20031217 Ver 1_COMPLETE FILE_20030922

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
September 12, 2005
DWQ # 20031217
Pasquotank County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Page Development Company, LLC
c/o Mr. Vance Searle
12908 Fox Meadows Drive
Richmond, VA 23233
Subject Property: Pelican Pointe, Major Modification # 160-03
Pasquotank River
NOTICE OF WITHDRAWL
Dear Mr. Searle:
On February 11, 2005, you requested a 401 Water Quality Certification application/modification from
the Division of Water Quality (DWQ) for your project. We wrote to you on March 28, 2005
discussing concerns that we have regarding the design of the project and stating that it would be
placed on hold for three weeks giving you time to address DWQ's concerns. As of today, DWQ has
not received a response to this request. Therefore, your file is hereby considered withdrawn and will
not be reviewed until DWQ's earlier concerns are addressed. Once you have collected sufficient
information to have a complete application (please see our March 28, 2005 letter for the missing
information), you will need to reapply for DWQ approval. This includes submitting a complete
application package with the appropriate fee.
Please be aware that you have no authorization under Section 401 of the Clear Water Act for this
activity and any work done within waters of the state would be a violation of North Carolina General
Statuses and Administrative Code. Please call Mr. Ian McMillan at 919-715-4631 if you have any
questions or concerns.
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
cc: Washington DWQ Regional Office
Washington Corps of Engineers
Central Files
File Copy
5:\2005 Correspondence\03-1217 Pelican Pointe (Pasq) Withdrawl.doc
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: httn://h2o.enr.state.nc.us/ncwetlands
tav Ca ro ina
amal?ly
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/l0% Post Consumer Paper
OF W ATF
`O? ToG Michael F. Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
March 28, 2005
DWQ Project # 03-1217
Pasquotank County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Page Development Co., LLC
C/o Mr. Vance Searle
12908 Fox Meadow Drive
Richmond, VA, 23233
Subject Property: Pelican Pointe, Major Modification #160-03
Pasquotank River
REQUEST FOR MORE INFORMATION
Dear Mr. Searle:
On February 11, 2005, the Division of Water Quality (DWQ) received your application/modification
request dated February 9, 2005 to impact 0.052 acres of estuarine waters and shoreline to construct the
proposed bulkhead. This work is proposed in addition to the overall subdivision for which a 401 Water
Quality Certification was issued on October 9, 2003. The DWQ has determined that your application was
incomplete and/or provided inaccurate information as discussed below. The DWQ will require additional
information in order to process your application to impact protected wetlands and/or streams on the
subject property. Therefore, unless we receive the additional information requested below, we will have
to move toward denial of your application as required by 15A NCAC 2H .0506 and will place this project
on hold as incomplete until we receive this additional information. Please provide the following
information so that we may continue to review your project.
Additional Information Requested:
1. Stormwater Management Plan
Condition #5 of the 401 Certification issued on October 9, 2003 required that a stormwater
management plan be approved by this Office prior to proceeding with this work. As stated in the
Certification, a State Stormwater Permit would also suffice to meet this condition. Please provide a
copy of your stormwater management plan so that you can demonstrate compliance with your
existing Certification and so that we can proceed with your modification.
2. Please provide a statement indicating that no marina activities are proposed to be conducted
within the scope of this project.
401 Oversight/Express Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncvvetlands
Ni tltCarolma
A1paturaUy
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Page Development Co., LLC;
Page 2 of 2
March 28, 2005
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Tom Steffens of the DWQ Washington Regional Office (943 Washington Square Mall, Washington,
NC, 27889). If we do not hear from you within three weeks, we will assume that you no longer want to
pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly at 919-733-1786 if you have any
questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permits Unit
CBKlcbk
Enclosures: none
cc: Tom Steffens, DWQ Washington Regional Office
USACE Washington Regulatory Field Office
File Copy
Central Files
Vance Searle, P.O. Box 2274, Elizabeth City, NC, 27909
Filename: 031217Page(Pasquotank)HOLD
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: tom steffens
WQ Supervisor: Rr)ger Thorpe
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Page Development Co., LLC Pelican Pointe
Project Number 03 1217
Recvd From DCM
Received Date 9/22/03 Recvd By Region
Project Type residential subdivision with amenities
County Pasquotank
County2
Region Washington
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
CAMA esturine V-5 O -NF--F3 0-3-(12) s[3 r- 30,150. 4.00
S O Y _0N ?I r ?Ir-?F_ F_
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O N Recommendation: O Issue # Issue/Coed O Deny
Provided by Region: Latitude (ddmmss)
Longitude (ddmmss)
Comments:
HOLD- Applicant should have Strm water management plan in hand before issuance of hermit.
Statement indicatiing that no marina activities will be conducted on this site
cc: Regional Office
Central Office Page Number 1
Facility Name Page Development Co., LLC Pelican Pointe
Project Number 03 1217
Comments (continued from page 1):
County Pasquotank
Regional Contact: tom steffens
Date:
cc: Regional Office
Central Office Page Number 2
F WATF Michael F. Easley, Governor
O?? RQG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
\
Cq r I
Alan W. Klimek, P.E., Director
j i Division of Water Quality
.? Coleen H. Sullins, Deputy Director
Division of Water Quality
October 9, 2003
DWQ# 03-1217
Pasquotank County
Mr. Ken Henshaw
President, Page Development Co., LLC
12908 Fox Meadow D
Virginia Beach, VA, 23230
APPROVAL of 401 Water Quality Certification with Additional Condition
Dear Mr. Wilton:
You have our approval, in accordance with the attached conditions, to disturb 4.0 acres of Estuarine Shoreline and
to pave and/or cover 0.64 acre of Public Trust Area and Estuarine Shoreline in order to construct the Pelican Pointe
residential and commercial subdivision in Pasquotank County, as described in your application received by the Division of
Water Quality on September 22, 2003. After reviewing your application, we have determined that this fill is covered by
General Water Quality Certification Number 3400, which can be downloaded from our web site at
httg://h2o.enr.state.nc.us/ncwetlands . This Certification allows you to use your CAMA Permit when issued by the NC
Division of Coastal Management. In addition, you should get any other federal, state or local permits before you go ahead
with your project including (but not limited to) Sediment and Erosion Control, Non-Discharge, Water Supply Watershed,
Coastal Stormwater and U.S. Coast Guard regulations. Also this approval will expire when the accompanying CAMA Permit
expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us in writing and you may be required to send us a new application for a new certification. If the
property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for
complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification and the additional conditions listed below:
1. You are required to return the attached Certification of Completion form to notify DWQ when all work included in
the 401 Certification has been completed;
2. Erosion and sediment control practices must be in full compliance with all specifications governing the proper
design, installation and operation and maintenance of such Best Management Practices in order to protect
surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control
Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be
such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina
Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow
sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the
project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act.
3. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of
the impacts depicted in the Preconstruction Notice Application. All construction activities, including the design,
installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be
performed so that no violations of state water quality standards, statutes, or rules occur; Aft
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (httn://h2o.enr.state.nc.us/ncwetlands)
I Mr. Ken Henshaw
October 9, 2003
Page 2of2
4. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum ext
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, tr
shall be removed and the natural grade restored within six months of the date that the Division of Le
Resources has released the project;
5. An additional condition is that a final, written stormwater management plan (including a signed and notari2
Operation and Maintenance Agreement) shall be approved in writing by this Office before the impacts specif
in this Certification occur. The stormwater management plan must include plans and specifications
stormwater management facilities that are appropriate for surface waters classified as Class C and designec
remove 85% TSS according to the most recent version of the NC DENR Stormwater Best Managem
Practices Manual. These facilities must be designed to treat the runoff from the entire project, unless otherw
explicitly approved by the Division of Water Quality. Also, before any permanent building is occupied at
subject site, the facilities (as approved by this Office) shall be constructed and operational, and the stormwe
management plan (as approved by this Office) shall be implemented. The structural stormwater practices
approved by this Office as well as drainage patterns must be maintained in perpetuity. No changes to
structural stormwater practices shall be made without written authorization from the Division of Water Quality
State Stormwater Permit (15 A NCAC 2H .1000) can be considered to meet this condition;
6. Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands, waters
protective buffers in order to assure compliance for future wetland, water and buffer impact. These mechanis
shall be put in place prior to impacting any wetlands, waters and/or buffers approved for impact under t
Certification Approval and Authorization Certificate. A sample deed notification can be downloaded from
401/Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetlands.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition conforming to Chapte
150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigt
N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If y,
have any questions, please telephone Tom Steffens in our Washington Regional Office at [phone] or Cyndi Karp
our Central Office in Raleigh at [phone].
Sincerely,
Alan W. Klimek, P.E.
AW K/cbk
Attachments
cc: Corps of Engineers Washington Field Office
Washington DWQ Regional Office
Central Files
File Copy
Doug Huggett, DCM
03
?. O3 I2I7-r?oo.
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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
February 9, 2005
MEMORANDUM:
TO: Mr. John R. Dorney
Environmental Biological Supervisor
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: PAGE Development Company, LLC, (Pelican Pointe, Major
Modification #160-03)
Project Location: NC Hwy 34, beside US Coast Guard Air Station, Pasquotank County
Proposed Project: Realign an existing bulkhead within a man-made canal
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by March 2, 2005, to Hestron Plaza II, 151-B Hwy 24, Morehead City, NC 28557. If
you have any questions regarding the proposed project, please contact Frank Jennings at (252)
264-3901. When appropriate, in-depth comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
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 \ Affirmative Action Employer - 30% Recycled by Fiber Weight
1 0 5147-e-o-06P.
T DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: PAGE Development Company, LLC
Project: Pelican Pointe, Major Modification #160-03
2. LOCATION OF PROJECT SITE: NC Highway 34, South of Elizabeth City, beside USCG Air
Station, Pasquotank County and on the Pasquotank River
Photo Index - 1995: 167-1712 (A-J 18-24) 1989: 127-5 (A-L 3-6) 1984: 121-751 (H-X 1-4)
2000: 237-1909 (A-K 12-15)
State Plane Coordinates - X: 2827600 Y: 930000 Elizabeth City Quad LC
GPS: E082518A
3. INVESTIGATION TYPE: CAMA / D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 01/19/05
Was Applicant Present - No
[717,
f'
t -i > f
5. PROCESSING PROCEDURE: Application Received - 02/05/05
Office - Elizabeth City Ff f 1 ;,;? ?
6. SITE DESCRIPTION:
vH
(A) Local Land Use Plan - Elizabeth City
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PTA, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Private Community
(E) Wastewater Treatment: Existing - City sewer
(F) Type of Structures: Existing - bulkhead, jetty, boatramp, dirt roads, sales office, subdivision
under construction
Planned - bulkhead realignment and two (2) docks
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
(A) Public Trust Area, I 1833 sq. ft.
(B) Estuarine Shoreline 1,471 sq. ft.
(C) Total Area Disturbed: 2,304 sq. ft. (.052 acres)
(D) Primary Nursery Area: No
(E) Water Classification: SB Open: No
8. PROJECT SUMMARY: The applicant proposes to realign an existing bulkhead within a man-made
canal on NC 34 north of the Coast Guard Air Station, Elizabeth City, in Pasquotank County.

