20030238 Ver 1_COMPLETE FILE_20030304

MEMORANDUM
TO: John Dorney Regional Contact: Noelle Lutheran
Non-Discharge Branch WO Supervisor: Rick Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Richard Johnson County New Hanover
Project Number 03 0238 County2
Recvd From DCM' Region Wilmington
Received Date 3/4/03 Recvd By Region
Project Type residential
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet ° - -
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
CAMA OTH O Y O ?? ? 1 R-S7-?5.7 S.4 ORNT?' 30.6?4. 2.737-F_ F_
0 IN
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O N Recommendation: O Issue 0 Issue/fond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
This office has no objection to the project as proposed. Turbidity levels must not exceed 25 NTU and
turbidity curtains must be installed where appropriate during construction.
The 401 Water Quality Certification was written on 4/4103.
Regional Office Page Number 1
Central Office
Facility Name Rich#rd Johnson County New Hanover
Project Number 03 0238 Regional Contact: Noelle Lutheran
Date: 4/4/2003
Comments (continued from page 1):
t
cc: Regional Office Page Number 2
Central Office

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary
February 28, 2003
MEMORANDUM
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
03023
Mr. John R. Dorney
Division of Water Quality
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Richard Johnson
7601 Masonboro Sound Road, New Hanover County
WETL4NDS1401 GROUP
MAR 0 9'2003
WATER QUALITY SECTION
Proposed Project: To construct a single family residence, boat basin, and access channel.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
March 23, 2003 If you have any questions regarding the proposed project, please contact E. F. Brooks at
910-395-3900. 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
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Richard Johnson
2. LOCATION OF PROJECT SITE: 7601 Masonboro Sound Rd., adjacent to Masonboro Sound, in
New Hanover County.
Photo Index - 2000: 22-270: J-N 18,19 1995: 22-251: K-O 7,8 1989: 4-178-27: K-P:6,7
State Plane Coordinates - X: 2348529 Y: 155869 GPS - 0-021320A
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 2/13/03
Was Applicant Present - Yes - Agent
5. PROCESSING PROCEDURE: Application Received - 2/14/03
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Wilmington/New Hanover Co.
Land Classification From LUP - Conservation
(B) AEC(s) Involved: CW, ES, EW, PT
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Wilmington municipal sewer
Planned - Same
(F) Type of Structures: Existing- Single-family residence, boat basin and access channel
Planned - Expand existing basin, bulkhead, pier, boathouse, (3)
boatlifts, boat ramp and floating docks
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: . [AREA]
T)RFT)f;FTI FTT T Pn nTUlQD
(A) Vegetated Wetlands 4,182 s ft.
(B) Non-Vegetated Wetlands 16.850 sgft. 3,602 sqft.
(C) Other - Highground disturbance 2,818 sqft. 84,000 sqft. 7,786 sgft.
(D) Total Area Disturbed: 119,238 sqft. (2.73 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SA-ORW Open: OPEN
8. PROJECT SUMMARY: The applicant proposes to construct a new single-family residence,
Richard Johnson
Page 2
maintenance dredge the existing boat basin and access channel, expand the existing basin, and construct a
bulkhead, pier, boathouse, (3) boatlifts, a boat ramp and several floating docks.
9. SITE DESCRIPTION
The project site is !located at 7601 Masonboro Sound Road (SR 1515), adjacent to Masonboro Sound, in New
Hanover County. The 5.29 acre tract is 249 feet wide and approximately 1050 feet in depth from Masonboro
Sound. The property consists of two adjoining lots and there is a cottage on the northern lot (Tract 5). The
cottage, "The Wigwam", was built in 1873 for Jane Parsley and has a historic designation from the Historic
Wilmington Foundation, Inc. The topography gently slopes from 20 feet above mean sea level at the house
location to approximately 4 feet above mean sea level along the marsh on Masonboro Sound. There are
numerous Live Oaks on the property over landscape shrubs and mowed.lawn grass. In the southeast corner of
the property, there are several mature Loblolly Pines and shrubs along the shoreline including; Grounsel-bush
(Baccharus halimifolia), Yaupon (Illex vomitoria) and Wax Myrtle (Mvrica cerifera). The adjacent marsh
border is approximately 300 feet wide, consisting predominantly of Smooth Cordgrass (Spartina alterniflora),
which transitions to high coastal marsh nearer the shoreline. High marsh coastal wetland species include;
Spike Grass (Distichlis spicata), Black Needle Rush (Juncus roemarianus), Sea Lavender (Limonium, spp.),
Glasswort (Salicornia, spp.), and Salt Meadow Grass (Spartina patens). There is Sea Oxeye (Borrichia
frutescens) and several Grounsel-bush (Baccharus halimifolia) and Marsh Elder (Iva frutescens) shrubs
intermixed in the high marsh vegetation. The landward extent of the wetlands has been delineated and
approved by the US Army Corps of Engineers. There is an existing access channel through the marsh border
terminating with a small boat basin adjacent to the highground. The boat basin and channel were permitted in
1970 under State Dredge and Fill Permit #212 (copy in application).
In the project area, the waters of Masonboro Sound are classified as SA-ORW, by the NC Division of Water
Quality, and they are OPEN to the harvest of shellfish. These waters are designated as Primary Nursery
Area (PNA), by the NC Division of Marine Fisheries.
PROJECT DESCRIPTION
The applicant proposes to complete maintenance dredging of the existing boat basin (40' X 140' X -3') and
access channel ( 450' X 25' X -3'). In addition the project proposes to expand the boat basin 50 feet further
into the highground and stabilize the north and west sides of the basin with a vertical bulkhead (320 LF). The
applicant would complete as much of the existing basin as possible and the basin expansion with mechanical
excavating equipment. Final dredging would be completed, by either, a barge mounted excavator or a
hydraulic pipeline dredge. The spoils disposal area (400' X 210') would be located on the highground in the
southeast corner of the tract. The area is of sufficient size to accommodate either method of dredging. If the...
hydraulic option is chosen, then a water control structure would be constructed in the diked area to return the
clarified effluent water to the boat basin. A boat ramp (60' X 16') and associated floating dock (35' X 6')
would be constructed in the northwest corner of the new basin. A system of floating docks, accessed by a
ramp from the bulkhead and creating three (3) boat slips would be constructed in the south end of the boat
basin. The floating dock system would consist of a L-shaped main dock (35' X 6' and 65' X 6'), with three
(3) finger piers (35' X 5', 25' X5' and 20' X 5') spaced to enclose the three (3) boat slips; 18, 14 and 12 feet
wide respectively. Mechanical boatlifts would be installed in each slip. The docking facilities would also
include a boathouse to cover the eastern-most boat slip. The footprint of the roof would be 26' X 18', and
the upper half (4') of the boathouse walls would be sided. The applicant also proposes to construct a pier
Richard Johnson
Page 3
along the north side of the basin and access channel extending to open water. The pier would be 592 feet long
and 6 feet wide (384 ft. from MHW), terminating in an L-shaped platform, 26 feet long and 26 feet wide. The
northwest corner of the platform would be covered by a roof (16' X 16'). A floating dock (40' X 6') would be
installed on the edge of the access channel, adjacent to the south side of the pier and platform. On the
highground, a wooden walkway (6' wide, elevated and slatted) would be constructed on either side of the
boat ramp and between the ramp and the dock system access. There would also be a paved access driveway
(450' long X 15' wide) constructed from the proposed house construction area. The final design of the future
residence has not yet been completed, however, the applicant has shown the maximum amount of built-upon
area (25 %) allowed on sheet 14 of the application, to be able to submit his Sedimentation and Erosion Plan
and Stormwater Plan. He would stay within those maximum allowances and submit detailed designs of the
house, driveways and landscaping at a later date.
10. ANTICIPATED IMPACTS
The proposed boat basin expansion would result in the excavation of approximately 4,182 square feet of
wetlands and the conversion of 2,818 square feet of highground to estuarine waters. Additional temporary
disturbance of wetlands would occur during the construction of the bulkhead tie back rods and supports on the
north side of the basin. Maintenance dredging in the existing channel and basin would disturb 16,850 square
feet of previously dredged shallow bottom. The boat ramp would incorporate an area of 960 square feet, with
approximately 66% of that area below MHW. All of the proposed floating docks would create a total of
1,450 square feet of public trust area and estuarine waters incorporation. The boathouse and pier platform
would create an additional 1,192 square feet of incorporation. The proposed pier would shade approximately
900 square feet of coastal wetlands and an additional 2,040 square feet of shallow bottom. Highground
impacts would include 146 LF of wooden walkways (6' wide, elevated and slatted) adjacent to the bulkhead
and 160 square feet of wooden deck (elevated and slatted). The access driveway to the boat ramp would
disturb and create 6,750 square feet of impervious surface. And, the dredge spoils area would disturb another
84,000 square feet of highground area. Additional highground disturbance would accompany the future
residential construction and landscaping.
Submitted by: E.F. Brooks Date: 2/27/03 Office: Wilmington
Form DCM-NIP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner.
2. LOCATION OF PROPOSED
PROJECT
a. County New Hanover
b. City, town, community or landmark
Name Richard Johnson
Address P.O Box 1586
City Wilson State Wyoming
Zip 83014 Day Phone [phone]
Fax Same
b. Authorized Agent:
Name-; Jeff EM
Address 2501 Mimosa Place
Wilmington. N.C. 28403
Phone [phone]
c. Application Preparation/Submittal
Name Steve Morrison
Address Land Management Group, Inc.
P.O. Box 2522
City Wilmington State N.C.
Zip 28402 Day Phone [phone]
Fax [phone]
d. Project name (f any)N/A
Masonboro Sound community
c. Street address or secondary road number.
7601 Masonboro Sound 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) Masonboro Sound
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a List all development activitiesyoupropose (e.g.
building a home, motel, marina, bulkhead, pier,
And excavation and/or filling activities.
Channel dredging maintenance, basin expansion,
boat ramp, boat slips, boat lifts, boat house, pier,
homesite
b. Is the proposed activity maintenance of an
existing project, new work, or both? Both
c. Will the project be for public, private or
commercial use?
Private
d. Give a brief description of purpose, use, methods
of construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. See the attached project
narrative
Revised 03/95

Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 5.29 acres
b. Size of individual lot(s) 2.66 and 2.63 acres
c. Approximate elevation of tract above MHW or
MSL approx. 4 to 15' msl
d. Sod type(s) and texture(s) of tract
Lakeland Sand. Seagate Fine Sand
e. Vegetation on tract Live oak loblolly me,
magnolia. water oak sweet , wax myrtle,
lawn grasses.
f. Man-made features now on tract House, shed,
boat channel and basin.
g. What is the CAMA Land Use Plan land
classification of the site? (Co =lt the local land use plan)
x Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
Single family residential
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
1. Is the proposed project consistent with the
applicable zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
j. 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?
Yes X No
1. Are there wetlands on the site? X Yes No
Coastal (marsh) x Other x
If yes, has a delineation been conducted? Yes
(Attach dommmtstion, if available)
m. Describe existing wastewater treatment facilities.
Wilmington sewer item
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.)
Limited surface runoff
o. Describe existing drinking water supply source.
Wilmington water system
5. ADDITIONAL INFORMATION
view and cross-sectional drawings) drawn to scale
in black ink on an 81/2" by 11" 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
Revised 03195
guide agency personnel unfamiliar with the area to
the site. Include highway or secondary road (SR)
numbers, landmarks, and the ld,-e.
Form DCM-W-1
* 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 Mort and Judy Neblett
Address 76:17 Masonboro Sound Rd.
Wilmington, N.C. 28409
Phone[phone]
Name Granville Rock and Gravel, LLC
Address 2501 Mimosa Place
Wilmington, N.C. 28403
Phone[phone]
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.
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 31st day of January. 2003.
Print Name
Revised 03/95
* A check for $400 made payable to the
Department of Environment and Natural Resources
(DENR) 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 ,
Signature.
Please i2o'cate attachments pertaining to your
prop( project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
X DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in
the spaces prot# ut-the bo
.form.
l FEB 14 20L13 I ` !
D 1 • V 't vt." c ! ir-)' :`t?'
' `?' ? -
Ll
C0AST-",L M ANA'kGE.',f:-IN
Form DCM-M -2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA
Major Permit, Form DCM-MP-1. Be sure to
complete all other sections of the Joint Application
that relate to this proposed project.
Describe below the purpose of proposed excavation
or fill activities. All values to be given in feet.
Average Final
Existing Project
Length Width Depth Depth
Access channel 450 25 -.5 -3
(MLW) or mlw mlw
(NW-)

Canal N/A

90 140 +6 -3
Boat mlw mlw
Basin
avg

60 16 +7.5 +2.5
Boat mlw mlw
Rarnp
, avg avg

Rock N/A
Groin

Rock N/A
Breakwater
Other (Excluding
shoreline stabiliz-
ation) N/A

v`F - r.v r.r
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 1400
b. Type of material to be excavated
accumulated fine sand silt
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? x Yes No
d. Flighground excavation in cubic yards 2000
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area upland on southeastem
end of property
b. Dimensions of disposal area 400' x 210' ave
c. Do you claim title to disposal area?
x Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? x Yes No
If yes, where?
Same location
Revised 03/95
Form DCM-MP-2
e. Does the disposal area include any coastal
wetlands (marsh), SAVs or other wetlands?
Yes x No
f. Does the disposal include any area in the water?
Yes x No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
x Bulkhead (for expansion of basin
inland)
Riprap
b.Length 320'
c. Average distance waterward of MHW or NWL
0'
d. Maximum distance waterward of MHW orNWL
W
e. Shoreline erosion during preceding 12 months
N/A
f. Type of bulkhead or riprap material Concrete.
vinvL steel or treated wood
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap none
(2) Bulkhead baclti`ill none, to be built inland of
current mhw line.
h. Type of fill material N/A
i. Source of fill material N/A
Revised 03195
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes x No
If yes,
(1) Amount of material to be placed in the water
none
(2) Dimensions of fill area N/A
(3) Purpose of fill N/A
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes x No
If yes,
(1)Dimensions of fill area N/A
(2) Purpose of fill N/A
5. GENERAL
a. How will excavated or fill material be kept on
site and erosion controlled?
Silt fencing, spoil settlement dike per erosion and
sedimentation control plan.
b. What type of construction equipment will be
used (for example, dragline, backhoe, or hydraulic
dredge)? Hydraulic dredge. trackhoe_ dumb
dozer_ grader.
c. Will wetlands be crossed in transporting
equipment to project site? x Yes No
If yes, explain steps that will be taken to lessen
environmental impacts. Machinery to operate on
mats in all Nvetland areas to remain.

Richard Johnson
(Agent)
1/31/03
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, For 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 Future single homesite
development. unplanned at this time.
vehicular driveways or parking. 25% maximum
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?
X Yes No
If yes, date submitted 1/31/03
b. Number of lots or parcels Property consists of
two lots. Owner intends to utilize as single
homesite.
c. Density (give the number of residential units and
the units per acre) .19 units per acre
d Size of area to be graded, filled or disturbed
including roads, ditches, etc. Maximum area of
disturbance 4.18 acres for homesite. basin/channel
excavation material dewatering and grading area.
e. If the proposed project will disturb more than
one acre of land, the Division of Land Resources
must receive an erosion and sedimentation control
plan at least 30 days before land disturbing activity
begins. If applicable, has a sedimentation and
erosion control plan been submitted to the Division
of Land Resources? X Yes No
If yes, date submitted 1/31/03 /a NG-n1MAkoo-R Co
f List the materials (such as marl, paver stone,
asphalt, or concrete ) to be used for paved surfaces.
Concrete. asphalt. marl.
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
i. Describeproposed method of sewage disposal.
Wlimington sewer system
j. Have the facilities described in Item I. above
received state or local approval? Yes
(Attach appropriate documentation)
k Describe location and type of proposed
discharged to waters of the state (for example,
surface runoff, sanitary wastewater,
industrial/commercial effluent, "wash down" and
residential discharges).
Limited surface runoff
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Wilmington water system
m. Will water be impounded? Yes x No
If yes, how many acres?
n. If the project is an oceanfront development,
when was the lot(s) platted and recorded? N/A
Revised 03/95
Form DCM-1%1[P-4
STRUCTURES
(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 _Community x Private
(2) Number 1 pier. 3 floating docks
(3) Length pier 384' mhw to end. 132' outer
marsh to end
floating docks 40'. 35'. 65'
(4) Width 6'
(5) Finger Piers x Yes No (floating)
(i) Number 4
(ii) Length 37'. 35'. 25'. 20'
(iii) Width 5'
(6) Platform(s) x Yes - No
(i) Number 2
(ii) Length 8'. 26'
(iii) Width 6'. 26'
(7) Number of slips proposed 4
(8) Proximity of structure to adjacent riparian
property lines 22' and 29'
(9) Width of water body .585'
(10) Water depth at waterward end of pier at
MLW or NWL -2.7' ml--AI
b. Boathouse (including covered lifts)
(1) Commercial -Private x
(2) Length 26'
(3) Width 18'
c. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.) N/A
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL, or
wetlands
e. Mooring buoys N/A
(1) Commercial -Community- Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
f. Mooring structure (boat1A mooringpilings, etc.)
(1)-Commercial-Community x Private
(2) Number 3 boat lifts with 4 pilings each
(3) Length piling spacing 16'. 12'. 12'
(4) Width piling spacing 14'. 10'. 8'
g. Other (Give complete description)
11 pilings to secure floating docks
Applicant or Project Name
Signature
Date
Revised 03195
BASIN EXPANSION/CHANNEL CROSS SECTION

