20021161 Ver 1_COMPLETE FILE_20020723

OF VVArF9 Michael F. Easley, Governor
William G. Ross Jr., Secretary
O1 QG North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
William Tomaszewski
108 Field Street
Greenville, NC, 27858
APPROVAL of 401 Water Quality Certification
Dear Mr. Tomaszewski:
July 30, 2002
DWQ# 02-1161
Dare County
You have our approval, in accordance with the attached conditions, to dredge, fill and shade 0.15 acre of vegetated and non-
vegetated wetlands in order to construct a boathouse with decks, a walkway, pier and platform additions, a gazebo, a dock, fencing, a
retaining wall, and to conduct maintenance excavation and lace riprap waterward of a coastal wetland on your property in Dare County,
as described in your application received by the Division of Water Quality on July 23, 2002. After reviewing your application, we have
determined that this fill is covered by General Water Quality Certification Number 3371, which can be downloaded from our web site at
http://h2o.enr.state.nc.us/ncwetlands . This Certification allows you to use your CAMA Permit when it is 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 and Water Supply Watershed 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.
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, P.O. Box 27447, Raleigh, N.C. 27611-7447. 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 or Deborah Sawyer in our Washington Regional Office at [phone] or Cyndi Karoly in
our Central Office in Raleigh at [phone].
S' ely,
limek, P.E.
AW K/cbk
Attachments
cc: Corps of Engineers Washington Field Office
Washington DWQ Regional Office
Central Files
File Copy
Doug Huggett
Roxanne Dorman, P.O. Box 3368, Kill Devil Hills, NC, 27948
021161
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]
. 94
Customer Service
1 800 623-7748
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: tom steffens
WQ Supervisor: Roc-lPr Thorpe
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name William Tomaszewski County Dare
Project Number 02 1161 County2
Recvd From DCM Region Washington
Received Date 7/23/02 Recvd By Region
Project Type residential water activity
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
CAMA Waters O YO N F-- 30-21 SA F--30,155. 0.22 F-
Mitigation Wetland
MitigationType Type Acres Feet

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 0 N Recommendation: 0 Issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
issue n/c
cc: Regional Office
Central Office Page Number 1
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Govemor Donna D. Moffitt, Director William G, Ross Jr., Secretary
July 18, 2002
MEMORANDUM:

i
1I I
3 200?l e ;
WETLANDS GROUP
_ WATER QUALITY SECTION
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: William Tomaszewski
Project Location: 111 West Shore Drive, Pond Island Marina S/D in Nags Head, Dare County
Proposed Project: Install riprap, construct a walkway, landward retaining wall with fill adjacent
highground and wetlands, expand pier platform and add a gazebo, construct
a boathouse with boatlift, a landward dock and a fence.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by August 7, 2002. If you have any questions regarding the proposed project, please contact
Lynn W. Mathis 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, Elizabeth City, North Carolina 27909
Phone: [phone] FAX: [phone] Internet: http://dcm2,enr.state. nc,us
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
MAJOR PERMIT
FEE SCHEDULE PROJECT NAME: DEVELOPMENT TYPE: IIT(??
DEVELOPMENT TYPE FEE DCM % of FEE DWQ % of FEE
1.
Private, non-commercial $250.00 100% ($250.00) 0%($0)
development that does not
involve the filling or
excavation of any wetland or
open water areas:
II.
Public or commercial $400.00 100% ($400.00) 0%($0)
development that does not
involve the filling or
excavation of any wetlands
or open water areas:
III.
Development involving the
filling and/or excavation of
up to 1 acre of wetlands
and/or open water areas,
determines if A, B, C, or D
below applies:
III. (A)
Private or non-commercial: $250.00 100% ($250.00) 0%($0)
If General Water Quality
Certification No. 3301 can
be applied:
III. (B)
Public or commercial $400.00 100% ($400.00) 0%($0)
development: If General
Water Quality Certification
No. 3301 can be applied:
III. (C)
If General Water Quality
Certification No. .3301
could be applied, but $400.00 60% ($240.00) 40% ($160.00)
DCM staff determines that
additional review and
written DWQ concurrence
is needed because of
concerns related to water
quality or aquatic life:
III. (D)
If General Water Quality $400.00 60% ($240.00) 40% ($160.00)
Certification No. 3301 can
not be applied:
IV. For development that
involves the filling and/or $475.00 60% ($285.00) 40% ($190.00)
excavation of more that 1
acre of wetlands and/or
open water areas:
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: William Tomaszewski
2. LOCATION OF PROJECT SITE: The property is located at 111 West Shore Drive, Pond Island Marina
Subdivision, Nags Head, Dare County.
Photo Index - 2000: 184-2110 Q5 &R5 1995: 184-1812 M4 & N4 1989: 1 50-2 V1 8 &V19
1984: 139-476 J24 & K24
State Plane Coordinates - X: 3 000 200 Y: 789 400
3. INVESTIGATION TYPE: CAMA and Dredge/ Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - April 11, 2002 July 15, 2002
Was Applicant Present - Yes No
5. PROCESSING PROCEDURE: Application Received as Complete - June 19, 2002
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Nags Head
Land Classification From LUP - Developed w/ Conservation within the AEC
(B) AEC(s) Involved: Coastal Shoreline, Estuarine Water, And Public Trust Water
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Septic System
Planned - None
(F) Type of Structures: Existing - Dwelling, bulkhead, riprap, and a pier with a platform.
