20040394 Ver 1_COMPLETE FILE_20040312

0L(-o3?y
DEPARTMENT OF THE ARMY
` WILMINGTON DISTRICT, CORPS OF ENGINEERS
Washington Regulatory Field Office
P.O. Box 1000
Washington, North Carolina 27889-1000
IN REPLY REFER TO
May 5, 2004
Regulatory Division
Action ID No. 200411292 and State Permit No. 60-04
`WETLANDS 1401 GROUP
MAY 0 6 2004
Storm of Pasquotank, Incorporated
C/O Mr. John Bell
1000 Joyce Drive
Elizabeth City, North Carolina 27909
Dear Mr. Bell:
vVA i ER QUALITY SECTION
Reference your application for a Department of the Army (DA) permit to construct
a 20-slip boat docking facility, on property located off State Road 1126, adjacent to Pailin
Creek, near Elizabeth City, Pasquotank County, North Carolina.
Your proposal has been reviewed and found to be consistent with the provisions and
objectives of general permit No. 198000291. Therefore, you may commence construction
activity in strict accordance with applicable State authorization and the approved plan. Failure
to comply with the State authorization or conditions of the general permit could result in civil
and/or administrative penalties.
If any change in your work is required because of unforeseen or altered conditions or for
any other reason, plans revised to show the change must be sent promptly to this office and
the North Carolina Division of Coastal Management prior to performing any such change or
alteration. Such action is necessary as revised plans must be reviewed and the authorization
modified.
Questions or comments may be addressed to Mr. Raleigh Bland, Washington Field Office,
Regulatory Division, telephone [phone], extension 23.
Sincerely,
i r, U
Raleigh Bland, P.W.S.
Regulatory Project Manager
i ?
-2-
Copies Furnished:
Mr. John Dorney
D' ision of Environmental Management
Torth Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Ronald J. Mikulak, Chief
Wetlands Regulatory Section
Water Management Division
United States Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
Mr. Garland B. Pardue
United States Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Ron Sechler
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. David Rackley
NMFS, Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110

-3-
Mr. Ted Sampson, District Manager
Elizabeth City Regional Office
North Carolina Division of Coastal Management
1367 US 17 South
Elizabeth City, North Carolina 27909
A TF Michael F. Easley, Governor
?0 RQ
O G William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
?
? r Alan W. Klimek, P.E., Director
5 Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
April 23, 2004
DWQ# 04-0394
Pasquotank County
Mr. John Bell
Storm of Pasquotank, Inc.
1000 Joyce Drive
Elizabeth City, NC, 27909
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Bell:
You have our approval, in accordance with the attached conditions, to shade 0.05 acre of wetlands in order to
construct a 20-slip docking facility on Pailin Creek in Pasquotank County, as described in your application received by the
Division of Water Quality on March 12, 2004. 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
hfti)://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 anew 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;
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), (http://h2o.enr.state.ne.us/ncwetlands)
Customer Service #: 1-877-623-6748
Mr. John Bell
Storm of Pasquotank, Inc.
April 23, 2004
Page 2of2
4. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they
shall be removed and the natural grade restored within six months of the date that the Division of Land
Resources has released the project;
5. Sediment and erosion control measures shall adhere to the design standards for sensitive watersheds [15A
NCAC 4B .0024]; see NCDOT publication, Best Management Practices for the Protection of Surface Waters
(March 1997);
6. The elevated walkway shall be located greater than 3 feet above the substrate, and no wider than 6 feet.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition conforming to Chapter
150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
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 you
have any questions, please telephone Tom Steffens in our Washington Regional Office at [phone] or Cyndi Karoly in
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
Roxanne Dorman, P.O. Box 3266, Kitty Hawk, NC, 27949
040394
i-

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Pailin Creek Landing AEC 02-010; Storm of Pasquotank, Inc.
2. LOCATION OF PROJECT SITE: Between Lots 27 and 28, Pailin Creek Landing, end of Toxey Road,
SR 1126, Pasquotank County, and on Pailin Creek
Photo Index - 2000: 168-1917 (X, Y-15) 1995: 168-1718 (X-7)
State Plane Coordinates - X: 2843000 Y: 913400 GPS: E010920A
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 01/06/04
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received Complete - Incomplete;. pending EA review
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Pasquotank County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PTA, PTS
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Subdivision infrastructure (streets, utilities drainage)
Planned - 20-slip boat docking facility
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
HABITAT DESCRIPTION: [AREA]
1)RF.nnFn FTT,T,FD SHADED
7.
(A) PTA 1,744 sq. ft.
(B) PTS - 404 Swamp 240 sq. ft.
(C) 404 Swamp 320 sq. ft.
(D) Upland 9,584 aq. ft.
impervious
(E) Total Area Disturbed:
(E) Primary Nursery Area:
(F) Water Classification:
12,088 sq. ft. (.277 acres)
No
C SW Open: No
FIELD INVESTIGATION REPORT
Pailin Creek Landing AEC 02-010; Storm of Pasquotank, Inc.
Page 2
8. PROJECT SUMMARY: The applicant proposes to construct a 20-slip boat docking facility with upland
parking on an open space area and on Pailin Creek.