A
s TO FUTURE HOMESITE
BASIN AREA
EXISTING GRADE
FINAL GRADE
2 WETLAND FRINGE
L?-DEADMAN
FINAL DEPTH
u BULKHEAD
TIE BACK RODICABLE, LENGTH TBD ' I
i A
a
r ?I
F E0) i ! 4 '2(1103 /
L_) Ivi
LrJ1-\ 11 1" I .": \(.;
A'
TO MASONBORO SOUND -v
CHANNEL
MHW
MLW
. -3' MLW
AREA TO BE EXCAVATED
BULKHEAD AND DEADMAN DEPTHS PER CONTRACTOR
SCALE HOR. 1 40'
VERT. 1 10'
BOATING FACILITY
MASONBORO SOUND
RICHARD JOHNSON,
NEW HANOVER COUNTY
SHEET 2

,.
CROSS SECTION AT BOAT RAMP
MHW
MLW
-3' MLW
't
BASIN BULKHEAD
BULKHEAD AND PILING DEPTHS PER CONTRACTOR SCALE 1"= 20'
BOATING FACILITY
MASONBORO SOUND
RICHARD JOHNSON
NEW HANOVER COUNTY
SHEET 2A
PIER PROFILE
TYPICAL
yji ij k:._. ...
i
OPTIONAL HANDRAIL 2x6 RAIL
2x4 KNEE RAIL
4x4
2x6 DECKING
2x8 STRINGER
2x8 CAP SILL
2x8 CROSS BRACING
BOTTOM SURFACE
8x8 PILING
PILING DEPTH PER CONTRACTOR 1, I SCALE 1 "= 2'
INIMUM X FROM BOTTOM OF DECKING TO MARSH SURFACE
ALL HARDWARE AND FASTENERS TO BE GALVANIZED OR STAINLESS STEEL
BOATING FACILITY
MASONBORO SOUND
RICHARD JOHNSON
NEW HANOVER COUNTY
SHEET 2B
Typical Cross Section of
Proposed Pier
2 x 6 HANDRAIL, optional_
2 X 6 DECKING
2 X 6 or 2 x 8 STRINGERS/`
JOISTS
6%8' PILING -
2 X 8 CROSS BRACE
Piling depths to be determined
by marine contractor
SCALE 1" = 4'
Notes: .
1. All hardware and fasteners to be galvanized steel or stainless steel.
2. Shown cross section is for access pier and its 6' width. Outer deck construction
will be similar, with a 26' width and 16'x 16' HIP_roof section.
6'
3'

4x 4 HANDRAIL POSTS, optional
STAINLESS STEEL CABLE
-THROUGH-BOLTING
VANIZED EARTH ANCHOR, SIZE TBD
3. Distance from marsh surface to bottom of decking will be T minimum.
Land Management Group, Inc.
Environmental Consultants
P.O. Box 2522
Wilmington, NC 28402
910-452-0001
BOATING FACILITY
MASONBORO SOUND
RICHARD JOHNSON
NEW HANOVER COUNTY
SHEET 2C
CROSS SECTION
PROPOSED PIER
BOAT HOUSE PROFILE
TYPICAL
FROM EAST SIDE

MHW
MLW
P
-3' MLW
ALL HARDWARE AND FASTENERS TO BE GALVANIZED OR STAINLESS STEEL BUA I INN F-AUILI I T
MASONBORO SOUND
RICHARD JOHNSON
NEW HANOVER COUNTY
SHEET 2D
PILINGS FOR BOAT LIFT AND
FLOATING DOCK SYSTEM NOT SHOWN
SETTLEMENT DIKE
TYPICAL CROSS SECTION SW TO NE
SCALE 1'= 20'
2' FREEBOARD
DIKE _CAPACITY _
I EXISTING GRADE
I CUT AREA
I
I
140'
I 28' I
I 2:1 I
I _ DIKE
ADDITIONAL 2' SAFETY MARGIN
4' DEEP DIKE CAPACITY = 1.1 ACRE FEET
EQUALS 1760 CU YD
PROJECT DREDGING VOLUME (BELOW MHW) = 1400 CU YD
BOATING FACILITY
MASONBORO SOUND
RICHARD JOHNSON
NEW HANOVER COUNTY
SHEET 3
s
WETLAND IMPACT ? •
C?
1! ? C
?\P ?J
X 40.45'
TEMPORARY WETLAND DISTURBANCE AREA -
FOR BULKHEAD/DEADMAN INSTALLATION f

f? .. OEM
154,151
f
r
k '
s ?
1 t

INTERTIDAL WETLAND FRINGE
TO BECOME COASTAL WETLAND SLOPE'
L
,(-2
SCALE 1"= 40'
L3G : ? .
?s k k ??f
Q
' TEMPORARY WETLAND DISTURBANCE AREA,
n?.,.= k?? k FOR CREATION OF COASTAL WETLAND SLOPE
Ao k
138.25
BOATING FACILITY
?
WETLAND EXCAVATION FOR BASIN =.096 ACRES MASONBORO SOUND
RICHARD JOHNSON
j NEW HANOVER COUNTY
t SHEET 6
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ENTIRE PROJECT AREA IS WI THIN 575' ORW AEC
100 feet = ?
LEGEND
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MAP PRODUCED EY NEW NANOM COUNn LAND AECOAOe
OEOORAPMO WORMMION SYSTMa
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FEB 1 It 2003 ,
1 V-A
U I v E I I () N nt- SUBDIVISION INDEX
GOA?SJTAL
+ I
BOATING FACILIT
MASONBORO 501
RICHARD JOHNSI
NEW HANOVER C
SHEET 10
NEW HANOVER COUNTY TAX MAP
NEW HANOVER COUNTY AERIAL Page 1. of 1.
wCrr nhiwru-n vvv?.I I
SHEET 11
ftp://ftp.co.new-hanove.r.nc.us/outbound/gisdata/ortlios/314502.sid 8/29/2002
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?',+:.Y '"'.'a = •'°' Y,'? y''i o r ,P) `• " BOATING FACILITY
to , `? e. Kt r` ~' ' ,_ MASONBORO SOUND
.lgv
RICHARD JOHNSON
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SHEET 12
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S NEW HANOVER COUNTY SOIL SURVEY
(loins sheet 20)
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BOATING FACILITY
MASONBORO SOUND
RICHARD JOHNSON
NEW HANOVER COUNTY
SHEET 13
(Joins sheet 26)
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PROPOSED PRIVATE BOATING FACILITY
PIL RIPARIAN 1---_?
?Q N LI(y=_
BULKHEAD ?` RIPgRIgN
/ 140' ?y ??. 15' SETg 90
6' BOARDWALK k4l ?`CK
57* 54'
6 BOARDWALK
' RAMP 0 K ,
ACCESS BOAT RAMP r6
60' 16'X16' ROOF AREA 26
6' BOARDWALK NP 384' FROM MHW TO END OF STRUCTURE
51, 0
70
38' o
D
A
BULKHEAD
BILKHEAD 6' WIDE PIER - "1-
10' X"t 6' D CK (ON LAND)
I
LIFT SLIPS EDGE OF CUT TO -3' MLW
RAMP 5,f I
/ 18'X 26 '.B THOUSE EDGE OF MARSH
5'
1
. m.J FLOATING DOCK SYSTEM
Q // QO I 6
J w _ _ PILING G
i 3.PNIN_.IBEA
404 WETLAND LINE TOP OF LOPE .
/ ? ?, SETBPC? ice'
RIPARIAN.l.1NE
PIL
r
A' CHANNEL EXCAVATION AREA TO =3' MLW 40'X6' FLOATING
8'X6 RAMP ACCESS
RAMP
EDGE OF MARSH
15, SE-?gACK
SAN L1N?
R? ARC
OPEN DECK
/PILING
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T
F EB 141003 N4
DIVISION OF y
COAS I I',L MANAGEMENT
TO Zr
14, \
Y
BOATING FACILITY
MASONBORO SOUND
RICHARD JOHNSON
NEW HANOVER COUNTY
SCALE 1"= 40' SHEET 41
WATER DEPTHS TO AIWW
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I II IIIIIIIIIII11111 I111111111111111111111III1111.IIII.1..111..1..........111.:.:::.1:::::I;;1;;;;;; 1....11.1 llllll.I l....I...1111..I 111111.11111..111.1..1....111.1 ll ).lllllll llllllllllll 111 111 II
..
...........
SCALE 1" 100'
IIII IIII IIII II••.•.••.rII11111111111111?11IIIIIIIIIIIIII II II11111, ?'.
..r•.....•..•r....••••...••.....•.••.•••r .
•••.•
DEPTHS SHOWN TO MSL
MLW = -.9' MSL
.... II ....1..1 .................. ...::........::::::::::::...........
. ....•....
;"" iiiii;inFRF liiliilllilnl _---
.....I......I I..II1111111..111..11.1111.11.IIIIIII.1111111.11..111.11..11..11..•........... .? ••....•.r r...., ....... • ••...•.•...••• • Pp...... ...
- - - - - - - - --- - - - - - - - - - - - - - - - -