PAGE Development Company, LLC; Pelican Pointe, Major Modification #160-03
Page 2
The site of the development proposal is approximately a 145.9 acres tract adjacent to the north
boundary of the U.S. Coast Guard Air Station, on NC 34, Elizabeth City, in Pasquotank County and
on the Pasquotank River. The property has an elevation from 3 feet to 7 feet above normal water
level (NWL) and has Mattapex, Bertie and Barclay soils. Most of the property has been used for
agricultural crop production and is flat, and is currently being developed as a subdivision for single-
family dwellings, a planned unit village and a commercial area, authorized by CAMA Major Permit
#160-03.
The shoreline along the Pasquotank River has a bulkhead for shoreline protection. The north side of
the property is bounded by Pelican Creek, which is a man-made canal that connects to the Pasquotank
River through a basin area. A portion of the basin shoreline has a bulkhead, which was authorized by
CAMA Major Permit #107-95. The shoreline along Pelican Creek is vegetated with groves of sweet
gum, pine, oak, maple and cypress as well as indigenous grasses. The canal is approximately 4,000
feet long, 100 feet wide and approximately -4 feet deep.
The adjacent riparian property to the west is a trailer park. Existing man-made features on the
property other than the canal consist of a paved road system, a pond, a sales office, a boat ramp and a
bulkhead along the upstream area of the canal. Construction is underway for several homes in the
subdivision and several more have been completed.
The waters of the Pasquotank River in this area are classified as SB by the Division of Environmental
Management and are closed to shellfish taking.
The applicant proposes to replace a shoreline bulkhead located along the east shoreline of Pelican
Creek. The existing bulkhead is approximately 176.2 feet long and has an irregular alignment. The
applicant proposes to construct a bulkhead with a straight alignment, approximately 147 feet long with
a maximum distance waterward of NWL of 24 feet and a maximum distance landward of 28 feet. The
proposed bulkhead alignment will include a 20-foot long section of canal shoreline that currently has
no bulkhead. The existing water depths in the area of the project site range from -3-1/2 feet to -8 feet
below NWL.
The applicant proposes to remove approximately 106 feet of the old bulkhead and excavate
approximately 1,471 square feet of uplands located behind the old bulkhead to a depth consistent with
the adjacent canal bottom. The proposed bulkhead length for this section is 73.9 feet.
The proposed bulkhead waterward of NWL will be a 72.9-foot long section in Pelican Creek and will
require 833 square feet of the canal to be filled.
PAGE Development Company, LLC; Pelican Pointe, Major Modification #160-03
Page 3
The proposed bulkhead alignment will result in approximately 833 square feet of Public Trust Area
(PTA), Estuarine Water (EW) Areas of Environmental Concern (AEC) canal bottom being filled, and
approximately 1,471 square feet of Estuarine Shoreline (ES) AEC being excavated to an average depth
of 7 feet, thus creating an offsetting area of PTA, EW AECs. Approximately 125 cubic yards of fill
material will be placed below NWL and approximately 380 cubic yards of material be excavated
below NWL.
Submitted by: Frank A. Jennings, III
Date: February 7, 2005
f_°.

