20061917 Ver 2_CAMA Permit Application_20110606

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Ly -WY TA NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson
Governor Director
06/01/2011
MEMORANDUM
TO: Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA Permit Application Review
Applicant: PELICAN POINTE ASSOCIATION, INC.
Dee Freeman
Secretary
JUN 2011
1
W?NR ? ?A?Ft SAL
Project Location: Pelican Pointe Village off NC 344S, Weeksville Hwy, Elizabeth City
Proposed Project: Bulkhead, 40 docks w/slips, community dock ext/21 slips,
Extend boat ramp & add adjacent finger pier
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 06/22/2011 to 400 Commerce Avenue, Morehead City, NC 28557. If you have any
questions regarding the proposed project, please contact Kelly Russell 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
1367 US 17 South, Elizabeth City, NC 27909
Phone: [phone] FAX: [phone]; Internet: www.nccoastalmanagement.net
DATE
An Equal opportunity \ Affirmative Action Employer
NorthCarolina
AMIZrallf
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Pelican Pointe Association, LLC
2. LOCATION OF PROJECT SITE: Pelican Pointe Village (off NC 344S), Pelican Pointe
Subdivision, Pasquotank County, adjacent to a manmade canal to the Pasquotank
River.
Photo Index - 2006: 237-7740 (A-11) 2000: 237-1909 (J-13)
1995: 167-1712 (J-19) 1989: 127-6 (L-12) 1984: 121-751 (1-4)
State Plane Coordinates - X: 2828105.65 Y: 928847.89
Elizabeth City, NC, L.R.
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 5/20/2011
Was Applicant Present - no
5. PROCESSING PROCEDURE: Application Received Complete - 5/26/2011
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Elizabeth City
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PTA
(C) Water Dependent: yes
(D) Intended Use: private
(E) Wastewater Treatment: Existing - city sewer system
Planned -none
(F) Type of Structures: Existing - damaged bulkhead, boatramp, 2
community piers
Planned - bulkhead replacement, boatramp
addition, finger pier, community pier addition, and
40 shoreside docks
(G) Estimated Annual Rate of Erosion: 1 ft/year
Source - applicant
7. HABITAT DESCRIPTION: [AREA]
DISTURBED FILLED SHADE

(A) PTA 320 sq. ft.
68,720 sq. ft.
(B) PTS 50,640 sq. ft. 300 sq. ft.
(C) Other
(D) Total Area Disturbed: 119,980 sq. ft.
(E) Primary Nursery Area: no
(F) Water Classification: SC Open: no
Pelican Pointe Association
Field Investigation Report
Page 2
8. PROJECT SUMMARY: The applicant proposes to construct 3,376 ft of new
bulkhead, to construct (40) 6 ft. by 12 ft. docks with 40 boat slips, construct a 8 ft.
by 498 ft. community dock extension and add 21 boat slips, to extend the existing
boat ramp by 10 ft. in width and 16 ft. in length and construct a 4 ft. by 20 ft. finger
pier adjacent to the boat ramp within an existing manmade canal system.
Proiect Setting
The location of the proposed development site is within an existing 26 acre residential
subdivision, just north of the US Coast Guard Air Station, off NC 344S Weeksville Hwy,
Elizabeth City, Pasquotank County and on a manmade canal that leads to the Pasquotank.
River. The development site is Pelican Pointe Village which is located within the larger Pelican
Pointe Subdivision. The property has an elevation of approximately 7 ft. above normal water
level (NWL) and the soils within the area mainly consist of a very fine sandy clay loam.
The entire subdivision currently is developed with 98 residential homes, 30 of which are within
the village. The existing structures on the site consist of paved roads, underground utilities,
two wooden community docks, a concrete boat ramp and 506 ft. of existing damaged
bulkhead. The adjacent properties are developed with residential homes and have
unprotected shorelines. The vegetation on the tract mainly consists of maintained Bermuda-
type grasses. Existing permits that were issued to the original developer whom is no longer
involved with this project include CAMA major #160-03, SWMP SW 7021029 and SW
70212030, SESCP DLR #Pasqu- 2003-004, 401 Cert # 031217, USACE GP # 197800056.
