20061917 Ver 1_CAMA Application_20061214

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
December 12, 2006
MEMORANDUM:
TO: Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality
FROM
SUBJECT:
Applicant:
Doug Huggett
Major Permits Processing Coordinator
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CAMA/DREDGE & FILL Permit Application Review
Page Development Company, LLC c/o Kenneth Henshaw, MM#160-03
Project Location: Heron Court (off NC 3445), Pelican Pointe S/D, Pasquotank County
Proposed Project: Bulkhead, docking facility, groin repair, parking, excavation
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 01/02/07, to 400 Commerce Avenue, Morehead. City, NC 28557. If you have any
questions regarding the proposed project, please contact Kim Hedrick 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 U.S. 17 South, Elizabeth City, North Carolina 27909
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 30% Recycled by Fiber Weight

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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT

1. APPLICANT'S NAME: Page Development Company, LLC, c/o Kenneth Henshaw (Pelican Pointe),
CAMA Major Permit #160-03 Major Modification (MM)
2. LOCATION OF PROJECT SITE: Lots 209, 42, 43, and 44 Heron Court (off NC 3445), Pelican
Pointe Subdivision, Pasquotank County, adjacent to a manmade canal and Pasquotank River.
Photo Index - 2006: 237-7740(x-12,13) 2000: 237-1909 (J-13, K-12,13) 1995: 167-1712 (J-19,
K-18,19) 1989: 127-6 (L-12,13, M-12) 1984: 121-751 (I-4,5, J-3)
State Plane Coordinates - X: 2,830,900 Y: 931,100 Elizabeth City, N.C., L.R.
GPS - B 111418A
3. INVESTIGATION TYPE: CAMA, D&F
4. INVESTIGATIVE PROCEDURE: Date of Site Visit - 11/14/2006
Was Applicant Present - No
(E) Wastewater Treatment: Existing.- City Sewer System
Planned - None
(F) Type of Structures: Existing - Failing wood groin and bulkhead
Planned - Vinyl bulkhead replacement, excavation, 6 slips with lifts
under one boathouse, shoreside dock, gravel parking area,
5. PROCESSING PROCEDURE: Application Received Complete - December 1, 2006
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Elizabeth City
_._ _ __ _Land.Classification_From_LUP - -__Conservation_ __ - _. _. _-_ ----__._ _ -. __ . .__ ____-- - ___
(B) AEC(s) Involved - PTA, EW, and ES
(C) Water Dependent - Yes
(D) Intended Use - Private
groin repair
(G) Estimated Annual Rate of Erosion - < 1 foot/year
Source - Applicant
7. HABITAT DESCRIPTION:
F.xravatP~l
(AREA)
Filled Shaded Disturbed
u ea ac 1 oat ouse over
(A) Public Trust Area, "3,502 sq. ft. its 1nlgerS
Estuarine Waters Groin Repair 2,800 sq. ft.
100 sq. ft.
ki
Area
I
P u ea tle ac s
(B) Uplands in Estuarine mperv.
ar
ng
571 sq. ft.
1 17,510 sq. ft.
Shoreline AEC 1,020 sq. ft. , Pervious Walkways
750 sq. ft.
Temp. Spoil Area
800 s . ft.
Imperv. Parking Area ervlous a ways
(C) Uplands outside 404 sq. ft. 90 sq. ft.
Estuarine Shoreline AEC