k'
Form DCM-M7-1
APPLICATION* ?•,.
Cro be completed by all Applicants)
b. Ci town, community or landmark
1. APPLICANT
Landowner:
Name 2 Jo8V ?o M GN.4 ev tic,
Address l a 9?? ?OX N1t-???o? ?Rtlles
City /pj? MoN/d State
_ Day Phoned - 36 D ' ???
Zip
Fax ley-.!L6 Q -• /ov z
b. Authorized Agent:
Name 11 d J-C- SL°rl0. le
Address O oX ?? 7y
// nn
State • C?
City
Zip D 9 Day Phone ?Sa , 338- ????
7
Fax
c. Project name (if any)'
,M /AW
NOTE, Pernst will be issued in name of lmid~wr(s), and/or
project name.
2. LOCATION OF PROPOSED
c. ? address or secondary road number
N G CS v <l?Y
d. Is proposed work within city limits or planning
jurisdiction? ... V Yes No
e. Name of body of water nearest project (e.g.. river,
creek, sound, bay) Al
FA,69 tAclr*-'!K R i V611t
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.
Rs: - 4416-N' 5X15rIN6- 6A#1AV4 %11
,•rm*y Nx4EDS
b. Is the proposed activity maintenance of an existing
project, new work, or both? &+4
c. Will the project be for public, private or commercial
use? tt)/? tr
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. E t S NU 44 kW1
A)EWbs Aika1. x4604 T. P &0005t:
rV A l N T i4 1T)f) J_ LXtST/ fj C P-7*L.
&?tkN?n ?1icG p?E?>? b7PpS?o?/
PROJECT
a. County -
i III,,
Revised 03195
Form DCM-My-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract roc QF_
b. "Size of individual lot(g) ILE. S a
c. Approximate elevation of tract above MHW or
d. Soil type(s) and texture(s) of tract
m. Describe existing wastewater treatment facilities.
ClT.r' SGlt)t=g
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.)
sV.6 sic L ka10 >Fc? a-'s 14c-x,r, t4 l.,
o. Describe existing drinking water supply source.
e. Vegetation on tract e6941 Kr d ??11 G ?r ? s. 5?
,,? )4 sS
4f. Man-made features now on tract c ,QA
A0e 4i r??a /A- J t9 G. e >{e_,4-eJ
C,A T`? r?•l, ?' F} f)u' S 1. s
g. Wbat is the CAMA Land Use Plan land
classification of the site? (consult the load land use plan.)
Conservation; ,. . ,Transitional
Developed _ Community
Rural Other
h. How is the tract zoned by local government?
i. Is the proposed project consistent with the applicable
zoning? -1'es No
(Attach zoning compliance cerrtfteote, (f applicable)
j?
Has a professional
done for the tract?
If yes, by whom?.
archaeological assessr?Nnt been
Yes
k. 1$ the„project located ' in a National Registered
Historic District., or does it involve a National
Register listed or eli ' le property?
Yes No
1. Are there wetlands on the site? Yes _L_1?0
Coastal (marsh) Other
If yes, has a delineation been conducted?
(Attach do=mentation, if available)
5. ADDITIONAL INFORMATION
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 tide
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 tide, 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
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
Form DCM-MP-1
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
rtifies that such notice has been provided.

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,
further ce
I certify that I am authorized to grant, and do in fact,
federal
Name permission to representatives of state ed and lands in
-- grant P
Address z4 Br roc e,
Phone -1.?? review agencies to enter on the aforemention
nnection with evaluating information related to this
?v 1A o .t application and follow-up monitoring of the
NameG?z?l ?t?G. o7,7 -/C75,-
Address % y c
Phone
I further certify that the information provided in this
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. _
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
0 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 or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
application is truthful to the best of my knowledge.
This is the S .. day of Lek?'`?"?'2F, ?
Print Name rj? ' 1
r,msdowner or Authorized Agent
please indicate attachments pertaining to your proposed
project.
CM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
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.
1
r-
;l
Revised 03/45
?iVATION
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 till
activities. All values to be given in feet.
Average FhW
Length Width Existing Project
Access channel
(MLW) or (NWL)
Canal
XS?0wceV-'1C
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)

? lv+
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 1 300 Ca v d s
b. Type of material to be excavated % cvt --
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes C?fo
d. Highground excavation in cubic yards z )V L g vds
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area 14 ' d1,111a CXC'lk?`?fr?
?il A? ?V? ri L ?, L L O,,4Se a FC C OA(k ,C) l
13 vALIC HE? i r7
b.( Dimensions of disposal area
(3crliivtl boLlCHCJ40 We7 Mrftc'rdretL ??LL
?? ?l St105c'v/ Oru S: r L: GU r c?? f'?? t.
c. Do you claim title to disposal area?
(--Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes '-No
If yes, where?
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes `?No
f. Does the disposal inc ude any area in the water'?
Yes No

Form DCM-NW 2
3. SHORELINE STABILIZATION
a. Type shoreline stabilization
Bulkhead Riprap
b. Length / ` -7
c. Average distance waterward of MHW or NW L
0
d. Maximum s tance waterward of MHW or NW L
a' r
e. Shoreline erosion during preceding 12 months
i)OA t - 130'LkH('4d /Iv RhF4:L-
(Source of information)
f. Type of bu ead or r}prap material
W000 V/ V)
g. Amount of fill in cubic yards to be placed below water
level
(1) Riprap
(2) Bulkhead backfill Cuc/s
h. Type of fill material G?? !'? y 1= `? L
?u wT?'i t4 c,
i. Source of fill material
r-ore J3 1e L IC iq c-r* d ?? L S ?,2 r ?v f.
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will till material be brought to site?
Yes No
If Yes,
(1) Amount of material to
(2) Dimensions of fill area
placed in the water.
b. Will fill material be placed in
(marsh), SAVs or other wed ds?
Yes No
If yes,
(1) Dimensions of fl area _
(2) Purpose of fill
coastal wetlands
5. GENERAL
a. How will excavated or till material be kept on site
and erosion controlled'? _Da%/C 6 544-
b. What type of construction equipment will be used
(for. example, dragline, backhoe, or hydraulic
dredge)?
11'!+( 'Muir" r L X Cr4i)A'T-o lJ o m?
c. Will wetlands be crossed in transporting equipment
to project site? Yes _L-_ No
If yes, explain steps that will be taken to lessen
environmental impacts.
pil /Cr-Gt/ ?p/ AJ?L' _/?t? D<q / ?? GQ cG?C? ><iow
?, ,PP,6= n?f u?rrr9jse!-Nnme ,
Signature
;?_ / S-/fS-
Date
(3) Purpose of fill

pa/??-r?
PEE C 4 Y l
C ta?m A- Ivt A-o-e Mod ? IGp -03
PoT To SCAt-i%
6
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j
ay ?
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RIM

U.L OOA2T $ It GUARD 5AS[

0
?,4A LOT 42 LOT 43
d
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EX1Sj? BPD / • _?
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11.a' --1
, - - LOT 44\
\
PASQUOTANK
COUNTY
i ?
TV =? /
1
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,
.
.
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Y
TO BE
J?
EXCAVATED m?j SA 1 ?

