20011142 Ver 1_COMPLETE FILE_20010727

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William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
August 28, 2001
Currituck County
DWQ Project # 011142
APPROVAL of 401 Water Quality Certification
Larrymore Organization, Inc.
C/o Bissell Professional Group
Post Office Box 1068
Kitty Hawk, NC 27949
Dear Sirs:
You have our approval, in accordance with the attached conditions, to place fill material in 1130 square feet of waters for the
purpose of constructing a boat ramp at the end of Brumsey Road, as you described in your application dated July 28, 2001. After
reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3274. In
addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited
to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. Also this
approval will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the General
Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project, you
must notify us and send us a new application. If the property is sold, the new owner must be given a copy of this 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. This approval shall expire when the corresponding
Nationwide Permit expires or as otherwise provided in the General Certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within
60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 1508 of
the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This
certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please telephone Bob Zarzecki at 919-733-9726 or Tom Steffens at our Washington Regional Office at 252-346-6481.
Sincerely,

Attachment
cc: Corps of Engineers Washington Field Office
Washington DWQ Regional Office
File Copy
Central Files
Doug Huggett; DCM
Wetlands/401 Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Ph: [phone] Fax: [phone]
OW
AM
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if?r
Customer Service
1 800 623-7748
DWQ Project No.: County: _
ADDlicant:
Project Name:
Date of Issuance of 401 Water Quality Certification:
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 40IMetlands 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
I, , 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
i, , 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:
If this project was designed by a Certified Professional
I, , as a duly registered Professional (i.e., Engineer, Landscape
Architect, Surveyor, ect.) 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 Registration No. Date

r( -I-t- LS , 2001
County
DWQProject # 0
l-IL2-
APPROVAL of 401 Water Quality ertifcation
D?f?
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X_5sse
16
Kaj-Jf o_
Dear ?? ?? Se,? /?YJ
You have our approval, in accordance with the attached conditio s, to place fill material in
aeFea-of We4 waters for the purpose of , as you
` described in your application dated 2- , 2001. After reviewing your applicafon, we
S have decided that this fill is covered by ene I Water Quality Certification Number
Permit Number w s of
U E-i?? In addition, you should get any other federal, state or local permits before you go
ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater,
Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the
accompanying 404 or CAMA permit expires unless otherwise specified in the General
Certification.
This approval is only valid for the purpose and design that you described in your application. If you
change your project, you must notify us and send us a new application. If the property is sold, the new
owner must In, given a copy of this 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. This approval shall expire when
the corresponding Nationwide Permit expires or as otherwise provided in the General Certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a
