20040814 Ver 1_COMPLETE FILE_20070828

?F \NATF9 Michael F. Easley, Governor
QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
co
r
--A Alan W. Klimek, P.E.,Director
p -? Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
WETLANDS 1401 GROUP
August 6, 2004
AUG 1 1 2004
Mr. Luther T. Jr. and Mrs. Katherine G. Rogers
110 Blackbrook Lane WATER QUALITY SECTION
Wilmington, NC 28409-2363
SUBJECT: Approval of 401 Water Quality Certification
and Additional Conditions
Rogers 4 Lot Subdivision
DWQ Project # 040814
New Hanover County
Dear Mr. And Mrs. Rogers:
You have our approval, in accordance with the attached conditions (WQC # 3400) to conduct the
following activity located on your property off River Road in Wilmington, New Hanover County. This
approval allows you to:
1. Fill 0.123 acres of Section 404 Wetlands for the purpose of constructing an access road to a 4 lot
single-family subdivision.
This approval is only valid for the purpose and design that you described in your CAMA Major
application received by the Division of Water Quality (DWQ) on May 19, 2004, and additional
information received on July 21, 2004. After reviewing your revised application, we have determined
that General Water Quality Certification Number 3400 covers this activity. This Certification allows you
to use your CAMA Permit when the NC Division of Coastal Management issues it. Please keep in mind
that there may be additional Federal, State or Local regulations applicable to your project, such as (but not
limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations,
NPDES and Coastal Stormwater. In addition, 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 revised CAMA Major
Permit application received by the Division of Coastal Management. If you change or modify your project,
you must notify the Division (DWQ) in writing and you may be required to send us a new application for a
new certification. If the property is sold, the new owner must be given a copy of the Certification and
approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this
project (now or in the future) exceed one acre, compensatory mitigation may be required as described in
15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the
attached certification and the additional conditions listed below:
1. Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to this office and a copy to the 401/Wetlands Unit, North Carolina Division of
Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650;
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone]
06MIt
Page Two
Mr. And Mrs. Rogers
DWQ Project # 040814
August 6, 2004
2. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the revised CAMA Major Application. All
construction activities, including the design, installation, operation, and maintenance of sediment
and erosion control Best Management Practices, shall be performed so that no violations of state
water quality standards, statutes, or rules occur;
Placement of culverts and other structures in waters, streams, and wetlands must be placed below
the elevation of the streambed to•allow low flow passage of water and aquatic life unless it can be
shown to DWQ that providing passage would be impractical. Design and placement of culverts
including open bottom or bottomless arch culverts and other structures including temporary
erosion control measures shall not be conducted in a manner that may result in aggradation,
degradation or significant changes in hydrology of wetlands or stream beds or banks, adjacent to
or upstream and down stream of the above structures. The applicant is required to provide
evidence that the equilibrium shall be maintained if requested to do so in writing by DWQ.
Additionally, when roadways, causeways or other fill projects are constructed across FEMA-
designated floodways or wetlands., openings such as culverts or bridges must be provided to
maintain the natural hydrology of the system as well as prevent constriction of the floodway that
may result in aggradation, degradation or significant changes in hydrology of streams or
wetlands;
4. Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands,
waters and protective buffers in order to assure compliance for future wetland, water and buffer
impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or
buffers approved for impact under this Certification Approval and Authorization Certificate. A
sample deed notification can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.state.nc.us/newetlands/deednote.html.
Please notify this Office at the number listed below if any problem arises during the construction of
the project that may affect water quality.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a
written petition conforming to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the DWQ Permit #040814 under Section 401 of the Clean Water
Act. If you have any questions, please telephone Noelle Lutheran or Rick Shiver at 910-395-3900.
Sincerely,

Z Alan W. Klimek, P.E., Director
J?- Division of Water Quality
Attachments: GC # 3400
Certificate of Completion
cc: Land Management Group - Steve Morrison
Corps of Engineers Wilmington Field Office - Henry Wicker
WiRO- Noelle Lutheran
401/Wetland Unit, Central Office - Cyndi Karoly
CAMA - Jason Dail
CAMA Raleigh - Doug Huggett
Central Files
WQC #3400
CAMA PERMIT CERTIFICATION
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR CORPS OF ENGINEERS
GENERAL PERMIT NUMBER 198000291 (ISSUED TO THE NORTH CAROLINA DIVISION OF
COASTAL MANAGEMENT AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES)
This General Certification is issued in conformity with requirement of Section 401, Public
Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of Water
Quality Regulations in 15 NCAC 2H, Section .0500 and 15 NCAC 2B .0200 for the discharge of
fill material as described in General Permit 198000291 and for the Riparian Area Protection Rules
(Buffer Rules) in 15A NCAC 213 .0200. This Certification replaces Water Quality Certification
Number 3025 issued on September 6, 1995, Water Quality Certification Number 3112 issued on
February 11, 1997, Water Quality Certification Number 3274 issued June 1, 2000 and Water
Quality Certification Number 3371 issued March 18, 2002. This WQC is rescinded when the
Corps of Engineers re-authorizes Regional General Permit 0291 or when deemed appropriate by
the Director of DWQ.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217
if conducted in accordance with conditions hereinafter set forth.