PROJECT SETTING
The site for the proposed development is a 50,276 square feet open space area located between lots 27 and 28
in Pailin Creek Landing, a 33 lot subdivision located at the end of Toxey Road, SR 1126, in Pasquotank
County and on Pailin Creek, which is a tributary of Newbegun Creek. The property is mostly flat, has an
elevation of approximately 6 feet above Normal Water Level (NWL), and was previously a farm field. The
property has a Cypress swamp wetland fringe ranging from approximately 40 feet to 100 feet wide bordering
the shoreline of Pailin Creek. Prior to subdividing, the property was approximately 44 acres in size. The
current lot size is approximately one acre.
The soils on the upland part of the property consist of sandy loam type soils. Vegetation on the upland area
consists of indigenous grasses. Vegetation in the wetland area consists mostly of Cypress, with Red Maple,
Pine, and Oak also present.
Adjacent property to the north consists of an abandoned railroad right of way with a train trestle crossing
Pailin Creek, and to the south, a residential building lot that has riprap for shoreline stabilization.
Pailin Creek has water depths in this area ranging from -11/z feet to -3 feet below NWL, and the bottom
consists of silt. The waters of Pailin Creek are classified as C SW by the Division of Environmental
Management and are closed to shellfish taking.
DEVELOPMENT PROPOSAL
In order to provide water access and docking space to interior lots, the applicant proposes to construct a 20-
slip marina on Pailin Creek offshore from the open space area.
The proposed 20-boat slip marina consist of the following:
• Accessing from Dockside Road, proposed on the "open space lot" between lots 27 and 28,
• Construction of a 20 feet by 133 feet asphalt driveway,
• 60 feet by 105 feet asphalt parking area (20 spaces),
• 8 feet by 62 feet gravel walkway on high ground, and
• 8 feet by 92 feet elevated wooden walkway to access 8 feet by 184 feet boat dock with 10 finger piers.
Finger piers are proposed 12 feet in length and taper from the width of 3 feet to 1 foot. One 6 inch mooring
piling will be placed at the end of each of the 10 finger piers, along with 34 additional mooring pilings (44
mooring pilings total) to assure safe portage. The proposed maximum distance from shore for the project is
38 feet.
4 FIELD INVESTIGATION REPORT
Pailin Creek Landing AEC 02-010; Storm of Pasquotank, Inc.
t Page 3
This project does not include dredging or filling. The applicant indicates that current water depths are
sufficient to accommodate boats up to 20 feet in length. Submerged vegetation was not observed during the
site visit. The opposite shoreline is approximately 168 feet away from the proposed project.
Asphalt will be trucked in and spread for the driveway (8 feet by 133 feet) and parking (60 feet by 105 feet).
Gravel for the walkway will be trucked in and spread (8 feet by 62 feet). The wooden walkway (8 feet by 92
feet), dock (8 feet by 184 feet), finger piers, and mooring pilings ([44] 6 feet by 16 feet) will be constructed
using hydraulic pump and hand tools. Mooring pilings ([44] 6 inch diameter and 16 feet in length) will be
driven in substrate using a hydraulic pump and spaced 14 feet apart for safe portage. The elevated walkway
will the constructed at a minimum of 36 inches from the wetland substrate.
ANTICIPATED IMPACTS
The proposed 20-slip marina will result in the shading of approximately 1,744 square feet of Public Trust
Area, Area of Environmental Concern (AEC).
The walkway leading from the proposed upland parking area, over the Cypress swamp wetland and to the
dock, will result in the shading of 320 square feet of 404 wetlands and 240 square feet of 404 wetlands
located in the Public Trust Shoreline AEC.
Proposed upland impacts as a result of the construction of the parking area consists of approximately 8,960
square feet of impervious surface.
Temporary water turbidity will occur during construction. There are no other active piers or water access
sites on Pailin Creek. Boating activity in this area will increase as a result of this project.
Submitted by: Frank A. Jennings, III
Date: March 3, 2004
+ :.
c
Form DCM-MP-1 01,

APPLICATION
fir s. :r .i'•;I ??i. ,;7"??
•
?
3

(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name Storm of Pasauotank. Inc. c/o John Bell
Address 1000 Joyce Drive
City Elizabeth City State NC
Zip 27909 Day Phone see agent info.
Fax
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) Palin Creek AEC 02-010
NOTE: Pennit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Pasquotank County
b. City, town, community or landmark
Elizabeth Citv
c. Street address or secondary road number
SRI 126 (Toxev Road)
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) Palin Creek
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.
Construction of a 20 slip marina and parkins (no
dredge or fill proposed).
b. Is the proposed activity maintenance of an existing
project, new work, or both? New work
c. Will the project be for public, private or commercial
use? Private (33 lot subdivision)
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. Construction of a 20 slip day dock to give
water access to interior lots of the proposed 33 lot
subdivision. Construct eight foot wide, elevated walkway
dwough Section 404 wetlands to access the proposed ei t
foot wide boat dock with ten (10) finger piers to acconnno-
date up to 20 boats with lengths of 25 feet or less. Asphalt
drive and parking lot (20 spaces). Boat dock mooring
posts (44) and elevated walkway will be constructed
using hydraulic pumps and hand tools. Asphalt Nvill be
trucked in from a commercial source to construct a 20'x
133' driveway and 60'x 105' parking area. Gravel Nvill be
trucked in from a commercial source to construct a portion of
the walkway on hi iground . Signage Nvill be posted on site to

Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
inform lando«mers where the nearest pump out facility is
located.