Planned - Add riprap along the shoreline, construct a walkway over the
riprap and adjacent water, construct a landward retaining
wall and fill adjacent high ground and wetlands, expand a
pier platform and add a gazebo, construct a boathouse with
boatlift and a landward dock, and construct a 62' fence.
(G) Estimated Annual Rate of Erosion: 6'
Source - Application
7. HABITAT DESCRIPTION:
[AREA]
PTT T Pn OTUFR

(A) Vegetated Wetlands: g
1,408sf: Seetion404

(B) Non-Vegetated
2 S1?f, l hallow 504sf: Riprgp in Shallo _
Bottum & 9W
1,760sf: Shading of Shallow
Wetlands: apttom & EW from
Bottom/E
oc
boathouse, d dock, platforms,
& gazebo
2,392sf: High Ground 672sf. High ground
(C) Other: disturbance from the
landward dock and the
overlapping roofed area from
the boathouse
(D) Total Area Disturbed: 9,781 square feet (0.22 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No
William Tomaszewski
Field Report
Page 2
PROJECT SUMMARY: The applicant proposes to construct a boathouse with interior decks, a 112'x 6'
walkway along a man-made canal, 222sf of pier and platform additions, a 465sf gazebo over the pier and
platforms, a 136'x 6' dock, install 62' of fencing, maintenance dredge 2,985sf of man-made canal,
construct a landward retaining wall with 1,468sf of Section 404 Wetland fill, 1195sf of high ground fill,
and place 492sf of riprap waterward of a Coastal Wetland.
PROJECT SETTING
The applicant's property is located at 111 West Shore Road, Pond Island Marina Subdivision, on the north side of
the Manteo/Nags Head Causeway (US 64/264), in Nags Head, Dare County. To the north of the applicants
property is a private residence and the cul-de sac of West Shore Road, to the south and east are man-made canals
and to the west is the Roanoke Sound. Structures on the property included a dwelling with associated septic
system, a 90'x 6' pier with a 24'-1"x 18'- 8" platform along the Roanoke Sound, approximately 70' of riprap
waterward of normal water level (NWL) on the south and west shorelines, a 5.5'x 102' dock paralleling an
existing bulkhead along the south side of the property, and 212' of bulkhead along the southern and eastern sides
of the property. A small area of pavement and approximately 535 square feet of riprap are located on the
applicant's property, that was placed by the Town of Nags Head to improve access and to protect it from wave
action during severe storm events.
The project site consists of 17,522 square feet, has an approximate elevation five feet above normal water level,
and is located within an AE (EL not available) Flood Zone. Vegetation on the property is a mix of common reed
(Phragmites australis), salt meadow cord grass (Spartina patens), smooth cord grass (Spartina alterniflora), big
cord grass (Spartina cyanosuroides), black needle rush (Juncus roemerianus), live oak (Quercus virginiana),
loblolly pine (Pinus taeda), poison ivy (Rhos toxicodendron), fig (Ficus carica), wax myrtle (Myrica cerifera),
and domestic yard grasses.
The Division of Environmental Management's water quality classification for the waters of the Roanoke Sound,
contiguous to that portion of the Pasquotank River Basin that extend from the North Carolina-Virginia State Line
to the northeast tip of Ocracoke Island, as SA (shell fishing). Review of available information suggests that there
are no known archeological sites or unique geological formations associated within the immediate area.
Previous permits that have been issued for development on the applicant's property predate his ownership and are
as follows:
1994: General Permit #12693A was issued to Johnnie Thompson for maintenance dredging in the man-made
canal.
1994: General Permit # 12955A was issued to for 64 linear feet of dock along the southern shoreline along with
102 linear feet of bulkhead.
1995: General Permit #14320A was issued to construct 110' linear feet of bulkhead along the eastern and a
small section of the southern shoreline.
1996: General Permit #015165A was issued to construct a 6'x 80' pier with a walkway over adjacent wetlands
and a 24'x 20' platform.
1997: CAMA Major Permit #114-97 was issued for the placement of riprap waterward of a Coastal Wetland.
2001: CAMA Major Permit #114-97 was renewed to complete the riprap project. To date only 70 linear feet of
riprap has been placed. Mr. Thompson has sold the property to Mr. Tomaszewski, and the CAMA Major
Permit was not transferred.
William Tomaszewski
Field Report
Page 3
PROPOSED DEVELOPMENT
The applicant proposes the following improvements adjacent to and in the water (all development proposed is
within a designated Area of Environmental Concern):
Riprap:
The applicant proposes to place 168' linear feet of riprap along the shoreline bounding the Roanoke Sound to the
west and a man-made canal to south. The riprap would be placed waterward of a Coastal Wetland fringe of salt
meadow cord grass, smooth cord grass, big cord grass, and black needle rush. Approximately 58 linear feet of the
proposed riprap alignment will be landward of existing riprap. Erosion along the applicant's property is listed as
six feet per year. Based on the permitted length of the pier and platform in 1996 (100) and the current length
(110.66') the erosion rate is approximately 1.8' per year. The proposed riprap would be placed a maximum of 8'-
0", and average of 3'-0", waterward of normal water level.
Area of Shallow Water Bottom Fill: 504sf
Dock:
The applicant proposes to construct a six foot wide wooden dock/ walkway over the 136' of the proposed rock
riprap. The 136'x 6' walkway would tie the existing pier on the west side of the property into an existing dock on
the south side of the property. The proposed dock would extend three feet waterward of the proposed riprap
alignment.