Conditions of Certification:
1. Activities authorized by CAMA major permits require written concurrence from the
Division of Water Quality as well as compliance with all conditions of this General
Certification;
2. Activities authorized by Coastal Area Management Act (CAMA) Minor or General
Permits do not require written authorization from the Division of Water Quality as long
as they comply with all other conditions of this General Certification;
3. In accordance with North Carolina General Statute Section 143-215.3D(e), any
request for written concurrence for a 401 Water Quality Certification must include the
appropriate fee. If a project also requires a CAMA Permit, one payment to both
agencies shall be submitted and will be the higher of the two fees. The fee shall be
collected and distributed between the two agencies in accordance with agreements
reached between the Division of Water Quality and the Division of Coastal
Management;
4. In accordance with 15A NCAC 21-1.0506 (h) compensatory mitigation may be
required for impacts to 150 linear feet or more of streams and/or one acre or more of
wetlands. In addition, buffer mitigation may be required for any project with Buffer
Rules in effect at the time of application for buffer impacts resulting from activities
classified as "allowable with mitigation" within the "Table of Uses" section of the
Buffer Rules or require a variance under the. Buffer Rules. A determination of buffer,
wetland and stream mitigation requirements shall be made for any Certification for
this Nationwide Permit. The most current design and monitoring protocols from DWQ
shall be followed and written plans submitted for DWQ approval as required in those
protocols. When compensatory mitigation is required for a project, the mitigation
plans must be approved by DWQ in writing before the impacts approved by the
Certification occur. The mitigation plan must be implemented and/or constructed
before any permanent building or structure on site is occupied. In the case of public
road projects, the mitigation plan must be implemented before the road is opened to
the travelling public;
WQC #3400
5. Compensatory stream mitigation shall be required at a 1:1 ratio for not only perennial
but also intermittent stream impacts that require application to DWQ in watersheds
classified as ORW, HQW, Tr, WS-I and WS-II unless the project is a linear, publicly-
funded transportation project, which has a 150-foot per-stream impact allowance;
6. Impacts to any stream length in the Neuse and Tar-Pamlico River Basins (or any
other major river basins with Riparian Area Protection Rules [Buffer Rules] in effect at
the time of application) requires written concurrence from DWQ in accordance with
15A NCAC 2B.0200. New development activities located in the protected 50-foot
wide riparian areas (whether jurisdictional wetlands or not) within the Neuse and Tar-
Pamlico River Basins shall be limited to "uses" identified within and constructed in
accordance with 15A NCAC 2B.0200. All new development shall be located,
designed, constructed, and maintained to have minimal disturbance to protect water
quality to the maximum extent practicable through the use of best management
practices. Activities listed as "exempt" from these rules do not need to apply for
written concurrence under this Certification;
7. All sediment and erosion control measures placed in wetlands or waters shall be
removed and the original grade restored after the Division of Land Resources has
released the project;
8. If an environmental document is required, this Certification is not valid until a Finding
of No Significant Impact (FONSI) or Record of Decisi.on (ROD) is issued by the State
Clearinghouse;
9. That appropriate sediment and erosion control practices which equal or exceed those
outlined in the most recent version of the "North Carolina Sediment and Erosion
Control Planning and Design Manual" or the "North Carolina Surface Mining Manual"
whichever is more appropriate (available from the Division of Land Resources (DLR)
in the DENR Regional or Central Offices) shall be in full compliance with all
specifications governing the proper design, installation and operation and
maintenance of such Best Management Practices in order to assure compliance with
the appropriate turbidity water quality standard;
10. Measures shall be taken to prevent live or fresh concrete from coming into contact
with freshwaters of the state until the concrete has hardened;
11. Additional site-specific conditions may be added to projects which have applied for
CAMA major permits which are proposed under this Certification in order to ensure
compliance with all applicable water quality and effluent standards;
12. When written concurrence is required, the applicant is required to use the most
recent version of the Certification of Completion form -to notify DWQ when all work
included in the 401 Certification has been completed;
13. Concurrence from DWQ that this Certification applies.to an individual project shall
expire three years from the date of the cover letter from DWQ or on the same day as
the expiration date of the corresponding General Permit 198000291, whichever is
sooner.
Non-compliance with or violation of the conditions herein set forth by a specific fill project
shall result in revocation of this Certification for the project and may result in criminal and/or civil
penalties.
WQC #3400
The Director of the North Carolina Division of Water Quality may require submission of a
formal application for individual certification for any project in this category of activity that requires
written concurrence under this certification, if it is determined that the project is likely to have a
significant adverse effect upon water quality or degrade the waters so that existing uses of the
wetland or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a
Certification decision if deemed in the public's best interest by the Director of the North Carolina
Division of Water Quality.
Effective date: March 2003
DIVISION OF WATER QUALITY
By
Alan W. Klimek
Director
WQC # 3400
DWQ Project No.:
Applicant:
Project Name:
Date of Issuance of 401 Water Quality Certification:
County:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent
modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North Carolina Division of Water
Quality, 1621 Mail Service Center, Raleigh, NC, 27699-1621. This form may be returned to DWQ by the applicant, the
applicant's authorized agent, or the project engineer. It is not necessary to send certificates from all of these.