written petition which conforms to Chapter 1506 of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water 4cWIf o u have any questions, please telephone at 919-733-1786 or
at our a5 Regional Office t
Sincerely,
Kerr T. Stevens
Attachment
cc:
A NOW
R
RUDEA
-Central Files. , ;I Michael F. Easley
ors
orp?s of En ineers 11cs Field Office
Ctshi Z0 DWQ Fidgional Office
File Copy
Governor
William G. Ross, Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650
Wetlands/401 Unit: [phone]
Fax: [phone]
AIL
North Carolina
Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Donna D. Moffitt, Director
July 24, 2001
ern
NCDENR
- ?I
2 2001
MEMORANDUM:
John R. Domey, Environmental BiaQ &AWe1 r'visor
Division of Water Quality
Doug Huggett
Major Permits Processing Coordinator 011142
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Larrymore Organization, Inc.
Project Location: Southern end of Brumsey Road (SR 1222) in Currituck County adjacent to
the North Landing River
Proposed Project: Construct a 12' wide x 100' long concrete boat ramp which would extend 79'
beyond NWL.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by August 14, 2001. If you have any questions regarding the proposed project, please
contact M. Edward Harrell at [phone]. When appropriate, in-depth comments with
supporting data is requested.
REPLY: /\,, This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the project only if the recommended changes are
incorporated. See attached.
This office objects to the project for reasons described in the attached
_ V111111V11 {.Js
SIGNED DATE $ LzS , , ?!l Elizabeth City District \ 1367 U.S. 17 South, Elizabeth City, North Carolina 27909
Phone: [phone] \ FAX: [phone] \ Internet: http://dcm2.enr.state.nc,us
....+.- 1.1 - - - - R.I f- \ ?rr!TnI I.__- ?/.T .1 -1TY /1- elf TT_l1rtT T.T I I/ M T/1 nT ---TT-I__
MEMORANDUM
TO: John Dorney Regional Contact: Tom Steffens
Non-Discharge Branch WQ Supervisor: alter Thorne
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Larrymore Organization County Currituck
Project Number Al 1142 County2
Recvd From DCM Region Washington
Received Date 7/27/01 Recvd By Region
Project Type boat ramp
Certificates Stream .
Permit Wetland Wetland' Wetland Stream- Class Acres Feet
Type Type Impact` Score Index Prim. Supp. Basin Req. Req.
CAM,1 ?'?'aters 7T _p N 130-1 2 SC X0,154. F- ?-
Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y O N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y O N
Is Mitigation required? 0 Y 0 N Recommendation: 0 Issue 0 Issue/Cond O Deny
Provided by Region: Latitude (ddmmss)
Longitude (ddmmss)
Comments:
ISSUE w/o conditions
cc: Regional Office
Central Office Page Number 1
c?(
DCM % DWQ %
Development Type FEE (143001601,435100093 1625 6253) (243001602 435100095 2341
l Private, non-commercial
development that does not involve S250 100%($250) 0% (SO)
the filling or excavation of any
wetlands or open water areas:
if. Public or commercial development
that does not involve the filling or $400 100%(S400) 0%($0)
excavation of any wetlands or open
water areas:
111. For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine if A. B, C. or D
below applies:
III(A). For Private, non-commercial
development, If General water Quality S250 100%($250) 0%($0)
Certification No-3301 (see attached)
can be applied:
111(6): For public or commercial
development, if General water Quality $400 100%(S400) 0% (SO)
Certification No.3301 (see attached)
can be applied:
III(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and
$400
60% (S240)
40% (S160)
written DWQ concurrence is needed
because of concerns related to water
quality or aquatic life:
I(D). If General Water Quality

