20041373 Ver 1_COMPLETE FILE_20040820

Oti -t t> -7 3
' DEPARTMENT OF THE ARMY
° WILMINGTON DISTRICT, CORPS OF ENGINEERS
\ PO BOX 1890
WILMINGTON NC 28402-1890
January 14, 2005
Regulatory Division
Action ID No. 200401130 and State Permit No. 162-04
John Kerr and Steve Stephano
108 Grady Court
Morehead City, North Carolina 28557
Dear Messrs Kerr and Stephano: REY
JAN 2 4 2005
DENR - WATER Q1: ? I ITY?
IPdETLANDS AND STURM9--" EFt BRANCH
?S'VpTES OFq,Tj: _
ve
m `? r
50'
(+O,yxo?rsew w?a O?
•"+EIVIORA'S?
Reference your application for a Department of the Army permit to excavate a portion of a
branch of Spooner's Creek into the adjacent high ground to create a boat basin and dockage for
four boats, located off Highway 24 and west of the intersection of Highway 70, Carteret County,
North Carolina.
Your proposal has been reviewed and found to be consistent with the provisions and
objectives of general permit No. 198000291. Therefore, you may commence construction
activity in strict accordance with applicable State authorization and the approved plan
(enclosed). Failure to comply with the State authorization or conditions of the general permit
could result in civil and/or administrative penalties.
If any change in your work is required because of unforeseen or altered conditions or for any
other reason, plans revised to show the change must be sent promptly to this office and the North
Carolina Division of Coastal Management prior to performing any such change or alteration.
Such action is necessary as revised plans must be reviewed and the authorization modified.
Questions or comments may be addressed to me at the Wilmington Field Office, Regulatory
Division, at [phone].
Sincerely,
Enclosure
Henry Wicker
Regulatory Project Manager
Wilmington Regulatory Field Office
4
Copies Furnished without enclosure:
II r. John Domey
vision of Environmental Management
C. Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Ronald J. Mikulak, Chief
Wetlands Section - Region IV
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. Doug Huggett
Division of Coastal Management
N.C. Department of Environment
and Natural Resources
151-B Highway 24, Hestron Plaza II
Morehead City, North Carolina 28557
-2-
Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Ron Sechler
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. David Rackley
National Marine Fisheries Service
Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Mr. Tere Barrett, District Manager
Morehead City Regional Office
N.C. Division of Coastal Management
151-B Highway 24, Hestron Plaza II
Morehead City, North Carolina 28557
?F WATF9 Michael F. Easley, Governor
Q William G. Ross Jr., Secretary
1 O v North Carolina Department of Environment and Natural Resources
>. Alan W. Klimek, P.E., Director
p Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
Mr. John Kerr and Mr. Steve Stephano
110 Grady Court
Morehead City, NC 28557
September 21, 2004
Q???ae@p
SEP 2 7 2004
SUBJECT:
Dear Messrs. Kerr-'and Stephano:
QUAUTY
Approval of 401 Water Q OENR - WATE
ui?i€?kID13i?R
and Additional Conditions
Dredge channel and upland basin
@ 108/ 110 Grady Court
DWQ Project # 041373
Carteret County
You have our approval, in accordance with the attached conditions (WQC # 3400) to conduct the
following activity adjacent to your property at 108/110 Grady Court in Spooner's Creek Subdivision in
Morehead City, Carteret County. This approval allows you to:
1. Excavate ahigh ground boat basin (130' X 60 to a depth of-4.0' MLW) with an access channel
partially in high ground and partially in Spooner's Creek (108'X 32 to a depth of-4.0' MLW),
disturbing approximately 3456 square feet of shallow bottom habitat. '
This approval is only valid for the purpose and design that you described in your completed CAMA
application received by the Division of Water Quality (DWQ) on August 20, 2004. After reviewing your
application, we have determined that General Water Quality Certification Number 3400 covers this
activity. This Certification can also be found on line at: http://h2o.enr.state.nc.us/ncwetlands/certs.html.
