y s. Y a x + a• % F�-
Y.
T£R ELEV �
EXISTING , y, ++ y+ Y•x + %E Y h +
----~
`
----- .- - --
RIPRAP REVETMENT "- vS
.11
11
+ + x + a f _ + Y• e Y Y- WATER LEVEL ELEU 0.30'* (10-23-09) + s s mwmo
q Rj 1 # Rr- 1+ i Y X + + �' + X Y• 7• 'F -F, Y• F + + •yC Y. % Y• °F X Y. -F + + -R. •oom R f t 1 1 1
ti -F + x r + •� + �- + ->• x -� •s` x x + x + + f Y. z t jxmm ' I .e.... ,�.a• , ." ,� ff• r ¢ �f t t s" �" r R r
e+ 1,,"" � i % 1 1 Y '� t f •t. 1 i. i 1 '� i t; o f -t F r i i 1» f i i meefr"n t 1 1 ,Harms I f f i i i l a s emsm 1 1 1 r t �
r. + * s a x + + f t + F x + + x x + + y + + t + + + w APPROX. MHWL ELEV. 0.5'�+ Y' Y. ° � ° a .,, ° • � �'•``• ° • ° \1 ° - \ "^.'^'.`�1`j✓j; q>>../i' . '`+�+ n _ `Y•` - t+ +'" �'1 +°!.',.,�F.!•..�.�,�.Y.,Y,~.• ,y,"�" ' +. _.Pt- +_ ' R - +R - '� +' 1 t_R� Y't:.r_ Y--i-'fia,x•t-"+"Yt--Y-- xY�°-F R°° -•r++.x^C+ ""FFY• -} _yx� x f x +'�ak Y_ -,F+ _fYes.,. e--xX ^_��'x-Y + •� J• +-+Y ��+j � - 1 +y - xx't..Yma_+• +y _. ^ +Y _-h x. , -+. a- , +' h_ -.1„. ���•._�y, X +` r..• y_,+ x •P.��.F+ -+y ,° ia,x '1 •.-..1 w�a�e .F- -yR• _ y Y�- .� �x {9�+�19W�0•�9)i• -Y Xt x .+,' Y" "'^ -'f X Yy..t X, A•�
"_-•-_t _: w -.-_r "•_. _ � _
Y.
- . -� _ _
_�� _ _ _ �_ _ - --®_
�..-..... .®... -
. . m
9-9
..�- -
x 1 ,1 + 'L x $, , - - - - - -- - - - _ - - -..-.-,
"HIGHWATEREVEL - - _ - _ - - - - - _ _ - _ - - - - - - - - - .
x xBENCHMARK ®�- _ _ _.-_ - ._�. -- .--
EXISTING IRON ROD EXISTING - - _ - - - - - - - -- - - - _- - -
NAD 83 (2007) HORIZONTAL COORDINATES RIPRAP REVETMENT _ - - - - - - - -
N 551843,061CK/HATTE -
ODENRAS `
'
E 2987162,29 �``
NAVD (1988) VERTICAL COORDINATES .. ° BENCHMARK -
EXISTING IRON PIPE ESTABLISH WETLAND VEGETATION-{�-
fl ® HARBOR 1.85' NAD 83 (2007) HORIZONTAL COORDINATES LANDWARD OF PROPOSED SILL
MARINA - TION
E 2987374.79 TYPICA OSECTIONN 552063.49 SEE SHRLINETDETAZIL FOR
NOW OR FORMERLY NAVD (1988) VERTICAL COORDINATES FURTHER INFORMATION.
' • ,� MARY DAWN JUDY 2.67'
PIN: 958519712942 R
NOW OR FORMERLY
ROBERT A. WEST
PIN: 958519713947
PROVIDE YELLOW REFLECTORS
EXTENDING 3' ABOVE MHW AT 50'__,_l
INTERVALS ALONG SILL
AVG, BOTTOM ELEV.: -1.30'*
CREST HEIGHT AT INSTALLATION MAY
BE HIGHER TO ALLOW FOR SETTLEMENT.
AVG. SILL CREST ELEV.:1,0'
APPROX. MHW ELEV.: 0.50'
I l t mm 1 9 1 mmI l® t .1 i f 1 1 1 "t!» i! f
APPROX. MLLW ELEV.: --0.66'®
Im ! I t ta0s1 1 i 1 emaR 1 3 1 w1 s I t i wo III
AVG. EX. BOTTOM ELEV.: -1.3'* ,e
FILTER FABRIC- 11 /\ N
FILTER FABRIC SHALL BE 8oz. WOVEN GEOTEXTILE
TYPE OR APPROVED EQUAL. FABRIC SHALL BE
PROPERLY ANCHORED AT TOE OF SILL. AS
SHOWN, A MLN. 3' OVERLAP SHALL BE PROVIDED
AT ALL SEAMS ALONG LENGTH OF SILL.