Applicant's Certification
1, , hereby state that, to the best of my abilities, due care and diligence was used in
the observation of the construction such that the construction was observed to be built within substantial compliance and intent of
the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature: Date:
Agent's Certification
1, , hereby state that, to the best of my abilities, due care and diligence was used in
the observation of the construction such that the construction was observ ed to be built within substantial compliance and intent of
the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature: Date:
Engineer's Certification
Partial Final
as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically, weekly, full time) the construction of the project,for the Permittee hereby state
that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction
was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature
Date
Mail to: 401 Wetlands Contact
NC Dept. of Environment'and Natural Resources
127 Cardnal Drive Ext.
Wilmington, NC 28405-2004
Registration No.
Sincerely,
C?
Steve Morrison
Environmental Consultant
Cc: Cyndi Karoly, DWQ
Doug Huggett, DCM
Henry Wicker, COE
Jason Dail, DCM
John Klein
Luther T. Rogers Jr.
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9V ""LANDS 1401 GROUP
JUL 0 1 2004
Noelle Lutheran
Division of Water Quality WATER QUALITY SECTION
127 North Cardinal Drive
Wilmington, N.C. 28405-3845
Re: Rogers CAMA Major Permit application, DWQ Project 9 040814
Dear Noelle,
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This letter is in response to your request for additional information dated June 18, 2004.
Specifically, you requested that we demonstrate that the impacts to wetlands have been
minimized to the maximum extent practicable. The only wetland impacts requested
within the CAMA permit application are those associated with the entrance road to
access the upland interior of the property.
There are several justifications for the design dimensions of the requested entrance road.
The roadbed height has been designed to allow for the placement of two 24" culverts
with their inverts 4" below existing grade, as preferred. The culverts are necessary to
handle normal and expected surface water flows during minor flooding events. Earthen
fill over the culverts dissipates the traffic loading which helps protect culvert integrity.
The elevation of the driving surface is desired to keep the road passable during possible
surface flow conditions. The width of the driving surface is preferred for two-way driving
safety and maneuverability since this is a confined corridor in which all types of vehicles
must turn 90 degrees off of River Road and then quickly tarn again 90 degrees upon
reaching the interior upland. The designed road shoulders and 2.5:1 side slopes will allow
for stabilized roadbed support and maintenance as well as a margin of safety should a
vehicle veer off the driving surface in this portion of the roadway, which is elevated
above the wetland grade.
We believe that based on the above design and safety considerations, that the dimensions
of the entrance road are justified and have been minimized to the maximum extent
practicable. Please feel free to contact Mr. John Klein of Wrightsville Engineering_ with
any particular questions regarding the roadway design. Thank you for your assistance.
MEMORANDUM
TO: John Dorney Regional Contact: Noelle Lutheran
Non-Discharge Branch WQ Supervisor: Rick Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Luther & Katherine Rogers
Project Number 04 0814
Recvd From DCM
Received Date 5/19/04 Recvd By Region
Project Type

Stream
Permit Wetland Wetland Wetland Stream Class
Type Type Impact Score Index Prim. Supp
County New Hanover
County2
Region Wilmington
Acres Feet
Basin Req. Req.
CAMA F_O Y O N F_ 18-(71) SC F__ 30,617. I-- rr
F-O Y O N F_F- F_F__r_f I
Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? O Y ON Did you request more info? @Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O N Recommendation: O Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss)
Longitude (ddmmss)
Comments:
This project has been placed on hold The applicant has been requested to minimize the impacts to
section 404 wetlands 06/18/2004/ NL
cc: Regional Office
Page Number 11
Central Office
OF WATER Michael F. Easley, Governor
" 0 William G. Ross Jr. Secretary
North Carolina Department of Environment and Natural resources
> W??
=t Alan W. Klimek, PE
,Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
June 18, 2004
CERTIFIED MAIL: 7003 1010 0000 0032 1969 WETLANDS 1401 GROUP
RETURN RECEIPT REQUESTED
Luther T. Jr. and Katherine G. Rogers JUN Z S 2004
110 Blackbrook Lane
Wilmington, NC 28409-2363 WATER QUALITY SECTION
SUBJECT: PROJECT ON HOLD FOR
ADDITIONAL INFORMATION
Access 4 Lots, 6824 River Road
DWQ PROJECT # 040814
New Hanover County
Dear Mr. and Mrs. Rogers:
This Office has reviewed your CAMA Major application and is placing your project on hold until
we receive the following additional information:
1. Please demonstrate that the impacts to wetlands have been minimized to the maximum extent
practicable. This can be demonstrated by showing that the impacts are required due to spatial and
dimensional requirements. It does not appear that the road will be constructed to meet DOT
requirements and some of the utilities are located beneath the road; therefore, the width of the
road and road shoulders can be reduced to minimize impacts to wetlands.
Please respond within three weeks of the date of this letter by sending a copy of the information
to Noelle Lutheran and to Cyndi Karoly, 401 Wetlands Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-
226, her phone number is [phone]. The Division of Coastal Management may also need a copy of
your revised plans. If we do not hear from you within three weeks, we will assume that you no longer
want to pursue this project and we will consider the project as withdrawn. If you have any questions,
please feel free to call me at [phone].