--_..,-----__----
111111I
.. ... ............. ......., ...... ....... ... .. . .. ..... .... . .......................................
........11.....IIIIIIIIII .I.I.II . II II I .I.IIIIIIIIIIIIIIIillll 111 IIIII 111 111 IIIII llllllllllllllll llllllllllllllll IIII 11111111111111111111111111111 I11111.1..11...11.1..I II..11.........11...11111.1IIII II111111I l lltl 1111 11BOATING FACILITY
MASONBORO SOUND
RICHARD JOHNSON
NEW HANOVER COUNTY
SHEET 4
I
W.
n'
"'
.. • ... ..? - .. .. ..? - ° ° o ° ° ° o ° ° ° ° o 1 (V e o v N N ?' " ry N N N N q 0" 047 ^µ ^? °
c? co 04,
N E I
GHE30KING •e.
o ?
PIE? e
,40j-451 o -. 154.16
;
0
ol 9, co
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?6 Q'?•. ' 8 99, 2?? n `?I P\ V G4•?? (V ry N N " " h h"7 hV yon 1 nh ° co
p
cy ry 'o co r,
/ " rn V \ o N ry h j a ? (0 &" V- C40
V ca
p0 r
In. o. °0N ° °
o e
0
N N.O?
i n
e, NOUTER EDGE Of MARSH +1- °
LIMITS Z
;r a N ORIGINAL PROJECT - - I
'
cy)
a ; (o o I ?o I tF I -
0 m 1 _ 0 °h ,, o N " cv O °? ° a o^ N N °" 25' r
a ! " N R7 /?, Jp 11 ® r y
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Go
0 o a 1 I 0VI 0 o o / ; ^ -
n o /°7 `, h o ! n o ! r
° o i i • 4Y,C M 1?? W ??Sih •-?'?.'L -T-?qP .??R O o o ! • / 1) e o 1- '2
510 FROM INNER BASIN
L 1
v
oeb
° ° d ° o o a o 0 0 ® o?® •Q "°; Ion ??N ry N N ry" ^7p ?" ? ? 0 0 N
0° a a o ry ry N ^O? c0 O 0 0 p 47
Q / 11 ° a o° 1 r!
.,co o
PQ P?? ???
0
\,,0
le\ 4
WATER DEPTHS IN PROJECT AREA SCALE 130'
orv o'
o? 1
jJ FEI31 +! 2003 DEPTHS SHOWN TO MSL
..,.;
7 COASTAL N,1A1`lA( ..alt id????r?I?? MLW = -.9' MSL
136.25
nV
7
0 0 °? BOATING FACILITY
° ° r ono N iry ^ ^?' ^ N ry47 ro A R C ARDOJOHNSOND NEW ° ° ° ° ° m o o e e e "oa0A0',biZ,1N N^°^ ?Oyry^ h * SH ETA50VERCOUNTY
1 \ e 0°• 0 0 1 -1 i; 0) of m°j M o
r
/ APPROVED 404 WETLAND DELINEATION
WINDWARD OAKS /
5ECTION I r
M. E5. 33, PPG. 187 4 188
r r
\ 7 ??? Il7T 4 9'k• fig,\` ,
?R\'1I? \ , PRCUG. HATHAWAY . \ \? C?,\a? o LINE LENGfN TA BEAM
r D.B. 2545, PG. 738 D _1 NI; I
n ?(y,`,'\ py LI4 21.36 p.µ__--.
.?\ `` ?A113 ?? M.B. 36. M. 46 r7` \ `My
//tip/
12,
r LOTS
WINDWARD OAKS j o`'AAAaaa, 'b ? \ 'a?-?
/ yyy,,, ,58 •? \ FRED G. HATHAWAY r \ \` p n ° F
SECTION I ' r Q \ ^ 2 \ r D.B. 2545. PG. 735 . \ u <5_9 0
r 0? I ?C.LP. M.B. 36,PG.% / \ \ oa
M.B. 33, PG. 187 4 188 100YrARROOD UNE `
eI.P. I ELEVATION I l.o. DIV? ? °
/ r J?,4 ?? \ \ \ / 302 F0 `-e?Cti ,
N? I
404 PVG?,rNIgr?{r?\ '`\ \
6
FRED G. HATHAWAY G 0
a• GM. 36, PG. 46 5 DG/vD
THE MEAN HIGH
WATER UNE
/•' IRON SCT ON UNE
\
OLD Ageb
Alo
(no/ ec.M. ,s+ ? ; i. \ \ \ (I ?FOq 0 10A1 ?? ss? \ ?\ FEB 14 2003
DIVI yION OF
WETLAND i \ \ ?a0 os PReDCDnnTnawAY\ COASTAL MANAGEMENT
/ / \ SO \ ( D.B. 2545, PG. 735
AREA
=r• ? ? lOf2\M.B. 36, P(..%
`? \ G?/O rsr/
ILEYT FLOOD ONE ? /I?F q \ \ \\ ?. PREDG.HATHAWAY-\ \ - .
ELEVATION O N I L0. \ O P \ O.B. 2545. PG. 735
? CRT N6. \ \ M.B. 3G. PG. 4G
? OHS NDF TY\ '?\ \
\ .Q?_ ?,.p? W9 ?IOO YrAR PtDOD UN[ ,? .
.?\, \? ?/q„W 23=\\ % ?AnON ILO.
?'l1R C?_6 9 \ //
LEGEND ` \ ? 100 YEAR FLOOD LINE ??\ \ \ ELEVATION ILO.
P.I.P. DDSTING IRON RPC \ ,/• ? "`'r`-•? I/ ? , ?AFPROXIMAIIE
J PROPERTY CORNER `,\ p ? -....'•.?..?•'?. \ \ y ??///I ?, LOCATION Of
62?? THE MEAN HIGH
O COSTING CONCRETE MONUMENT \
\ i } WATER LINE
'`\ *e w /0,
IRON SET ON UNC ?Gw
.?\ a 4J `•B \ \"/ / to4 t
Wt
4T AND \
SURVEY REFERENCE: \MORT S. NCBNOW OR U II FORM[RLDYM N® ? \ 4 / \ i t ` Ix, I
-MAP BOOK 36 PAGE 46 \ \ n?'?i T / : t MAR
SURVEY POP, A PORTION OF TRACT G AT LIVE OAKS ON MA50NBOR0 BOOK 15G7. FAX 239 \ es +awErwD UNe ?' LOCATION T
SOUND BY GEOGRE L05AK DATED APRIL 27, 1973 4E. PR i } THE MEAN HIGH
` \ \ k°S ANC 9yv? `?i r.C.M. •'rv ?WYATERLI E
SURVEY FOR A PORTION OF TRACT 5 AT LIVE OAK5 ON MA5ONB0R0 o°.
tr, .' /
50UND13Y5TOCK55URVEYINGDATED DECEMBER 1,1999 t +\,G ' BOATING FACILITY
UVE OAKS ^11 N
N MASONBORO SOUND (BOOK 184, PAGE 270)
wp a
\?+ 404 WETLAND AMA
. - ?•\ ?,pN'R' APPROAMATC t t .
Ir LOCATION OF \ }
NOTE: TH15 PROP[RTY15 LOCATED WITHIN AN