There are no known archeological sites or geologic formations associated with the property.
The waters of the Pasquotank River are classified as SC by the Division of Environmental
Management and are closed to shellfish harvesting. Water depths within the canal range from
-4 ft. to - 7 ft. in the center of the canal.
Development Proposal
The applicant proposes to construct 3,376 ft. of new wooden bulkhead. Of this 3,376 ft.
of bulkhead, 506 ft. would be constructed to replace existing damaged bulkhead and 2,870
ft. of bulkhead would be constructed to stabilize unprotected shoreline. The bulkhead
alignment is proposed to approximate NWL. The
of erosion per year.The adjacent shorelines
shoreline are experiencing approximately 1 ft.
to the east and west of the proposed bulkhead are not currently stabilized. The applicant
also proposed to construct (40) 6 ft. by 12 ft. docks to accommodate one boat slip each
adjacent to the proposed bulkhead. Thirty docks would be fo?trans transient The clanalr
property owners to purchase and three of the
width ranges from 36.3 ft. near the existing boat ramp to 119.6 ft. as it leads to the
Pasquotank River. The proposed docks are more than 78 ft from the nearest adjacent
riparian property line. The development proposal also includes connecting two existing
community piers into a single, longer community pier and adding additional slips to the
community pier. The existing piers are 8 ft. by 112 ft. each with 8 existing slips. The
expansion would add an additional 498 ft. in length (making the total structure 8 ft. by 722
ft.), and would add an additional 13 slips (making the total number of slips 21).
Pelican Pointe Association
Field Investigation Report
Page 3
The applicant also proposes to modify and upgrade the existing boat ramp area. The
modification would include adding an additional 16 ft. in length to the boat ramp and 10 ft. in
width. The existing boat ramp is 10 ft. by 30 ft. The additional length of the ramp is needed
due to water depths which are approximately 4 ft. in the boat ramp area. The proposed
upgrades to the ramp area also include a 4 ft. by 20 ft. finger pier along side the boat ramp
to assist users in launching their boats.
Anticipated Impacts
The proposed bulkhead alignment will result in no filling of Public Trust Area (PTA) Areas of
Environmental Concern (AEC) however, approximately 50,640 sq. ft. of land disturbance will
occur in the Public Trust Shoreline (PTS) AEC.
The proposed docks, finger pier, and pier expansion will shade approximately 68,720 sq. ft.
of PTA AEC. The boat ramp modifications will fill approximately 320 sq. ft of PTA AEC and
approximately 300 sq. ft. of PTS AEC. Temporary water turbidity will occur during construction.
Submitted by: Kelly Russell
Date: May 26, 2011
MAJOR PERMIT FEE MATRIX
Applicant: PELICAN POINTE HOA
Selection Development Type Fee DCM %
(14300 1601 435100093 1625 6253) DWQ %
(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 a lies:
III(A). Private, non-
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) 40%($160)
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:
CAMA Major Permitting
Pelican Pointe Association, Inc.
Pelican Pointe Village
Revised May 9, 2011
Existing Conditions
RECEIVED
MAY 7 6 2oji
COASTAL MANAGEMENT
ELIZABETH CITY
Pelican Pointe Village is part of an existing Planned Unit Development (PUD) residential
community with 98 residential homesites situated on an approximately 26.08 acre property in
Elizabeth City, Pasquotank County, North Carolina. The subject property contains
approximately 24.13 acres of highground/uplands and 1.95 acres of man-made canals. Prior to
creation of the PUD, the subject property existed as agricultural farm fields. The canal system
extends around three sides of the subject property and leads to the open water of the
Pasquotank River. The vicinity map on CAMA Major Map Sheet 1 as well as the 1"=300' scale
map on Sheet 2 shows this navigable connection and the canal system.