Area of Shaded Water Bottom and Estuarine Water
From the Proposed Dock: 408sf
Retaining Wall/ Landscape Wall:
Along the landward edge of the Coastal Wetlands the applicant proposes to construct a 124' long retaining wall
approximately 3'-0" high and fill 1,468 square feet of delineated Section 404 Wetlands, and 615 square feet of
high ground. The alignment would be located between 8' and 25' landward of normal water level, within the 30'
buffer. The retaining wall, as proposed, would be approximately two feet in height in the center and taper around
the south side of Section 404 Wetlands. The average depth of the fill would be approximately .75' and result in
the placement of approximately 63.4 cubic yards of fill dirt. Fill at this site would come from a high ground
source and dredge spoil. The dredge aspect of this project will be discussed later in this report.
Area of Fill: Wetlands - 1,468sf
High Ground - 615sf
Removal of a High Ground Riprap Alignment:
There are two areas of existing riprap that the applicant is proposing to remove, fill and grade as needed. The first
area is a 535 square foot area of riprap located on the southwest side of the cul-de-sac. The second area is
approximately 45 square feet and is located approximately 12' landward of the western corner of the existing
bulkhead along the south side of the property. The depth of the fill that would be placed is not known at this time.
However, it is anticipated that the cubic yards of fill will be minimal.
Area of Hijzh Ground Fill: 580sf
William Tomaszewski
Field Report
Page 4
Dredging:
The applicant proposes to dredge approximately 2,985 square feet of shallow water bottom within the man-made
canal, adjacent to the southwest corner of the existing bulkhead. The average depth of the existing water bottom
is estimated to be -2.1' below NWL and the finished depth would be -3'-0" below NWL. The applicant's agent
estimates that the resulting dredge spoil will be 67.4 cubic yards. Staff review indicates that the amount of spoil
appears correct. However it appears that the area to be dredged may be incorrect.
Further review of the plans submitted indicates that a portion of the area delineated for dredging already equals or
exceeds the proposed project depth. The attached plan revised by staff (Labeled Staff Revised Plan) shows an
area that would not require dredging based on the proposed finished depth of 3'-0". The revised plan also shows
that the proposed dredge area should be 1,820 sf, not 2,985sf as represented in the plan submitted.
Connecting depths on the applicant's plan indicate that the depth is -2.9, not -3'-0" as required. Staff
measurements found a clear connecting depth from -3'-0" to -3'-6" from the proposed dredge area.
Area to be Dreamed Per Applicant's Agent: 2,985sf
Area to be Dredged Per Staff Evaluation: 1,820sf
Dredge Spoil Retention Area:
The spoil retention area proposed by the applicant is located adjacent to the existing bulkhead along the eastern
side of the property. A low area (1177.5sf) extends the length of the bulkhead 78.5' and a distance of 15'
landward of the bulkhead. Apparently this area was never backfilled following the original installation of the
bulkhead in 1995. The average depth of the depression is 1.5' with a holding capacity of approximately 65 cubic
yards. Additional dredge spoil produced would be placed in the fill area located landward of the proposed
retaining wall.
Area to be filled with Dredge Spoil (Not accounted for Earlier): 1177.5sf
Landward Walkway/Dock:
Along the eastern side of the property over the proposed spoil area the applicant also proposes to construct 112'x
6' of walkway.
Area of Hiah Ground (Upland) Disturbance From Landward Dock Construction: 672sf
Boathouse and Boatlift:
Within the dredge area, along the southeast corner, the applicant proposes to construct a 24'x 32' boathouse with
217 square feet of interior dock and a boatlift. The roofed area of the proposed boathouse is 768sf, with 184sf
over land and 584 over Estuarine and Public Trust Waters.
Area of Shaded Estuarine and Public Trust Water: 584sf
Area of Shaded High Ground (Upland) From
Boathouse Roof: 184sf (over proposed landward walkway)
Roofed Platform and Pier Expansion:
The final proposal is the expansion of an existing 6'x 90' (540sf) pier and 24'-1"x 18'-8" (449sf) platform. The
proposal includes adding an 8'x 18'-8" (149.3sf) open area to the existing platform and a 4'x 22.5' kayak landing
with stairs adjacent to the pier. The kayak landing and stairs, in conjunction with the existing 6'x 22.5' section of
William Tomaszewski
Field Report
Page 5
pier would create a total of 10'x 22.5' (225so area that will be applied towards the total platform area. The
proposal also includes constructing a roof partially over the existing 24'-1"x 18'-8" platform. Approximately
121 sf of the roofed area would extend beyond three sides of the existing platform.
Area of Proposed Platform and Landing: 239sf
Area of Platform that will be created with the Proposed Additions: 914sf
Area of Roof: 510sf (389sf over existing platform and 121sf new shading)
Area of Shading From the Proposed Platforms and Gazebo Roof. 360sf
ANTICIPATED IMPACTS
• Approximately 504sf of shallow water bottom and Estuarine Water would be lost from the placement of
rock riprap alignment.
• Shading from the proposed development would be:
408sf- 136' Dock
360sf - Additional Platform and Gazebo Roof
584sf - Boathouse Roof
1,352sf
• Total area of proposed shallow water bottom disturbance from dredging 2,895sf.
• High ground disturbance anticipated from the construction of a landward walkway 672sf.
• Approximately 1,468sf of Section 404 Wetlands would be lost if the proposal is approved.
• Total high ground fill that would result from the high ground fill and dredge spoil site would be 2,392sf.
• Temporary turbidity will occur during construction of the water-based structures, the placement of riprap
and during dredging activities.