AREA OF 100 YEAR FLOOD. \
GRAPHIC 5CALE: 1"=100'
0 100 200 300
W[fUND5 ORTIFICATION 10RU.S. ARMY CORr5OFEAGINEER5
TH15 CtRnBr51"MMTTHM COROF THI5 RAT ACCURATELY DErICIS
THE BOUNDARY Or THE =IROUCIIONOF 5LLTI0N 404 Or THE
CLEAN WATER ACT UNDER THE rRMENT LAW AND REGNAnoN5 AS
DETIXMKo BY THE UNDO51GNED ON THIS DATE. UNLC55 THERE IS
A CHANGE IN THE LAW OR OURIUd15HED RllN1UTION5. THIS
DETERMINATION Or 5ECnON 404 JUPJ5DICTIOIN MAYBE RELIED UrON
FOR A rawo NOT TO 17(CMD HVE 151 YEARS FPDM THIS DATE
THIS DECRIANATION WAS LAM UnLIZING. THE 1967 AR)" LORFS
OP M=5 ODIIIfATION MANUAL ..
U ARMY Or CW414MR7 RVR7 RL9ENEAIIVt
DATE
I?
D O??P4'P
h
C? ELF ?NNF(
x?
MK.HAEL x. UNOP.RAi70p, P.L9. 42962
MASONBORO SOUND
RICHARD JOHNSON
NEW HANOVER COUNTY
SHEET 7
MA50NBORO 5OUND
w , cj
4 `?.y
C
-9?, 6 Ct,p'?1.
WINSDWDOAKS ! /\ PROJECT SITE TOPOGRAPHY
M.B. 33, PG. 187 4 188 PRELI M I NARY
?• NOT FOR RECORDATION OR
uvGneoxB ?? REAL ESTATE CONVEYANCE
//J /J// Ao Rc?BOP '\ EN[RDACHING 1.2 }J-
r
-??/?^? \' / LOT4 s ? B VICINITY MAP
PRED G. HATH/1110Ar \ b PROPERIy ;,'09C:LE
C ?l. E.IP. E D.8.2545, PG. 738 \ ?O ,\` N UNE
r \ (C `'?' fi T , , +t•,°°nm M.B. 3G, PG. 46
+ ?, Nor T05GNE
1WYCARPIDODLINE \\ P
\
ELEVATION IID.
WINDWARD OAKS 10 YY{ ?ti / LOTS \ \, _ - 1t':_w,
1 l n°9dw°' ad. _ x Wo FILED G. HAi141735 ?? 1
SECTION A I I 1 D.B. 2545, PG. 735
:al 1. I I K 1 1 . 'IP. M.B. 36, PG. 46 \ .\ •\, 1 r
M.B. 33, PG. 167 4 188 / / r' T 1 1, 1 \ ?L J
?r , 1 I 1 I :. I CFO O,
1l.?l?>o 4,f .-d Frv FEB-1 ?I 2003 - ??) p3p1,q? \ \
Y a '" a,lY I / I ., I rain Nb ri, 'yKJ \ DIVISION OF
p f 4 R \
94 ri [o G. H rATH4VAr 6 O
Mme . r9.2 •<,G,735 so \ 'OASTAL f?IANAUCPJIEPvT
4 ,9 ?T-- ! Y ,;l . ? `?P i'? f/ xauvl.'?' °' :e M B 36`FG,y16 Q , % \
( ''T l % j ? ? ,* .-'' / BTORA6Y ev "?Q• I r .?- 'l;r ??? ?+? ,\.
/' Q .i/_a ` : ,/,{! t.,v ?? /(i ,?''!, i 'W :d a'I sbaMr'n \ \ >' •'? rl •s re ''/ /, ,\
O "7a 1! / / - udA.'Y i 8N RWaaE 'I STORY
/ ?' AO V I ':xw ?I J ''1 i' 0 wrvc -? ` , r' DWLWN? :, ! ,' i / ?/ ?+ a LOT I
/ / polaJr' I i S + ::a=W ?: . ? PRED G. HATIIAWAr \.
/ i wxYa+, 1 Y' r ,?? , • Y og9Rr/ ?> : ,
\ `LOT\. 2 D.B.2545; PG, 735
J / 100 YEAR FLOOD Its ON \ M.B. 36, PG. 46
Q ^ 1 ELEVATION l l.Q RracoN wa4iV ( rD,?/inaA. O? FRED G. HATHAWAY\
l °l h x tt' 1 aw'a .y` 7 , / I MAo_ TA? ,.5.2545. PG, 735 , \.
y L /r s uo?v` 1 f' "OII E J 'IM1S. a' .3G, PG.46 \ .
// `GO 'AJyJ ` ,. i yaA !".,r..- xnaaa"/is!• o / mom" ..?VR0 i 1 ,Ty \
%? O l `,\. 0 an raA ll 1 f rat .^SfIS{/ w°1°M /' vlNrw(? / , ?IOO YTAR FLOOD
x ?•,.
z4yO / /ELEVATION 11.0.
Q ?`\ r 1 j ,!'.r9 'S9 Ghw70 'Al
'77
user ,r Y.ll I / / •P / I iPP -_.. l / ?t
FENCE
/ .' ?.
OWNERSHN OP l 1p rno/o,?(? II 1 /??, // . 11 aP II / .,>`V /
Il .
FPC!k?'S *41
UNKNOWN TO
/I SURVEIIM 1rlY0:".e f : /4 ", - / ( ? // ? ? (\'.? 'LOCATRNI(
/ .. - , / 524'9&I?{W? THE MEAN I
^•9` c ' 34.,90 ?) \ TER llNE
N926.481 r \ j J 'IRON SET ON UNE\ ??
3 °?3• ! ??, Fp '? l .I ,?/ 526'53/1 Iw . No1G'26AAS1? ?'.
I, 100 YEAR FLOOD UNE '? + ? ?• ?' 5`?ORT ! 1 z5.81?' 18.99' / \
ELEVATION 11.0. OIJw -.''' i O
•\ ?, ?rxr?E ,.?? :.d,.' IOA .el .•'' I 927.8I'O1W ,Waif N /
NOWORFORMERLY •P.."A, rp.; I 4.98' I d.?/ ?> ATM' S '? \'r
Suvxv Rd--
-M.0. 34G. PG. N6
-SURVEYOR A PORTION C' TRACT 6 AT N2 CAC9 ON MASCREOR05OJND
8Y GEORGE LOSAJE QATG] APRIL 27, 1973
•SURM rOR A PORTION O' TRACT 5 AT Uut OANS ON mA5CNBD.wn SOUND
°YSTOOC9 SURVRMG DATED CtCMV R 1, 1558
•UVE OAKS ON MA5040ORO 5OUND M 184, PAGE 270)
NOTE
-TH15 LOT 15 LOCATED WITHIN THE IODY&NRPUDDO
BOUNDARY.
GRAMIC SCAIL:
0 50 100 ISO
LIVE OAKS ON MA50NWRO0OUND
A PORTION OP TRACT 5(2.G3 ACS +J.) ,
A PORTION OP TRACT 6 (2.66 ACREB}j.)
TOTAL AREA-5.29 ACRES
MASOH00RD TOWNSHIP NEW FWIOJERCDUNIy
NORTH CARDUNA
RICHARD JOVIN50M
,Jo CHAR= MEIER, ATTORNLe AT LAW
MARSHAL. WIWAMS.nd GORIIAM
14 SOUTH 5tl19TR?T
WILMINGTON, NC 28401
-XV and A55OCIATE5, PA -
•IUOEC SURVRE
03
MORT 9. NESLETT and wfe, JUDYM. IE')yETT C7 -
Kb \ BOOK 1567, PAGE 259 RO