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 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 completed CAMA
Major Permit application received by the Division of Coastal Management on August 17, 2004. 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:
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 Oversight/Express Review Permitting 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] One
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper Nort al V lid
?aturallty
Page Two
Mr. John Kerr and Mr. Steve Stephano
DWQ Project # 04.1373
September 21, 2004
2. No excavation and 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 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.
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 #041373 under Section 401 of the Clean Water
Act. If you have any questions, please telephone Joanne Stiteenhuis or Noelle Lutheran at 910-395-3900.
Y; Sincerely,
Alan W. Klimek, P.E., Director
Division of Water Quality
Attachments: GC # 3400
Certificate of Completion
cc: Corps of Engineers Wilmington Field Office - Henry Wicker
401 Oversite/Express Permitting Unit - Cyndi Karoly
CAMA Morehead - Tere Barrett
CAMA Morehead - Doug Huggett"
WiRO
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 2H .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
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
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:
Engineer's Certification
Partial Final
I, , 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.
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
August 18, 2004 04 1 3 1 3
WETLANDS 1401 GROUP
MEMORANDUM:
AUG 2 0 2004
TO: Mr. John R. Dorney
Environmental Biological Supervisor WATER QUALITY SECTION
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: John Kerr & Steve Stephan
Project Location: Carteret County: Adjacent to the northernmost terminus of the middle branch of
Spooner's Creek on the far north point of the northernmost branch.
Proposed Project: The applicant proposes to excavate a portion of a branch of Spooner's Creek into
their high ground to create a boat basin with dockage for 4 boats.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
September 8, 2004. If you have any questions regarding the proposed project, please contact Tere Barrett at
[phone]. When appropriate, in-depth comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
151-B Hwy. 24, Hestron Plaza II, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal opportunity \ Affirmative Action Employer -50% Recycled 110% Post Consumer Paper

DCM % DWQ %
Development Type FEE (143001601 435100093 1625 6253 (243001602 435100095 2341
1. Private, non-commercial
development that does not involve $250 100%($250) 0% ($0)
the filling or excavation of any
wetlands or open water areas:
Il. Public or commercial development
that does not involve the filling or $400 100%($400) 0%($0)
excavation of any wetlands or open
water areas:
III. For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine if A. B, C, or D
below applies:
III(A). For Private, non-commercial
development, If General water Quality $250 100%($250) 0% (SO)
Certification No.3301 (see attached)
can be applied:
lll(B): For public or commercial
development, if General water Quality $400 100%($400) 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%($240) 40%(S160)
written DWQ concurrence is needed
because of concerns related to water
quality or aquatic life:
lll(D). If General Water Quality
Certification No. 3301 (see attached) 0 60% (5240) 40% (5160)
can not be applied:
IV. For development that involves
the filling and/or excavation of more $475 60%(S285) 40°/a ($190)
than one acre of wetlands and/or
open water areas:

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: John Kerr and Steve Stephano
2. LOCATION OF PROJECT SITE: The project site is located adjacent to the northernmost terminus
of the middle branch of Spooner's Creek on the far north point of the northernmost branch.
Photo Index - 2000: Photo 521, grids 15-H, I and 16-H, I; 1995: Photo 516, grids 13-R, 14-R
State Plane Coordinates - X: 2660050 Y: 363800 Rover #L081615A
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - March 05, 2003; April 14, 2004
Was Applicant Present - Yes; No
5. PROCESSING PROCEDURE: Application Received - cc: 8/17/04
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - MHC
Land Classification From LUP - Developed/Conservation
(B) AEC(s) Involved: EW, PT, ES
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Municipal
Planned -None
(F) Type of Structures: Existing - 2 Residences, Bulkhead, Dock
Planned - Basin, Channel, Docks, Mooring Piles, Boatlifts, Bulkhead
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
DREDGED FILLR,D 9WADF./TNC nRP
(C) Shallow Bottom Habitat 3456 sf
High Ground 8788 sf 3810 sf
Open Water (in basin) 529 sf
(D) Total Area Disturbed: 15, 595 sf
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicants propose to excavate a portion of a branch of Spooner's
Creek into their high ground to create a boat basin with dockage for 4 boats.