Certification No. 3301 (see attached)

5400
60%(S240)
40%(5160)
n not be applied: 00 C S.
I r
LF ® ?? L
L
IV. For development that involves
the filling and/or excavation of more $475 60%(S285) 40% (5190)
than one acre of wetlands and/or
open water areas:
0
i
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Larrymore Organization, Inc. Major Modification #1-01
2. LOCATION OF PROJECT SITE: South of southern end of Brumsey Road, off Tulls Creek Road (SR
1222), Currituck County, adjacent to the North Landing River
Photo Index - 2000: 195-2351 G-22 1995: 194-2053 H-8 1989: 132-31 J-13 1984: 128-667 M-15
State Plane Coordinates - X: 2875800 Y: 1000000
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 06/05/01
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - July 5, 2001
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Currituck County
Land Classification From LUP - Conservation, Transitional
(B) AEC(s) Involved: EW, PT, ES
(C) Water Dependent: Yes
(D) Intended Use: Community
(E) Wastewater Treatment: Existing - None
Planned -None
(F) Type of Structures: Existing -
Planned
(G) Estimated Annual Rate of Erosion:
Source - N/A
7. HABITAT DESCRIPTION:
011142
- 12' by 100' long concrete boat ramp
N/A
[AREA]
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands
(C) Estuarine/Public Trust
Shallow water habitat 11 111, 130 sq. ft.
(D) Total Area Disturbed: 1130 sq. ft. (.03 acre)
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: N/A
8. PROJECT SUMMARY: The applicant proposes to constrict a 12' wide x 100' long concrete boat
ramp which would extend 79' beyond NWL of North Landing River.
Larrymore Organization, Inc. MM #1-01
Field Investigation Report
Page Two
Project Setting
Larrymore Organization, Incorporated owns a 144-acre parcel of land located on the east side
of Tulls Creek Road in the Currituck Community, Currituck County, adjacent to the North Landing
River. Twenty acres of the tract has been delineated by representatives of the Corps of Engineers as
"404" jurisdictional wetlands. As authorized by CAMA Major Permit #1-01, which was issued on
January 3, 2001, the owners are installing the infrastructure for a single-family subdivision within the
120-acre higbground area. Development which has been authorized includes the construction of two
miles of streets, a clubhouse, tennis court, soundfront park, and over 1300 linear feet of elevated
walkway. The Major Permit also authorized the placement of stone riprap along 1,150 linear feet of
shoreline and the construction of a 6' x 200' long community pier with 6 mooring slips at the southern
end of the riprapped shoreline. As of this date the construction of the streets and drainage facilities is
ongoing and the 6' by 12' tall bank has been cleared of vegetation prior to the placement of stone
riprap.
To access the project site turn east off Tulls Creek Road (SR 1222) into the Riversedge
Subdivision entrance. After traveling 1,000 feet turn right and follow the winding road a distance of
4/10 mile. The project site lies approximately 600 feet to the east.
Development on the neighboring 180' wide lot to the north includes a single-family dwelling
located 75' landward of a shoreline protected by a wooden bulkhead. The abutting property to the
south is a 200' wide area of "404" jurisdictional wetlands with a natural, unprotected shoreline.
The waters of North Landing River in the vicinity of the project are classified as SC by the NC
Division of Environmental Management. These waters are classified as Joint Fishing Waters by the
NC Marine Fisheries Commission and NC Wildlife Resources Commission and as Estuarine Waters
and Public Trust Waters by the NC Coastal Resources Commission. Water depths in the project area
(out to 80' in the river) measure .5' - 2.5" below NWL. The presence of submerged aquatic
vegetation was not noted in the vicinity of the project. Review of available information suggest that
there are no known archeological sites or geological formations associated with the applicant's
property.
Project Description
The applicant is requesting authorization to construct a 12' wide by 100' long concrete boat
ramp to be located 25' north of and parallel to the 200' long pier authorized by CAMA Major Permit
#1-01. The applicant is proposing to install sheet piling along 3 sides of the ramp to contain fill
material and to prevent the intrusion of water. At completion of construction the sheet piling at the
waterward end would be replaced with a 3' wide section of riprap to prevent scouring by wave action.
Sheet piling would remain along the north and south sides to provide support. From the midpoint of
the ramp to its waterward end the. sheet piling would be cut flush with the 7% slope of the ramp
surface. In order to stabilize the landward portion of the ramp riprap with a 6' x 28' triangular base
would be installed along each side from ramp midpoint back to the ramp entrance. The sides of the
ramp would include a guardrail system for safety and treated wooden pilings along the outside to
provide additional support for the sheet pilings.
Larrymore Organization, Inc. MM #1-01
Field Investigation Report
Page Three
Anticipated Impacts