Page Development Company, LLC, c/o Kenneth Renshaw (Pelican Pointe) (MP#160-03M1V1J
Field Investigation Report
Page 2
(D) Total Area Disturbed -
(E) Primary Nursery Area
(F) Water Classification -
28,547 sq. ft. (0.65 acres)
- No
SC Open - No
8. PROJECT SUMMARY:
The applicant proposes to replace and newly construct a 1,751-foot long vinyl bulkhead, a six slip
docking facility including a shoreside dock, seven finger piers, and boathouse, a gravel parking area,
excavate an area of uplands to widen canal, and repair a 100-foot long wood groin adjacent to a
manmade canal and Pasquotank River on his property located at lots 209, 42, 43, 44 Heron Court,
Pelican Pointe Subdivision, off Weeksville Rd. (NC 3445), Elizabeth City, Pasquotank County.
PROJECT SETTING
The location of the proposed development site is at the end of an approximate 146-acre Pelican Pointe
Subdivision, north of the U.S. Coast Guard Air Station, off NC 3445, Elizabeth City, Pasquotank County
and on a manmade canal and Pasquotank River. The proposed development will take place on and
adjacent to lots 209, 42, 43, and 44 Heron Court, totaling 3.71 acres. The lots have an elevation of
approximately 4-feet above normal water level (NWL), and have Mattapex (Md) very fine sandy loam.
To access the lots, drive into the subdivision from Weeksville Rd. (NC 344S), remain straight all the way
to the back of the subdivision where Heron Court ends at a cul-de-sac. The property had historically
been used for agricultural crop production prior to 2003, when it was permitted fora 213 unit single-
family residential building lot and an adult community subdivision (CAMA MP#160-03).
Lots 42, 43, and 44 have a failing wood bulkhead and lot 209 has a partial bulkhead, which was
permitted under CAMA Major Permit #107-95. A 100-foot long wood groin exists off lot 42 and extends
into Pasquotank River. The pilings appear to be in good shape; however, the sheathing is missing. The
lots have not been developed and contain no impervious surfaces. The lots have the appearance of a
peninsula, being surrounded by the manmade canal Pelican Creek to the west and Pasquotank River to the
east. The property is vegetated with native weeds and lawn grasses, and lightly vegetated with Loblolly
pine, sweet gum, and maple trees. There were no Coastal Wetlands, Submerged Aquatic Vegetation
(SAV) or evidence of Section 404 Wetlands located on the property or in the waterbody on November 14,
2006.
The canal is approximately 151-feet wide adjacent Lot 209 and runs in an east-west direction, then
decreases to approximately 50-feet wide and heads north immediately south of Lot 42. The canal widens
to approximately 500 feet adjacent Lot 42, where a narrow peninsula across the basin from Lot 42 forms
an approximate 50-foot long by 50-foot wide opening to Pasquotank River. Water depths near the canal
shore adjacent Lot 209 are -4 feet to -5 feet, and reach approximately -7 feet in the center of the canal.
The adjacent riparian properties west of Lot 209 and south of Lot 44 are similar to the applicant's
property. The riparian lots are cleared, flat, and vegetated with native grasses with a few pine, maple
and sweet gum trees. There are currently no impervious surfaces or single-family dwellings on either lot.
The riparian lot on the Pasquotank River side has a bulkhead, while the riparian lot on the canal side has
a natural shrub shoreline.

Reviews of available information suggest that there are no known archeological sites or geologic
formations associated with the applicant's property. The waters of Pasquotank River in this area are

Page Development Company, LLC, c/o Kenneth Henshaw (Pelican Pointe) (MP#160-03MM)
Field Investigation Report
• Page 3
classified as SC by the Division of Environmental Management and are closed to shellfish harvesting.
DEVELOPMENT PROPOSAL
The applicant proposes to replace 1,670-feet of existing wood bulkhead 2-feet waterward of NWL with
vinyl bulkhead. The bulkhead replacement adjacent the basin entrance to Pasquotank River will be in the
same alignment as the old bulkhead to prevent narrowing the basin entrance. An additional 81-feet of
new vinyl bulkhead is proposed adjacent the remaining natural shoreline of lot 209 at an average 2-feet,
maximum 7-feet waterward NWL in order to stabilize the shoreline adjacent a proposed 6-slip docking
facility. In order to widen the canal for safer access to the docking facility, the applicant proposes
excavation of Estuarine Shoreline Area of Environmental Concern (AEC) by removal of 1,020 square
feet of uplands to a depth of 6-feet below NWL. The bulkhead will be installed with filter cloth on
landward side prior to backfill placement. A silt fence will be placed along the shoreline adjacent to
proposed highground excavation until bulkhead is installed adjacent excavation area. If the excavation
will be performed during the moratorium between February 15 and October 31 of any given year, a
sediment fence will be installed across canal immediately north of excavation area prior to excavation
activity and will remain in place 72 hours post excavation to prevent turbidity from entering Pasquotank
River. An excavator, backhoe and dump truck will be used to excavate the high ground area, construct
bulkhead, and transport the spoil to Lot 43 behind a silt fence until the spoil is dry for use as bulkhead
backfill. Remaining backfill for the bulkhead will be clean, dry sand from an upland pit.
The applicant proposes a 6-slip docking facility adjacent Lot 209 in the manmade canal to Pasquotank
River. The entire mooring area will be 2,800 square feet of Public Trust Area (PTA), Estuarine Waters
(EW) Area of Environmental Concern (AEC). The docking facility will include seven 20-foot long by
average 3-feet wide finger piers to form three 15-foot wide slips and three 9-foot wide slips. The docking
facility will be roofed by a proposed 80-foot long by 35-foot wide boathouse with sides extending no
further than half way down from the wall plates. It will be located 15-feet from the riparian lot to the
west and extend to -5.3 feet water depth. All the slips will be located in approximate -5 feet water depth.
The docking facility will extend 35-feet into the manmade canal. The applicant proposes three 20-foot
long by 15-foot wide and three 20-foot long by 9-foot wide boatlifts with associated 24 mooring pilings
(four pilings per lift), one in each of the six slips. The applicant also proposes to repair a 100-foot long
by 1-foot wide wood groin adjacent Lot 42 on Pasquotank River by replacing the sheathing to existing
piling structure.
The applicant proposes an 80-foot long by 6-foot wide shoreside dock consisting of elevated, slatted wood
parallel to the proposed bulkhead adjacent the mooring facility. A 60-foot long by 6-foot wide elevated,
slatted wood walkway will connect Heron Court to approximately the middle of the shoreside dock. The
applicant also proposes the construction of a 1,975 square foot gravel parking area using afront-end
loader. The parking area will be located on Lot 209 south of and in close proximity to the mooring
facility with access to Heron Court and the majority located in the Estuarine Shoreline (ES) AEC. The
parking area will accommodate approximately four vehicles.