I HERON COURT

i 50 R/W
09
N
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86•
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10.9'
I

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4 I
833 S.F.
TO BE
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i I
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o
01

t
?
i
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:
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3

?. I I
COMMON
AREA

30' 15' 0 30.
Preliminary Not For Construction 1 inch = 30' it.
GRAPHIC SCALE

, ? ???, F? L `? ?l???oy? FlLE No.
subdivisions
SURVEY DATE CAMA SKETCH F?Ri
PELICAN POINTE SUBDIVISION
LI-0d
y? v d\
CADD ME
s 2002-005 COMMON AREA BULKHEAD
SCALE
1"=30'
DRAWN
CMM
PASQUOTANK CO.
ELIZABETH CITY TWSP.
NORTH CAROLINA

504 EAST GRAKIM VRW. SURE 2
Ek obdh O t RC 27200
(254 333-1117 Mom
(2ez) 3u-nu rm
om,IwMwG AND PLANNING, P C,
f'E lEc,?N
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43
,
KHEPO
i
60
PASQUOTANK
COUNTY ,
?'? /
W p
/ Q
172 S
F
1 m
.
.
.
TO BE
EXCAVATED
1 % 10
,1 301
10

1
N
M

86?
?o.
V'
CA
1,019 S.F.
TO BE
FILLED
0
i
LOT 42 LOT

j j acp
j1!D
r
COMMON
AREA
'.
r ?•
i ,
11LE NO.
C191W/4 /l-ti4So1M Der Gic#4T17 ubdivision;
SURVEY DALE
Preliminary Not For ConStrUdi0t1 02`005
sclE
Uo S 5 SGCTI D w t..0C,4TbR 1°=30'
noku
LOT 44
I
/
/
/
/

30' 15' 0 30'
1 inch - 30' rt.
GRAPHIC SCALE
CAMA SKETCH FOR,
PELICAN POINTE SUBDIVISION
COMMON AREA BULKHEAD
CMM PASQUOTANK CO. ELIZABETH CITY TWSP. NORTH CAROLINA
W4 EAST EUZABEM MW, RM 6
QWdw& atK NO 17009
(264 331-1117 Fhow
[phone] Fox
bMG In PIaMG,1. c
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Page Development Co., LLC Pelican Pointe
Project Number 03 1217
Recvd From DCM
Received Date 9/22/03 Recvd By Region
Project Type residential subdivision with amenities
Certificates
Permit Wetland
Type Type
CA-MA esturine
Mitigation
MitigationType
County Pasquotank
County2
Region Washington
Stream
Wetland Wetland Stream Class Acres Feet
Impact Score Index Prim. Supp. Basin Req. Req.
1 Y _0N ? 30-3-(12) SB F- 30,150. 4.00
Wetland
Type Acres Feet

Stream Impacts (ft.)
I IF—-
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more Info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: O Issue * Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
HOLD- Appficant should have Strm water management plan in hand before issuance of permit.
Statement indicatiing that no marina activities will be conducted on this site
cc: Regional Office
Central Office Page Number 1
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F, Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary
September 15, 2003
MEMORANDUM:
TO: Mr. John R. Dorney
Environmental Biological Supervisor
Division of Water Quality
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
Doug Huggett
Major Permits Processing Coordinator
NERMRS wi GRoup
SFP l ? 2003
TERQUALITYSECRON
CAMA/DREDGE & FILL Permit Application Review
PAGE Development Company, LLC (Pelican Pointe)
NC Highway 34, South of Elizabeth City, beside USCG Air Station,
Pasquotank County and on the Pasquotank River
To construct a residential subdivision with four boardwalks along a man-
made canal and the Pasquotank River.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by October 5, 2003. If you have any questions regarding the proposed project, please
contact Frank A. Jennings, III at [phone]. When appropriate, in-depth comments with
supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
1367 U.S. 17 South, ity, North Carolina 27909
Phone: [phone] FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: PAGE Development Company, LLC (Pelican Pointe)
2. LOCATION OF PROJECT SITE: NC Highway 34, South of Elizabeth City, beside USCG Air
Station, Pasquotank County and on the Pasquotank River
Photo Index - 1995: 167-1712 (A-J 18-24) 1989: 127-5 (A-L 3-6) 1984: 121-751 (H-X 1-4)
2000: 237-1909 (A-K 12-15)
State Plane Coordinates - X: 2827600
GPS: E082518A
3. INVESTIGATION TYPE: CAMA
Y: 930000 Elizabeth City Quad LC
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 08/25/03
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - 08/25/03
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Elizabeth City
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PTA, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Private Community
(E) Wastewater Treatment: Existing - None
Planned - connect to City sewer
(F) Type of Structures: Existing - bulkhead, jetty, boatramp, dirt roads, sales office
Planned - paved roads, single family dwellings, boardwalk, adult community
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
o L_
7. HABITAT DESCRIPTION: [AREA]
r%"r.'7%f"Vr7r% T LYMTDDUn OTUPP
(A) Public Trust Area, 7,552 sq ft covered
Estuarine Waters
(B) Estuarine Shoreline 4 acres 8,000 sq ft paved
20,058 sq ft covered
(C) Upland 48.42 acres
(D) Total Area Disturbed: 52.42 acres
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No
8. PROJECT SUMMARY: The applicant proposes to construct a residential subdivision with four
boardwalks along a man-made canal and the Pasquotank River located on NC 34 north of the Coast
Guard Air Station, Elizabeth City, Pasquotank County.
PAGE DEVELOPMENT
PAGE TWO
Project Setting
The site of the development proposal is approximately 145.9 acres tract adjacent to the north boundary
of the U.S. Coast Guard Air Station, on NC 34, Elizabeth City, Pasquotank County and on the
Pasquotank River. The property has an elevation of from 3 ft to 7 ft above normal water level (NWL)
and has Mattapex, Bertie and Barclay soils. Most of the property has been used for agricultural crop
production and is flat.
The shoreline along the Pasquotank River has a bulkhead for shoreline protection. The north side of
the property is bounded by Pelican Creek, which is a man-made canal that connects to the Pasquotank
River through a basin area. A portion of the basin shoreline has a bulkhead, which was authorized by
CAMA Major Permit #107-95. The shoreline along Pelican Creek is vegetated with groves of sweet
gum, pine, oak, maple and cypress as well as indigenous grasses. The canal is approximately 4,000 ft
long, 100 ft wide and approximately -4 ft deep.
The adjacent riparian property to the west is a trailer park. Existing man-made features on the property
other than the canal consist of a gravel road system, a pond, a sales office, a boatramp and a bulkhead
along the upstream area of the canal. Construction is underway for the road system of the subdivision.
The waters of the Pasquotank River in this area are classified as SB by the Division of Environmental
Management and are closed to shellfish taking.
Development Proposal
The applicant proposes to subdivide the property into 107 single family residential building lots which
will occupy a majority of the property area and a 106 unit adult community called Pelican Pointe Village
which occupies approximately 21 acres. The entire project will have approximately 11,345 ft of paved
roadway approximately 20 ft wide. Approximately 8,000 sq ft of pavement will be located within 75 ft of
the adjacent canal near the basin area. The roadway located in the area designated for single-family
building lots will be drained by open grassed swales. Nine swales are proposed to be constructed from
the roadway to the adjacent canal and two are proposed to be constructed from the roadway to the
Pasquotank River. Temporary stone sediment traps are proposed to be installed at the shoreline in the
swales and will be removed after the swales are vegetated.
In the area of Pelican Pointe Village, 31 units of the planned 106 units will either be within 75 ft of the
NWL of the canal or will have a portion of the building footprint within 75 ft of the NWL of the canal.
The applicant proposes to construct a walking trail along the shoreline for the village area. The trail will
be constructed of wood chips or gravel and will be approximately 8 ft wide and approximately 3,000 ft
long and will be located within 30 ft of the NWL of the canal. Four boardwalks, each 8 ft wide, are
proposed to be constructed adjacent to the shoreline in the canal as part of the trail system. The
individual boardwalk lengths will be 172 ft, 227 ft, 353 ft and 192 ft. A gazebo 18' x 18' is proposed to
be located at the point.
PAGE DEVELOPMENT
PAGE THREE
Anticipated Impacts
The roadway for the proposed development will result in approximately 227,000 sq ft of pavement of
which 8,000 sq ft will be located within the Estuarine Shoreline (ES) Area of Environmental Concern
(AEC).
In the area of Pelican Village, approximately 20,058 sq ft of ES AEC will be covered by impervious
surface by the construction of the adult housing units and the gazebo. This represents approximately 7%
impervious coverage within the ES AEC. The construction of the boardwalks will result in the shading of
approximately 7,552 sq ft of Public Trust Area and Estuarine Waters AECs within the existing man-made
canal. The Pelican Village area shoreline is approximately 4,000 ft long. It is anticipated that a
stormwater management plan and a sedimentation and erosion control plan will be required. All public
utilities including water, sewer and power will be provided by the City of Elizabeth City.
The total amount of land disturbance involved with the project as proposed is 52.42 acres of which,
approximately 4 acres are located within the ES. This involves the proposed drainage swales as well as
anticipated grading and landscaping.
Temporary water turbidity will occur during construction of the wooden boardwalks over the canal.
Submitted by: Frank A. Jennings, III
Date: September 8, 2003