Submitted By: Lynn Mathis
Date Submitted: July 15, 2002
William Tomaszewski
108 Field Street
Greenville, NC 27858
eCEI ° E®
JUN 19 ton?
COAEUZABETH MANAG MENT
I, William Tomaszewski authorize Environmental Professionals, Inc. (EPI) to
pursue environmental permits on my behalf for property located in Dare County,
North Carolina.
(6, ?- 6 1,---
DATE
07/16/2002 16:41 2524410721 ENVIRONMENTAL PROFES PAGE 03
PROJECT NARRATIVE - CAMA Major Permit
Tomaszewski - Pond Island, Dare County
The proposed improvements to 111 West Shore Road on Pond Island includes: The constructiot
covered boathouse with a boat lift (24'x 32'); dredge within area of boathouse extending to cent
to reach -3.0' (67 cubic yards)- placement of rock rip rap along the eroding shoreline (168'); cot
elevated, six foot wide walkway (136') over the proposed rock rip rap, along the shoreline; cons;
foot wide walkway landward of the existing bulkhead and along side the proposed boathouse (1'
length); maintenance repair (sheathing) and dredge spoil placed behind (15' x 78.5') the existing
bulkhead; construct a wooden landscaping/retaining wall (just east of the coastal wetland lino) ,w
return wall at the north end and fill landward of the landscaping wall within 404 wetlands (1,40
area) and upland fill (1150 s.f. fill area); construct 7' of steps and a kayak launching platform (6
the northwest end of the existing pier; cover and partially enclose a portion (18'x 22') of the exi
platform (2 Vx 25') at the end of the existing pier; extend the existing platform an additional 8 ft
dress the existing groin at the south west end of the property with granite (not to exceed
above NWL); construct a wood post and cable fence at the north property line, to deter trespasse
currently has problems with trespassers on the property and existing pier).
Placement of rock rip rap and construction of elevated walkway will include: use of hand tools
hydraulic pump; pilings will be constructed along the shoreline where the rip rap is proposed; to
will be brought in by a wheelbarrel and placed by hand (three foot base, extending a maximum 4
above the NWL/wetland substrate, with filter cloth placed beneath the rip rap) along the inside c
walkway pilings, once they are in place; walkway supports and planks will be constructed once
is in place. A barge, hand tools and a hydraulic pump will be used to construct the proposed boi
boat lift Before the boathouse and lift are constructed, maintenance of bulkhead sheathing and
will take place using a dump truck, frontend loader and barge with a vibratory hammer. Also, d
proposed to maintain the water depth at -3.0 feet within the boathouse area extending to the cen
canal where water depth of -3.0 feet is reached (67 c.yds). Spoil from the dredge area will be pl
the east bulkhead where backfil was not placed when bulkhead was built previously. If spoil as
area (78.5'x 15'), the rest of the spoil will be placed within the 404 wetland area permitted for ft
depth at the proposed boathouse is currently -1.4' to -3.0'. Water depth at the center of the can
currently three feet.
The purpose of the proposed rock rip rap along the shoreline is to minimize erosion (by reducing
action (energy)) that has taken place over the years during storm events). Once the landscaping
place, fW will be placed landward of the retaining wall (404 wetlands = 1,468 s.f) including hig
area (1,150s.f.) within the 75' AEC, to create a continual slope from the existing house (see atta4
Fill in 404 wetlands will be trucked in by a commercial source and carefully placed by hand to k
existing understory trees (no yomitoria, Mvrica e ' a within the fill area. Total disturbance
within the 75' AEC is 3,984 s.f. (22%).
of a
r of canal
struct an
;uct a six
2' total
th a 15'
st fill
K 15') al
(8'x
foot
(this site
k rip rap
one foot
the
e rip rap
house and
of the
:d along
-ds this
Water
wave
wall is in
plat).
the
Form DCM-MP-1
APPLICATION JUN 19 2002
(To be completed by all applicants) (:OASTAL ANA
ELIZABETH
b. City, town, community or landmark
Pond Island, Nags Head fflanteo causeway)
1. APPLICANT
a. Landowner:
c. Street address or secondary road number
111 West Shore Road off HM 64/264
Name William Tomaszewski
Address 108 Field Street
City Greenville State NC
Zip 27858 Day Phone see agent
Fax
b. Authorized Agent:
Name Environmental Professionals, Inc,
Address PO Box 3368
City Kill Devil Hills State NC
Zip 27948 Day Phone [phone]
Fax [phone]
c. Project name (if any) Tomaszewski EPI #01-119
NOTE: Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Dare County
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) Roanoke Sound
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.
Proposed boat house with boat lift. maintenance dredee.
walkway on highground, elevated walkway over water,
rock rip rap shoreline, construct landscaping wall, fill in
404 wetlands, bulkhead repair, improvements to existing
pier (steps, kayak dock, roof over platform, extension to
existing platform), construction of post and cable fence.
b. Is the proposed activity maintenance of an existing
project, new work, or both? both
c. Will the project be for public, private or commercial
use? private
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed project.
If more space is needed, please attach additional
pages. Owner proposes to improve his property by constructing
a boat house with a boat lift (32'x 24'): improve the existing pier
with the construction of steps down to the NWL and ending with
a kayak platform (4'x 22.5'): roof a porfion (20'x 25') of the
existing _platform at the end of the existing pier: add on to the
existing platform (8'x 18'8") improve the existing rip rap by
dressing it with granite, constructing an elevated, 6'wide walkway
from the south canal to the existing pier (136'): constructing a
landscaping wall and filling in 404 wetlands: armoring the
shoreline with rock rip rap to reduce further erosion. Construct a
three foot post and cable fence along the north property line to
deter trespassers, repair/replace (with vinyl sheathing)
damaged existing bulkhead where ship worms have deteriorated
Revised 03/95
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
the boards: excavate canal in the location of the boathouse to
continue boating access, spoil will be used as maintenance
backfill for the existing (east) bulkhead.