Page Development Company, LLC, c/o Kenneth Henshaw (Pelican Pointe) (MP#160-03MM)
Field Investigation Report
Page 4
ANTICIPATED IMPACTS
The proposed bulkhead alignment with backfill will result in the filling of approximately 3,502 square
feet of Public Trust Area (PTA), Estuarine Waters (EW) Area of Environmental Concern (AEC).
Approximately 400 cubic yards of fill material will be placed below NWL for the backfill. Land
disturbance for installation of the bulkhead tiebacks will occur over approximately 17,510 square feet on
upland Estuarine Shoreline (ES) AEC.
The proposed 1,020 square feet of upland excavation from ES AEC will result in 110 cubic yards of
upland excavation and 230 cubic yards of excavation below NWL to a depth of -6 feet. There will be an
approximate 800 square foot spoil area located outside the 30-foot buffer and in the ES AEC until it is
used as bulkhead backfill.
The proposed 6-slip docking facility will shade 2,800 square feet of PTA EW AEC. This will include the
finger piers under the proposed boathouse. Also proposed is 100 square feet of fill in PTA EW AEC for
wood groin repair, which will include replacement of wood sheathing to existing piling alignment.
The proposed shoreside dock and walkway will disturb 750 square feet of uplands in the ES AEC and 90
square feet of uplands outside the ES AEC with pervious surface. The proposed gravel parking area will
fill 1,571 square feet of uplands in the 404 square feet of uplands outside the ES AEC with impervious
surface. This will result in 8.7 % impervious surface in the ES AEC.
Temporary water turbidity will occur during construction. The use of a filter cloth behind the bulkhead
will minimize future erosion and turbidity.
Submitted by: Kimberly A. Hedrick
Date: 12/06/06

MAJOR PERMIT FEE MATRIX
Applicant: PAGE DEVELOPMENT COMPANY, LLC /~ ~ "~~ 3
Selection Development Type Fee DCM % DWQ
(14300 1601 4351000931625 6253) (24300 1602 435100095 2341)
I. Private, non-commercial
development that does not $250 100% ($250) 0% ($0)
involve the filling or
excavation of any wetlands ~ ~
or o en water areas:
fl. Public or commercial
~ development that does not $400 100% ($400) 0% ($0)
involve the filling or
excavation of any wetlands
or o en 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 a lied:
III(B). Public or commercial
development, if General $400 100% ($400) 0% ($0)
Water Quality Certification
No. 3490 (See attached)
can be a lied:
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
a uatic life:
III(D). If General Water
Quality Certification No. $400 60% ($240) 40% ($160)
3490 (see attached) cannot
be a lied:
IV, For development that
~ involves the filling and/or $475 60% ($285) 40% ($190)
excavation of more than
one acre of wetlands and/or
o en water areas:

i' p~
PROJECT NARRATIVE - CAMA MAJOR MODIFICATION ®EG ~ .~. ZOO6
Kenneth P. Henshaw c/o Page Development, LLC -Pelican Point -Pasquotank County
COASTAL MANAGEII/lEN7
ELizAI~ETH CITY
The proposed project is located within a manmade canal connected to the Pasquotank River
within Lots 209, 42, 43 and 44 off Heron Courtin Pelican Point Subdivision located off Weeksville
Road (Hwy 34}, Elizabeth City, Pasquotank County. Total square footage of Lot 209 is 22,651
s.f. (0.52 ac.), Lot 42 is 69,696 s.f. (1.6 ac.), Lot 43 is 52,272 s.f. (1.2 ac.) and Lot 44 is 16,988
s.f. (0.39 ac.).
PROPOSED CONSTRUCTION:
Water dependant structures within 30' buffer: Shoreline stabilization with the
construction of 1,751' linear feet of vinyl/wood bulkhead (1,670 replacement bulkhead
along the shoreline of Lots 42, 43 and 44 and 81' new constructed bulkhead within Lot
209). The existing 100' Groin located in front lot 42 will be repaired.
Construction within Public trust waters: Dock with seven (7) finger piers for six (6)
boat slips; covered boathouse with six (6) boat lifts for the six boat slips. Excavation
below NWL to achieve -6.0 water depth to widen manmade canal. Repair existing groin
Upland disturbancelstructures: wooden walkway, parking area and highground
excavation within Lot 209.
EXISTING ENVIRONMENT: Lots 209, 42, 43 and 44 are currently pine forested land with no
existing development (excluding existing dilapidated bulkhead) or impervious surfaces. There are
no Section 404 wetlands within the project area (confirmed by AEC). Submerged aquatic
vegetation (SAV's) was not present during AEC site visits and when water depths were taken by
AEC. Coastal wetlands do not exist within Lots 209, 42, 43 or 44 or within this subdivision. The
adjacent shoreline (River Glen S/D) in the~rrtanmade canal is 151 feet away from Lot 209
shoreline and 116' from the proposed 35' boathouse, therefore, this project is consistent with the
with 15A NCAC 07H.0208(b)(6)(iii). Boathouses exceed the 400 s.f. limitation to allow for
adequate and safe portage of six foot boats to accommodate six property owners within the
Pelican Point Subdivision. The shoreline along Lot 42 consists. of a dilapidated wooden bulkhead
and a 100' groin to be repaired in its existing location under this modification request. The existing
groin consists of the 6" x 6" pilings on 4' centers with 4" x 6" whalers for horizontal support and no
vertical sheeting remaining. The repair of the groin will include the replacement of the vertical
sheeting and replacing any pilings or whalers that are damaged. Lot 42 is adjacent to the
manmade basin north of Lot 209. The shoreline along Lot 43 consists of a dilapidated wooded
bulkhead to be replaced under this modification request. Lot 43 is adjacent to the Pasquotank
River, east of Lot 42. The shoreline along Lot 44 consists of a dilapidated wooden bulkhead to be
replaced under this modification request. Lot 44 is adjacent to the Pasquotank River, south of Lot
43. The Proposed bulkhead ends at the south end (shoreline) of Lot 44 adjacent to Lot 45.
Existing water depths are sufficient for this project to not require dredging or future dredging.
Water depth adjacent to the proposed dock is -5.3 feet. Water depth within the center of the
manmade canal is -7.0+ feet.
CONSTRUCTION ACTIVITIES: Dock, finger piers, walkway, groin, and boathouse will be
constructed using hydraulic pump and hand tools. Highground excavation will take place using
an excavator and dump truck. Excavated highground material along with excavated material
below NWL to -6.0 feet, will be utilized as backfill for the proposed bulkhead within Lots 209, 42,
43 and 44. Bulkhead alignment along Lot 209 (within the manmade canal) will be an average of
2' and a maximum of 7'. Bulkhead alignment along Lots 42, 43 and 44 will be an average of 2'
and maximum of 2'. The bulkhead replacement for Lot 42 at the entrance to the manmade canal
will be constructed in the same location in order to avoid narrowing the canal entrance. The
existing groin in front of lot 42 will be repaired in its existing location. Gravel for parking area
within the Common Area will be trucked in and spread with a front end loader.