Form DCM-MP-1
APPLICATION,?.j7: ?;Lr f-
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name PA Q ?Je? orDM e,?? o, LLG
Ke heN59Aw _ es?n e,?r
Address 12 ?? F-x ?1/le><a bow ??i v
City State Vt=
Zip J_3 x 3 3 Day Phone Fo 4- 2 G o- 0;?8'
Fax 20 4 - 34C - I o02
b. Authorized Agent:
Name /U n N f
Address
city State
Zip Day Phone
Fax
c. Project name (if any) . i e-I c #4 rv A9 0V 41e
No78: Perrrdt wiii be issued in nome'of iandowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County
b. City, town, Comm ni?ty or landmark
c. Street address or secondary road number
d. Is proposed work within city limits or planning
jurisdiction? _x- Yes No
e. Name of body of water nearest project (e.g. river,
/i'I r pl--Nti Ve- Crr cy?a ? «????
creek, sound, bay) W
PA-s q MOT-r mot{ R l vt:F-f
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.
SG,v,orZ-_ UII- LA e Sit P,O yV1 .5)
,L'?,9i0S wrlt^?W????S `,- ?au?fr°V3rrr+4i.fCwl
A) A-) 64
b. Is the proposed activity maintenance of an existing
project, new work, or both? Ne-tv to v oe le
c. Will the project be for public, private or commercial
use? „?Or ?? rP r" t ?? tw -r- - g Uayv r-i a c,
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 ,?, e?e.?-h
Revised 03/95
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract S? 9 q eye s
b. Size of individual lot(s) Vvt &t C .S
c. Approximate elevation of tract above MHW or
NWL 4 °/ 1 A$0yc NwL. -
d. Soil type(s) and texture(s) of tract
/'? / o A N1
e. Vegetation on tract nA'<s iN" CY Bess
TXee5 t9,t!aCul ??n Opal S
f. Man-made features now on tract Gee v- /?°`+ w
C,ierC- f'cm?itJ C. rdrt .ac gu??etae,???
f3CA Tom' 0, ua
g. What is the CAMA Land Use Plan land
classification of the site? (Cowult the local land use plan.)
Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
t7,07?i0"S'e-'K? f,,? "i)
i. Is the proposed project consistent with the applicable
zoning? Y Yes No
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes a 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 V_ No
1. Are there wetlands on the site? Yes _* No
Coastal (marsh) Other
if yes, has a delineation been conducted?
(Attach documentation, if available)
m. Describe existin wastewater treatment facilities.
1%2000e I C: S -wv'& p /rla?@d
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.)
.54Ak1-#4Cr- kAt-) ooA!-jV
o. Describe existing drinking water supply source.
b /.9 C
5. ADDITIONAL INFORMATION
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 I1" 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
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
Revised 03196
Form DCM-MP-1
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
Address
Phone
Name
Address
Phone
Name
Address
Phone
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.
U t, Crx?s7.,,t ,,E? ?3 I certify that I am authorized to grant, and do in fact,
S r^ f-lx, oar' r' C CAJ Te- L 1124 J7,1o grant permission to representatives of state and federal
.P r G 000 review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
A''' 04;;1
`permit application and follow-up monitoring of the
project.
2 2- 3 3 S. S r U r /Ll C ?? '7 C,. c.: ,d
I further certify that the information provided in this
application is truthful to the best of my knowledge.
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
?C4m4 MA soic J-k /a 7 - 9 S'.
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
?.ua 3
This is the o?-S day of 1Llu sec (?.iq
Print Name gc .e Ae ve Z 242Zef' ZL
Signatur `
lxk?owner or Aulhorized Agent
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
_
DCM MP-3 Upland Development
DCM MP-4 Structures Information
_ DCM MP-5 Bridges and Culverts
- DCM MP-6 Marina Development
NOTE: Please sign and date each attachment In the
space provided at the bottom of each form.
Revised 03/95
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major h.
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed 013 /'f ONS/Nq 1&4.5 2
SL°W ur?"p S?/a ?voN$ A2 G?i4?K Ji+YS i
?4l
b. Number of lots.or parcels c2 13 To
??7 R?SiOero?'? ,+ l l 0 6 .SeNiu/? ?"f IXls/N5
C? u,prlou5 e.
c. Density (give the number of residential units and the
units per acre) /. `'f sw p 19etee-