Sincerel?y,/J
Noelle Lutheran
Environmental Specialist III
cc: Cyndi Karoly -Wetlands Group
Doug Huggett - DCM Raleigh
Henry Wicker - Corps of Engineers Wilmington
Steve Morrison - Land Management Group
Jason Dail - DCM
WiRO
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service *"
Wilmington Regional office Wilmington, NC 28405 [phone] Fax [phone] R CDEF_'R
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
May 17, 2004
MEMORANDUM
TO: Mr. John R. Dorney WETLANDS /
Division of Water Quality 401 GROUP
FROM: Doug Huggett 'Ay 1 9 7004
Major Permits Processing Coordinator WATER QUALI
?' SECTION
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Luther & Katherine Rogers
Project Location: 6824 River Road, Wilmington, New Hanover County
Proposed Project: To construct a bridge, community pier, a four slip docking system including four boatlifts,
one detached and one attached gazebo, and a common asphalt driveway for access to four
lots within the subdivision.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
June 10, 2004. If you have any questions regarding the proposed project, please contact Jason Dail 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: Luther and Katherine Rogers
2. LOCATION OF PROJECT SITE: Site is located at 6824 River Road, adjacent to the Cape Fear
River, in New Hanover County.
Photo Index - 2000: 1995: 1978:
State Plane Coordinates - X: 2326284 Y:131197 Rover file: 0-042813A `T
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 3/3/2004, 4/28/2004
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 2/27/2004 completed on 5/13/2004
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Wilmington/New Hanover County
Land Classification From LUP - Conservation / Resource Protection
(B) AEC(s) Involved: PT, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Community residential
(E) Wastewater Treatment: Existing - None Planned -Individual Septic
(F) Type of Structures: Existing - None
Planned -Community pier, gazebo, docks, bridge, boardwalk and
access road.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
Tn nT%f, T_ T%
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?1\LLV LI.J i 1LLL'iL lJ j j'1 CtC
(A) Vegetated Wetlands - "type 404" and
Coastal 6000 sq. ft.
("type 404") 1,540 sq.ft.
(Shaded)
(B) Non-Vegetated Wetlands - Open
water 2,210 sq.ft.
(C) Other - High round disturbance 23,958 s .ft.
(D) ' Total Area Disturbed: 33,708 sq.ft.
(E) Primary Nursery Area: Yes
M Water Classification: SA Open: Yes
8. PROJECT SLrMMARY: The applicant proposes to construct a bridge, community pier, a four (4)
slip docking system to include (4) boat lifts, one (1) detached (free standing and located upland of
coastal wetlands) and one (1) attached gazebo (fixed to pier), a common asphalt driveway for access to
four lots within the subdivision. The proposed construction is for the use and enjoyment of the future
property owners of the subdivision.
Luther and Katherine Rogers
Page Two
9. PROJECT DESCRIPTION:
The project site encompasses approximately 37.63 acres and is located off River Rd., adjacent to
Cape Fear River, in Wilmington, New Hanover County. The subdivision plan includes four (4)
individual lots, including an access road, bridge, two (2) gazebos, a community pier and docking
system. The subdivision is bordered to the north and south by private residential lots. To the east
River Road and to the west lies the Cape Fear River. The majority of understory vegetation at the
project site has been cleared and the remaining highground vegetation includes mature Loblolly aj
Long-leaf Pine, Oak, Sweet Gum, Red Maple, Magnolia, Wild Cherry and Red Cedar. The tract
contains two separate areas of high ground. The main section of high ground, where the subdivisi
being proposed, is surrounded completely by "404" wetlands and partially by Coastal Wetlands.
second section of high ground is a small island measuring 1,000' x 100'. The island is completely
surrounded by both "404 type" and coastal wetlands. Mean High Water (MHW) surrounds rough]
90% of the island. There are several areas of Federal wetlands (404 type) that have been delineate
and approved by the US Army Corps of Engineers. A section of "404 type" wetlands and coastal
wetlands border the project site to the west. The marsh vegetation is primarily Smooth Cordgrass
(Spartina alterniflora) and Black Needle Rush (Juncus roemarianus). The marsh transition toward
highground exhibits high coastal marsh vegetation, including, Spike Grass (Distichlis spicata) and
Meadow Grass (Spartina patens). The width of the ICWW in the area of the project site is
approximately 1,300' from marsh edge to marsh edge.
The Wilmington-New Hanover County Land Use.Plan classifies the area as Conservation. The wa
of the Cape Fear River in the vicinity of the project site are classified as SA by the NC Division o
Water Quality. The area is designated as a Primary Nursery Area by the NC Division of Marine
Fisheries, and is open to the taking of shellfish.
PROPOSED PROJECT: The applicant proposes to construct a community pier, a four (4) slip
docking system to include (4) boat lifts, one (1) detached (free standing and located upland of coa:
wetlands) and one (1) attached gazebo (fixed to pier), a common asphalt driveway for access to foi
lots within the subdivision and a bridge to span a section of coastal wetlands, in order to access the
upland island and pier. Development of the subject site, starting at the most landward location aloe
River Road, includes a 24' x 165' marl driveway that would provide access to the subdivision. Th
driveway would be accessible from River Road and would run approximately 165' towards the we
From there, the driveway would narrow to 14' in width and would then turn ninety degrees and ru
from north to south, approximately 435, along the eastern side of the property. The driveway (at
point of intersection to the property from River Road) would be located within "404 type" wetland
corrugated metal culvert measuring 56' x 24" would be placed beneath the driveway, in order to
provide drainage between the two wetland pockets. The driveway would result in the excavation ai
filling of approximately 6,000 sq ft (0.14 acres) of "404 type" wetlands. No mitigation is being
proposed for the excavation and/or filling of any "404 type" wetlands.