PROVIDE DROP DOWNS AT
LOCATIONS SHOWN ON PLAN
ELEV.:-0.7'+
RIPRAP SILL DROP DOWN DETAIL
MCATIZ50 AS NOTED " TO SCALE
13' BOTTOM WIDTH TYPICAL (15' MAX
SHORELINE STABILIZATION TYPICAL SECTION
LOCATION AS NOTED NOT TO SCALE
RIPRAP SHALL CONSIST OF CLEAN FIELD) STONE OR ROUGH UNHEWN QUARRY
STONE AND BE FREE OF LOOSE SEDIMENT OR ANY POLLUTANTS. THE STONE
SHALL BE SOUND, TOUGH, DENSE, AND RESISTANT TO THE ACTION OF AIR AND
WATER. STONES SHALL VARY IN WEIGHT FROM 25 TO 250 LB EACH, AT LEAST
60% SHALL WEIGH A MLN. OF 100 LBS EACH AND NOT MORE THAN 57. SHALL
WEIGH LESS THAN 50 LBS EACH,
LESSER WEIGHT STONES SHALL BE PLACED IN THE INTERIOR (CORE) AND
HEAVIER WEIGHT (15OLB+) STONES PLACED ON THE EXTERIOR (ARMOR).
PHASE
v LENGTH OF SILL
VOLUME OF STONE TONNAGE OF STONE
AREA OF PATENS
AREA OF AILTERNIFLORA
1
(3) SECTIONS - 258 LF.
172 CU•YD.* 384 TONS*
4,300 S.F.*
4,150 S•F.*
2
(1) SECTION - 77 LF
52 CU,YD.* 116 TONS*
1,700 S.F.*
1,575 S.F.*
TOTAL
(4) SECTIONS - 335 LF.
224 CU.YD.* 500 TONS*
6,000 S.F.* (0.14 AC.)
1 5,725 S.F.t (0.13 AC.)
PROPOSED PLANTING TERRACE
(AS REQUIRED)
UTILIZE CLEAN NATIVE SAND MATERIALS OBTAINED FROM
MINOR REGRADING OF THE UPLAND SHORELINE. ACHIEVE A
FINISHED GRADE ELEVATION OF -0.5' MSL.* OR ABOVE TO
CREATE A SUITABLE SUBSTRATE FOR THE ESTABLISHMENT
OF WETLAND VEGETATION.
l !-.,......• ,
3
NOW OR FORMERLY
JACQUELINE B. POTEATE
PIN: 958519714008
NOW OR FORMERLY
STATE OF NORTH CAROLINA
PIN: 958520725207
NOW OR FORMERLY
RICHARD ANDERSON MIDGEiT
PIN: 9 5851 672851 8
GRAPHIC SCALE
• ••
5.00
DATUAf ELEV
0, 00 NAVD 88
GROUP SECTION
SECTION AA
( IN FEET )
i inch = 30 ft.
-5.00 360
0,00 20,00 40,00 60.00 80.00 100.00 120.00 140,00 160.00 180,00 200,00 220.00 240,00 20'0.00 280.00 300,00 320.00 340.00
CROSS SHORE SECTION A -A
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• 40%, 7 HAWK HAWR HAWR HAWR HAWK 94%, 9 / . } 45%a (7) 55%a 45%a {7 74%a 8 7036, {8) / RUMA / y j 15%a (6) r f 5-10%a (5} RUMA' ` " - _ , _ _
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3O%w (7) 20%a 6 HAWR t-2%a 3 1-27a 3 HAWK t-2%a {3 HAWK } 80%w 9 t f SOEITARf (t}~ 0-1%, 2 RUMA 9 HAWK r f 5-SO%, (5} ~ ~I
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64%w 8 ( PROPOSED 4%a {4) HAWR / RUMA ~ t RUMA RIPRAP SIII HAWK HAWK RUMA RUMA ti t 30%a 7) 2-5%a (4) 2-5%a , 2-5°1a (4) t f
SOItTARY, 1 HAWK 74%a 8 35~, 7} HAWK t _ _ ,,,1 HAWK HAWK r HAWR ~ . ~ _ ~ HAWR ~ _ - ,
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P2-5 _ P2-4 P2_3J 2
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BASE POINT r - ~ r
5
6ENCHMARK ~ _ ~ _ _ _ _ _ _ _ _ _ _ _ r _ _ - EXIS11N0 IRON PIPE r°-t ;
NAD 83 {2047) HORIZONTAL CODRDINATES _ -
N 552063.49 NOW OR FORMERLY E 2967374.79
MARY DAWN JUDY NAND {198$) VERTICAL GOORDINATE5 gyp{ 2sT "``~~t
PIN: 95$519712942 P~~I k~4 ~I
S
NOW OR FORMERLY
ROBERT A. WEST FIN: 956519713947 NOW OR FORMERLY U w
JAC4UELINE B. POTEATE a a
PIN: 956519714006
Eb
NOW 4R FORMERLY SUBMERGE QATI EG TI IIS~4tt~ SURVEY E . .