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(Pelican Point -Modification -project narrative -page 2)
PROPOSED STRUCTURES:
Highground walkway along bulkhead (6' x 80')
Highground walkway (6' x 60')
Seven (7) finger piers (7 x 50 s.f.)
Boathouse (35' x 80')
Total
480 s.f.
360 s.f.
350 s.f.
2,800 s.f.
3,990 s.f.
Bulkhead (1,751 linear feet (81' new b.h. + 1,670' replacement b.h.)
Groin repair 100 linear feet
Total disturbance on highground:
Parking area within Common Area 1,975 s.f.
Walkways 840 s.f.
Highground excavation (110 c.yds) _1,020 s.f.
Total 3,835 s.f.
Total coverage within Public Trust:
Boathouse (35' x 80') 2,800 s.f.
Finger piers (7 x 50 s.f.) 350 s.f.
Total 3,150 s.f.
Filling activities within Public Trust:
Fill from highground excavation, placed below NWL 400 c.yds.
For bulkhead backfill
Disturbance within the 30' Buffer:
Backfill area (10'x 1,751') 17,450 s.f.
Walkways (360 s.f. & 480 s.f.) 840 s.f.
Highground excavation 1,020 s.f.
Total 19,310 s.f.
Total disturbance within 75' AEC:
Portion of parking Area within Common Area 1,571 s.f.
Portion of walkway (6' x 45') 270 s.f.
Walkway along bulkhead 480 s.f.
Highground excavation 1,020 s.f.
Backfill for bulkhead (10' x 1,751') 17,450 s.f.
Total 20,791 s.f.
Total Impervious Area Proposed:
Parking area (Common Area) 1,975 s.f.
NO WETLAND FILL OR TEMPORARY IMPACTS

~~~ ~ ,~ 2006
~~ ~2A ~ H ~/~FN7'
The proposed improvements will allow continued stabilization of the shoreline along Lots 42, 43
and 44 and also allow stabilization along Lot 209 shoreline where boating traffic will take place.
In addition the repair of the groin will help prevent continued shoaling in the canal/basin entrance.
The proposed boathouse and seven boat slips with lifts will allow six property owners within
Pelican Point docking and boating access within the manmade canal to access the Pasquotank
River for recreational purposes. Highground excavation allows safe passage of boats within the
manmade canal allowing safe access to the Pasquotank River and safe portage.

Form DCM-MP-1

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`~~~ ° ~ 2006
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APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner: Page Development, LLC
Name Kenneth P. Henshaw, Dorothy Henshaw .
Address P.O. Box 2232
City Elizabeth City State NC
Zip 27906 Day Phone see agent info.
Fax [phone]
b. Authorized Agent:
Name Atlantic Environmental Consultants, LLC
Address P.O. Box 3266
City Kitty Hawk State NC
Zip 27949 Day Phone [phone]
Fax [phone]
c. Project name (if any) Pelican Point
NOTE: Permit will be issa~ed in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
b. City, town, community or landmark
Elizabeth City
c. Street address or secondary road number
Heron Court in the Pelican Point Subdivision
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Manmade basin/canal system to
Pasquotank River
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Construct a boathouse with 6 slips and 6 boat lifts.
Construct 1,751 linear feet of bulkhead. Fillip bg ehind
bulkhead utilizing excavated material. Highground
excavation 1,020 sf of uplands to a depth of -6.0 feet to
widen man made canal. Construct walkway and parking_
Repair existing 100' jettie.
b. Is the proposed activity maintenance of an existing
project, new work, or both? Both
c. Will the project be for public, private or commercial
use? Private
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed project.
If more space is needed, please attach additional
pages.. See attached project narrative
a. County Pasquotank County
Revised 03195

Form DCM-MP-1 ~ ~ ~'
APPLICATION
(To be completed by all applicants)
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 3.71 acres (all lots combined
b. Size of individual lot(s) Lot 209 .52 acre: Lot 42 1.6
acre.; Lot 43 1.2 acre; Lot 44 0.39 acre
c. Approximate elevation of tract above MHW or NWL
+/- 4 feet
d. Soil type(s) and texture(s) of tract
Pssamments
e. Vegetation on tract Qrass and pine trees
f. Man-made features now on tract dilapidated
bulkhead °L ~~ d~
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'~;C~~yJ~,A~ 1
Coastal (marsh) Other
If yes, has a delineation been conducted?
(Attach documentation, if available)
m. Describe existing wastewater treatment facilities.
No existing wastewater facilities
n. Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) Surface runoff
o. Describe existing drinking water supply source.
Public water supply
g. What is the CAMA Land Use Plan land classification 5. ADDITIONAL INFORMATION
of the Site? (Consult the local land use plan.)
Conservation. Transitional
X Developed _ Community
Rural Other
h. How is the tract zoned by local government?
residential
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certiftcate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National Register
listed or eligible property?
Yes X No
I. Are there wetlands on the site? Yes X No
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then forward
a copy of the deed or other instrument under which the
owner claims title, plus written permission from the
owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to Coastal
Resources Commission Rule 7J.0203 for a detailed
description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
Revised 03/95

Form DCM-MP-1

adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of Engineers
regarding that agency's use of larger drawings.) A site
or location map is a part of plat requirements and it
must be sufficiently detailed to guide agency personnel
unfamiliar with the area to the site. Include highway or
secondary road (SR) numbers, landmarks, and the like.
•A Stormwater Certification, if one is necessary
•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. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Siegfrfried Michaelis
Address 5425 Shadowwood Drive
Phone Virginia Beach, VA 23455
Name North Shore Investments, LLC
Address PO Box 791
Phone Elizabeth Ciity, NC 27907
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
Cama Major Permit #'s, 107-95 & 160-03
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to 10)
If the project involves the expenditure of public funds
~~ ~!~'
~~~ ° ~ 2006
:-~r~gsr~~. n~ANA ~N~
or use of public lands, attach a statemdn`tidgr~~
compliance with the North Carolina Environmental
Policy Act.
6. 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 conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
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.
This is the 29th day of November , 2006
Print Name Douglas A. Dorman
Signature
Landowne ut orized Agent
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
X DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03195