John Kerr/Steve Stephan
Page 02
---------------------------
9. Narrative Description:
The project site is a residential development known as Spooner's Creek. This subdivision is
located in Carteret County off of Highway 24 west of the intersection with Highway 70. The
subject property consists of two single-family residential lots, each with an existing residence.
The properties average 1.3 acres together, and are approximately 5' above msl in elevation.
The lots are stabilized with timber bulkheads, as are the adjoining properties to the south.
At the-nrthern terminus of the creek the bulkhead ends as the creek becomes a wetland
ditch. The opposite side of the creek is coastal marsh. The properties are serviced by
municipal sewer services and private wells.
The branch of Spooner's Creek that the subject property abuts is approximately 30-40' in
width, and approximately 600' in length. Soundings in the creek average 0' to -2' nlw.
According to Tides and Currents, Version 2.2 by Nautical Software, the mean tidal range in
the creek is 1.2'. The Morehead City Land Use Plan classifies this area as Developed, with
all AEC's classified as Conservation. Spooner's Creek is not designated as Primary Nursery
Area, nor is it open to the taking of shellfish. The Water Quality Classification is SA.
The applicants propose to excavate a boat basin, stabilize it with a vertical bulkhead, and
connect to the existing creek. Four slips will be created within the new basin, with 3 having
boatlifts. The basin will begin at the existing bulkhead along the shoreline of the two
properties, and extend inland in a semi-triangular configuration. Approximately 3000 cubic
yards of material will be removed from this 8700 sf area to create a basin and the high
ground portion of the channel to a bottom depth of 4' nlw. The channel, 108' x 32' will be
necessary to connect the new basin to the existing 4' water contour of the creek.
Approximately 2/3 of this channel will be within the open water of the creek, disturbing
approximately 3456 sf of shallow bottom habitat. Excavation will occur from high ground
with all spoil removed from the site to an approved spoil area.
Approximately 321' of new bulkhead will be required to stabilize the shoreline created by the
excavation. Fifty-four feet of the existing bulkhead will be reinforced with new pilings and
some board replacement. Approximately 3800 sf of high ground will be disturbed for the
installation of the cables and dead men. Within the basin, there are 2 docks proposed at the
landward end. A 5' x 3' dock and a 3' x 18' dock each will have a 12' x 12' boatlift. To the
east along the bulkhead there is another 12' x 12' boatlift proposed with no dock. Three
additional mooring pilings are proposed to create a 4" mooring space with a width of 18'.
All four spaces are for the use of the individual property owners.
10. Anticipated Impacts:
Excavation of the basin and channel will require the disturbance of 3456 sf of shallow bottom
and 8788 sf of high ground. Appr. 3810 sf of high ground will be disturbed for bulkhead
installation. The docks and lifts will incorporate appr. 529 sf of newly created open water
entirely within the new basin. Turbidity can be expected during excavation and piling
installation, but can be minimized through the use of a turbidity curtain across the creek.
Tere Barrett August 18, 2004 Morehead City
RIM,
JUL 1 9 ?004
Form DChi-NIP-1
APPLICATtON City DCM
(To be completed by all applicants)
1. APPLICANT
b. Ci town, community or landmark
c. Street address or secondary road number
_ LO ? 0
Landowner:
0d. Is proposed work v.•ithin city limits or planning
Name J ?J ?- W jurisdiction? ? Yes No
Address «d e-- COY hl?? e. Name of body of water nearest project (e.g. river,
1) L- . creek, sound, bay) t
City State
Zip al- Day Phon
3. DESCREMON AND PLANNED USE
Fax &AA-"
b. Authorized Agent:
Name l L??? ? ???`-"
Address
City oeo 4",) . S. ?