UG 2 a
COASTAL h,^?i',;; :c l« id
Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
X Yes No
If yes, date submitted ?ul 3., a002-
Describe proposed method of sewage disposal.
64 se west
Have the facilities described in Item i. above
received state or local approval? R u N>v, -
(Attach appropriate documentation) C e ^JC "I? k & N-r-1- V
k. Describe location and type of proposed discharges to
d. Size of area to be graded, filled or disturbed waters of the state (for example, surface runoff,
including roads, ditches, etc. sanitary wastewater, industrial /commercial effluent,
52. 14 2 14e ees "wash down" and residential discharges).
Su ? F-,4 C r ,0. IU 6),Z- C
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? _X Yes No
If yes, date submitted _! 'c104 -3 . 2 ao 2
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
m. Will water be impounded? Yes X No
If yes, how many acres? N /
List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
As 0/,4 /?
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. 7 7V
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? N .4
r
T
AmUcant of Beoiect Nawf
/ /4u qta S J d2 yv
Date
RPvicpd fil/09
p
Form DCM-MP4
AUG
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major e.
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application which relate to x /t4
this proposed project.
a. Dock(s) and/or Pier(s)
(1) Commercial ?c Community _ Private
(2) Number / z 3 4 ?Uu 5Q
(3) Length 1'7. ' .2 a'? 3 S3 19 ?? ?, ` w? ?s
1
(4) Width R' B " G "
(5) Finger Piers Yes Y_ No
(i) Number Nl rr
(ii) Length Nl /F
(iii) Width +^ I
(6) Platform(s) Yes X No
(i) Number A/],+--
(ii) Length ')A J.
(iii) Width 1, /
(7) Number of slips proposed PIA
(8) Proximity of structure to adjacent riparian
property lines 7v
(9) Width of water body 8 a
(10) Water depth at waterward end of pier at
MLW or NWL 3 Fr
b. Boathouse (including ered lifts)
(1) Co ercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, shee?t'pile, etc.)
J (1) Number
rte! (2) Length(s)
A 2-0 c)
Date
d. Breakwater (e.g. wood, shee ile, etc,)
(1) Length
tv/ Iq (2) Average distance 16rn MHW, NWL or
wetlands
(3) Maximum distanbeyond MHW, NWL or
wetlands
EUZA6,- M Qt 5 !f
Mooring buoys
(1) _ Commercial _
(2) Number
(3) Description of buoy
(Color, inscription,
(4)
(5)
ity - Private
anchor, etc.)
Width of water bo
Distance buoy(s)
shoreline
to be placed beyond
f. Mooring structure (boat lift, coring pilings, etc.)
(1) _ Commercial ommunity _ Private
(2) Number
(3) Length
(4) Width
g, Other (Give complete description)
N ? Appt or t Nam
S nature
Revised 03/95
PELICAN POINT
ELIZABETH CITY, NORTH CAROLINA
Design Narrative

Page Development Company LLC is proposing the development of a new mixed-use
residential/commercial subdivision. The proposed development will include the construction of a
roadways infrastructure and the necessary utilities to serve the development. Storm water
management of the low-density residential areas will be by swales and over land flows, the
higher density commercial and town home areas will require wet detenton ponds for treatment.
Addition information and calculations on the project storm water manage systems will be
provided in more detail as this report progresses.
The project site is approximately 139.4 acres. The site is located in Pasquotank County, with in
the city limits of Elizabeth City, NC. The project is on NC 34, adjacent to the US Coast Guard
Base to the West, the Pasquotank River to the North, and a man made canal to the East.
The majority of the project site is currently used for agriculture crops, a small area of
undisturbed lands exists on the point, near the Pasquotank River and along the man made
channel. These small undisturbed areas are made up of turkey oak, scattered longleaf pines,
and limited ground cover.
The Soil Survey of Pasquotank County is dated and requires cross-reference with Camden
County's soil properties, (a cross reference sheet is included) the soils within the project area
are Barclay silt loam, Roanoke/Perquimans, Udorthents loam, Yeopim silt loam and
Pasquotank silt loam. These soil types' hydrologic groups range from "B" to "D", have an
apparent high water table 1 to 4 feet below grade and the permeability is generally slow at
approximately 0.2 to 6.0 inches per hour. The project soil characteristics indicated above will
benefit and support a wet detention pond treatment system.
The project is within the Pasquotank River Basin and drains to Pasquotank River, stream class
SB; stream index number 30-3-(12).
The project is broken up in to three (3) drainage basins (see drainage basin mar Ch,$).
I
Drainaae Basins 1 and 2 F ,
Drainage basins 1 and 2 are high density, storm water runoff from these drainage basin s be
conveyed to one of two wet detention ponds, via overland flow, storm inlets, culverts and
d i
i
de
grassed swales. Storm water treatment, from the proposed improvements, will be prov n
the wet detention ponds. The detention ponds have been designed in accordance with
NCDENR Best Management Practices (BMP). Both ponds' designed length to width ratio is
approximately 3:1 and includes a fore-bay volume of 20% of the ponds overall volume. P ond
side slopes are 3H to 1V, with 6H to 1V planted littoral shelf. The littoral shelf is provided just
below the control water surface elevation. The permanent pool depths of pond #1 and #2 is 7
feet. The pond will detain the 1" rainfall volume from the projects drainage basins. Th e 1"
rainfall volume will draw down throw a 3" orifice in Pond #1, in 3.28 days and a 3" orific e in
Pond #2, in 2.83 days. Storm water in excess of the 1" rainfall volume will overflow the po nd's
riser structure and discharge to the drainage channel along the property line bordering the US
Coast Guard base. The permanent pool water elevations of both pond #1 and #2 is 3. 0 ft.
Draw down orifice elevation is set at the permanent pool water elevations. The 1" runoff rainfall
f th
l
ti
Thi
ti
i
th
d #2
l
d 4
3 f
e e
eva
on o
on
s
or pon
.
s e
eva
.
volume elevation of pond #1 is 4.2 an e
overflow riser structure. The water elevation of the pond #1 realizes an elevation of 4.49 du ring
a 24-hour 10-year storm event, 5.05 during the 24-hour 50-year storm event and 5.65 du
the 24-hour 100-year storm event. The water elevation of the pond #2 realizes an elevatio ring
n of

4.60 during a 24-hour 10-year storm event, 4.89 during the 24-hour 50-year storm event and
5.24 during the 24-hour 100-year storm event.
The emergency overflows of both ponds, is at elevation 6.00 and discharges from the ponds to
the drainage channel along the property line bordering the US Coast Guard base. The 24-hour
100-year storm event water elevation of both ponds is well below the ponds top elevations.
NCDENR DWQ - SA/ DA Ratios, 1" Volume, pond Draw Down Calculations an, he' 24-hour;1,0.,- I
50 and 100-year pond water elevations, taken from the hydrograph summary reports are
included with this report.
Drainage Basins 3 ?. ?.. _
Drainage basin 3 is made up 107 residential lot of approximately 5/8 acres each and some
common areas, the built upon area of this basin shall be no more that 30%. Storm water runoff
is conveyed to the channels to the North and South and the Pasquotank River, via overland
flow, storm culverts and grassed swales. The swales have been design with 4 to 1 and 6 to 1
side slope and 10-year storm velocities are less than 2.0 feet per second for all swales.
Swale calculations are included with this report.
Applicants Name: Page Development Company, LLC [phone]
12908 Fox Meadow Drive [phone], fax
Richmond, Virginia 23233 Contact: Ken Henshaw, President
Location: Pasquotank County off Hwy 34, Weeksville Road, Elizabeth City, North Carolina.
Corrdinates- Latitude N 36 16'6.06"
Longitude W 76 11' 18.32" ( from USGS map in center of property)
Site Area: 145.9 Acres +/-
Linear Feet of Shoreline along Pasquotank River: 2800 LF
Linear Feet of Shoreline along Canal: 7300 LF
Wetlands on site: NO wetlands on site due to 404 jurisdictional wetlands were
dredged in the late 1950's, early 1960's. No wetlands currently exist on site.
Site Parameters:
Local Land Use Plan: Pasquotank
Land Use Classification: Conversation
AEC Jurisdiction: No Wetlands on site.
Water Dependent: yes
Intended Use: Private use
Wastewater Treatment: Existing: None
Planned: Gravity Sewer for entire development
Water System: Potable water supplied by Elizabeth City and new waterlines
throughout development.
Type of structures: Existing: Bulkhead along Pasquotank River
Planned: 4 boardwalks along the Canal interior of property,
walkways along the Canal at the Senior Center.
1-17-2003 12:hdPM FROM MCKIMCREEDWILMINGTON 91025dBS82 P.2
C ?z ' Pv
State of North Carolina
Department of Environment and Natural Resources
r??a\! f' ?()!
Division of Water Quality
changes made to this form will result in the application being returned.
WATERSHED CLASSIFICATION ATTACHMENT
(THIS FORM UAY BE PHOTOCOPIED FOR USE• AS AN ORIGINA)
To determine the classification of the watershed(s) in which the subject project will be located, you are required to
submit this at with Items 1 through 8 completed, to the appropriate Division of Water Quality Regional Office
Water Quali Supervisor (see Page 2 of 2) prior to submittal of the application for review. At a minimum, you must
include an 8 " by 11" copy of the portion of a 7.5-minute USGS Topographic Map that shows the surface waters
immediately ownslope of the project. You must identify the location of the project and the closest downslope
sutfaee wa (waters for which you are requesting the classification) on the submitted map copy, If the facility is
located in At Noust River Basin, also include a copy of the soil survey map for the project location. The
corresponds g non discharge application may not be submitted until this form is completed by the appropriate
regional of a and included with the submittal.
1. Appli is name (name of the municipality, corporation, individual, etc.):
Fa - v e:ot C / n, Renshaw.
2. Namc ax d complete address of applicant: Pate Development
i ow Drive ?-
City! State: N, C. Zip; 23233
Teleplto a number: LL04 ) 360:4228 Facsimile number:( 304 L 360.1002
3. Project amt (name of the subdivision, facility or establishment, etc.): ---
P el a Pointe
4. County, here project is located: Pasauotank County ?,..._. ..___..__
5. Names of closest surface waters: Pasquotank Ri'p'er
6. River b' in(s) in which the project is located: Pesguutank River Basin
7. ;fopogC laic rpap narAe and date: Elizabeth Ci 1997, rvla tech Inc.
i
8, Norih Molina Professional Engineor's Seal, signature, and date:
E 1%
02
.