Existing infrastructure on the site includes finished roads, underground utilities, 30 houses, two
existing wood docks, a concrete boat ramp, 506 linear ft of existing timber bulkhead which
needs replacement and a stormwater management system.
Existing State Permits that were issued to the original developer whom is no longer involved
with this project include:
• CAMA Major 160-03 (11/4/03, modified on 7/10/07)
• SWMP SW7021029 and SW 70212030 (9/25/03)
• SESCP DLR No. PASQU-2003-004 (9/17/02)
• 401 Cert no. 031217 (10/9/03), USACE GP no 197800056 (10/6/03)
Water depths in the canal were measured and plotted by Quible in January 2011 and are
depicted on the CAMA Major Site Plans. On January 21, 2011 Brian Rubino of Quible met with
Ms. Kelly Russell, DCM field representative, for a pre-application meeting. During this meeting,
the existing site conditions were reviewed and discussed. Following the meeting, the current
location of the NWL was surveyed in and depicted on the CAMA plans.
Proposed Work
Proposed work to be permitted under a CAMA Major includes:
• 3,376 ft of bulkhead
• (37) 6'x 12' private docks
• (3) 6'x 12' transient slips
• expansion of the two existing community piers into a single, longer community pier/dock
(total expansion 498') making the total combined length 722'(21 new community slips)
• extension of the existing boat ramp approximately 16' further into water and 10' wider
• (1) 4'x20' boat ramp staging pier
• Tree and scrub vegetation cutting of canal overhangs and landscape-related vegetative
removal and replanting
The private slips will available to the first 37 property owners of Pelican Pointe Village that
would like to purchase an easment from Pelican Pointe Association, Inc. for their own private
pier and boat slip. The community pier will be predominantely used for interior lot owners for
personal recreational boat mooring, but waterfront owners will also be able to utilize the
community pier. This will be managed by the HOA and may include dues or fees from those
who utilize the pier, which will go toward maintenance and upkeep. Most people in this area are
interested in pontoon boats, but -there will also be small center console outboard boats and
skiffs.
The existing man made canals will be utilized for the purpose of providing water access and use
by owners of Pelican Pointe. Canal footprint dimensions (length and width) will not be altered in
association with this project. For shoreline stabilization purposes, a new bulkhead is proposed
along the entire project side of the canals as shown on the plan. All docks and piers proposed
will be timber pile supported. Piles will either be driven or jetted in place. All structures will be
elevated a minimum of 3' above NWL and constructed by a qualified marine contractor after a
pre-construction meeting with the appropriate DCM field rep.
2
DCM MP-1
APPLICATION for
Major Development Permit
(last revised 12127/06)
RECEIVED
P.Y i 6
t LIZABETH CITYENT
_TA MANAU North Carolina DIVISION OF COASTAL MANAGEMENT

1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Pelican Pointe Association, Inc. Pelican Pointe Village
Last Name
Applicant 1: First Name MI
Thomas
Robert
Vice-President
Applicant 2: First Name MI Last Name
Sawyer
Danny
Vice-President
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
702 Elizabthe City NC
ZIP Country Phone No. FAX No.
27907 USA 757 - 234 - 1888 ext. - -
Street Address (if different from above) City State ZIP
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 d/fferent from above) ('Ity State LIP
8 Juniper Trail Kitty Hawk NC 27949-
Email
brubino®quible.com
252-808-2608 -, 1-688-411'OAST ., wwiw gas;coastairnanage-,Ynent.no-t
'Form DCM MP-1 (Page
RECEIVED
MAY 1 cc
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address ELIZABETH CITY State Rd. #
Pasquotank 345
Subdivision Name city State Zip
Pelican Pointe Village Elizabeth City NC 27909 -
Phone No. Lot No.(s) (if many, attach additional page with list)
ext. see existing PUD on plat, , ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Pasquotank man made canals that connect to Pasquotank River
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 Pasquotank River
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.