4. LAND AND WATER
CHARACTERISTICS

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
a. Size of entire tract 44.18 acres
b. Size of individual lot(s) smallest lot 0.90 ac largest
c. Approximate elevation of tract above MHW or NWL
6 feet
d. Soil type(s) and texture(s) of tract
Matapeake (Wickham) fine sand and Swamp
e. Vegetation on tract red maple, loblolly pine, bald
cypress, southern red oak. black cherry, blueberry,
bUbeny, giant cane. false nettle. and ureenbrier
f. Man-made features now on tract pier and
concrete (slab) boat ramp (see sheet 2 of 2)
g. What is the CAMA Land Use Plan land classification
of the site? (Consult the local land use plan.)
Conservation Transitional
Developed _ Community
Rural X Other (agriculture)
h. How is the tract zoned by local government?
Not zoned at this time
Is the proposed project consistent with the applicable
zoning? Yes No N/A
(Attach zoning compliance certificate, if applicable)
Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom? N/A
1. Are there wetlands on the site? X Yes _ No
Coastal (marsh) Other 404 wetlands
If ves, has a delineation been conducted? ves
(Attach documentation, ifarailable)
in. Describe existing wastewater treatment facilities.
None existing
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.
None
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
41 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.
Form DCM-MP-1

JUN .% 1 2003
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by I V white paper. (Refer to Coastal
Resources Commission Rule 710203 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 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 NCDOT atten: Gretchin Bynum
Address District Eneineers Office 1929 N. Road Street
Phone Elizabeth City, NC 27909
Name Melvin R. Daniels, III
Address 1257 Toxey Road
Phone Elizabeth City, NC 27909
• A signed AEC hazard notice for"projects 1n &eanfront 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 lands, attach
a statement documenting compliance with the North
Carolina Environmental Policy Act_
b. 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.
Name Chesapeake & Albemarle R & R Co.
Address North Rail Road Street
Phone Ahoskie, NC 27910
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
None
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
This is the 5th day of June 220 03 .
Print Name Roxanne D. Dorman
Landowner or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
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
X DCM MP-6 Marina Development
I
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 Asphalt DjMM and parking area, and
gravel walkway
b. Number of lots or parcels 1
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. Asphalt driveway and parking area,
gravel walkway. Total highground
disturbance = 9,584 s.t
e. ff 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 N/A
f. List the materials (such as marl, paver stone, asphalt, or
or concrete) to be used for paved surfaces.
Asphalt and gravel
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 .03%
parking.

Pen-nit may also require a Stormwater Certification. Has a
site 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, industrial/commercial effluent, "wash down"
and residential discharges).
Surface runoff
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
N/A
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
Bell AEC#02-010
?pplicant or Pro ect Name
Signature
Date
h. Projects that require a CAMA Major Development
iy` I%-5
Form DCM-MP-4
STRUCTURES
rfi
r/? X11;-^
(Construction within Public Trust Areas)
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 which relate to this proposed project.
a. Dock(s) and/or Pier(s)
(1) Commercial Private X Conununity _
(2) Number 1
(3) Length 284'
(4) Width 8 feet
(5) Finger Yes No
Piers X
(i) Number 10
(ii) Length 12'
(iii) Width tapers
in width
3' to 1'
(6) Platform(s) Yes X No
(i) Number N/A
(ii) Length N/A
(iii) Width N/A
(7) Number of slips proposed 20
(8) Proximity of structure to adjacent riparian property
lines 720' to the north and 1,800' to the south
(9) Width of water body 168 feet
(10) Water depth at waterward end of pier at NEW or
NWL 2.5' to 3 feet
e. Mooring buoys N/A
(1) Commercial Private_ Community
(2) Number N/A
(3) Description of buoy (Color, inscription, size, anchor, etc.
N/A

(4) Width of water body N/A
(5) Distance buoy(s) to be placed beyond shoreline
N/A
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) Commercial Community X Privai
(2) Number
(3) Length
(4) Width
44 pilings
16'
6" diameter
g. Other (Give complete description)
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length N/A
(3) Width N/A
C. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number N/A
(2) Length N/A
d. Breakwater (e.g. wood, sheetpile, etc.) N/A
(1) Length N/A
(2) Average distance from MHW, NWL, or
wetlands N/A
(3) Maximum distance beyond MHW, NWL or
wetlands N/A
Storm of Pasquotank, Inc.
--Applicant of Project Name
Signature
( - -I-D - C' `.
Date
Form DCM-MP-6
_72-07 Y'
201013
-??°? I ?.. MARINA
DEVELOPMENT
(Required for the mooring of more than 10 vessels)
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.
1. MARINA CHARACTERISTICS
a. Check below the type of marina proposed.
Commercial Public X Residential
b. Will the marina be open to the general public?
Yes X No
c. If there is residential development associated with the
marina, how many units or lots are planned and how
many are currently developed?
33 lots planned. none are currently developed
d. Check all of the types of services to be provided.