Placement of the concrete boat ramp and associated sheet pilings and riprap would eliminate
1130 square feet of Estuarine Waters/Shallow Water Habitat.
The placement of material below normal water level would eliminate 104 cubic yards of
Estuarine/Public Trust Waters.
The construction of a ramp extending 80 feet waterward of NWL would create a barrier which
could possibly impede water flow, sediment transfer, or movement of marine life, particularly
during times when water level drops below the normal waterline.
Short-term localized turbidity will occur during installation/removal of sheet pilings.
Submitted by: M. Edward Harrell
Date: July 20, 2001
TkeGoastal-<Wx
June 21, 2001
Mr. Ed Harrell
NC Division of Coastal Management
1367 US 17 South
Elizabeth City, NC 27909
Proiect Narrative
CAMA Major Development Modification
Larrymore Organization Permit No. 1-01
The following narrative describes the additional development proposed to the existing Coastal Resources
Commission Permit No. 1-01, Major Development in an Area of Environmental Concern. The subsequent
developmental items have been approved under the above referenced permit;
1) Construction of a gazebo within the soundfront park
2) Construction of elevated boardwalks within the Section 404 wetlands
3) Construction of 1,150 11 of shoreline stabilization
4) The construction of a community docking facility
The proposed modification to the existing permit consists of the construction of a 12' wide by 100' long
concrete boat ramp to be located adjacent to the approved community docking facilities. On-site fill
material will be utilized during the construction process to provide an adequate grade for the installation
of the ramp. The grade will vary from and elevation of 6' ms] at the top of the ramp to -1.5' msl at the
ramp base, (-7% grade). A 6" gravel bed will be placed upon the compacted fill material to provide
structural support for the proposed ramp section. An additional 5" of 3000 psi cast-in-place concrete with
steel reinforcing will be provided on top of the gravel sub-base to accommodate the vehicular traffic. The
following details the projected amounts of construction material to be utilized during the course of
construction;
On-site fill material (compacted subgrade)- 104 c.y.
Clean washed gravel (for subbase) - 22 c.y.
3,000 psi Concrete (boat ramp surface) - 19 c.y.
Rip-Rap Stabilization (total)- 18 c.y.
A sheet piling system will be installed along (3) sides of the ramp to contain the proposed fill material
while deterring water intrusion from the adjacent surface waters of the North Landing River. The sheet
piling located at the end of the ramp will be removed at the completion of construction while the (2) side
sheet piles will remain in place to provide structural support for the ramp, (the sheet piling from the
midpoint of the ramp, to the water ward end of the ramp, will be cut flush with the sloped surface of the
boat ramp). Rip-rap stabilization will be installed along the sides of the ramp, from the midpoint
extending back towards the ramp entrance, and at the base of the ramp to prevent scouring from any wave
action that may occur. Treated wooden piles will be set along the sides of the ramp to provide additional
support for the sheet piles in conjunction with providing a guardrail system from preventing any vehicular
mishaps.
4417 N. Croatan Hwy. ¦ P.O. Box 1068 ¦ Kitty Hawk, NC 27949
252-261-3266 ¦ Fax: [phone] ¦ E-mail: [e-mail]
The ramp is proposed to be located approximately 1,150 ft. from the northern property line, (Mildred
Jackson property), and 252 ft. from the southern property line, (William Brumsey III property).
It is proposed that this development will be the only facility that will service the 128 residence of the
Riversedge Subdivision community. This will offset the need for future lot owners to propose similar
development for their own individual needs thus reducing the disturbance within the Area of
Environmental concern.
Attached are the proposed construction details associated with this development along with the survey
information attained for overall design purposes. We have contacted several of the reviewing agencies,
Marine Fisheries, Wildlife Resources, and the Army Corps of Engineers, in reference to the proposed
development. At this time, we have not received any comments, and can delay no further in submitting
this information for CAMA Major Developmental review.
If you require additional information or if we may be of assistance and any way please do not hesitate to
contact our office so that we can aid in expediting this review. We thank you for your time and
consideration on this matter.
Sincerely,
David M. Ryan
Project Manager
Form DCM-MP-1
APPLICATION,
(To be completed by all applicants)
b. City, town, community or landmark
LfZ?FlWF?a?t7 TOyJ+NSl4t'p
1. APPLICANT
a. Landowner:
Name L ARP- vUMaA.G oRGAN)?ZATnav\ ?viC.
C- D 1SSEti`?f?O?Es6?oN?F G
Address R 0. -E3cx 1068
City J:- im f 4 wK State V, ^
Zip 2794a • Day Phone (zsz) 2(01-346"
Fax 1- (TkO
c. ' Street address or secondary road number
k' D C 59 ti z.-ZZ
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
Gou.rtT ?( .a ? K ? 5.'17 ? GT1m N