Elizabeth City
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
4,689 ft 1,051,046 sf land, 85,179 sf canal (Total 1,136,225 sf)
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
98 privately owned house footprints (all other land is NWL (normal water level)
common area), avg 7' ?NHW or ®NWL
(If many lot sizes, please attach additional page with a list)
e. Vegetation on tract
Majority of land consists of maintained bermuda-type grasses. This was formerly an agriculture field area. The edge of the
canals include some shrub and tree species including wax myrtle, pine species, groundsel bush and southern red oak. This
growth is sporadic and does not consist of mature trees.
f. Man-made features and uses now on tract
Roads, underground utilities, 30 houses, two existing wood docks, a concrete boat ramp, 506 linear ft of existing timber
bulkhead which needs replacement.
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?
PUD Overlay (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 .. 1-888-4RCOAS T vt?riw.race?astatn?anayern®n4.t?ek
Form DCM MP-1 (Page of-5)
RECEIVED
A
I`ll AY l.' .. i
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.
Elizabeth City Public Works
o. Describe existing drinking water supply source.
Elizabeth City Public Works
p. Describe existing storm water management or treatment systems.
Existing High Density SWMP for all impervious areas
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.
This is an existing PUD. The purpose of this project is to permit and build water dependent structures, including : 37 private
docks for the purpose of side-to boat mooring for 1 boat per slip, 21 community side-to mooring boat slips along a community
dock, bulkheading along nwl of the property for shoreline stabilization purposes, upgrades to the existing boat ramp which
will be extended into the water 16' and widenend by 10', a 20' long staging finger pier beside the boat ramp. The private
slips will be available for the first 37 property owners of Pelican Pointe Village that would like to purchase an easement. The
community pier will be made available to property owners in the community for personal recreational boat mooring. This will
be managed by the HOA and may include dues or fees from those who utilize the pier, which will go toward maintenance
and upkeep. Most people in this area are interested in pontoon boats, but there will also be small center console outboard
boats and skiffs.
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.
The existing man made canals will be utilized for the pupose of providing water access and use by owners of Pelican Pointe.
Canal footprint dimensions (length and width) will not be altered in association with this project. For shoreline stabilization
purposes, a new bulkhead is proposed along the entire project side of the canals as shown on the plan. All docks and piers
proposed will be timber pile supported. Piles will either be driven or jetted in place. All structures will be elevated a minimum
of 3' above NWL and constructed by a qualified marine contractor after a pre-construction meeting with the appropriate DCM
field rep.
d. List all development activities you propose.
3,376 ft of bulkhead, (37) 6'x 12' private docks, (3) 6'x 12' transient slips, expansion of the two existing community piers into
a single, longer community pier/dock (total expansion 498') making the total combined length 722', the community pier to be
8' wide (matches existing width of the two pier sections, extension of the existing boat ramp approximately 16' further into
water and 10' wider, a 4'x20' boat ramp staging pier.
e. Are the proposed activities maintenance of an existing project, new work, or both? both
f. What is the approximate total disturbed land area resulting from the proposed project? 40,512 bulkhead installation/backfill
®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.
Minor surface runoff proposed
252-800-2803 .. 1-888-4111COAST ,- wwtoL,.reccoestaionanargots*nt.net
Form DCM MP-1 (Pagefof ) APPLICATION for
Major Development Permit
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.
<Form continues on back>
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) (9 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 John C Ritter Phone No.
Address 101 Pelican Pointe Drive, Elizabeth City, NC 27909
Name Kickory Village Mobile Home Park Phone No.
Address 308 Cedar Lakes Drive, Chesapeake, VA 23322
Name 1688 Weeksvilie Road, LLC Phone No.
Address 115 Bruton Ct., Ste A, Chesapeake, VA 23322
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
CAMA Major 160-03 (11/4/03, modified on 7/10/07) SWMP SW7021029 and SW 70212030 (9/25/03)
SESCP DLR No. PASQU-2003-004 (9/17/02) 401 Cert no. 031217 (10/9/03), USACE GP no 197800056
(10/6/03)
h. Signed consultant or agent authorization form, if applicable.