Full service, including travel lift and/or rail
Dockage, fuel, and marine supplies
X Dockage ("wet slips") only
Number of slips 20
N/A Dry storage
Number of boats N/A
N/A Boat ramp(s)
N/A Other (describe)
e. Check below the proposed type of siting.
N/A Land cut and access channel
N/A Open water with dredging for basin and/or
channel
X Open water, no dredging required
N/A Other (describe)
?,_.s.?..?.'c, ... ,.
f. Describe the typical boats to be served (for example,
open runabout, charter boats, sail boats, mixed types).
open runabouts
g. Typical boat length 25' or less
h. Maximum boat length 25'
i. Are any floating structures planned? No
If so, describe N/A
2. MARINA OPERATIONS
a. Check each of the following sanitary facilities that will
be included in the proposed project.
N/A Office toilets
N/A Toilets for patrons
Number N/A
Location N/A
N/A Showers
N/A Boat holding tank pumpout
Type and location N/A
b. Describe treatment type and disposal location for all
sanitary wastewater. N/A
c. Describe the disposal of solid waste, fish offal and
trash disposal. Trash can for paper. bottles. cans
onlv._ No fish cleaning allowed on premises
Revised 03/95
d. How will overboard discharge of sewage from boats be
controlled? N/A
e. Give the location and number of "No Sewage
Discharge" signs proposed. 1 see enclosed plan
f. Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste and petroleum products.
N/A
g. Where will residue from vessel maintenance be
disposed of ? N/A
h. Give the number of channel markers and "No Wake"
signs proposed. See enclosed plan
i. Give the location of fuel-handling facilities, and
describe the safety measures planned to protect area
water quality. Fuel-handling facilities not on site.
Boat owners will fuel boats off premises.
Describe design measures that promote boat basin
flushing or circulation and that reduce water quality
impacts. Proposed pier will be elevated by pile.
supported structures which will have minimal effect on
water flow.
k. What will be the marina policy on overnight and live-
board dockage? No live-aboard or overnight docking
allowed.
Is the proposed marina located near any shellfish
leases? Yes X No
If yes, give the name and address of the leaseholder.
N/A
m. If this project is an expansion of an existing marina,
what types of services are currently provided?
Revised 03/95
n. How many slips are now available? None
o. Is the marina, proposed within a primary or secondary
nursery area? Yes X No
p. Is the marina proposed Nvitlun an area open to shellfish
harvesting? Yes X No
q. Give the location and number of "Pumpout Available"
signs proposed. N/A
3tbim ©-C OASCluc-Fz L.17v,.c
Applicant or ,Project Name ®? p
'Signafure
Date

"JUN 'It. 1 2!
M C'
ASTA?
(?? 2 c??P

PROJECT NARRATIVE - CAMA MAJOR PERMIT JUN 2 0 1(f i
Palin Creek Landing - Pasquotankc County, North Carolina
COASTAL MANAGt;MIEN T
The proposed 20 slip day dock "marina" is located within a 44 acre parce?T or, kin Creek off
SR1126 (Toxey Road), Elizabeth City, Pasquotank County. A 33 lot subdivision is proposed and
has been accepted by the planning board as Palin Creek Landing. The purpose of the proposed 20
slip marina is to accommodate the interior lot owners of Palin Creek Landing to access Palin
Creek. The location of the 20 slip marina is proposed at the "open space" lot (50,276 s.f) located
between lots 27 and 28 on Palin Creek and currently has no structures or impervious areas on site.
The highground portion of this lot is currently agricultural farmland. The wetlands on this lot
consist of cypress swamp. Coastal wetlands do not exist on this 44 acre parcel and has been
verified by DCM field representative, Ed Harrell. Water depths were also taken by DCM field
representative, Ed Harrell and Hyman & Robey, PC staff.
The proposed 20 boat slip marina consist of the following: Accessing from Dockside Road,
proposed on the "open space lot" between lots 27 and 28, construction of a 20'x 133' asphalt
driveway, 60'x 105' asphalt parking area (20 spaces), 8'x 62' gravel walkway on higbground, 8'x
92' elevated wooden walkway to access 8'x 284' boat dock with ten (10) finger piers. Finger
piers are proposed 12 feet in length and taper from the width of three feet to I foot. One 6"
mooring piling will be placed at the end of each of the ten finger piers, along with 34 additional
mooring pilings (44 mooring pilings total) to assure safe portage.
This project does not include dredging or filling. Current water depths are sufficient to
accommodate boats up to 25 feet in length. Submerged vegetation was not present during site
visits and when water depths were taken. The adjacent shoreline is 168 feet away from the
proposed project, therefore, this.project is consistent with the with 15A NCAC
07H.0208 (b)(6)(iii).
Asphalt will be trucked in and spread for the driveway (8'x 133') and parking (60'x 105').
Gravel for walkway will be trucked in and spread (8'x 62'): Wooden walkway (8'x 92'), dock
(8'x 184'), finger piers and mooring pilings ((44) 6"x 16') will be constructed using hydraulic
pump and hand tools. Mooring pilings ((44) 67dia. 16' in length) will be driven in substrate using
a hydraulic pump and spaced 14 feet apart for safe portage. Elevated walkway will be
constructed at a minimum of 36" from the wetland substrate.