Yes X No
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 17,552 s.f.
b. Size of individual lot(s) 17,552 s.f.
c. Approximate elevation of tract above MHW or NWL
-5 feet
d. Soil type(s) and texture(s) of tract
Psamments
e. Vegetation on tract Quercus virginiana, Mvrica cerifera, flex
vomitoria, Persea borbonia, Baccharis halimifolia, Juncus
roemerianus, panicum spp.
1. Are there wetlands on the site? X Yes _ No
Coastal (marsh) X Other _ 404 wetlands
If yes, has a delineation been conducted? yes
(Attach documentation, if available)
in. Describe existing wastewater treatment facilities.
On site septic svstem
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
f. Man-made features now on tract Residential home on
pilings w/decking, pier w/21'x 25' platform, bulkhead, rock rip
rap, walkway, (4) sandbags, telephone poles, extension of
pavement from West Shore Road, with fencing (roge/posts)
(see attached plat)
g. What is the CAMA Land Use Plan land classification
of the site? (Cons:ilt the local land use plan)
_X Conservation Transitional
X Developed _ Community
Rural Other
h. How is the tract zoned by local government?
residential
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom? N/A
k. Is the project located in a National Registered
Historic District or does it involve a National Register
listed or eligible property?
o. Describe existing drinking water supply source.
On site well
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 11" white paper. (Refer to Coastal
Resources Commission Rule 7J.0203 for a detailed
description.)
Revised 03/95
Form DCM-MP-1
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.
9A 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 Donna P. Ryan-Kocun
Address 633 Santrice Court
Phone Brick, NJ 08723-6300
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.
Recently purchased property no documents available
To current owner
• A check for $tealth, made payable to the Department of
Enviromnent, 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 lands, attach a statement documenting
compliance with the North Carolina Environmental
Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact, grant
permission to representatives of state and federal review
agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 170' day of June , 2002
Print Name Roxanne D. Dorman, agent
Signatur""GZr w.Z G YiCCi'
Landowner or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
X DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
Revised 03/95
07/16/2002 16:41 2524410721 ENVIRONMENTAL PROFES
Form DCM -MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA
Major Permit, Form DCM-MP-1. Be sure to
complete all other sections of the Joint Application
that relate to this proposed project.
Describe below the purpose of proposed excavation
or fill activities. Ali values to be given in feet.
Average Final
Existing Project
Length Width Depth Depth
Access
channel
(MLW) o
(NWT.)
Canal
Boat
basin
Boat
ra np
Rock
groin
Rock (rip rap)
breakwater
Other
(Excluding
shoreline
stabilization)
N/A ------ -------- -----
rregular
Nape
ee plat rregular
width
see plat
-2.1'
-3.0'
N/A -------- ------- -------
NA ------- ------ -------
N/A
168' 3'
N/A N/A,
PAGE 02
1. EXCAVATION
a. Amount of material to be eicavated from below
MHW or NWL in cubic yards 67 c.yds.
b. Type of material to be excavated sand
c. Does the area to be excavated include coastal
wetlands? Yes ! X No
d. Highground excavation in cuubic yards _none
2. DISPOSAL. OF EXCAVA'T'ED
MATERIAL
a. Location of disposal area ,Area depicted onplat
where maintenance backfil is located
b. Dimensions of disposal areg 79.5'x 15' Opt spoil
exceeds this area, spoil
will be placed where
proposed'wetland fill.
c. Do you claim title to dispos#1 area?
X Yes Na,
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yeo X No
if yes, where? N/A
Revised 03/95
07/16/2002 16:41 2524410721 ENVIRONMENTAL PROFES PAGE 01
Form DCM-MP.2
e. Does the disposal area include any coastal
wetlands(marsh), SAVs or othcr wetlands?
Yes X No
f Does the disposal include any area in the water?
Yes X No
X Yes
If yes,
(1) Amount of material
water None
No
be placed in the
(2) Dimensions of fill ar
(3) Purpose of fill
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
Bulkhead X P iprap
b. Length 168 feet
c. Average distance waterward of MHW or NWL
3 feet
d. Maximum distance waterward of MHW or NWL
8 feet
e. Shoreline erosion during preceding 12 months
6 feet
(Source of Personal observation
information)
f. Type of bulkhead or riprap material
. granite __
See plat (0.03 act
r
i
b. Will fill material be placed n coastal wetlands
(marsh), SAVs or other wet ds?
Yes X i No
5. GENERAL
a. How will excavated fill ma4rial be kept on site
and erosion controlled?
silt fence will be c along the_K2a of
d:iposifion along the exi in east bulkhead
b. What type of constructio equipment will be
used (for example, drakline, backhoe, or
hydraulic dredge)?