L 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-apghcartion and-foUgw-fir---
monitoring of the project. t E
I further certif that the information provided in this application is truthful to the best of my kno ledg .
Date 0N Print Name 1?>r\cx^ 'D• `ZIAVOA 0 C1S t
Signature
COASTAL MANAGEMENT
ELIZABETH CITY
v
252-308-2803 .- 1-888-4RCQAS .. %NW1,PY.nCcoastaimanagernent.net
Form DCM MP-1 (PageSoff5) APPLICATION for
Major Development Permit
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
RACE
MA `s' ,
COASTAL
E L I Z NTA
ABET H
- L ?_ITY
252-80;1-2803 . 1-888-4R `0AS T rrw"N."I---c oastalinanagernent.not
Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
RECEIVED
PAY 1 6
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.
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
Width
Avg. Existing
NA
NA
Depth
Final Project
NA
NA .
Depth
1. EXCAVATIOiN ® 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.
(i) Does the area to be excavated include coastal wetlands/marsh d. High-ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (W L)? 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:
2. DISPOSAL OF EXCAVATED MATERIAL 0This 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.
d. (i) Will a disposal area be available for future maintenance?
?Yes ?No ?NA
(ii) If yes, where?
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:
(i) Does the disposal include any area in the water?
?Yes ?No ?NA
(ii) If yes, how much water area is affected?
252-8G8-2808 ;: 1-882-4RCOAST ;: varrv?,r??r ?sa:?ta! ; rraxf? rtes t €.:Ln rev'sw?el; '12126106
Form INI P-2 (Excavation and Phil, Page 2 of 2)
3. SHORELINE STABILIZATION []This section not applicable
(if development is a wood groin, use MP-4 Structures)
a. , yl- vi anupv -v oiauu.cauvn.
EBulkhead ?Riprap []Breakwater/Sill []Other:;
c. Average distance waterward of NHW or NWL: at nwl
e. Type of stabilization material:
vinyl sheeting with wood piles and girders
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill None- backfill landward of nwl Riprap
Breakwater/Sill Other
i. Source of fill material.
Existing upland material and sand four an approved off-site borrow
pit (not yet identified- depends on contractor)
D. Lengin: o,J/b Ti
Width: 1 ft
d. Maximum distance waterward of NHW or NWL: at nwl
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.
1 ft +/1; visually observed
h. Type of fill material.
N/A
4. OTHER FILL ACTIVITIES 0This 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 rnastnl watlanric/mnreh /rw%
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
a. How will excavated or fill material be kept on site and erosion
controlled?
silt fencing
c. (i) Will navigational aids be required as a result of the project?
?Yes ONo ?NA
(ii) If yes, explain what type and how they will be implemented.
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:
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
back hoe, excavator
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.
RECEIVE
Date AD
Ap li
Project Name
COASTAL MANAGEMENT
ELIZABETH CITY
252...808-2808 . I-338 41t+t'COAs°i' .a W'4vv.rCccoastatr„ iagr nientmet
revised: 12;26/06
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 FACILITYIMARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
[]Commercial ?Public/Govemment ®Private/Community
[]This 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 (1) community, (1) staging, (3) transient,
34 private
(iii) Length community: 498' new (722' total), staging: 20',
transient: 12' each (36' total), private: 12' (444' total)
(iv) Width community: 8', staging: 4', transient: 6'.
private: 6'
(v) Floating ?Yes SNo
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 drioline dimensions.
g. (i) Number of slips proposed
52 new proposed
(ii) Number of slips existing
9
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: 21' (16' to 261
d. (i) Are Finger Piers included? ?Yes ONo
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ?Yes ?No
f. (1) Are Boatlifts included? ?Yes ONo
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: 61 total (52 new)
? Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 1 existing to be
expanded (16' longer and 10' wider)
? Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
open runabouts and pontoon boats
1. (i) Will the facility be open to the general public?