TO: REGI NAL OFFICE WATER QUALITY SUP)ERVXSOR ?+?ri„l,$ a+`
Plcast provi a me with the classification(s) of the miface wators, watershed(s), and appropriate river basin(s) where
these activiti s will occur, as identified on the attached map segment:
Name(s) of rface waters and river basin(s):y ["? 1 A F+1 Tl?
Ciassiticatio (s) (as e.stablished by the EMC):
Proposed cl
?-"
sificarion(s), if applicable,...
River basin ffer rules, if applicable:
Signature of egional office personnel: d C .-Date!
FORM: CA 10/99 Page 1 of 2
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Name: ELIZABETH CITY Location: 036° 16'04.2" N 076° 10' 33.0" W
Date: 1/17/2003
Scale: 1 inch equals 4000 feet
Copyright (C) 1997, Maptech, Inc.

1e?ArN ?o ?yv-C?.
DCM % DWQ %
Development Type FEE (143001601 ,435100093 1625 6253 (243001602 435100095 234
I. Private, non-commercial 0% (SO)
development that does not involve 5250 10096 (5250)
the filling or excavation of any
wetlands or open water areas:
11, public or commercial development 0% (SO)
that does not involve the filling or $400 100%(S400)
excavation of any wetlands or open
water areas:
MENEWO
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,13, C, or D
below applies:

III(A). For Private, non-commercial
development, If General water Quality
S250
100%($250)
0% (SO)
Certification Nc.3301 (see attached)
can be applied:
111(8): For public or commercial '
0°/. (SO)
development, if General water Quality /(S400 100% (5400)
certification No.3301 (see attached)
can be applied:
111(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and
$400 60%(S240) 40% (S 160)
written DWQ concurrence is needed
because of concems related to water
quality or aquatic life:
III(D). If General Water Quality
Certification No. 3301 (see attached) 5400 60%(S240) 40% (5160)
can not be applied:
IV. For development that Involves
the Ailing and1w excavation of more
5475
60% (S265)
40% (5190)
than one acre of wetlands and/or
open water areas:

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IS a small dam with a weir outlet and
built-in sediment basin.
USE at the outlet of a temporary diversion,
silt
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ditch, drainage ditch or channel to trap
sediment before water runoff leaves the
not use in a live stream.
it
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project s
CONSTRUCT of Class-B stone lined with
sediment-control stone. Basin should be 4
900 cubic ft. per drainage acre, and dam
j weir length variable to the drainage
or less)
1
.
acre
area (minimum 4 ft. for
Apron length should be approximately
equal to the height of the dam, with
minimum 2:1 side slope.
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DESIGNER
J101 MOUNT HILL DRA E
AUDL07NLIN, 9-7RG1NL4 73113
[phone]
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I o O i LINE TABLE CURVE TABLE .
I ~ / ~ ~ O, " ~ LANDSCA E LINE LENGTH BEARING CURVE LENGTH RADIUS HEADER CURB ISLAND L33 50.50 N06'S4'31"E C26 156.20 278.26
~ ~ 4'~ ASPHALT ROAD EXISTING L34 49.92 N12"19'27"W C27 224.25 250.00
m;D GRADE L35 376.52 N12'19' 7"W C28 1451.67 600.00
I ~ % ~ r , ~ FAT R 2 I' L CUB 1 4 ~ 1 /4 L36 335.83 S83'30' 8"E C29 78.54 50.00
I D~ L i f`~ _ L37 31.36 N42'07'55"W C30 78.54 25.00
-C ~ ~ ~ o °pooo0o `~°o0o°p° o L38 117.07 S1279'27"E C31 266.60 1015.00 ~ ° ° L39 176.73 N22'45'?9"E C32 106.60 500.00
~ ~ ~s ~ ~ ~ ~ 6.00 r- L40 tOL59 " SECTION C N68 31 15 E C33 718.69 600.00
I z , ~a4 I m, ~a4 17+0o L41 202.02 NO6'29'41"E C34 297.72 275.00
R ~ I 'r- L42 390.00 N41'49'50"E C35 1045.10 1000.00
~ SW LE SW LE j L43 124.90 N4T52'05"E C36 227,17 525.00
8' 4' 10' 10' 4' z 8 L44 254.25 N7T40'33"E C37 211.90 500.00 g' g' L47 149.87 N58'00'22"W C38 707.89 1135.64
I I v ~ ASPHALT I " " n
~ , 5 CONC. I I ROAD I ~ SIDEWALK I EXISTING II ASPHALT L48 119.40 N18'25'16"W C39 152.45 500.00 ROAD EXISTING L49 335.64 S31'59'38"W C40 273.13 525.00
~ ~ GRADE W i 1I4 1 ~4 ~ ! GRADE L50 22.24 N54'51'38"E C41 276.36 400.00 FIAT CUR 1/4 1/4 L51 120.61 N18'36'35"W C42 875.76 217.77
~ 80 0 80 160 ~ ~ 4 4 ~ 4 ~ 4 " 1'~' , L52 24.41 N03'31'17"W C43 164.98 136.78
i 11 1(' o pOoQ~ ~°0 0 11;1 r 0 Do 0 0 0~ o `r~l - °o poaoQ~ ~p ° o L53 143.37 N43'29'33"E C44 36.78 130.46
II 1 / SCALE: 1 =80 (Horiz.) L54 167.19 N50'30'30"W C45 82.05 100.00
P ~ I I Ro L55 172.38 S79'35'09"E C46 169.38 300.00
I Po sE , D SECTION A I B L56 31.58 N46'30'27"W C47 50.28 70.00 SECTION D L57 73.03 • ' " C48 14
Mp Pp ND S59 59 07 W 2.41 150.00 L58 150.83 S31'S9'38"W C49 114.82 80.00
, L59 27.49 N36"16'S8"W C50 104.56 350.00
~ HEADER CURB R ~ ~ L60 30.64 N18'O6'44"E
sw LE sw LE 18' 40' 1$' L61 103.08 S79'39'23"E
P . 1 , RO ~ ~ 8 4 12 I' 12 4 8 1 Po ~p L62 62.18 N83'13'40"E
S~ Imo. I ASPHALT po ~s L63 27.50 N83'05'29"W LANDSCAPE
I ~ 5 CONC. ~ I Z ~ ROAD ~ / ?~D HEADER CURB ISLAND O a+,. ate.
~ SIDEWALK EXISTING ~ ~ ASPHALT ROAD EXISi1NG
~ ~ ~ 1 4 ~ ~ GRADE „ ~ 1 ~4 GRADE FLAT CUR
332. ~ ~ 4 ~ 4 ~ 4 ~ 4 ~ 67 ~ N i ~ 11~ lr o °o4i ~°o 1~ 1~ _ 1~4 ~ 1~4 QGT ~ ,1 t~
~ o 00 0 0 00 0 f l y I g3 ~ ~ ~ ' S'~ ~ ~ I L~iNDSCAP o
~ 0S3 W,~-,~'` , ~ E , c ISLAND o °p o° sOA~ ~ ELIL~:UL`~i ~1 i;i i Y
N ' r r 8 I
~ - SECTI • ~ ON ~ N SECTION E
01 I p I
~ SEAL SEAL ; - 3 - - DAT : ua~c owc NuueER ~ E 14 JUNE 2002 SCALE
w 's 02262
~ MCE PROJ. # 02262-0001 f V1N~ U~ VGI1GLVf~ME HORIZONTAL:
~ ~ ~ ~ DRAWN CMM SFA JLC SHEET NUIdBER
N M6 M6 Y.L / .1h. V ?wO.i Wirli/~ i i DESIGNED CMM JAR 1`-B0,
East Elizabeth rj 504 EIJZABETH CITY NORTH CAROIJNA /CHECKED BLW VERTICAL:
TR~~ ~ Street, Suite ~1 cL OR ? _ pR~(EYAPt Phone; [phone], Fax: (2a2)338 1117 C102
RECORDATION a Elizabeth City, NC 27909 ' PROJ. MGR. BLW OF
%7,0 SITE LAYOUT (1 OF 3) s:
:EV.NO. DESCRIPTIONS DATE Dir-~IICAN POINT TAX MAP P-142 PARCEL 30 STATUS: REVISION
REVISIONS Internet Site: http://www.mckim reed.com A ' !w