STATE OF NORTH GAROLlNA r, ' . • .o° PIN: 95$520725207
• • ' • . . • NOW OR FORMERLY • SAV SURVEY TRANSECT - (3o Mi'TERS TYPICAL}
RICHARD ANDERSON MIDGETT [j TRANSECT DATA POINT (n
39, . ' i • ~ • ' , PIN: 95851872$516 (SEE DESCRIPTION BELOW} z p
• , • O TRANSECT BASE POINT
BASE POINT CODES: ~ ~ PCSS: PRE-CONSTRUCTION SILL SITE -PHASE 1 CONSTRUCTION SITE ~ w
(TRAN5ECT5 SURVEYED 7/22/2010, BASE POINTS GPS GONflRMED W/ AD~157MENTS) W ° NMC: NATURAL MARSH CONTROL -CONTROL SITE
(TRANSECTS SURVEYED 7/22f2010, BASE POINTS GPS CONFIRMED}
PC$5-1 P2: PHASE 2 -PHASE 2 CONSTRUCTION SITE & BALANCE TO NMC SITE (TRANSECTS SURVEYED 8/26f241O, BASE POINTS APPROX. OFF NMC &PCSS TRANSECTS}
4
"°.w SAV SURVEY DATA POINT - (t METER= QUADRAT TYPICAL} °
• P LEGEND ' ' ~ . . ~ HAWR - INDICATES PRESENCE OF SAV ~
• 75-95~, (9) DATA P01NT DE I~QN
I I + ~ { I + I + + ~ EX. SWORELINE (RATE AS NOTED} ' 'y „ • ~ SPECIES C©bE PERK CENT COVER, (NCVS COVER CLASS) a ~ ' ~w
. ,g....... - EXISTING GRADE CONTOUR 9-9-09 (NAND 19$6} (NOTEMUETIPUi DATA p01NF DESCRIPTIONS REPRESENT ESUL31Plli SPECIES OF 5A4 YdTN(N OUADRAI) 1 ~f ~ .
• SPECIES CODES:. ~ "
~:~~t ~:w~::~.~.~.,a POSSIBLE CONSTRUCTION PHASE UNE ~ HAWR - HALODULE WRIGHTi1 " RUM( - RUPPIA MARIIIMA
ADEN S ®CKIHATTERAS • ZOMA - ZOSTIRA MARINA ~ ~ t~t ~ ~ f g,
AI A ARB ' PERCENT COVER: SPECIES COVERAGE PERCENTAGE AS N4TEO ~ ~~t;la~y~~~~`,p~' r
EXISTING RIPRAP REVETMENT AS NOTED P b O b b P ~taakaM~"~t•b',"'i1' ® NCVS COVER CLASS. REFERENCE PEST ET AL 1998 OATS: Rq~,' , 5~'Al G, 'r~
® - INDICATES NO SAV FOUND 9-27-10 ~'f3 °~~;?~9't~~ 30'
~c ~ ,r° ~ v ~ ~ ~ - PROP+7SED RIPRAP SILL AS NOTED aeslcr~o: CIlBCKEOr
' _ ~ . GENERAL. SURVEY NOTES: BPG MSB
• 1. BOTTOM TYPES ACROSS THE SURVEY SITE WERE OBSERVED TO BE A MIXTURE OF SAND AND MUDFLAT, oRAlm: narROVEa
' WITH SOME LOOSE SHELL WITHIN 5 TO 10 METERS OF THE MHW SHORELINE. D~IK BPG 2. NO WATER TEMPERATURE OR SALINITY MEASUREMENTS WERE TAKEN AT THE TIME OF THE SURVEY. SHEET:
GRAPHIC SCALE 3. SUBMERGED AQUATIC VEGETA110N DATA BASED ON FIELD SURVEYS PERFORMED BY RACHEL GITTMAN,
GRADUATE STUDENT OF THE UNIVERSITY OF NORTH CAROLINA AT CHAPEL HILL IN51171YTE OF MARINE
ao o 15 3a so- 1za SCIENCES. THE SURVEYS WERE PERFORMED TO MAP SEAGRASS HABITATS AS PART OF AN EVALUATION OF ~ aF 3 FISH UTILIZATION OF NEARSWORE HABITATS BEFQRE AND AFTER THE CONSTRUCTION OF MARSH S1LL5,
rur IAICAL5t1ATEAAI nrenolern urornnl Ic ocllrvcn 'rrt !7C ArrlloATC WnuJCVCG pCtl! Inlr aaAt<rc nin rnncne.
Y WARRANTY AS TO TrE ACCURACY, COMPLETENESS, OR CURRENCY OF THE CONTENT THIS INFORMATION ~43$900B
( IN FEET } DOES NOT SUPERCEDE OR REPLACE THE ORIGINAL DATA IN WHICH IT WAS CREATED FROM AND IS PROJECT NO.
1 inch = 30 ft. INTENDED AS A GRAPHICAL DEPICTION FOR THE PURPOSES OF COMPARISON.
4389