Total impervious area for this project is 9,584 s.f. which includes the asphalt driveway,
parking and gravel walkway. Total disturbance within 30' buffer: 8'x 30' = 240 s.f. (portion
of walkway) Total decking over open water: boat dock 8'x 184'= 1,472 s.f. and portion of
walkway 8'x 5'= 32 s.f. Total decking area over open water =1,504 s.f.
Total disturbance for the proposed project:
asphalt driveway and parking
Gravel walkway (8'x 62')
Wooden walkway (8'x 92')
Boat Dock (8'x 184')
Finger Piers (ave. 2'x 121)
8,960 s.f.
496
736
2,272
240
12,704 s.f.
Total disturbance:
r
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MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Pailin Creek Landing AEC 02-210
Project Number 04 0394
Recvd From DCM
Received Date 3/12/04 Recvd By Region
Project Type 20 slip boat docking facility with upland parking
County Pasquotank
County2
Region Washington
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet -
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
CAMA PTAO Y O N ?- 64 F -c s,-, 30,150. 0.05
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y Q N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y O N
Recommendation: Q Issue p Issue/Cond p Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Iswsue w/ cond - elevated walkway must be greater than 3 feet above substrate, and no wider than
6 feet
cc: Regional Office
Central Office Page Number 1
DCM % DWQ % .
Development Type FEE (143001601 A35100093 1625 6253) (243001602 435100045 2341
1, private, non-commercial 1008; (5250} 0% (SO)
development that does not Involve 5250
the filling or excavation of any
wetlands or open water areas:
11. public or commercial development 100%($400) 0%(30)
that does not involve the filling or S400
excavation of any wetlands or open
water areas:
III. For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine if A. B. C, or D
below applies:
III(A). For private, non-commercial 100%(S250) 0% (SO)
development, If General water Quality $250
Certification No.3301 (see attached)
can be applied:
lil(B): For public or commercial 1000/c (5400) 0% (s0)
development, if General water Quality 00
Certification No.3301 (see attached)
can be applied:
ill(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff 60%(S240) 40% (5160)
determined that additional review and $400
written DWQ concurrence is needed
because of concerns related to water
quality or aquatic life:
III(D). If General Water Quality 5400 60% (5240) 40%° (5160)
Certification No. 3301 (see attached)
can not be applied:
IV. For development that involves 60%(S285) 40% (5190)
the filling and/or excavation of more 5475
than one acre of wetlands and/or
open water areas:
ATLANTIC ENVIRONMENTAL 02-03 1050
CONSULTANTS, LLC
252-261-7707 t o 66-191530 Nc
POST OFFICE BOX 3266 Date O . 4701
KIM HAWK NC 279-7499--5266
Pay to the ?C1J,?^.?°,._-•-?O^
orderoF ?. .
y BankofAmeeCa
* Acpwrosmotae .
4
For {?, p?;puw?. C,A'?'aI?.M?o?' a(p-?. -?'?""?•.. -°° --
1:05 3000 19:61: ' 0.0.069.344 LCL 50;
?b
AF ???
RCDENR
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
March 9, 2004
MEMORANDUM:
TO: Mr. John R. Dorney WETLANDS/401 GROUP
Environmental Biological Supervisor
Division of Water Quality "AR 1 2 2004
FROM: Doug Huggett WATER CL' l ! F'?' $ CTIO J
Mayor Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Storm of Pasquotank, Inc.; Pailin Creek Landing AEC 02-010
Project Location: Between Lots 27 & 28, Pailin Creek Landing, end of Toxey Road, SR 1126
Proposed Project: Construct a 20-slip boat docking facility with upland parking
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by March 30, 2004. If you have any questions regarding the proposed project, please
contact Frank Jennings 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
~ ~ ~ ~ ~ ~ ,,''II~ J' N ti ]WL 'I,~ ~ ~ h
~ ~ ~ ~ ~ 7YIL w N M ~1 M
~ ~ ADJACENT SHORELINE 168' AWAY -1.5 X ti ~ w,~• h ~ N i ~ 0 N
5~ ~1II~ N ,
N -2.0 x ~ ~ ~ U ~ x .c ,x
34 8 ~ -2.5' X ' OM
SR 112 "e ; N.W.L. a 1 y ~ ' C ~ N
(TYP.) , -3.0 x -z o x - ~ ~ M 111 ~ M
SITE ~ ]YfL ~ UN
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-3.5' x , ' 7Wf
-3.0 x N.W.L.