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) 1,4. LArA"D\N v- R\vE Y2
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
b. Authorized Agent:
Name ?3\ss??? ?Rm+r EsstoN A?- C? riou t?
Address 7 o• '50>c ? o 6 b
City K \ Try HAW k-e, State tN L
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
GohsTvR,,jC-T A- t-,i W lD6 _--V-_1_oet Lo V1&
lar SSOGt al T t?1 E T=tL - M A TE *u AL-.
Zip 2-7 9yg Day Phone iZS) z??-3z`L
Fax (2.5 Z) z, t. t- 1`1 ", m
c. Project name (if any) ?\JSRS F D? -F-
S?$?\V tSlm N
N M Perm& will be issared in now of la ndo%mr(s), ardlor
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Cu aZk • T' Q G K
b. is the proposed activity maintenance of an existing
project, new work, or both? N ?- W W o A. ?<-
c. Will the project be for public, private or commercial
use? ?9.\J A T- C--
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. c o\A -&M Av cT- A Vz t WOE By
\00' L.ov\Cr- CoYICRETa a4?T 1'AM-?
„? P4Ro?.. \-i, ? o C.l?. ? P ' ? tL.t.. Ma'C'?R??lL
O -rµ\s (ZAmp• FILL titATMAL Av1j>
[,o yt G'? E.T ?. W `t,. L (? ?,., CEO ?l TV41 N `e.
A ?' ?c ??q Il tl vV'f 5 H E E 'C- 1' t L E
$ y S-t-? n+?.
Revised 43/95
Form DCM-MP-1.
m. Describe existing wastewater treatment facilities.
4. LAND AND WATER MIA
CHARACTERISTICS
a. Size of entire tract t/43-55Ac' n. Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
b. Size of individual lot(s) wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) Ajl&! t
c. Approximate elevation of tract above MHW or NWL
&-F=:'r
d. Soil type(s) and texture(s) of tract o. Describe existing drinking water supply source.
SiIAT!~ SAmbU 1OAM5 Pvsua VJAT6z. 5g57 Eft
e. Vegetation on tract/
f. Man-made features now on tract ?X ?? N
t>i>ZT /°rMEsq, >`?t>. W/ T=AIZXA 0,MC,4es 5. ADDITIONAL INFORMATION
TZ.tArbs VA166.. (f,9V9QV C,?Zo N
g. What is the CAMA Land Use Plan land classification In addition to the completed application form, the followin
of the Site? (consult the local land use plan.) items must be submitted: g
2L Conservation X Transitional
_ Developed Community
Rural Other
h. How is the tract zoned by local government?
2ESQDENTiAL
i. Is the proposed project consistent with the applicable
zoning? _ cY Yes No
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes ) No
If yes, by whom?
A copy of the deed (with state application only) or other
instrument under which the applicant claims title to the
affected properties. If the applicant is not claiming to be'
the owner of said property, then forward a copy of the,
deed or other instrument under which the owner claims
title, plus written permission from the owner to carry
out the project.
• An accurate, dated work plat (including plan view and
cross-sectionaI drawings) drawn to scale in black ink on
an 8 1/2" by 11" white paper. (Refer to Coastal
Resources Commission Rule 7J.0203 for a detailed
description.)
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
Are there wetlands on the site? x Yes -No
Coastal (marsh) .- Other k
If yes, has a delineation been conducted? x
(Anach documentation, if available)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of Engineers
regarding that agency's use of larger drawings.) A site
or location map is a part of plat requirements and it must
be sufficiently detailed to guide agency personnel
unfamiliar with the area to the
site. Include highway or secondary road (SR) numbers,
Revised 03/95
Form DCM-MP-1
landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners have
received a copy of the application and plats by
certified mail. Such landowners must be advised that
they have 30 days in which to submit comments on the
proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name %ki-uAM Bv-uM CY
Address P0- E30x *!X, COIzW uC?--, "r, 27ci-,N
Phone [phone]
Name /Wi?DQEp X1. ,)/k
Address W3 Cok?r-A/.Ce Wc04C->,- btZ
Phone 50=NoLir--, JA 2 4`34
(757 x,23 -7Z ?
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.
(SEE A7,4CHF-D Lt-p'
Vtoo.
• A check for made payable to the Department of
Environment, Health, and Natural Resources (DEHNR)
to cover the costs of processing the application.
• A signed AEC hazard notice for projects in oceanfront
and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - I to 10)
If the project involves the expenditure of public funds or
use of public lands, attach a statement documenting
compliance with the North Carolina Environmental
Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in the
application. The project will be subject to conditions and
restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact, grant
permission to representatives of state and federal review
agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
7-0% 1
This is the -1 day of lo_
Print Name (1 V C -ru g ?- K
Signature l?l ??-e 2Q
Landowner or Authorized Anent
Please indicate attachments pertaining to your proposed
project.
? DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the space
. provided at the bottom of each form,
Revised 03/95
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Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Final
Eidsting Project
I Anoth Width Denth Depth
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)