Day PhoneC1,S.- 3 -? a--1 J
Fax
OF PROPOSED PROJECT
List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activi yes.
b. Is the proposed activity maintenance of an existing
project, new work, or both? ?j
c. Project name (if any) L
d.
NOTE: Permit will be issued in name of landowner(s), end/or
project name.
2. LOCATION OF PROPOSED
PROJECT
Will the =oJect public, private or commercial
use? Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is neede , please attach
additional pages.
A Al 4 V\
3
a. County
Form DCNI-IViP-1
4. LANM AND WATER
CHARACTERISTICS
or-
V. I
Jul. 1 9 ?004
Morehead City DCM
m. Dastewate eatment facilities.
?- ZI - G-f
a . Size of entire tract
b. Size of individual lot(s) ?' 331 0i'?
c. Approximate e levation of tract above or
NW L d. Soil type(s) and texture(s) of tra t
e
e. Vegetation on tract LEI ocSSr?T _T ???
f. Man-made features now on tract
g. What is the CAMA Land Use Plan land
classification of the site? (con,rur Lhe local land u.repla"•)
Conservation Transitional
?/Developed Community
Rural Other
h. How is the tract zoned by local government?
ITV -
i. Is the proposed project consistent with the applicable
zoning? Yes No
(Arzach Zoning compliance eerrfiicwe, if applicable)
Has a professional
done for the tract?
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eli gible property?
Y,, No
1. Are there wetlands on the site? ?Yes No
Coastal (marsh) Other
if yes, has a delineation been conducted? 00
(Anaeh documen=on, if available)
archaeological assessment been
Yes L G No
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.)
? 0a
o. Describe existing drinking water supply source.
C- S,+kc? wQ?S
5. ADDITIONAL INN'FORIN ATION
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 tide, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2• by 11" white paper. (Refer to
Coastal Resources Commission Rule 71.0203 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
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

Form DChi-M0=1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name 1 C?'e = A--
Address v• l
Phone t ,.- .? ??L- ag <S51
Name
Address
Phone
Name
Address
Phone .
,nz---U6 - \PRO
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
• A chKlk ju payable to the Depaytment 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 land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
,, t '?' f•? lam=; ? ??,'?- 't
l
JUL 1 9 2004
(Morehead City DCM
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 i,i 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
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 day of?, 4
Print Name'-
Signature
(nnduw r or l:horEzed Agent
Please indicate attach-meats; pertaiaing to your proposed
p roj ect.
_ DCM MP-2 Excavation and FBI Information
DChi MP-3 Upland Development
-
_ DCM NIP-4 Structures Iaformation
- DCM MP-5 Bridges and Culverts
DCNI 1,1P-6 Marina Developmeat
NOTE: Please sign and date each arrachment in the
space provided ar the bottom of each form.

PROJECT
NARRATIVE
KERR BASIN
@gr?i r t
MINI
JUL 19 7004.
We the two Property Owners of Lot 32 and Lot 33 h?Vp reeedt0 cTre geDCM
upland boat basin to include 4 boat slips, two boat slips per owner. Three of
the boat slips will have standard 12x12 Tidetamer brand boatlifts installed.
The upland basin will be a depth of - 4' at MHW. The access to existing
canal will be a depth of - 4' at MHW.
Form DCM-N P-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed LT?' W01+1_
b. Number of lots or parcels A_ ?
c. Density (give the number of residential units and the
units per acre)
,r , }
9 2004
JUG
Morehead CAY DCM
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
Yes ? No
If yes, date submitted
i. Describe proposed method of sewage disposal.
Have the facilities described in Item i. above
received state or local approval? t?=
(Attach appropriate documentation)
k. Describe location and type of proposed discharges to
d. Size of area to be graded, filled or disturbed waters of the state (for example, surface runoff,
including roads, ditches, etc. ?/JP15n?/k sanitary wastewater, industrial/commercial effluent,
CO.a-RAC "wash down" and residential discharges).