ENTIRE PROJECT SITE IS WI THIN 575, ORW AEC
DUE TO, OFF SITE TIDAL CREEK TO THE SOUTHWEST
,L REVISED I/IS103(RIjTORCrU!CT
Tit nAKVI!5= LRCM TRACT
Logo& C.I.P. EXISTING IRON PIPE
0 PROPERTYCORNER
o EXISTING NQtC(CMONUMIW
•. ll
sto, ir-AIIII 3IV( T 1' IOCATIQNOP
?ry I 21'77' THE MEAN HIGH
?. 547' 406*/ 'y?,xvv ,. .' ;' - WATERLINE \
'`/• DON[,. t; ,xAMill 22' .,?0??? .fit Y \?flt'PIC/,? \
\ ,.•'x 2W ?? l?'9 up'21;E0`?'a;t:,? r \ 530'12'S3W \ .
\
' i ua,c+P`8.C&. f -?15i8°yV ! i v a;Ol , 24.2-P
•^477T ---15:56
,> Ae '•?i > 'NOS'99'S1 ? ' ,A ? QI r° RPOG. /•\
kr` 563'0?'S6w' 3fT.dp'0g{--,.' /D"Ej ?;'N ? 1z?';?# ?`•. \
,l
.•/?.. •? ?? 34.19'>>:
?E APPRD)<1MAE ?•, r? " "? ' i 9? 4y ?;?iA
• N60'07'02W LOCATION OP N? i \ •,r.
,• ?••?•• \ 21.89' 919529, W T"e MEAN HIGH ?MASe??IYrpTJp UND
5.29' WATER LINE ` % ,^ f p? `.?`
IRON BET ON U\!S\ V3°,' (ttPlt'li) P g {A r '? ?^A? \ ?„,I/
APPROMMATZ!
LOCATION OF
O[4 ARlE ':.
WA?LINE BOATING FACILITY (il HIGH (TYPICAL) MASONBORO SOUND
\ qAa \ RICHARD JOHNSON f,,l
\ q \ J NEW HANOVER COUNTY ' •';
\ Ain/?\ re, I SHEET "8'
,a
NEW HANQVl!RR.gT;
\ . 'R
1. MCNNR N. UNDERWOCO. CERrFY`W1f ?7 WAS DRAW
\ UNDER MY SUPERSIN FRO M AC UNDER
?',d MY SUPERVISION OESGtl " AS ? rN5
.. \ •'>9P9 PLAT RATIO Of PREaSON AS C 1 'S
I/:QD06 + Nur r,S ror T 9wx+
\ ;r!9A By BROKEN ONES PLO ?HF
i 143 PLAT WI, MTI ,
\ StNOAROS W IN NORTH- y>;Y;
\ RAID F. -SE .
\ NU" ' LWY Of MAY
ESCHa1. CT ? q
WINDWARD OAKS
N
?P SECTION I yob
M.B. 33. PG. 187 4 188 PRELIMINARY
NOT FORRPCORDATION CR "+ r
\\ `\ `\ /NeeneoasSAraurvoc+\ REAL ESTATE CONVEYANCE
I? / / "w '? 3nA\ \ / cvcl xc I ;z 4t• 1 v
/ / nu \ J 1 r,
IOTA \ SAt-, 1 VICINITY MAP
FRED G.'HATH4WAY _ \- ~??'l U.P. °9.2545. PG. 7'9 \ \ lq ,,\ / 1\ H I UN? PC ScAiz
M.9,36,PG,46 EROSION AND SEDIMENTATION CONTROL PLAN
?'? ?? 1 / ;\\:;,,L` ur IcoxNLr+.coDUNf \ '-moo!\. ? ?.-?
.q; CLQQkM S? Qy `; \\ \ ?i =VAT!ON 11.0.
v? LOT 3
WINDWARD OAK5 `> ???T'° ?.a, LL 14'(\\ 4Pr y+PRDG.HgnAWAY ?? •\ \ STORMWATER SUBMITTAL
SECTION' I w ~ 03.2545,„'G.735 \ \ \
S a1 ?" , i r? 1 1 j M.9.36.:G.46 \
IF
M.15. 33. PG. 157 # 188 1 J l , t 1 q \ \ \ et `i ',
TK,??t, o`?'S\ RICHARD JOHNSON PROPERTY
2A
FEB ?` / ?? a V , rAr+? r?`"/?f%1 / 3aa.c I I,• rau .' I'9 / ????. s P'Vp \ \,` `.• " 14 2003
LOr5 `CJ,?i?' \ \ \
MR.'4 411ATH4WA '4 OSol
'ONSTRUCTION ENTRANCE
r ?: P,J a r~'? v
Ma.3c,,tc,4c No %\ DIVISION OF T
iTO COASTAL r F? \ M AGEMEN
/1O" `SILT FENCE'--,
7- ?„c 1 srGRr , .QN I 1'
?C LOT i,\.
;/ 9 W tJf ==;.-RBgNC. FUTYR IL1 ? N " "qY?y DFitf.D .9.ZS;s;mYS\ WETLANQLINE
/ J 00 RPRODL!C r, i \ F ;' ,r„r?; ® r q T10 , P \
ro+rw A / , IOT2 \? M,9.36,. G. 46
!ON i 1.0. r acct.` f \ ! ?i., 9 I 0OF G. HATHAWAY'\
J ?1 h r 'c ArOV, tf °°'? > ;d J r ; I MAq_ 2545, PG. 735
r 0 ,y? // .3 `J t • _ ?,rv..-' J %, lia `C1 C T 36.,°G. 4-
/ Q -r o \ WETLAND (MA°c?XY a,5-%-L-A4D>? h H@ S
p "? j f f ' ' J 00Y°ARPDO°I, OAT RAMP
/' ,\? ow 1 V ° 7. •. .w "•" Lne -_-=-4ATlON iLO. ,
p?? SILT FENCE •Y rd..• .,,-;' ,r / ;'e• -' `\ RQSOG ym `
s' v , t
d . ??sy . .b ( ! J x? /
% ? ?\ 'k'.. ' ' 1 r !- ` Ire: •? X?1 ,' ; ?'\,
\•.\ WIRe 7°V(°. \`. ,? l? >. ' 1, iil J ;n . ? ? \? ??? ?? if/\xJ / - `_1
0w"Nlnt5Hv OF
-c-• P as ?/•? , `?,;.
iINKNCNN TO
l ??\ N>? ;?i ,?'? ;? ? s'? ? ?. •S ? ? 'yam a
F ?! 0 q \ (?
100 YVIR P1 C00'USE 9 ? y am( ?, CQT A Z5.
=IATION i i.O. O Ile
r
PROPERTY LINES ARE PROJECT BOUNDARIES 527'flw
NOW OR PORMERLY 'r '1.\I''rtio.? /? - //??/??'?`IC?'/ 1 4;4:
MORT 5. Ne9L.RT and wfe, JUOYM. Nr-)- T
f1 d?? ENTIRE PROJECT AREA IS WITHIN 575' ORW AEC \ 900K ! 567,'AGL239 r; R f I
M.B. 2G. 'G. SG
.
5UR'YCY.•0Rh ORT104OF7.AC- 6 AT Vr U,I5 QV MA9G`ICORU=tiU`i° gC4jC?"C(?. ?. 21'
1I7-,54 W.
0Y GSRG:,09AC CA,faPCL 27, 1973
x `.yA ?, ,v,ey9
9URVLT70RA'pRf1070"RAG7 5A'iN W0 CN M4"0.\ED?O9Ct1N0 ``\ ?' /f -9 4'23'5 90°' % O
OY 9AY,5 wJ'\A 2 CAro CLCCACC I. I,_J i' ` .19 n •',? !? !?jtl
uv; ACS cu 20 u?cue0e0s°UN° 0= IC4.,'Wt no! \ ;? 563'02'5614' ?}
WATER CONTROL STRUCTURE
\ y.
to \ y..
1711s J7r ;s;OCATJ I4ITHIN rHL !O)1`,A2rl1x,'0
AUNDARr.
. ?......• N60'QP02A'.
'•\ ,? I 21.89' 517r?'1.
5.29'
,`?..\ ' •,:` IRON SLr ON UNt• JSC,2S
PROJECT (TOTAL PROPERTY) AREA = 529 ACRES SASINAND CHANNEL EXCAVATION TO BEBY \
SCALE 1"= 100' MECHANICAL AND HYDRAULIC EQUIPMENT APPROMMATZ
MAXIMUM DISTURBEDAREA = 4.18ACRES \ LOCATION OF Od
\ THe MOAN HY,n
;AAPHIUSau`: 1`.50 MAXIMUM BUILT UPON AREA = 1,32 ACRES WATeR UNe
DEWATERED MATERIAL FROM BASIN AND CHANNEL EXCAVATION\ mPlclu
° loo iso
TO BE USED FOR FINAL UPLAND SITE GRADING AS NEEDED
uve oACS ON MA50uecRO xllx0 ? \ \
PORTION OP 1T+P(a 5 (2.63 rQ'.3 *.) NOTE: FUTURE AS-BOIL T SURVEY TO BE PERFORMED AFTER DESIGN, CONSTRUCTION
PORTION OP T7? G (Z.G4;C.?+A)
TOTAL AR'A••5.29 b= OF HOMES/TE. TO BE SUBMITTED TO DWQ AS VERIFICA TION OF BOIL T UPON AREA
)NCOROTOM145'H1P NeNi4jOl, OOUNIY
NORTH CAROL'NA (RQ TO
RDJ°HN5cN TR=C9 HARVGMAKVCTS) P!04/0Mr-tCM 7RPC79=1=7 ORIGINAL SUBMITTAL, 1131103
IARL°5 ME!"-R. ATTMLy AT LAW
AAIL. WILUAMO Arid GOR m
115915TR=
TON, INC 20!01
L`am` e.1.P. w5TING@CNFm
0
PROPtRT1'
?P? ll I •
PRECO.NSTRUCTION MHW
THE MELN I
WATLR uNe
?' ?V?S •hiON 9ei 0N?JNe\ ?y?? % '>:+'.
r \ 1DCATON OP
Th! MCey WGn
WATURUW J?C?/ •' ? %'
M?IOW J
.Jy, l
`530'12'53W •. e . v
;J? :" :Jr p 24.27' OA SJ
Mcy3i'2pfN .'?:yJ.
^?RCB ASIN EXPANSIOJN AREi4 GP ???J
?NOS'3351E\ ' ? //?
3419' ?.°?d ? /y J l
AP°ROIMATE
LOCATION OF
.,
Ai°RtllC tOOR`J? 5CUND .
DISCHARGE IPE TO BEYt?NO,MLW
BOATING FACILITY NAATNEA«rA`'>;>•.
NNJHANOrtNiy•: y,
MASONBORO SOUND. . ,
RICHARD JOHNSON `"° &" °"°EA""°'''""Y'u r'"7A???r°s""'"
?Ea
AS AC?
NEW HANOVER COUNTY rNuYr4IAAANPEAMACNrOESgVOCN?PAeaOaNAS
SHEET 14
all aRm" Uns PL r LN
rnAE our w" ?,.•'•.'..nm';rfi.+,
Jv??L a NORM': , ,
\r 7 F)v n °AV guWUENAY
i?
' ? :...'.... ? ?.•.. ?.?. ..._: '. ;.?.. :... iw.'L+.>. •,?...+!aa•4ril+.?ui.'.' .. _... .._... ,..... a .. .. ..... ... .. ?. ....... .. .? ? ..... _... .. _u..r... ?......,.....Lry Jd+..peiult+Wy.:m???. ...r .. ?:: ?.i..1.:tr
SETTLEMENT DIKE
Definition A graveled area or pad located at points where vehicles enter and leave a con-
struction site.
Purpose To provide a buffer area where vehicles can dro p their mud and sediment to
avoid transporting it onto public roads, to control erosion from surface runoff,
and to help control dust
Conditions Where Wherever traffic will be leaving a construction site and moving directly onto a
Practice Applies public road or other paved off-site area. Construction plans should limit traffic
to properly constructed entrances.
Design Criteria Aggregate.Size--Use 2.3 inch washed stone.
Dimensions of gravel pad-
Thickness: 6 inches minimum
Width: 12-ft minimum or full width at all points of the vehicular
entrance and exit area, whichever is greater
Length: 50-ft minimum
Location--locate construction entrances and exists to limit sediment from
leaving the site and to provide for maximum utility by all construction vehicles
(Figure 6.06a). Avoid steep grades and entrances at curves in public roads.
TYPICAL CROSS SECTION SW TO NE
SCALE 1"= 20'
2' FREEBOARD 1 28'
DIKE CAPACITY _ I DIKE 2.1 I
EXISTING GRADE
CUT AREA ADDITIONAL 2' SAFETY MARGIN
l I
I
140'
DETAIL SHEET
TEMPORARY SILT FENCING
IL IJ1
8ackfill min 8"
thick layer of gravel
Filter fabric
cv)
z
G -1 C"