loo 12 t?ivyOr @-rvnot=
Pt'.aitiD pzut?D
TZAMP RAMP
pct. :.••..',:; ?
?$'f??•d?FJ'4 ;H;c•

1. EXCAVATION 0-5%A)
a. Amount of material to be excavated from below
MHW or NWL in cubic yards M/A
b. Type of material to be excavated - "ZA
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes No
d. Highground excavation in cubic yards A,/A
2. DISPOSAL OF EXCAVATED
MATERIAL l-?/A)
a. Location of disposal area N./A
b. Dimensions of disposal area N/A
c. Do you claim title to disposal area?
Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes No
If yes, where?
Revised 03/95
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
f. Does the disposal include any area in the water?
Yes No
3. SHORELINE STABILIZATION M/A
a. Type of shoreline stabilization
Bulkhead Riprap
b. Length
c. Average distance waterward of MHW or NWL
tiZA
d. Maximum distance waterward of MHW or NWL
NI
e. Shoreline erosion during preceding 12 months
(source of informadon)
f. Type of bulkhead or riprap material AJ A
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material N/A
i. Source of fill material N A
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
If Yes,
(1) Amount of material to be placed in the
water *4 c.Y.
(2) Dimensions of fill area 12"'-c 40_'
(3) Purpose of fill P2>-1'DG 13 1=
SUP{'©tzf mn2 QoA-7 IEAMP
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? MA4TEMIAL WILL $9
srAe i L i 50 Oil *t:67 G-roAj c
b. What type of construction equipment will be used
(for example, dragiine, backhoe, or hydraulic
dredge)?
6act--+i0a '?P;CA1.LY
c. Will wetlands be crassed in transporting equipment
to project site? Yes ?4._ No
If yes, explain steps that will be taken to lessen
environmental impacts.
R,1v1VZ!Eoi=L &F- SUBbiViS;0N
Applicant or Project Name
Signature
5-1('dl
Date
Revised 03/95
Form DCM-MP4
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 iCommunity _ Private
(2) Number
(3) Length
(4) Width
(5) Finger Piers Yes No
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) Yes No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed
(8) Proximity of structure to adjacent riparian
property lines
(9) Width of water body
(10) Water depth at waterward end of pier at
MLW or NWL
b. Boathouse (including covered lifts)
(1) Commercial Private
(2) Length
(3) Width
C.
d.
Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)
Breakwater (e.g. wood, sheetpile, etc.)
(1) Length
(2) Average distance from MHW,
wetlands
(3) Maximum distance beyond MHW,
wetlands
NWL or
NWL or
e. Mooring buoys
(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
Mooring structure (boatlift, mooring pilings, etc.)
(1) Commercial -Community _ Private
(2) Number
(3) Length
(4) Width
g. Other (Give complete description)
Gomwzere F,3o.4r RAMP
W/ ComareWriosi t>VTAti.S
L.AzYMO2>r
idE125ED[ ?yf3p??/isioN, 01?4u?Z?ktio?l
licant or
BP(? ENG.
Signature
-2l-01
Date
Revised 03195
APPROXIMATE
TOP OF BANK
NORMAL WATER LEVEL
EXISTING WATER LEVEL
APPROXIMATE
EXISTING GRADE
CONCRETE BOAT RAMP SURVEY DAT_A_
SCALE: HORIZONTAL I" = 50' --- _-+----__-`-- -__---_'_--- PROFILE VIEW
VERTICAL I" = 5'
THE FOLLOWING INFORMATION WAS TAKEN
ON 5-10-01 AT 2:30PM W/ A
10 KNOT NNE WIND
CLASS 1 RIP-RAP
(16 C.Y.±)
(TO BE LOCATED IN
FLARED END SECTION)
STA 0+00 STA 0+25 STA 0+50 STA 0+75 STA 1+00
EG ELEV. 6.0' MSL EG ELEV. 0.40' MSL EG ELEV. 0.00' MSL EG ELEV. -0.50' MSL EG ELEV. -1.00' MSL
3,000 PSI
CAST IN PLACE $57 WASHED STONE
CONCRETE SUBGRADE (23 CY.t) CLASS 1 RIP-RAP
(19 C.Y.t) NORMAL WATER LEVEL. (2 C.Y.t)
ELEV. 1.5' MSL t HIS SECTION TO
BE SCARIFIED TO
- - ACCOMMODATE RIP-RAP
CLEAN SELECT "
FILL (104 C.Y.t)
CONCRETE BOAT RAMP
SCALE: 1" = 20'
PROFILE VIEW
DRAWN BY: DMR PROJECT SHT. NO.
DATE: REVD 6-12-01 iyersEcCge
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APPROVED
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PROPOSED DEVELOPMENT PLAN antl En.,,a?menlal SP«?mbts