Luther and Katherine Rogers
Page Three
The applicant has also proposed the construction of a 8' x 210' bridge to span from the main section
of high ground to the island. The bridge would leave from the terminal end of the main section of high
ground along the western most property corner and extend west towards the island. The bridge would
cross MHW as well as both "404 type" and coastal wetlands. The bridge would terminate on the
island approximately 65' from MHW. A 24' x 24' open deck (golf cart turn around) would connect to
the terminal end of the bridge. A 16' x 16' covered gazebo would attach to the open deck on the
southern side of the deck. In addition to the gazebo connection, the pier would also attach to the open
deck. The pier would extend in a south westerly direction for approximately 40', then turn 45 degrees
towards the west to line up perpendicular with the Cape Fear River. The pier would slope down from
the high ground over the area of "404 type" wetlands, and continue west before terminating at an 18'
x 18' covered gazebo. On the western side of the gazebo, the applicant is proposing to install a
floating dock system that would allow dockage for four (4) vessels. The floating docks would be
oriented in the shape of a "horseshoe" with a third floating dock section in the middle. The main
section of dock (8' x 42'), or the spine, would run parallel to the shoreline. Three (3) finger docks (6'
x 20') would run perpendicular to the spine and would extend out towards the Cape Fear River. Water
depths around the proposed structure vary from -1' Mean Low Water (MLW), at the gazebo, to -2.5'
MLW around the terminal end of the floating docks. The entire structure would be located well within
1/4 of the width of the waterbody.
10. ANTICIPATED IMPACTS
The construction of the proposed community pier, gazebo, docking facilities and boat lifts would
shade approximately 1,540 square feet of "404 type" and coastal wetlands.
The installation of the culvert and access drive would result in the filling of 6,000 square feet (0.14
acres) of "404 type" wetlands.
The pier, gazebo, docking facilities and boat lilts would incorporate approximately 2,210 square feet
of Estuarine Waters and Public Trust Areas.
The inland driveway, gazebo and open deck would disturb approximately 23,958 square feet of upland
vegetation.
According to the applicant, no work, other than a 6' wide access pier, will be located within the 30'
buffer.
Submitted by: J. Dail Date: 5/13/2004 Office: Wilmington
Form DCi1i-lTP-1
A PPLICATION
(To be completed by all applicants)
1. APPLICANT 2. LOCATION OF PROPOSED
a. Lando Amer.
PROJECT
a. County New Hanover
Name
Luther T. Jr. and Katherine G Roeers
Address 110 Blackbrook Lane
City wlminaton State NC
Zip 28409-2363
Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Land Manaeement Group Inc
Address P.O. Box 2522
City _V?lminton State NC
Zip 28402 Day Phone [phone]
Fax [phone]
c. Project name Cif any) ITT/A

b. City, town, community or landmark
VTilmineton
c. Street address or secondary road number.
SR 1100
d Is proposed wort: Within °city limits oEplanning
jurisdic ?? Y.es. -r
e. Name of to' of AaW nearest'projecC?.g.
river, creek, o d, un bav'j `
Cape Fear R ?e J
co
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulk-head, pier,
And excavation and/or filling activities.
Communitv boatine facility to include floating dock
with four slips gazebo pier boardwalk. upland
gazebo. deck. Access road wetland crossing.
b. Is the proposed activity maintenance of an
existing project, new work, or both?
New work
c. Will the project be for public, private or
commercial use? Private use by future lot (miners
Resised 03/95
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.
Boating facility is for the use of lot owners and
guests. Access road required to serve community
Standard marine construction methods to be used
No daily operations anticipated
Form DCM-AIT-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 37.63 acres
b. Size of individual lot(s) 1.2 to 10.0 acres
c. Approximate elevation of tract above MHW or
NWZ, avg. 5-15'above MHW
d. Soil type(s) and texture(s) of tract
Kureb sand
e. Vegetation on tract
Live oak- loblolly pine. water oak red maple
black gum, vaupon, wax myrtle
f Man-made features now on tract
None
g. What is the C.ANLA Land Use Plan land
classification of the site? (Con=lt the local land usepLan.)
x Conservation Transitional
Developed Community
Rural Other
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 cant'
out the project
h. How is the tract zoned by local government
R-15
1. Is the proposed project consistent with the
applicable zoning? x Yes No
(Attach zoning compliance cemficate, if applicable)
Has a professional archaeological assessment
been done for the tract? Yes x No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes x No
1. Are there wetlands on the site? x Yes No
Coastal (marsh) a Other x
If yes, has a delineation been conducted? Yes
(Attach doaimartation, if available)
m_ Describe existing wastewater treatment facilities.
None
n. Describe location and type of discharges to
waters of the state. (For example, surface nmof ;
Sanitary wastewater, industrial/commercial
effluent, "wash down" and residential discharges.)
Limited surface runoff
o. Des p`sting drinlang-ater supph,
1
source.
None
5. ADDITGjg4WNF UAaTION
* An accurate, dated work plat (including plan
view and cross-sectional drawings) drawn to scale
in black ink on an 8'/2' by I I" white paper. (Refer
to Coastal Resources Commission Rule 7J.0203 for
a detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Revised 03195
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.
Form DCM-AI'-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 Camile Marchelletta
Address 3945 Teal Cove Lane
The Colony, Tx. 75056
Name Carlos and Laura Lagomarsino
Address 5525 Carolina Beach Road
Wilmington. N.C. 28412
* A list of previous state or federal permits
issued for work on the project tract Include permit
numbers, permittee, and issuing dates.