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-3.7' x ~ ' 1I'~ 7WL -3.2 x 7YIL
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FATED -4.0 x SALT TR 1
POST -3.5 x -4.0 x
N , dQ~ RAWING DOES NOT CONSTITUTE A BOUNDARY SURVEY THIS D a U ~ i
-3.5 x THS TAKEN BY ATLANTIC ENVIRONMENTAL THIS DRAWING IS FOR CAMA PERMIT PURPOSES ONLY. ~ N ~ - q/~ WATER DEP 12 10 03
3' -3.5' x NATUR•9L -eJ. r7 X CONSULTANTS ON / / o a ~ ~
CXANNEL 0 ti N
-3.7' x -3.4 x , 0., ~ ~ N - X ~a a a
PIER oo 3.9 A e a a 0
, LEGEND
-3.8 x ~ -4.0 x
FINGER PIER -3.2 x ~ ~ ~ -4, 0 X EXISTING WATER DEPTHS (TAKEN 12/10/03) a ti
cam.) , N.T.S. , I U N .rte` , [ti~WS
-4.0 x -3.5 x q~U°c~` A SHORE LINE (N.W.L) NEWBEGUN CREEK
-3.1 x APPROXIMATELY 1200' SOUTH N
404 WETLAND LIMITS (APPROVED BY USACE 10-9-02) ~ r
- - PROPOSED 8'x8" SALT - .5' X TREATED POST (TYP.) , • 3 -3.0 x. ' t~ -3 4 ~ X CONTROL MONUMENT -
~ 0 ~
PROPOSED 10 • Q EIP EXISTING IRON PIN
FlNGER PIERS
-3.4' x (zo sups) DJ N IAIN -2.3 x -3.2' x Q DENOTES PC, PT, OR CHANGE IN BEARING
APPROXIMATELY 720' NORTH ~ ' 14 NCDOT AND CHESAPEAKE TYP.~
AND ALBEMARLE RAIUtOAD ~ ' , • ~ ~ Q PK NAIL
-3.1 x - , 1.5 x -3.1 x
vN ~ SALT 1REATED 6'x6' POST
'
-3. D x 0 ~ X PIER 11 'C,
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Q PROPOSED DOCK ' O~ ASPHALT PAVING ~~0
a (8'x284) ~ ~ q 0~ "ji
a - ~ ~ eJ ' X Pa G _ CONC. WALK
183.56 ~~eP ti A JA N I AN N
N.W.L , ~ 5J OXIMATELY 1 800 SOUTHWEST APPR
~ ~ ~ Jap , W Js M.R. DANIELS, III ET AL ~ 0
GRAPHIC SCALE ~ 0 ~ 0
CYPRESS ~ ~ SWAMP / \ -1.6 x .ti ~ ~ eo ~ ~ so 0 0 V
i ~E ~ ~ ~ ~ N.W,I.
3p243 ~ ~ ~Ik/ 8' ~ 52 6 03 >l~ / .,y 0 0 h~ 0 ~1
~ ~ (INS)
,IY~ ~Illc ~I` ~ ~ \ N.W.L. 1 inch = 20 it. 0 0 ~ (T~YP.) ~1
'02 43,E ~ ~III~ VATED 30, 9V 5z3 eti ~ , ~Illc PROPOSED ELE , FAR 0 ~ ~
53 ' BUffEj ,Ills WALKWAY (8x92) ~ ~Illc 3% ~ ~ ~
tic / ~ ~
~ ~ ~ 0
- ~ ilic. ~ ~ ~ - - - - - ~Ilt - _ _ y - _ - ~ ~ \ ~
914. ~ a44^~.INE_..--- - ~ ~ ~ - _ _ - Q ~ ~ ~ N ~
~s
- - - , ~ ' PROPOSED SIGN ` - / ,lll~ ~ - - - - ~ DESIGNAl1NG NEAREST ` JIYL ~
~ - - - / PUMP-OUT FAgUTY ` \
- / AT LAM S FERRY % i
- ~Ic
/ ~
~ ~
~ JYIL
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SO6 4 36"
I POSED GRAVEL / PRO ~ WAUCWAY 8'x62' ~ ( ) / ~ W ~ 118.86'
I ' I ~ 1 / ~ Z O a.
,II ~J N ~
/ ~ ~ / / 11YL > ,O 1. ~'I'~ tP W, ~Yi. 1''
w I PROPOSED ASPHALT i 7YIL t^ V)
PARKING AREA ~ / ~ I 60'x105' / / I I ~ } ~ W / / 3
+ / I ~N 7YIL w
I 28 IN sn ~ ~ / / I ~ o
I ~ ~ ~ PROPOSED ASPHALT / 44,157 Sf / I i ~
(5sg21.Sf) z I ~ DRIVEW3Y / a X13 / ~ / ~ 7~ 3
I / / / I J
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11 " • 00 27 r 1 I 37,347 SF f ry -
(70,487S-) r ILL 1
r
DOCKSIDE ROAD % 1 ~

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-B.9': -R7' x -RJ z ~ ~ ~
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1126 ~ e, r z ~Ic ~III~ ~~r