I 0wc
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?ivision of Land
Resources? Yes ?/ No
If yes, date submitted
f. List the 'materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
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 tube used for
vehicular driveways or parking.
1. Describe proposed drinking water supply source
(e.g, well, community, public system, etc.)
m. Will water be impounded? Yes _,Z No
If yes, how many acres?
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded?
Revised 03/95
Form DChi-biP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DChi-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 F-iaal
Existing Project
Length "Idth Depth Depth
Access
channel
tLw or (N-wL)
Canal
Boat
basin
_E? 1`k -
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Ezc!uding
shorlinc
Vzbili:stion)
JUL 1 9 '.1004
Morehead City DCM
1. EXCAVATION
a. A nt of material to be excavated from below
hl or NWL in cubic yards ASa
b. Type of material to be excavated
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic ve55?ation
(SAVs) or other wetlands? Yes ? No
d. Highground excavation in cubic yardsol q5U
e
2. DISPOSAL OF EXCAVATED
NIATERIAL
a. Location of disposal area LOF
b. Dimensions of disposal area-7y-o V'Z7 4 _I'wwnt?t
c. Do you claim title to disposal area?
Yes ?No
if no, attach a letter granting permission from the
owner.
d. Will a disposal IX X ea be available for future
maintenance? ? Yes No
If yes, where? -6?u
Form DCNI-LNIP-2
e;n ,.
AAly . V
t
e. Does the disposal area include any co ands 9 101f yes,
(marsh), SAVs or o r wetlands. (1)A mount of material to
Yes No oCj Later
(2) Dimensions of fill area.
f. Doesthe disposal include any area in the ?
Yes ? No (3) Purpose of fill
3. SHORELINE STABILIZATION
a. Type of horeline stabilization
Bulkhead Riprap
b. Length f264rUFco(tC? .P1CkgjL:a
c. Average distance waterward of MHW or NWL .
( 1n 'oJ
d. Maximum dist ce waterward of MHW or NWL
c,10tA,?
e. Shoreline erosion during preceding 12 months
(Source 0 non)
f. Type of bulkhead or riprap material i+J C.
g. Amount of fill in cubic yards to be placed below
water level h.)c:*?
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material N\Ar-
i. Source of fill material k0r--
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes o
be placed in the
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or o r 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? c4)Lav? V9?10 -)L,,6
--?-r? fkF-tM,ti?? c.t?t,?1 c?_o-?.t L?^c-? wok
a E?(_??ia4?t100 I(?YLL??-
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
b&
c. Will wetlands be cr;,ssed in transporting equipment
to project site? Yes --?'?o
If yes, explain steps that will be taken to lessen
environmental impacts.
LZ Tw??
Apps t or Project N-1
S iY a3 t ure
Date
T, .a n2, nr
Form DCM-NIP4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major e.
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) Vpt" Tiwl??
(1) _ Commercial -Community - VPrivate
(2) Number
(3) Length
(4) Width
(5) Finger Piers ?Yes No
(i) Number 2-
(ii) Length 169. A,?t Sol-3 f.
(iii) Width
(6) Platform(s) Yes No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed4 ram ow?? g
(8) Proximity of truc re to adjacent r pazi ian
property lines 'fr 'r,ce, ?'k_?
(9) Width of water body KA-- lmi 31
(10) Water depth at waterward end of pier at
MLW or NWL L t4;t&
b. Boathouse (including cov`ered' lifts)
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)
Breakwater (e.g.
(1) Length
(2) Average
wetlands _
(3) Maximum
wood, sheetpile, etc.)
distance from MHW, NWL or
distance beyond MHW, NWL or
wetlands
r-
' JUL 1 9 2004
Morehead City DCM
Mooring buoys
(1) _ Commercial -Community - Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4)
(5)
Width of water body -
Distance buoy(s) to
shoreline
be placed beyond
Mooring structure (boatlift, ring pili s, etc.)