* A check for 5400 made payable to the
Department of Environment, Health, and Natural
Resources (DEHNR) to cover the costs.
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.
Please indicate attachments pertaining to your
proposed project
* 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 vill allow only the development
described in the application. The project «ill 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.
This is the ---'-'?day of JVJ. , 20 ??4
Print Name Steve Morrison,
Land Matta ement Group. Inc. (Agent)
Signature
n owner orAurhb?ed gent, V,
DCMMP-2 Excavatwn andIE11NI formation
x DElvi -3 jpland D3 Velopment
x DC Q Sfi ctures Information
x DC 5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in
the space provided at the bottom of each
form.
Revised 03/95
Form DCNI-INTP-3
IT PLAN
13"EVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for C.AMA
Major Permit, For DCM-141_P-I. 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 None
b. Number of lots or parcels Four lots plus
common area
c. Density (give the number of residential units
and the units per a=) Four potential units by
future lot owners equaling 0.106 units per acre
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. Less than one acre
for access drive
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
£ List the materials (such as marl, paver stone,
asphalt, or concrete ) to be used for paved surfaces
Marl surface for acc„°ss road.
g. Give the percentage of the tract within 75 feet
of MHW or NWL, or within 75 feet in the case
of an Outstanding Resource Water, to be covered
by impervious and/or built-upon surfaces, such as
pavement, building, rooftops, or to be used for
vehicular driveways or parsing. < I%
h. Projects that require a CA-NLk Major
Development Permit may also require a Storm%vater
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.
On site waste treatment systems on each lot
j. Have the facilities described in Item L above
received state or local approval? Co. Health Dept.
has inspected sites permits pending
(.Attach appropriate documentation)
k Describe location and V,,pe of proposed
discharges to waters of the state (for, e, ample,
surface runoff, sari= wasteNvater?`?
industrial/eomm cial effluent, "wash down" and
residential discharges)' No discharges proposed.
L Describe proposed drinking water siipplysoa rice
(e.g. well, cannmunit<<public.s}-stem;etc:j'
individual residential zverls.''. ""
00 '-? "
m. Will water be impounded? Yes x No
If yes, how many acres?
n. If the project is an oceanfront development;
.vhen was the lott((s))pplat?ted and recorded?
Appli nt or P oject Name
bnature
ate
Resised 03195
Form DC.Ni-;11P-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA.
Major Permit, Form DCM-MP-I. 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 x Community Private
(2) Number 1
(3) Length 68' from MHW
(4) Width 6'
(5) Finger Piers x Yes No
(r) Number 3
(ii) Length 20'
(iii) «rdth 6'
(6) Platform(s) x Yes - -No
(i) Number 2
Gazebo Dock Spine
(ii) Length 18'. 42'
(iii) Wiidth 18'. 8'
(7) Number of slips proposed 4
(8) Proximit, of structure to adjacent riparian
property lines 120' to south. 120' to north
(9) Width of water body- 1360'
(10) Water depth at waterward end of pier at
MLW or ??NVZ - 2'mlw
b. Boathouse (including covered lifts) N/A
(1) Commercial Priv'te
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, ctc.).N/A
(1) Number ? f
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.) N/A
(1) Length
(2) Average distance from MHW, Z or
wetlands
(3) Maximum distance beyond MHW ?NWL,
or wetlands
c. Mooring buoys N/A
(1) _Commercial -Community- Private
(2) Number
(3) Description o buoy
(Color, inscri lion, size, anchor, etc.)
(4) Width of wat body
(5) Distance b !(s) to be placed beyond
shoreline
f; Mooring structure oatlifts mooring pilings,
etc.)
(1) -Commercial x Community _ Private
(2) Number 4
(3) Length 2-20',2--'Y8`
-
(4) Width 12' -
g. Other,`(Gi 'e copplete description)
'J

Ap Iicant o,LPrrojject Name
'lam - Cam' ?,? ?=•'`.r-`?, - 'iw-,?
ignature
y
Date
Revised 03!9
Form DCM-;VIP-5
?1?DGE5 A,ND
CULVERTS
Attach this form to Joint Application for CAMA
.ajor Pcr-m. t, Form DCM-144P-1. Be sure to
complete all other sections of the Joint Application
that relate to this proposed project.
1. BRIDGES N/A
a. Public Private x
b. Type of bridge (construction material)
Treated wood
c. 'L'ater body to be crossed by bridge
Upper coastal marsh ord
d. Water depth at the proposed crossing at MLW or
N-'L Zero at MLW
e. Will proposed bridge replace an existing bridge?
Yes x No
If yes,
(1) Length of casting bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of- the e?sting bridge be
removed? (Explain)
£ Will proposed bridge replace an existing
culvert(s)? Yes X No
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert
above the MHW or NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
g. Length of proposed bridge 210'
h. Width of proposed bridge 8'
1. Height of proposed bridge above wetlands
3' minimum
- - 7%
j. Will the`-proposed bridge affect, eiasting"tvater
flow? `i Yes' x l No I
L
?? ?? ` ??
k. Navigation clearance undemea_ th ?ropos? bridge
Upper maisb n6rnavieable. no channel
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes X No
if yes, explain
m. Will the proposed bridge cross wetlands
containing no navigable waters? x Yes No
if yes, explain
Upper marsh crossing only
n. Have you contacted the U.S.