MILDRED JACKSON
PROPERTY
1,150'±
I NCH
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PROPOSED 100 L.F.
CONCRETE RAMP
END REVETMENT SECTION
@ SECTION (SEE DETAIL ON
PROPOSED SHEET PILING SHEET 1)
FOR BOAT RAMP (SHORELINE
STABILIZATION APPROVED PROPOSED 2 C.Y.
UNDER CAMA PERMIT# 1-01) RIP-RAP FILL SECTION N
(SEE DETAIL ON SHEET 1) }
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200' LONG PIER
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CAMA PERMIT # 1-01)
BOARDWALK
(APPROVED UNDER
CAMA PERMIT # 1-01)
AL WATER LEVEL
WILLIIAM BRUMSEY III
PROPERTY
252'±

CONCRETE BOAT RAMP OVERVIEW
SCALE: 1"=50' PLAN VIEW
DRAWN BY: DMR PROJECT SHT. NO.
DATE: REVD 6-12-01 zversEdge

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PROPOSED DEVELOPMENT PLAN Engin Plonnery Surveyors
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PROPOSED RIP-RAP TEMPORARY PHEET PILING
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AT COMPLETION OF
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p 114
I I,I I ?!lil J APPROXIMATE NORMAL WATER LEVEL
I ?
(1 APPROXIMATE :LOW WATER LEVEL
tl I I 'S' 1.7' 1.8,
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0+00
1+00
2+00
BOAT RAMP PROFILE SECTION
SCALE: HORIZONTAL 1" = 50'
VERTICAL 1" = 5'
THE FOLLOWING INFORMATION WAS OBTAINED
ON 5-10-01 AT 2:30PM W/ A
10 KNOT NNE WIND
THE FOLLOWING INFORMATION WAS ATTAINED ON 5-10-01 FOR THE PURPOSE OF DESIGN
OF THE BOAT RAMP FACILITIES WITHIN THE RIVERSEDGE SUBDIVISION. SOUNDINGS WERE
TAKEN AT 50' INCREMENTS FROM THE EXISTING TOP OF BANK, THE VARIOUS DEPTHS AT
THESE INCREMENTS ARE INDICATED ABOVE. BASED ON THE LACK OF RAINFALL THE PAST
SEVERAL MONTHS IN CONJUNCTION WITH A STEADY NNE WIND OVER THE COURSE OF THE
PAST WEEK, IT CAN BE ASSUMED THAT THE OBSERVED WATER LEVEL IS AT LEAST 1 FOOT
BELOW NORMAL CONDITIONS. IT CAN BE CALCULATED THAT THE WATER DEPTH AT THE
END OF THE PROPOSED 100' BOAT RAMP IS EXPECTED TO BE 2.5 FT. UNDER NORMAL
WEATHER CONDITIONS. THE GRADE OF THE BOAT RAMP HAS BEEN UPDATED TO REFLECT
THE LATEST OBSERVED WEATHER CONDITIONS.
DRAWN BY: DMR PROJECT SHT.NO.
DATE: REVD 6-12-01

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APPROVED BY: N/A
PROPOSED DEVELOPMENT PLAN one End,cn enrol s0?ciolff t3
07/18/2001 17:02 2522611760 BPG INC PAGE 02
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SHORELINE STABILIZATION
TO TRANSITION INTO PROPOSED
CLASS I RIP-RAP RIP-RAP STABILZATION FOR
STABILIZATION BOAT RAMP SECTION
TOP OF BANK 49??l
PROPoSEO 12'11 Op' S/8" OIA. GALV. CONCRETE BOAT RAMP THRU -BOLTS ANO-\
SLOPED O 7.0E S. LAYER OF 3000 WASHERS TYPICAL Q
PSI CONCRETE

• •
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• SPACED O 5'-0. O.C.
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PROMOTE DRAINAGE

PROPOSED SHOREGUARD
300 SERIES SHEET PILES

BOA T RAMP TRANSITIO N SECTION
SCALE: NONE
DRAWN BY: DMR
DATE: REV1D 6-12-01
DWG. NO.: 3639CAMA2
APPROVED BY: N/A
FRONT VIEW
1 1/2' WEEP HOLE DRILLED THROUGH
THE E%ISTING SHEET PILES O 2' O.C.
THE ENTIRE LENGTH OF THE WALL
PROJECT SHT. NO.
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PROPOSED DEVELOPMENT PLAN
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THRU-80 LTS AND
WASHERS TYPICAL
BOAT RAMP SECTION C
SCALE: NONE FRONT VIEW
DRAWN BY: DMR
DATE: REVD 6-12-01
DWG. NO.: 3639CAMA2
APPROVED BY: N/A
PROJECT I ISHT. NO.
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