Form DCM -MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA
Major Permit, Form DCM-MP-1. Be sure to
complete all other sections of the Joint Application
that relate to this proposed project.
Describe below the purpose of proposed excavation
or fill activities. All values to be given in feet.
Average Final
Existing Project
Len¢th Width Depth Depth
Access
channel
(MLW) of
(NWT ,l
Canal
manmade
Boat
Basin
manmade
Boat
ramp
Rock
groin
Rock (rip rap)
breakwater
Other highgroun
excavation
(Excluding shoreline
stabilization)
N/A -------- -------- -------
N/A
N/A
N/A -------- ------- -------
N/A -------- ------- -----
N/A ------- ------- -------

62' irregular
shape
max. 30'

_0-

-6.0'

''~~ ~° ~ ~- 2006
::~~~~5 ~ti~ ~ANAGEME~
~t.I.~A~ETy tctl'y
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 230 c.yds.
b. Type of material to be excavated sand
c. Does the area to be excavated include coastal
wetlands? Yes X No
d. Highground excavation in cubic yards 110 c.yds.
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area
High ground in common area for backfilling
bulkhead
b. Dimensions of disposal area 80' x 10'
Capacity of disposal area exceeds material
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes X No
If yes, where?
i2evised 03/95

~`'
Form DCM-MP-2
e. Does the disposal azea include any coastal
wetlands(mazsh), SAVs or other wetlands?
Yes X No
f. Does the disposal include any azea in the water?
X Yes No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length
1751 linear feet
c. Average distance waterwazd of MHW or NWL
Bulkhead alignment proposed along NWL 2' average
d. Maximum distance waterward of MHW or NWL
7' maximum
e.
Shoreline erosion during preceding 12 months
Less than 1'
(Source of Field observations
information]
f. Type of bulkhead or riprap material
Vinyl and wood
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap NIA
(2) Bulkhead fill 400 cubic yards
h. Type of fill material commercial grade suitable
highground sand
I. Source of fill material_From upland excavation
within the Common Area and trucked in from a commercial
upland source
~~ ~ ~. zoos
4. OTHER FILL ACTI ~ - rh ~~N~,
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes No N/A
If yes,
(1) Amount of material to be placed in the
water N/A
(3) Purpose of fill
N/A
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
S. GENERAL
a. How will excavated fill material be kept on site
and erosion controlled? Excavated material will
beplaced inside silt fence barrier.
b. What type of construction equipment will be
used (for example, dragline, backhoe,
hydraulic dredge)?
Excavator, backhoe
c. Will wetlands be crossed in transporting
equipment? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
Filter cloth will be placed between bulkhead and backfill.
Silt fence will be placed along shoreline adjacent to
proposed highground excavation.
Pelican Point
Applicant or Project Name
L~~z~~
Signature
Date
Revised 03/95