Long arm excavator
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap 9.3 cubic yards _
(2) Bulkhead fill N/A
h. Type of fill material granite
1. Source of fill material coxnmercial
4. OTHER FILL ACTIVITIES
_(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
c. Will wetlands be crossed in transporting
equipment? Yes i X No
If yes, explain steps that will be taken to lessen
environmental impacts, N,?A
Tomaszewski EPI #01-119
_Aolicmt Project Natm
SI ature
a
7:5"41,# t -7, X40 r eA. lw ? -1 Io - O a
Date
Revised 03/95
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
Landscaping wall, walkway, fence, fill on highground and
maintenance backfill
b. Number of lots or parcels
c. Density (give the number of residential units and the units
per acre) 1 unit @ 0.4 units per acre
d. Size of area to be graded, filled or disturbed including
roads, ditches, etc. upland fill = 1,150 s.f; walkway = 672 s.f.
backfill = 1,177.5 s.f. Total= 2,999.5
e. If the proposed project will disturb more than one acre of
land, the Division of Land Resources must receive an
erosion and sedimentation control plan at least 30 days
before land disturbing activity begins. If applicable, has a
sedimentation and erosion control plan been submitted to
the Division of Land Resources? _ Yes X No
If Yes, date submitted N/A
f. List the materials (such as marl, paver stone, asphalt, or
or concrete) to be used for paved surfaces.
No Daved surfaces Dronosed
h. 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?
Yes X No
If yes, date submitted
i. Describe proposed method of sewage disposal.
Existing on site sewage system
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.)
Dare County
m. Will water be impounded? _
If yes, how many acres? N/A
Yes X No
n. If the project is an oceanfront development, when was the
lot(s) platted and recorded? N/A
Tomaszewski EPI #01-119
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. 27% (includes
existing
impervious
surfaces)
A Ii ant or Project Name r -
! .t??1-'?• `r-? ?? . ? s ,c In c,, , C-Z- Z
Signature
Date
Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, e.
Form DCM-MP-1. Be sure to complete all other sections of the
Joint Application which relate to this proposed project.
a. Dock(s) and/or Pier(s) Elevated walkway and dock
(1) Commercial Private X Community-
(2) Number 2 walkways, 1 dock
(3) Length walkway s 112'& 136'= 148'
kayak dock 15'
(4) Width 6' walkways and dock
(5) Finger Yes , No X
Piers
(i) Number N/A
(ii) Length N/A
(iii) Width N/A
(6) Platform(s) 1 Yes (addition to
existing platform)
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.) N/A
(1) Commercial Community Private
(2) Number N/A
(i) Number 1
(ii) Length 181.8"
(iii) Width 8'
(7) Number of slips proposed N/A g.
(8) Proximity of structure to adjacent riparian property
lines 20+ feet
(9) Width of water body Approx. 1 mile from end of pier/
approx. 80' (interior canal)
(10) Water depth at waterward end of pier at MLW or
NWL -3.3 to - 3.8 feet
b. Boathouse (including covered lifts) w/boat lift
(1) Commercial X Private
(2) Length 32'
(3) Width 24' (586 s.f. over public trust)
C. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number N/A
(2) Length N/A
d. Breakwater (e.g. wood, sheetpile, etc.) Rock Rip Rap
(1) Length 168 ft
(2) Average distance from MHW, NWL, or
wetlands 4 feet
(3) Maximum distance beyond MHW, NWL or
wetlands 8 feet
(3) Length
(4) Width
N/A
N/A
Other (Give complete description)
4'x 7'steps off of existine platform down to kavak
platform (4'x 15'). Kam platform will be constructed
on pilings one (1') foot above the NWL. Construct roof
over existing platform at end of pier (-380 s.f.), extend
existing platform an additional eight (8') feet.
Tomaszewski EPI #01-119
Applicant of Project Name
Signature
Date
Revised 03/95
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action HO:
County:
Notification of Jurisdictional Determination
Property owner/Authorized Agent s 2 e. w j
Address_ ! o 19 ee-•I-
Telephone Number Z Sz - 3,5S- - 311 3
Size and Location of Property (
n, Li l z- ii ke-7 /CC
ti -c. 5 i 5,d f ;r J4,7 "ti
Indicate which of the following apply:
Highway name/number, town, etc.)
Ne., / 0L
po«
f •t' M'. " 1 N
44'
• There are wetlands on the above described property which we strongly suggest should be_ ,
delineated eyed. The surveyed wetlan Iin?ust be verified by our % ; the
Cords- make a final jurisdictional d mation on your property.
• Because of the size of your property and our present workload, our identification and delineation
of your wetlands Cann be accomplished in a timely er. You may wish ,o--e 6 ploy a
consultant to ob ' a more timely delineation of tlz- etlands. Once your tant has flagged
a wetlan d eon the property, Corp.: s ill review it, an?fit is accurate, we strongly
reco end that you have the line- eyed for final approval -?y the Corps. The Corps will not
make a final jurisdictional determination on your property witho? ?an approved su yey 4
?e The wetlandeon your lot have been delineated;'and the li nts of Corps jurisdiction have been
\j'U
explained to you. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed 4a*ee-years from the date of this
notification. •?' `'
• There are no wetlands present on the above described property which are subject-to-the permits-'
requirements o ction 404 of the Clean Wate 3 USC 1344). 1 n?~r ere is a Chen
the la our published regulation ?t ' etermination may be-reYed upon for a period not to
ex ed three years from the date of this notification.
We The project is located in one of the 20 Coastal Counties. You should contact the nearest State
Office of Coastal Management to determine their requirements.
Placement of dredged or fill material in wetlands on this property without a Department of the Army permit
is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A permit is not required
for work on the property restricted entirely to existing high ground. If you have any questions regarding the
Corps of Engineers regulatory program, please contact
Property owner/Authorizes Agent SignatF
Project Manager Signature
Date / 3 w Z_.
Expiration Date I l Z 3 / r?