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SITE -.as : --.~~-r -~o': , % ~ ~.a fie, r ~ ~ j ti M
mod, r s' -d7' s PROPO D 10 -dd r
PROPOSED 6x6 SALT N ~ ~ ~e~z ~ FINGER PIERS -~o'r N E~ ~Q` ~ r (20 SUPS) TREATED POST {TYP•) ~d~r 'R9,i ~i' : 1,1a l19 `wxe': NATURlL ~B,z ~ h -xo, ~ .rs 2 CfL9NNEL ~
: ~ o ~ ~~ri / X11 -,RJ'z\`~ - o
~ -.Re' -d1'r ,4r 9,s -dA'r _3 l ~0' x i `ti ,Res -Le, 8 ~
ROPOSED DOCK -d0'i r OQ' -.RI': B'x284' ;-d0'r ~a' s ice/ h ~ ~ ~ _ -a~r: iii V 6ry, ~ Y~ xe'z ~ -IlJ'Z i
N15 _ { ) ~R1 Q 's -La' ,mviw,v c
-9.A' s / 0' i 01'58'73"W -+R1' z
" , . PROPO E SIG • • -~&61r 18.540p E . DESIGNATING NEAREST _ PROPOSED ELEVA ' t ' ~ 110.40' ,~0, Z -~1 z ~
Q' -~•6 S PUMP-OUT FACILITY 6 47' WALKWAY (8x92 ) ~j• .45 53"E tt AT M'S Y -fie, Z y , / ~ / , ~ ~ ~ N -110' z -~8' z
517 'i ' .83' .~Illc " ~ ..,&9 z ~ ~ ' ' ~ i ~r w 492' -11e' z ~Ilc -~e'
L4 152 ~ ~III~ `.>D%~ ~ ~ ~ PROPOSED GRAVEL • - . X14. ~Illc ~ -~e'z
0~ ~ ~ ~ I WAU(WAY 8'x62' e .3p 10 , ~ I i ~ ~III~ 7, -,~fi z fie' r ' 52R 1.06~Ic ~ ~ \s RSJ -sle' s z -49' z
sS. 10 f / , ~ ~
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X11 ~ 105.52' / ~ (56,521 SF) ~ , y ~ / ~ ~ • • I I I ~ ~ ~ ~ -Jr' z ~ -ae z ~ c0 I I ~ z -r.P' ~ U o0 z
' • • J 0~ ~ 16 ~ N N ie ' ~ ~ I I \ ~ `I'~ ~ -~r': Q • • ~ N , \ ~ ~ JYIL A \ ~ ° ~
_ / 10' DRAINAGE ~ • • • _ t • ~ \ , Sf ~ - ~ , N
_ \ ~ , 1 EASEMENT (TYP) ~ ~ I ~ ' 10474 ~ , r \ ~ ~Q' z -Q8 r x ~i c°°o ~ ?6 2 ~ 3 0 ~ a
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404 WETLANDS I I I I i , I . , ~I ~ " " - / / , 37,347 Sf \ 10' DRAINAGE \ \ ~ ~ ~ 1 0
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I I \ a' 0 G2 9 ~ , ! ~ i J \ \ 50,733 SF ~ _ - - ' , ' ' ~ 'C 45,121 SF \ -ts 1 ~
( x'35"E ~ I 40,787 Sf 0 ~ , ~ d J 18'36 / I .a .~v ~ ~ / l~ 5 10' MBL (5641 S~) j - \ ~Illc \ (51,311 SF) 1 \ ~ ~ % o Co ~ ~ 10' MBL / ~ ' ~ \(48,699 Sf) o ~ o ti \ 18 ~ \ ~ ~ Uw o
104.49 ~ / TYP I I / , ~ hh ''`h / ~ / \ , L .eA' / / 1 \ \ ~ h ~ i \ 4~ AT ~ ~ ~ ~ / ~ -Qe' z g' I x ° U elf ~ W \ 47,9565E \ I ~ \ ~ ~ ~ QdUY~ ~Q y
NO INGRESS ~ 40' MBL TYP ~ ~ , ! \ EGRESS ~ / 10 DRAINAGE \ / , , / a • , \ \ H ~ ~ ~ ~ EXISTING / ~ ,9', f EXISTING
EASEMENT EASEMENT (TYP) I I I / , ti + / 26 ^N ~ \ H ~ \ \ \ \ ~ ' BUILDING / ~ ti^ ~1•B PIEER 8 ~ ~ / 6• 9' f f -Jd w
g / ~ / , G \ yh ti ~ / / I 3? I I , x~i 3,7170 Sf \ ~Illc N ~ \ \ \ 40 MBL ~ ~
' ~ / 41,073 S~ I ^ (4~ 147 sf) ~Ic ~ I 4x885 sf I (s.~15~ ~ ~ ~ F \ Cj1 \ 34,341 Sf ~ z -dtI ~ ~ \ \ 39,749 S \ n (TYP) ~ v \ \ ~ • r -ee' -
I S761QJ sf I / ~ \ ~ I (6g 4?B SFJ \ N ~ ~ ,~0 ' \ . `1'/ ' ~°j r -s9' ~
~ > ~ I ~ 50,075 Sf / ~ ~ ~o ~ N ~ / h 66,901 Sf I I I I I / v ~ ~ \ \ N , i P (104,J80 S~) - - 'i (5597 SF) ~ , / ~ h ~ S \ \ 54 947 SF \ . ' ~ ~
,~1 - - _ a / 25 \ \ (67,51? .S~) \ \ , 01 , ~ 13 \ ' ~ z _Qy
\ ~ _ ~ p,
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~ L. - - ~ ` ~ 2~0 a h ~ ~ ~ ah ~111~ \