_
71
0
J

UJ > ...t
a
?r
lr - --?! U

GRASS TYPE AMOUNT/
1000 SF, TIME OF. '
SEEDING
INITIAL FERTILIZATION/1000 SF.
MAINTENANCE
RYE GRAIN 1-2 LBS. NOV. THRU JAN. 25 LBS. 10-10-10 NA NA

BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA NA
NA
PERMANENT SEEDING

CRASS TYPE AMOUNT/ „•
1000 SF. TIME OF
SEEDING
INITIAL FERTILIZATION/1000 SF,
MAINTENANCE
BERMUDA, COMMON 1-2 LBS. APR. THRV JUNE 25 LBS. 10-10-10. MARCH - APRIL EACH 4-8 WEEKS AUG. - SEPT. '
12 LBS. 10-10-10 1-2 LBS. N. 12 LBS. 10-10-10
FESCUE, TALL
(KENTUCKY 31) 5-7 L.BS, SEPT. THRU OCT.
F 25 LBS. 10-10-10 FEB. - MARCH MAY $ DEC. SEPT. - OCT

EB. THRU OCT.
12 LBS. 10-10-10
1/2 TO 1 LB. N. .
12 LBS, 10-10-10
SERICEA
LESPEDEZA (SLOPES) 1-2 LBS. MARCH THRU APR.
I
25 LBS. 10-10-10
FEB. - MARCH
1/2 TO I LB. N.

NA
2.3"
coarse aggregate
A
8"
r
Extension of fabric and wire
into the trench
Filter fabric o.
wire
lll??411
BOATING FACILITY
MASONBORO SOUND
RICHARD JOHNSON
NEW HANOVER COUNTY
SHEET 15
Compacted fill
TEMPORARY SFFnIN(-.
r
DEPARTML74T OF THE ARMY
PERMIT
Wilmington District, Corps of Engineers
id3minelm, North Carolina
Mr. Harald F.. Dobbins and
Mr. Henry B. Peschau, Jr,
Route S &nr 71
s r ,rte i
Klmingfwa, B. C. 28401 I ,' r s C? S ,l i
Referring to written request dated 17 Juas 1970
upon the recommendation of the Chief of Engineers, and under the provisions
of Section 10 of the Act of Congress approved March 3, 1899 (33 U.S.C. 403)9,
entitled "An act making appropriations for the construction, repair, and
preservation of certain public works on rivers and harbors, and for other
purposes," you are hereby authorized by the Secretary of the Army
to dredge a slip
(Here describe the proposed structure or work and its intended use,
including, in the case of an application for a fill permit, a descrip-
tion of the structures, if any, proposed to be erected on the fill.)
in Massnbom Soun4 and deposit the material on land
(Here to be named the river, harbor, or waterway concerned.)
at oppm to old Masonboro Channel, New Hanover Con2ty, $.. C.
(Here to be named the nearest well-known locality--preferably a town or
city--and the distance in miles and tenths from some definite point in
the same, stating whether above or below or giving direction by points
of compass.)
in accordance with the plans and drawings attached hereto
(On drawings: give file number or other definite identification marks.)
"Proposed bcedgiW on Masonbore Sound, Vicinity of A.I.W.W. Marker No. 130
(Fight),, New Hanover County, N. C. 6/W70"
subject to the following conditions:

Mfr. HaroM F. Dobbins and Mr. Henry B. Peschau, Jr,
*A judgment as to whether or not suspension, modification or revocation
is in the public interest involves a consideration of the impact that any
such action or the absence of any such action may have on factors affect-
ing the public interest. Such factors include, but are not limited to,
navigation, fish and wildlife, water quality, economics, conservation,
aesthetics, recreation, water supply, flood damage prevention, ecosystems
and, in general, the needs and welfare of the people.
BY AUTHORITY OF THE SECRETARY OF THE ARMY:
PAUL S DEMON Date
Coione4 Gores of Mg ers
Disc Engineer
PERMITTEE HEREBY ACCEPTS THE TERMS AND CONDITIONS OF THIS PERMIT
Signature of Permittee Date
HAROLD P.DOBBINS
Signature R Psratf tt" . (Date)
MW B x"'ESCHAU9. JR.:
ENG Form 1721-R
' - 7 77
4 tt?
25 May 1970
----- --°----------._..___ _- --- -. _ ---- --- -------..---_. ------winn??.x4"?oN'; 1?t c- -C,L??Far .=_._co/??o/7c
DEPARTMENT OF THE ARMY
PERMIT
Wilmington District, Corps of Engineers
Wi3min=m, North Carolina
E - :
M
Mr. r. Garold F. Dobbins and
Henry B. Peschau, Jr. ;
Route 3 Baas 71
a M. C. 28401 r ~'' I ,f
i C, L (; .v lraE !`v`A iGE1f 1
Referring to written request dated 17 June 1970
upon the recommendation of the Chief of Engineers, and under the provisions
of Section 10 of the Act of Congress approved March 3, 1899 (33 U.S.C. 403),
entitled "An act making appropriations for the construction, repair, and
preservation of certain public works on rivers and harbors, and for other
purposes," you are hereby authorized by the Secretary of the Army
to dredge a slip
(Here describe the proposed structure or work and its intended use,
including, in the case of an application for a fill permit, a descrip-
tion of the structures, if any, proposed to be erected on the fill.)
in Hasoubom Sound and dep mdt the material on I dud
(Here to be named the river, harbor, or waterway concerned.)
at opposite old Masouboro chanm4 New Hanover CMUL7.-N. Co
(Here to be.named the nearest well-known locality--preferably a town or
city--and the distance in miles and tenths from some definite point in
the same, stating whether above or below or giving direction by points
of compass.)
in accordance with the plans and drawings attached hereto
(On drawings: give file number or other -definite identification marks.) --
"Proposed II:edging ou Saso *wo Sound, Vicinity of A.I.W.W. Darker No. 130
(L:L ),, New *er County, I. C. 6/26/70"
subject to the following conditions:

Mr. Harold F. Dobbins and Mr. Henry B. Peschau,' Jr.
(a) That this instrument does not convey any property rights either
in real estate or material, or any exclusive privileges; and that it does
not authorize any injury to private property or invasion of private
rights, or any infringement of Federal, State or local laws or regulations,
nor does it obviate the necessity of obtaining State or local assent re-
quired by law for the structure or work authorized.
(b) That the structure or work authorized herein shall be in accordance
with the plans and drawings attached hereto and construction shall be sub-
ject to the supervision and approval of the District Engineer, Corps of Engi-
neers, in charge of the District in which the work -is to be performed.
(c) That the District Engineer may at any time make such inspections
as he may deem necessary to assure that the construction or work is per-
formed in; accordance with the conditions of this permit and all expenses
thereof shall be borne by the permittee.
(d) - That the permittee shall comply promptly with any lawful regula-
tions, conditions, or instructions affecting the structure or work author-
ized herein if and when issued by the Federal Water Quality Administration
and/or the State agency having jurisdiction to abate or prevent water pollu-
tion, including thermal or radiation pollution. Such regulations,. conditions
or instructions in effect or hereafter prescribed by the Federal Water Qual-
ity Administration and/or the State agency are hereby made a condition of
this permit.
(e) That the permittee will maintain the structure authorized herein in
good condition in accordance with the approved plans.
(f) That this permit may, prior to the completion of the structure or
work authorized herein, be suspended by authority of the Secretary of the
Army if it is determined that suspension is in the public interest.*
(g) That this permit may at any time be modified by authority of the
Secretary of the Army if it is determined that, under existing circum-
stances, modification is in the public interest.* The permittee, upon
receipt of a notice of modification, shall comply therewith as directed by
the Secretary of the Army or his authorized representative.
(h) That this permit may be revoked by authority of the Secretary of
the Army if the permittee fails to comply with any of its provisions or if
the Secretary determines that, under the existing circumstances, such action
is required in the public interest.*
(i) That.any modification, suspension or revocation of this permit
shall not be the basis for a claim for damages against the United States.
(j) That the United States shall in no way be liable for any damage
to any structure or work authorized herein which may be caused by or result
from future operations undertaken by the Government in the public interest.*
2 ?? l` ?1?, Lam"' ?' ?' ?? i
!/ •, ?? iE?'•? ? ^[. Sir
. Mr. Harrold P. Dobbins and Mr. Henry B. PescUit., Jr.
(k) That no attempt shall be made by the permittee to forbid the full
and free use by the public of all navigable waters at or adjacent to the
structure or work authorized by this permit.
(1) That if the display of lights and signals on any structure or work
authorized herein is not otherwise provided for by law,-such lights and
signals as may be prescribed by the United States Coast Guard shall be
installed and maintained by and at the. expense of the permittee.
(m) That the permittee shall notify the District Engineer at what time
the construction or work will be commenced, as far in advance of the time
of commencement as the District Engineer may specify, and of its completion.
(n) That if the structure or work herein authorized is not completed
on or before 31st day of December , 1973 , this permit, if
not previously revoked or specifically exten e , shall cease and be null
and void.
(o) That the legal requirements of all Federal agencies be met.
(p) That this permit does not authorize or approve the construction of
particular structures, the authorization or approval of which may require
action by the Congress or other agencies of the Federal Government.
(q) That all the provisions of this permit shall be binding on any
assignee or successor in interest of the permittee.
(r) That if the recording of this permit is possible under applicable
State or local law, the permittee shall take such action as may be necessary
to record this permit with the Registrar of Deeds or other appropriate offi-
cial charged with the responsibility of maintaining records of tithe to and
interests in real property.
(s) That the permittee agree to make every reasonable effort to prose-
cute the construction or work authorized herein in a manner so as to minimize
any adverse impact of the construction or work on fish, wildlife and natural
environmental values.
(t) That the permittee agrees that it will prosecute the construction
or work authorized herein in a manner so as to minimize any degradation of
water quality.
y
-if TI I a ,
t
_IP2 LI V'; IL 21
3 ?. ANw1253 ?Kr
F1 ?:-
C OAS
-?

Mr. HaroU F. Dobbins and Mr. Henry B. Pesehau, Jr.
*A: judgment as to whether or not suspension, modification or revocation
is in the public interest involves a consideration of the impact that any
such action or the absence of any such action may have on factors affect-
ing the public interest. Such factors include, but are not limited to,
navigation, fish and wildlife, water quality, economics, conservation,
aesthetics, recreation, water supply, flood damage prevention, ecosystems
and, in general, the needs and welfare of the people.
BY AUTHORITY OF THE SECRETARY OF THE ARMY:
PAUL S DEUSON Date
Co3onal„ Coxes of Engimers
Dis et Engl%wer

PERMITTEE HEREBY ACCEPTS THE TERMS AND CONDITIONS OF THIS PERMIT;
Signature of Permittee Date
HAROLD F., DOBBINS
Signa*We of pendttee ?(Date)r
HENRY B PESCHAV.. JR.'
ENG Form 1721-R
7 '77
F I L ,
ILL
r 771
rIl !?Er ??.e? i z ?F as F??
25 May 1970
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r 2-70 PERMIT TO DREDGE OR FILL PERMIT NO. 212
STATE OF NORTH CAROLINA
DEPARTMENT OF CONSERVATION AND DEVELOPMENT
Harold Fred Dobbins & Henry B. Peschau, Jr.
r
name
Route 3, Box 71
street.address
Wilmington
town-city
New Hanover N. C. 28401
county state
This permit authorizes you to dredge and/or fill in the location and manner
requested by you in your permit application, subject to the following conditions:
That all spoil be placed above high water and so placed as to prevent its reentry
into surrounding waters.
That the project be otherwise carried out as per .your application dated June 22,
1970.
This permit is void if the above conditions are not adhered to and followed.
Notification of the completed project must be given this office upon its completion.
This permit mast be displayed with a copy of the application in the cab or pilot-
house of the vehicle working on the project, whichever is applicable, and be easily
accessible to Department of Conservation and Development personnel.
This permit is terminated on December 31 of; the next year subsequent to the year
of issuance.
Any additional work or maintenance work on the project subsequent to the termina-
tion of this perxii.t requires a new permit.
The permit, as approved with conditions, may be objected to by the applicant
or by interested State agencies within twenty days of the date of issuance by
giving written notice to the Department of Conservation and Development.
Applicant is advised of the requirement under General Statute §146-6.1 that
power-operated earth moving equipment operating or to be operated in or on publicly
owned tidelands, publicly owned beaches, publicly owned marshlands, or navigable
waters within the State must be registered by the owner of the equipment with
the Departbbnt'bf Water and'Air Resources.

Thomas L. Linton, Co=issione '
Division of Commercial and Sports
Fisheries
July 28, 1970