SURVEY PLAT OR FIELD SKETCH OF DESCRIBED PROPERTY AND THE WETLAND
DELINEATION FORM MUST BE ATTACHED TO THE YELLOW (/FILE) COPY OF THIS FORM.
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NC U04, No. 2wm
RIO.
MARINE CONSTRUCTION SERIAL
1112 WW MAN N6 WM NArG NC MO ?I1
DESIGN, PLANNING, do CONSIR
PROPOSED
W/ BOATLIF
EX. C
EX. BULKHEAD
SIDE VIE F FIVE®
JUN 19 /n,oz
COASTAL TVIANAGEMM
ELIZABETH CITY
ROOF LINE
ENVIRONMENTAL PROFESSIONALS, INC.
Planning for a Better Environment
2810 N. CROATAN HIGHWAY
P.O. BOX 3368
KILL DEVIL HILLS, NC 27948
[phone]
[phone] (FAX)
PAGE 4 OF 4
WILLIAM TOMASZEWSKI
CAMA MAJOR PERMIT
LOT 28 SECTION1
POND ISLAND MARINA
DARE COUNTY NAGS HEAD NORTH CAROLINA
SCALE: 1"-70' DATE: 6/17/02
DRAWN BY. RW REVIEWED BY: GW JOB /f: 01-119

2.06
+-0.�3 X54
�� 79
-2.52
��=b:2,8
0.94
- 54
_L
r 14 /
/ o
0
PROPOSE® CHANNEL
TO BE DREDGED TO A
DEPTH OF -5.00'
�_ 1.96
EXISTING 3'x 20' DOCK (TYP.)
EXISTING 3'x 20' DOCK (TYP.)
-1.26 t
EXISTING BOAT
BASIN
APPROX. HI�I
NOTE: APPDXIMATELY WATER UNE
200 C.Y. OF SLEDGE -1.06 fi
TO BE DREDGED �7>
�cI
EXISTING 5'x20'
DAY DOCK
15'x20' i
PROPOSED BOAT RAMP
COMMON
LINE TABLE
AREA
LINE
0.04 ACRES
BEARING
2,015 SQ.FT.
15.27
S14'14'10"E
u
LEROY 0. BATTS, JR.
EIS
JAMES HOWARD BATTS
5.00
D.B.675, P.163
\
129 SHAES LANDING DRIVE
N 4'01"W
SURF CITY, N.C. 28445
13.43
- E E' -
EXISTING ASPHALT
1.36
0.87
ANCHOR
SUPPORT
0
BULKHEAD DETAIL
NO SCALE
NOTE: ALL ELEVATIONS ARE RELATIVE MEAN LOW WATER ELEVATION.
LEVEL
DREDGING DATA:
AREA TO BE DREDGED = 0.69 ACRES ((30,260 SO.FT.)
TOTAL AMOUNT OF MATERIAL TO BE EXCAVATED = 3,268 C.Y.
THIS IS TO CERTIFY THAT THIS MAP WAS PREPARED FROM
AN ACTUAL SURVEY BY ME OR UNDER MY DIRECT SUPERVISION,
AND THAT THE .E,RROR OF CLOSURE" Q,CALCULATED BY LATS. &
DEPS. IS 11 L(Jh.-... (�h'i I'
WITNESS MY HAND & SEA(_,-�FIIS`_AAX IAF -L14-
20.aZ
JOHN L. PIERCE, PLS, L-2596,,
ti
LEGEND
EIS =
LINE TABLE
SIS =
LINE
LENGTH
BEARING
L1
15.27
S14'14'10"E
L2
12.87
S5 5 ' 5"
L3
5.00
Sl4'5 '48"
L5
18.32
N 4'01"W
L6
13.43
SO E
L7
56.96
S 4.4 ' 4"
1-8
30.67
Sl "W
L9
2.22
S18'36'22 -W
L10
30.23
Sia "
L11
4.03
1 '3 "E
L12
13.91
S 0'00'07"E
L13
16.13
S23'19'45"E
L14
13.36
S00 4' 9"W
L15
7.33
N7657' 1"W
L16
21.80
N31 W1. "W
L17
3.92
N58 -57'00"E
1.36
0.87
ANCHOR
SUPPORT
0
BULKHEAD DETAIL
NO SCALE
NOTE: ALL ELEVATIONS ARE RELATIVE MEAN LOW WATER ELEVATION.
LEVEL
DREDGING DATA:
AREA TO BE DREDGED = 0.69 ACRES ((30,260 SO.FT.)
TOTAL AMOUNT OF MATERIAL TO BE EXCAVATED = 3,268 C.Y.
THIS IS TO CERTIFY THAT THIS MAP WAS PREPARED FROM
AN ACTUAL SURVEY BY ME OR UNDER MY DIRECT SUPERVISION,
AND THAT THE .E,RROR OF CLOSURE" Q,CALCULATED BY LATS. &
DEPS. IS 11 L(Jh.-... (�h'i I'
WITNESS MY HAND & SEA(_,-�FIIS`_AAX IAF -L14-
20.aZ
JOHN L. PIERCE, PLS, L-2596,,
ti
LEGEND
EIS =
EXISTING IRON STAKE
SIS =
SET IRON STAKE
ECM =
EXISTING CONIC. MON,
SCM =
SET CONC. MON.
-E- =
ELECTRIC POWER LINE
PP =
POWER POLE
MH =
MANHOLE
PH =
PUMPHOUSE
D&UE =
DRAINAGE & UTILITY ESMT.