2>2,803-2808:.11-868-4R-COAST - viwv.nccoastalm?€ aviernent.net rem vise&l.. 112/271043
dr 41 Pm4 (5truc turasg Page 2 of ) LCOASTAL m. (i) Will the facility have tie pilings? ?Yes ®No
®Yes ?No
(ii) If yes number of tie pilings?
122 max.- 2 per
slip (both on the landward side of the canal); cleats may take the place of tie pilings 2. DOCKING FACILITY/MARINA OPERATIONS ?This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
? Office Toilets
? Toilets for patrons; Number: ; Location:
? Showers
? Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
Elizabeth City Public Works
c. Describe the disposal of solid waste, fish offal and trash.
Public trash removal by Elizabeth City
d. How will overboard discharge of sewage from boats be controlled?
No live aboard; no heads
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
There will be two signs posted along the community dock and this will be a HOA condition.
(ii) Give the location and number of "Pumpout Available" signs proposed.
N/A
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
N/A- no bulk fuel products allowed
g. Where will residue from vessel maintenance be disposed of?
N/A
h. Give the number of channel markers and "No Wake" signs proposed. 0
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
No on-site fueling
j. What will be the marina policy on overnight and live-aboard dockage?
No live-aboard
k. Describe design measures that promote boat basin flushing?
N/A existing canal
= r9r3. S :. W8R3f# ?io"?t C9? S r :: v xvr.c s es? yt r aq ? r. f see#: I Z271043-
Form DC -4 (Structures, Pages 3 of 4)
1. If this project is an expansion of an existing marina, what types of services are currently provided?
N/A
RECEIVED
Ay 16 '-"1
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? COASTAL MANAGEMENT
ELIZABETH CITY
?Yes ENo
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 ONo
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
I 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. ' f a rock groin, use MP-2, Excavation and Fill.)ED 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 ?Public/Government ®Private/Community
c. Distance to be placed beyond shoreline on outside edge of the
pier; no outer pilings in water
Note: This should be measured from marsh edge, if present
b. Number 122 max.
d. Description of buoy (color, inscription, size, anchor, etc.)
no buoys
2.137--808-2808 c. 1-8:13-4iRC0Xi o ?ay?+??v.n oast B aLa ra. r ?..r: x revised: IZ27/06
i Form D I MP-4 (structures, °:; 4 of 4)
e. Arc of the swing N/A
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
Nearest is 78' (slip 37)
b. Proximity of structure(s) to-adjacent docking facilities.
57 ft from the community dock to a private pier across canal
is the nearest
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
50 ft - 120 ft (70 ft avg.)
d. Water depth at waterward end of structure at NLW or NWL
-3.5'typ.
e. (i) Will navigational aids be required as a result of the project?
?Yes ®No j]NA
(ii) If yes, explain what type and how they will be implemented.
8. OTHER ?This section not applicable
a. Give complete description:
Tree and scrub/shrub cutting and removal of woody material hanging over the canal; vegetative removal as necessary for
bulkhead and dock construction; landscape vegetative removal and re-planting in and out of buffer zones
? It
Date

Project Name
-\Z (Loy
App 'nt Name
Applicant Signature
252-808-2868 e: 1-888-4RCOAS` rur ,rrr c s 2c?€ a !?-q!!?jn e 7 a. izae€F: 12/27,106
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NTS `STRUCTURAL DNTSGN BY OTHERS cI~ECKED BY CDR
*STRUCTURAL DESIGN BY OTHER N BY OTHERS ISSUE DATE
02/21/11
IC SCAL GRAPH E SHEET NO.~
300' 0 320' 300' 6000'
IN FEET ) 1 inch = 300 ft.
DRAWING FILE: P11001 -coma OF 2 SHEETS
PLOT SCALE: 1"=60'