k= ~~
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit,
Form DCM-MP-1. Be sure to complete all other sections of
the Joint Application that relate to this proposed project.
a. Type and number of buildings, facilities, units or structures
proposed:
Wooden bulkhead ,walkway and parking area
b. Number of lots or parcels 4 Lots 209, 42, 43 and 44
c. Density (give the number of residential units and the units
per acre) N/A
d. Size of area to be graded, filled or disturbed including
roads, ditches, etc. Backfill for bulkhead 10'x 1751= 17,450
Proposed excavation = 1,020 s.f. (230 c.yds)
Walkway 6'x 60' = 360 s.f.
Walkway 6'x 80' = 480 s.f.
Parkine Area 1,975 s.f.
Total disturb. = 21,285 s.f.
e. If the proposed project will disturb more than one acre of
land, the Division of Land Resources must receive an
erosion and sedimentation control plan at least 30 days
before land disturbing activity begins. If applicable, has a
sedimentation and erosion control plan been submitted to
the Division of Land Resources? _ Yes X No
If Yes, date submitted NIA
f. List the materials (such as marl, paver stone, asphalt, or
or concrete) to be used for paved surfaces.
Gravel parking area
g. Give the percentage of the tract within 75 feet of MHW or
NWL, or within 575 feet in the case of an Outstanding
Resource Water, to be covered by impervious and/or built-
upon surfaces, such as pavement, buildings, rooftops, or to
be used for vehicular driveways or parking 8.7%
~~~ ° :1. 2006
".C,AS7"Ai, fviANAGENlEN7~
..~l..l~A~~r~ rl~~
development plan been submitted to the Division of
Environmental Management for review?
Yes X No
If yes, date submitted
i. Describe proposed method of sewage disposal.
N/A
J•
Have the facilities described in Item i. above received
state or local approval? N/A
(Attach appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff, sanitary
wastewater, industriaVcommercial effluent, "wash down"
and residential discharges).
Surface runoff
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Public water supply
m. Will water be impounded? _ Yes X No
If yes, how many acres? N/A
n. If the project is an oceanfront development, when was the
lot(s) platted and recorded?
N/A
Pelican Point
Applicant or Project Name
!_.
Signatur
ii/~/o~
Date
h. Projects that require a CAMA Major Development Permit
may also require a Stormwater Certification. Has a site

_z l~ i
Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, e
Form DCM-MP-1. Be sure to complete all other sections of the
Joint Application which relate to this proposed project.
a. Dock(s) and/or Pier(s)
(1) Commercial Private X Community _
(2) Number N/A
(3) Length N/A
(4) Width N/A
(5) Finger Yes X No ,
Piers
(i) Number 7
(ii) Length 20'
(iii) Width 3'
(6) Platform(s) Yes X No
(i) Number N/A
(ii) Length N/A
(iii) Width N/A
(7) Number of slips proposed 6
(8) Proximity of structure to adjacent riparian property
lines 15 feet
(9) Width of water body Manmade canal -151 feet
Pasquotank River 5 +/-miles
(10) Water depth at waterward end of pier at MLW or
NWL -5.3 feet
b. Boathouse (including covered lifts)
(1) Commercial X Private
(2) Length 80'
(3) Width 35'
c. Groin (e.g. wood, sheetpile, etc.) Repair Wo.)
(1) Number 1
(2) Length 100'
d.
Breakwater (e.g. wood, sheetpile, etc.) N/A
(1) Length N/A
(2) Average distance from MHW, NWL, or
wetlands N/A
~'~~=fit ~ ~. 2006
"'._':~S i~-L MIANAGEIuIEP~T
Mooring buoys N/A
(1) Commercial _ Private_ Community,
(2) Number N/A
(3) Description of buoy (Color, inscription, size, anchor, etc.
N/A
(4)
(5)
Width of water body 151'
Distance buoy(s) to be placed beyond shoreline
N/A
f. Mooring structure (boatlift, mooring pilings, etc.) Boat lifts
(1) Commercial Community X Private
(2) Number 6 boat lifts 24 mooring pilings total
(3) Length 20'
(4) Width 3@ 15', 3@ 9'
g. Other (Give complete descrrptron)
Pelican Point
Applicant of Project Name
Signatu
/i~ ~~l
Date
(3) Maximum distance beyond MHW, NWL or
wetlands N/A

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.._....;. ,.__-~- ,_.._._; ~--_:`_: _. ~:~:=..,~•-~~"~ SHEET 1 OF ~4 ~ ~_
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PELICAN POINTE ~~' ~-
s~
EXISTING CONDITIONS ~~ 'm 5~--
,D ~,
::~ o
~~
ELIZABETH CITY - PASQUOTANK COUNTY -NORTH CAROLINA '~
~~ ATL,4NT/C ENT//rPON~6IENTAL CONSULT,4NTS, LLC
GRAPHIC SCALE 1 = 10 0 P.O. BOX 3266, K/lTY HANK, N.C. 27949