Coast Guard concerning their
approval? Yes X No
Revised 03,195
Form DCi-NIP
2. CULVERTS
a. Water body in which culvert is to be placed
No open water. 404 wetland only
b. Number of culverts proposed
Two
c. Type of culvert (construction material, style)
Corrugated metal
d. Will proposed culvert replace an existing bridge?
Yes x No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath
existing bridge
(4) Will all, or a part of, the existing
bridge be removed? (Explain)
e. Will proposed culvert replace an existing culvert?
Yes x No
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert
above the MHW or NWL
(4) Will alL or a part of- the existing
culvert be removed? (Explain)
j. Will the proposed culvert affect existing
navigation potential? Yes x No
if yes, explain
3. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or
culvert require any excavation below the MHW
or NWL? Yes x No
If yes,
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Depth of area to be excavated
(4) Amount of material to be excavated in
cubic yards
b. Will the placement of the proposed bridge or
culvert require any excavation within:
_Coastal Wetlands SAVs x Other
Wetlands If yes,
(1) Length of area to be excavated 120' for
road base preparation. root mat removal
(2) Width of area to be excavated f0'
(3) Amount of material to be excavated in
c4bic:vards --200

the placement of the proposed bridge or
cuh ert require,anj% highgre?:nd excavation?
Yes x No
Length of proposed culverts 56' V If yes, r'
. ; (1) Length of area to be excavated
' ` ` (2)
Width of proposed culverts 24' Width of area to be excavated
r- (3) Amount of material to be excavated in
Height of the top of the proposed culvert above r cubic yards

9.
h.
the 1\4HW or NIVL 20" above around surface
L Will the proposed culvert affect existing water
flows Yes X No
if t. es, explain
d. If the placement of the bridge or culvert involves
anv excavation, please complete the following:
(1) Location of the spoil disposal area
Upland common area
(2) Dimensions of spoil disposal area
120'x 120'
Revised 03/95
(3) Do you claim title to the disposal area?
x Yes No
If no, attach a letter granting permission
from the owner.
Form DCM-NIP-5
(4) Will the disposal area be available for
future maintenance? x Yes No
(5) Does the disposal area include any coastal
wetlands (marsh), SAVs, or other
wetlands? Yes x No
If Yes, give dimensions if different from (2)
above.
(6) Does the disposal area include any area
below the- MHW or NWL?
Yes x No
e. Will the placement of the proposed bridge or
culvert result in any fill (other than excavated
material described in Item d. above) to be placed
below MHW or NWL? Yes x No
If Yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
f. Will the placement of the proposed bridge or
culvert result in any fill (other than excavated
material described in Item d. above) to be placed
within:
Coastal Wetlands_SAVs x Other Wetlands
If Yes,
(1) Length of area to be filled
120'
(2) (2) Width of area to be filled
50'
(3) Purpose of fill
road crossing to access upland
a. Will the proposed project involve any mitigation?
Yes x No
If yes, explain in detail
b. Will the proposed project require the relocation
of any existing utility lines? Yes x No
If Yes, explain in detail
c. Will the proposed project require the
construction of any temporary detour structures?
Yes x No
d. Will the proposed project require any work
channels? Yes x No
e. How will excavated or fill material be
kept on site and erosion controlled?
Temporarv silt fencing at edges of
excavation and fill areas until stabilized with
veeetatron.
£ What type of construction equipment will be
used (for example, dragline, backhoe or hydraulic
dredge)? Backhoe. dozer. dump truck.
g. 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.
Construction equipment will only cross at the
permitted access road crossing
h. NV%rll the placement of the proposed bridge or
g. Will the placement of the proposed bridge or culvert require any shoreline stabilization?
culvert result in any fill (other than excavated Yes No
material material described in Item d. above) to be if_. '-'',Yes, explain in detail
placed on highground? Yes x No
If yes;
(1) Length of area to be filled
(2) Width of area to be filled Applicant-or Project Name
(3) Purpose of fill 4. GENERAL rgnatur_e
Date
v'
Revised 03195 r
Form DC1Z-hfP-2
7E?CAVATdON
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 belowthepurpose ofproposed excavation
or fill activities. All values to be given in feet.
Average Final
Existing Project
Len_ath Width Depth Depth
Access channel
OMEW) or
ONNNIL)
Canal 1 14
Boat I I ?/
Boat
Ramp

Rock-
Groin
Rock
Break ater
Other (Excluding
shoreline
stabiliz- ;1^2
Revised 5?
rc)o,oL ! .
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards none
b. Type of material to be excavated N/A
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? X Yes j? No
d. Highground t__ i 1 c c 1;W I I? ?
APR 3 0 2004
2. DISPOSAb MIT
MATERIAL
a. Location of disposal area
upland common area
b. Dimensions of disposal area
120'x 120'
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting percussion from
the owner.
d. Will a disposal area be available for future
maintenance? X Yes No
If yes, where?