522.27 . , ,,y ^ ' / \ \ ~ ~ ~ 10 .70• DOT' 347.50 h ~ • ~ , ~ 02 " 153.95 \ 12 \ , ~
SIGHT TRIAN . 2 p4 RI Y' •pt _ ~b N142 ~ g• 3B _ _ _ ~ 19'p239 E 85 20' DRAINAGE, \ \ / , S 118. , - ~ EASEMENT TYP \ \ , ~y / i oti ~ ( 41,504 Sf \ o•
R 536.4 131.31 ~ r _ _ ~ ~ / \ , ~ / I ~ _ _ ~ r " 11 ~ / / ~ ~Ilc 59,363 Sf , ' ~ ~0 f - ~ , ~ ~ ~ \ 20' DRAINAGE \ ' / / ~ ~ I ~ JAS I
514'22 04 E t 31.31' _ , r - ' ~ 70 T ?4 \ , i / (89,370 Sf) + 61 ~ ~ / ~ - I" c \ - ~ 0 9•f , 1 ~ EASEMENT TYP
131.31- _ ~ 1•- - ' ~ I SIGHT~R6INGLE ~ \ 3Q,775 SF h, / s - 'I I ~ / / ' ' ~ \ \
104.5 r - - - ~ I ~ ~ \(40,927 S~) , ~ - - r I 40' MBL I ~ ~ / I / ' I I I \ / ti ~ , 40 M 1 \ 30' MBL ~
- 20 DRAINAGE I I I I I x ti~ ~ / / , ti 10 h1 ,vx , ~ 47,174 SF \ - - ~ ,
• I \ 9 s \ ti ti EASEMENT (TYP) I I I I b I / / 1h 1 Y' 1ti / ~~3 ~ \ h• o ~ \ \ 0 ~ \ ~
Q S~ ~ / ti0h ' ~ 23 , I I I I I I I \ e F ~ _ I b,, v , aA , 10 ~ ~
I I 5 \ ~ J~. ) 1 3,7743 Sf A \ ~ 1 ' ' 1 - - - - - - - - - - ~ r ' / - J ~ REARYARD~30 O / 52 805 Sf 1 OR AS u6 TYP. 0 I I EIP EIP ELED ( )
I ? 3 7 \ ~ ~ Je. ~ (36,977 sr-) a ~ a°' ,a°+ 60, / 1 4,7?O1 Sf \ ~ ?'2 ~ ?94 Sf' ~ ~ 1 0~, p0 6 , ' 300,03' / I ~ C~ 0
iv I ~ 38,735 sf 41,146 Sf 41.331 Sig 52,453 ,Sf \ ~ ? `{9 I o x ~ oti ti, / ~ 36,324 Sf I I ap, (19,526 S+<) a ti / 9 I i N0615'01"W 313.45 ° L3 ~ V 0 / I 30' MBL ( O
• 32, 559 SF T~ . \ I 5 / _ _ . ~ 10' Mai I I \ + I , / 52, 019 SF (np) ' ~ ~ F, 1 ~ ~ ~ ~
20' CORNER CK ( ) I I ~ 8 1 ~ 8 1 ~
P I I I I 30' MBL I SEMENT (TbP) I I \ ~ n ~ ~ II / I \ ~ - p~ 7 i 3 N/F 7 30 MBL 20 DRAINAGE I "~i ,369 Sri ~ ~ M.R. DANIELS, III ET AL C\, ~
I I I I I I I I I 2D' DRAINAGE \ a 3,369 Sf I EASEMENT (TYP) ~ ~ . , (TYP) ~ EASEMENT (TYP) I i ~ D.B. 584, P.G. 833
_ _ _ --1 G-------- - M 0 0
~ 0, 0 92.68" 2Q2.73' 4 . ~
r- _ 382.68° El_ _ - _ _ - - N06'1459 W 18 LANE EASEMEN? (D.. 5 .G. 311 2045.14'_. -II- - ~
- - - _ - - - - - - - = - - - J
NOTE ANY DWEWNG CONSTRUCTED ON LOT 1 MUST FACE PAIUN CREEK ROAD '
0
OPEN SPACE 6,678 SF
GL A LS D.B, 522, P.G. 311
THIS DRAWING DOES NOT CONSTITUTE A BOUNDARY SURVEY
THIS DRAWING IS FOR CAMA PERMIT PURPOSES ONLY.
°c w
W
O
LEGEND ~ 3
0 J
WATER DEPTHS TAKEN BY ATLANTIC ENVIRONMENTAL a CONSULTANTS ON 12/10/03 -ae EXISTING WATER DEPTHS(TAKEN BY AEC 12/10/03) ~ ~
F O q
SHORE LINE (N.W.L.)
404 WETLAND LIMITS (APPROVED BY USACE 10-9-02) ~
D CONTROL MONUMENT 00
• ~ ELEVATED WALK FNGER PIER PILING 0 ~i
EXISTING GRADE GRAVEL WAU< MAIN PIER JN CREEK N.W.L. Q EIP EXISTING IRON PIN w
o`
® DENOTES PC, PT, OR CHANGE IN BEARING o
\ ~
t6 t5.1 t f t~ 5 3f1 f0 MAINTAIN MINIMUM 3' VERTICAL MAINTAIN MINIMUM 3' VERTICAL q
PK NAIL N VERTICAL QRMAL WATER LEVEL
ELEVATED WALKWAY CROSSECTION ¦ SALT TREATED 6'x6' POST ~ ~ GRAPHIC SCALE
(N.T.S.) goo o so ~o0 200 aao PIER
I~
IN FEET ASPHALT PAVING ( )
1 inch = 100 ft.
CONC. WALK