~252~261-7707, a-rnoi/ roxdor/nan®ao%coin
'DATE: X10/16/06 REVISED: 11 /15/06 FlLE: 06-000 DRAWN BY: DOUG D

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~"~. f J -, 1 ~ ~aCIS,1.1N.0 BLIUSHE _1 ~_ ~ ~ •- ~ ._TA BE._.REPLACED-__ ,
~. ,..__ ,___.• ,_.__ ,__._ ,,~_ ,-- ~•----~ TO BE RE'PLAC ~ ~ (1,670 LN. FEET
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LEGEND ~~. y r_..._w~ ,.__~ -•~~ ; _~~ ,___ ~ I
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PROPOSED EXCAVATION AREA (340 CU81C YARDS) ~--~' i- -- ~ - i ' , --#2EP,lACEMENT
PROPOSED AREA OF DISTURBANCE (17,450 SF) ~, - .,__, _ ON ~ j _. •..._. _ _,
;- COURT -' ~ ~
PROPOSED BUUCHEAD (1,751 LINEAR FEET) "~~R6POSED°"' ~ ` ~ LOT'45 ~ ,- - - - '
EXCAVATION \ ~
(1,670' REPLACEMET, 81' NEW) • • °"' ~ ' ~ N 1 ~ _
PROPOSED BOAT HOUSE ~ ~ 1 ~ ___ _. _ ___ _
,~
- - - 30' BUFFER LINE ...~,...,_._...• SHt~T~ 3~& •#~"~'r NORTH SHORE ~ ._- .
.._..._...~ n~vssr~rs. Lic
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PELICAN POINTE ~-
STABALIZATION ~~~~' 3T
SHORELINE • --
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ELIZABETH CITY - PASQUOTANK COUNTY -NORTH CAROLINA =~~ o ~
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QT/~4NT/C ENV/RONMENTAL CON.~LTANS, LLC
GRAPHIC SCALE 1 " = 10 0' P.O. BOX .266, K/TTY N,4iYK, N. C. 27949
~252~261-7707, a moi/ roxdo~mon®oo%com
DATE: 10/16/06 REVISED: 11 /15/06 FILE: 06-000 DRAWN BY: DOUG tD ,

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NOTE:
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r' F._...__:~ ,,..____.= ;_.._ _: r._..__, ,,..~_..r REPIAGME,N~•-BULKM€A0 Tp--BE' CQNSTRUC, ..a ,,__a-~' _-_-._
I, ,. 2' WATERWARD OF EXISTING BUUCHEAD __^ - _ - •^ _ » ~
__: ,..~.._.._,r !__...._.r• : _-._....; ;._....___~ ..~__._~~ __ -PROPOSED B131~11E --~' ,
REPLACEMENT ~
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~~ PROPOSED' UPLAN ~'` 1 flfs'RON COURT ' ~ 1
%~ _.....s E~CA.V.1iTI0.N__} ,~___.a} x~'~ ~ ' .i
.J~ ~ (340 CU. YDS.) ~ ~
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~~~` <,~`' ~ 1 ` 1 i
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PROPOSEp BOAT HOUSE (35' x 80') ~~ \ 1 NORTH SNORB INVE57'It1~'N1S, LLC
:%:~' ___....~ _... ~_..._.__r ,,.__._.__o BF7A"i UPS''Wf~FIr3f9A'I' L!f-TS`r ~._~_._._% _...~ 1
BOAT UF~S 4 PILUNGS PER UFT ~_ ~ ~ ~
wr ( ) ~
~ \ 1
9' ~ ~ 1
PROPOSED FING R
I._.! n.__..~ ,._._.~ ,_.._._.. ,r----~' r__-._..r PiEfiS'(7)".._.`_r --'' •,+c~..__. ,,~ ~~ \ ~ fi ~ LOT I 1 • 1 •i
~__.• ._ ._, ~ 4 ~ ~ 209 i
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nvi ~• ~
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ly-°` ~'-°-% ~ - ~ PROPOSED DOCK /
I r (6' x 80')
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s~ ,~ ~ : -'
.._. _. r.._.___... r_._._.
~._,r _ ..._.__r ,_.....r...~•••' SSIBCCFRlBD YICHASIl3' j~'GEND
.'
~
~ ~
`~•~~ ' '~•~"i~~'~`'" ~ PROPOSED EXCAVATION AREA (340 CUBIC YARDS)
I PROPOSED GRAVEL ~
PARKING AREA ~^~~ ~:" PROPOSED GRAVEL PARKING AREA (1,975 SF)
I (1,571 SF IN THE AEC
PROPOSED BULKHEAD (1,751 UNEAR FEET)
I ~ (1,670' REPLACEMET, 81' NEW)
o.-
e EXITING BULKHEAD
/ -
_ 30' BUFFER LINE
I
~ / - _ = 75' AEC LINE
I
I /
/
I 1 1

1 ~ SHEET 3 OF 4 ~~
PELICAN POINTE
BOAT HOUSE AND WALKWAYS ~~~
~.. ~.~
.,
°u s
ELIZABETH CITY - PASQUOTANK COUNTY -NORTH CAROLINA ~j~ '-~
~m c
„ - ATL,4NT/C E~I/V/RO/IIMENTAL CONSTd~/T. LLC
GRAPHIC SCALE 1 - 40 P.O. BOX 3266, K/lTY H,4`Y/( N.C. 2799
~252~261-7707, a moi/ noxdorman®oo%com
DATE: 10/16/06 REVISED: 11/15/06 FILE: 06-000 DRAWN BY:DOUG D
' t

6' ~
THIS CROSS SECTION IS TO BE USED FOR
PLANNING PURPOSES ONLY.
BULKHEAD CROSS SECTIO]
N.T.S.
1rALKIrAY CROSS SECTIOr
N.T.S.
EXISTING GROIN SIDEVIEIr SECTION
N.T.S.
PROPOSED
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BOAT HOUSE SIDE VIE~P SHEET 4 OF 4
N.T.S.
PELICAN POINTE
BOAT HOUSE AND WALKWAY DETAILS ~~
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ELIZABETH CITY - PASQUOTANK COUNTY -NORTH CAROLINA °~~ ~r-~ i
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ATL,4NT/C ENS/RON~I~IENTAL CON ; I ~' T~'1/7 LL`C
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G RA P H i C SCALE 1 - N TS P.0. BOX 3266, /(/TTY N.4lyi(~ N. C.~~ 2799
(252261-7707, a moi/ ~oxdo~mon®oo%com
DATE: 10/16/06 REVISED: 11/15/06 FILE: 06-000 DRAWN BY: DOUG D

BOAT HOUSE END VIEI'P
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