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t LB 83,80 ~ 1 ~ EX. TREES NOTES
1.) OWNER: PAGE DEVELOPMENT CO., L.L.C.
'y N/F ' UNITED STATES OF A4~ERIC' EX. TREES ' P 12908 FOX MEADOW DRIVE
1 Q - P K NAIL D.B. 96, PG. 390 t I Q -EXISTING IRON PIPE RICHMOND, VA 23233
~ t Q -EXISTING IRON ROD ~ -CALCULATED POINT 2.) AREA CALCULATED BY COORDINATE METHOD. 3.) PROPERTY IS ZONED: PROPOSED PUD
t ' POWER POLE I 4.} TOTAL ACREAGE OF PARCEL: 6,355,0921 s.f• / 145.91 ACRES
1 ' 5.) TOTAL NUMBER OF LOTS CREATED: RESIDENTIAL= 107 LOTS SENIOR RESIDENTIAL= 106 UNITS
' t I 6.} AREA OF THE SMALLEST LOT: 16,020 s.f. / 0.37 acres
1 ' t 7.} AVERAGE LOT SIZE: 25,327 s. f. / 0.58 acres 8. TOTAL AREA OF COMMON AREA; 1,196,973 s.f. / 27.5 ACRES
9, RECORDED REFERENCES: D.B. 654, PG. 290; D.B. 600, PG. 674; D.B. 330, PG. 316;
' 1 D.B. 590, PG. 351; D.B. 610, PG. 385; D.B. 379, PG. 479; D.B. 665, PG. 795; D.B. 708, PG. 149;
D.B. 363, PG. 479; AND D.B. 96, PG. 390• 10.) NO N.C.G.S. CONTROL MONUMENTS WERE FOUND WITHIN 2,000' OF PROPERTY.
' 11.} A 10' UTILITY & DRAINAGE EASEMENT RUNS ALONG- ALL SIDE LOT LINES
200' too' D 2ao' . 1 i AND 20' ALONG ALL FRONT AND REAR LOT LINES.
12.) THIS PROPERTY IS LOCATED IN A F.LR.M. ZONE C, B, AND A4 (el. 6} PANEL #370185 0007 D
1 inch = 200 it. 13.) PORTIONS OF LOTS WITHIN THE SUBDIVISION LIE WITHIN THE ESTUARINE SHORELINE AEC
GRAPMC SCALE I I AND/OR THE PUBLIC TRUST SHORELINE AEC AND CAMA PERMITS MAY BE REQUIRED PRIOR
M TO THE START OF DEVELOPMENT WITHIN THOSE DESIGNATED AREAS OF ENVIRONMENTAL CONCERN. 14. TOTAL LINEAR FEET OF ROAD; 11,345 L.F.
' ~I o I I 15. ALL STREETS ARE TO BE PRIVATE AND MAINTAINED BY HOMEOWNERS ASSOCIATIONS•
g ~ 16.) ELEVATIONS RANGE FROM 3' TO 9'. 17. SOIL CLASSIFICATION IS LISTED AS CHAPANOKE AND YEOPIM.
N 18. ALL WATERFRONT LOTS INCLUDE A 75' AEC AND 30' CAMA SETBACK.
O _ EIkC DWG NUMBER
SAGO 3 I OR l~NO. ZftAN _ DATE: 14 JUNE 2002 SCALE a _ ~ZVZ
~ I = ~~I,~EGORIIAT~Gi~x; ui - MCE PROJ. # 02262-0001 - = HORIZONTAL: sNEEr NuueER
~ PLANNED 11M111T DEVELOPMENT DRAWN CMM SFA JLC / / p 1 w. w ~ www ~ wwwi ~ ~www ~ w ~ ww~ ~ ? i 1 =200
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N Z. CuLAt= I I" I U I T, NUM I N L.At'(UL.IINA UtJIbIVtU GMM~~RIt
504 East Elizabeth Street Suite' 1 CHECKED gLW V I L clol ` . - °r
s Phone: [phone], Fax: (2'152)338-1117 tiAV _ _ 4 PROJ. MGR, BLW OF
Elizabeth City, NC 27909 _ SITE LAYOUT
STATUS: Rear
REV.NO. DESCRIPTIONS DAIS POINT AN TAX MAP P-142, PARCEL 30
Internet Site: httP ; //www. mckicreed. com REMSIONS PEEIC~
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