Form DCA1-AI P-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 N/A
Bulkhead Riprapl
b.
c. Average distance waterward of MHW 4r NWL
d. Maximum distance water%vard of NPW or
NR'L NP
e. Shoreline erosion during preceding 12
f. Type of bulkhead or riprap
g. Amount of fill in cubic yards to
below water level
(1) Riprap
(2) Bulkhead
h. Type of fill
If yes,
(1) Amount of material to be placed in the
water none
(2) Dimensions of fill area
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
X Yes -No( *qwtfL
If Yes,
(1) Dimensions of fill area
120'x0'
(2) Purpose of fill
road crossing to access upland
5. GENERAL
a. How will excavated or fill material be kept on
site and erosion controlled?
Temporarv silt fencing at edges of excavation and
fill areas until stabilized with vegetation.
b. What type of construction equipment will be
used (for example, dragline, backhoe, or hydraulic
dredge)?
Backhoe. dozer. dump truck
c. Will wetlands be crossed in transporting
placed equipment to project site? Yes No
If yes, explain steps that will be taken to lessen
environmental impacts.
Construction equipment will onlv cross
i. Source of fill material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
Revised 03/95
Its K7ff w, 14& y Ss'
Ap lica t or Project Name
Cc - 4,?.flp fs-c?If ?.?Jz
Signature
Date
D
APR 3 0 2004
DIVISION OF N-T
COASTAL

??3M
. Form DC'i-N1 LP-3
U?LANID
DL-.1 V
l t ..`L
(Construction and/or land disturbing activities)
yTzZ' tnis form to joint application for C.4i\,LA
Major Permit, For DCM-1\2-1. Be sure to
complete all other secdons of the Toil-tt Application
that relate to this proposed project.
a. T-Ype and timber Ot UU-U lr, ffacL-Thizs. -an'
or structures proposed None
b. Number of lots or parcels Four lots olus
common area
c. Density (--ive the number of residential units
and the units per acre) Four potential units by
future lot onners ecuaii 0 106 units n°r acre
h. Projects that require a CA -NLk ?Major
Development Permit may also require a StomtR-atr,
Cerdficadoa. Has a site development plan been
submitted to the Division of E nvironmrntal
MaW^.a??CWent" reyte v.
Yes x No
)f N7es, date submitted
L Descrtbe proposed method of sewa--e disposal
On site waste treatment systems on each lot
j. Have the facilities descnbed in Item L above
received state or local approval? Co. Health Dent.
nps insawted sites. oermits pending.
(attach appropriate documentation)
L Describe location and tzpe of proposed
discharges to waters of the state, (for example,
d. SL'7-1 of area to be = ' a E-Eed w.-bea : -
°t T C ?.? ?. ?... ninon, santt ^-c wastewater.
,
C!unmtT roads be
m , ditches, , c. - industrial/commercial effluent `wash down" and
1J'D---aGGg5E 0• 55-0-t-,,,L3 . residential dischar-es). No discharges pro-posed-
e. if the proposed project y,U disturb more than
one ,zre of land, the Division of Land Resources
must receive as erosion and sedimentation control
plan at least 30 days before land disturbing activi-LIV,
bens. If applicable, has a s°.,dimentatioa and
erosion control plan been sub=-U--d to the Division
of Land Resources? Yes x 1`' o
L* yes. date submitted
f List the materials (such as marl- paver stone;
as-ohait, or concrete ) to be us°d for paved sup-fa: °s
Mar1 s•,z-face for ac: ess r:,au
C.ye rue p-entag° Ot t :e --- "t t 1+hin ; ? Ieet
of NE-M or '--VVL - or i°v°rt to the case
of an Outstan ink Rc,o !ice «"at°r, to be covered
by impervious andJor b,iilt-upon surfaces. such as
^al'==L, builain_s, roonops, or to be use-1 for
vcMarlar driveways o.-paridng. < I°
Revs;-
-d 03'95
L Descnbe proposed drinl,-ing water supply source
(e.or. we'!L community, public s? stem etc.)
individual residential tyeiis
M- c,, t_°r be i=ounded? Yes x No
u ves, how man-v acres?
n. If the project is an oceanfront development,
when was the rot(s) plaited and recorded?
applicant or P olect Name /
a. nature
I- ??? .TCI i A 11 ?\. 1 1? A 1 1 1 1
APR 3 4 V11
DIVISJON OF
S"SAL lv'iANAGE?J!ENT
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LUTHER AND KATHERINE ROGERS. .
RIVER ROAD, NEW HANOVER COUNTY
CAPE FEAR RIVER
4114104
SUPPLEMENTAL SHEET 3
Map Source: SOII SU7Ve}' of New ;;allover County , 1977.
NIv ..
0 5'0D 1OOD 2000
SC lLE *I" = 10.00'
land IFFanagemenf Group; Inc.
Jtirii npto:l. N IC CAMiA hr?jor ?ppli?a ion
Environmental Consul:?n:a
P.0. 5 -- 2522
ooiio Luther T. ::?lo_n-,
Cane ear i?=mar
Li
---------------------------
C''rt?LEMARcNELL
Y ' \ ----------? --
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Land f anagement Group, Inc. ,oplicant: Luther T. Rogers
Environmental Consuitants VICINITY MAP Location: Vviimingion, NO
P.O. Box 2522 Cape Fear River
Wilmington, NC 28402 Proiect Name: Rogers Tract
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Environmental Consultants SOIL MAP Location: Imimingion, NC
P.O. Box 2522 Cape Fear River
Wilmington, NC 23402 Proiect Name: Rogers Tract
910-452-0001
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NEW HANOVER COUNTY, NC
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