RRS =
RAILROAD SPIkE
ST =
SEPTIC TANK
PCB =
PROPOSED CATCH BASIN
ECB =
EXISTING CATCH BASIN
TB =
TELEPHONE BOX
GW =
GUY WIRE
SP =
SERVICE POLE
WV =
WATER VALVE
CO =
CLEAN OUT
FH =
FIRE HYDRANT
CMP =
CORROGATED METAL PIPE
EB =
EARTH BERM 1,51 SLOPE
® =
PROPOSED ELEVATION
""4.71 =
SPOT ELEVATION
ELEVATION ON TOP OF SEAWALL
e =
PVC PIPE SET IN CHANNEL
-0.77
/--2.61
5'x30' _ r. EXISTING 3'x 25'
PWK DOLPHINS
r
-0.88 1.10
t-1.10 -
-�L SEAWWLL - ? 54
✓ Z
/ O O
_ EXISTING 3' 25'
-- - �� +5:`t5 1 DOCK
�n
M 4 + v
N6.16 V\ T-�
1.50 �
A PROX. HIGH '
LOT 1. _ �-� WTER UNE
3 6.27 8430 SQ. FT_
FIBEROPTIC N.C.D.O.T.
CABLE MARKER \ C/O ROBERT VAUSE
NEW BRIDGE STREET
M� SUITE 7-A
JACKSONVILLE, N.C. 28540
E.P.K.
crvu yr omiuvc vvan
TOPO & CHANNEL LOCATION
AND DREDGING PLAN
SHOWING
HARBOR POINTE
TOPSAIL TOWNSHIP, PENDER COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES. P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: AUGUST 11, 2001
SCALE: 1"= 30' F.B. 300, PG, 18
JOB #205652 FILE NAME: HARBORPOINTE
GRAPHIC SCALE
0 15 30 50
1
I
1
I
120
( IN FEET )
1 inch . 30 ft.
SHEET 1 OF 3
REVISED MAY2, 2002 (MAKE ELEVATIONS RELATIVE TO MEAN LOW WATER)
REVISED JUNE 25, 2002 MAKE CHANGES AS PER COMMENTS FROM CORP OF
REVISED AUGUST 12, 200 (CHANGE WIDTH OF CHANNEL TO BE DREDGED TO
DOLPHINS
ACIMTY MAP - NOT TO SCALE
0
0
E1
(0 21 ,
AGt �
CORSi 1SI OF
AGEMENT

10 i I
i I I I
10
- -
- - -T MISTING SEAWALL
ISTING SEAWALL
5 i I I
Imo. - 5
i I i EXISTING CHANNEL GRAD
I I
+ - =
0
- } - PROP SED C ANNEL ADE i I I
J - PROPOSED CHANNEL GRAD
5 }r
I ~ I
-1 I I I
0 10 20 30 40 50 60 70 60 90 100 110 -10
0 10 20 !0 30 40 50 60 70 80 90 100 110 120 130 140 150
CHANNEL CROSS SECTION "A"
HORIZONTAL SCALE - 1"=10'
VERTICAL SCALE - 1"=5'
- EXISTING CHANNEL C - EXISTING CHANNEL GRADE TING CHANNEL GRADE CHANNEL CROSS SECTION B
PROPOSED CHANNEL PROPOSED CHANNEL GRADE DOSED CHANNEL GRADE HORIZONTAL SCALE - 1"=10'
VERTICAL SCALE - 1"=5'
10 ~ I i
i r
EXISTING SEAWA I
I
i
I
XISTING CHANNEL GRAD
- -
0 + -
I
' I
PRO ~~NNE1 GRAAE I 1-
i-- J._....-.. _
5 -
i i
-10 - ! - I
0 10 20 30 40 50 60 70 60 90 100 110 120 130 140 150 160 170
170 180
EXISTING CHANNEL GRADE
PROPOSED CHANNEL GRADE CHANNEL CROSS SECTION "C" HORIZONTAL SCALE - 1"=10'
VERTICAL SCALE - 10=5'
Q
W
F
STA. 1+72.26 INTRACOASTAL WATERWAY /W
10 ST
(P i t h
O
i O 5
- - i -
i
CP 0
- - - - - - I
T -5
XISTING CHANN L GRA !
W - - 1 - - - - r- - -r-- t-. 1-_... r.

-10
T--- 1 - E
75 T - _ - r- --~I _.li_ m ._Y -
- A;19
-15 I
Q 0 10 20 30 40 50 60 70 60 90 100 110 120 130 140 150 160 170 2 170 180 190 200 210 220 230 240 COASTDALIMAO AGEMENT
CROSS SECTIONS OF
U - EXISTING CHANNEL GRADE PROPOSED CHANNEL DREDGING
SHOWING
F PROPOSED CHANNEL GRADE CHANNEL CROSS SECTION "D" ? HORIZONTAL SCALE - 1"=10'
= VERTICAL SCALE - 1"=5' HARBOR POINTE
Ln TOPSAIL TOWNSHIP, PENDER COUNTY, NC
PREPARED BY
InLJAI MI rM nr o_ A e^elnni w Trees n A
Uvnly L. f-IFISViL OC AJJVI,Im ICJ r. A.
I 0 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
i a PHONE: [phone] DATE: AUGUST 11, 2001
SCALE: AS NOTED F.B. 300, PG. 18
2 JOB #205652 FILE NAME: HARBORPOINTE
SHEET 3 OF 3
REVISED: AUGUST 13, 2002 (CHANGE MADTH OF CHANNEL TO BE DREDGED FROM 70 TO W. ADJUST CROSS SEC710NS)

_