(1) _ Commercial -Community _1,-rrivate
(2) Number 3
(3) Length'
(4) Width _1 k
Other (Give complete description)
3 ?OPs'C(Ac-? ? 12-X 1'} ??"?rac
Revised 03/95
CALL T.~BLE FOR PROPOSED BOA7 BASIN:
Li N 857473 E 76.91
S~~~25'E OPEN DOOR BABTIS~ CHURCH ~,ro. Bwrinq o~e,a~~ L2 5 BF'25 a8 E 8.1{
L3 S 3BV ZO E 1A0 4 5 032910 W SS.O~
204.29 LS OY3819 W 31.78
- t8 5 029212 W 702.35 L7 N 89895 W 7.7]
LB N 242723 W 183.77
\ \ \~~~~~~\-C~ ~ 5 48'E 357.71'
\ DRAINAGE EASEMEN \ \ \ \ - - _
PARKING AND - ~ ~ \ ~l \ \ - - ~ ~ \ AREA
~L\~`~i~ 84 26' 2' E - ~
PRIVATE N
X33 30 p ~ ~
RECREATION AREA . l 3
\ EXISTING i 20' D.E. -
~ CONCRETE 0 ~
~ DRI ~EWAY 88.18 1a. x,12 ° o ~ i i 1 ~O
N-F SPOONER'S CREEK
i ~p0~ 5 ~1 ELEVATION ARE BASED ON
TOP OF NEW BULKHEAD 4.0' ° ° ~ ~ i ~ j 9 $ 2~ 1929 NAVD
? 1~~w~~ ~ HOME OWNERS _ a~- ~ o
~ / ~ i$ oP UL RT (PLASTIC) PROPOSED BOAT BASIN
p~onvwopa~ ' r?'~ ASSOCIATION ~ N D~NELLING LOT 33 ~ X18 ~ f~- ~ IS 8788.33 SQ. FT.
m ~ e~e~s~ \ ~ ~ ~ ~~y~ O i NAVD 1983 ~ ~'0°-Z ~ ~ ~ PROPOSED UPLAND
i:s LATITUDE-- - ~ ~ EXCAVAAON
LONGITUDE--76-48'18' ~ ~ SALT MARSH
i c~ s+ ~ - 2 .55
S
-0~~~ ~ n ~x ...~w ,,~y Ct ~ Wei Sri'- ~ i ~ ~ 7 9 "W 3 .18' ~ ~ o I~ ~
Via, ~ 3 i (p '~C"_-~_.~ MdS'@fla.A~pJ ~ ~'rr

- _ ~ \ N 87'49'32"W'" 57.8 = ~ I' ~
~ eorroM I~ MARSH
~°o EXCAVATION ry
W ~a ~j~ W ~ J
l~
a ~ ~ 1~
d- ~
i ° ~n
z l nT 3~ 13? I rwo ~ ~ ~ .
STORY l
FRAME o ~ ~ \ ~ ~
10 ~ ~ U
DWELLING
j ~ EXISTING EXISTING ¢ ~N- ~
5 TOP OF NEW A D EXISTING BULKHEAD 4.0'+- ~ DR~VERWA~ CONCRETE y °
DRIVEWAY 'e'"~
DGE F MARSH Y ~i / ~
O
~ m ~
N ~
<--N ~~W WA~TERNA~ROX(M9ATE II'! O ~
~
~ SEC m N ONES ~
-5 ~
BOTTO EXCAVATfON -4.0' ~ ~ Curve I Curve Radius Chord Chord Bear. I ~ MA SH ~
I C_' C-1 50.00 63.42' N 05'57 36° E 32' ~
` V
-~O / ~I ~ ' ~ ~ 041373
~+0~ ~-1-2~ ~-i-4~ ~-f-6~ ~-I-B~ 1-I-~0 1-1-2
LOT 37 / ~ ~
PROPOSED PROFILE H SCALE 1 "=20' V SCALE 1'=5'
PROPOSED SECTION C ELEVATIONS NAVD 1929
N- 10 N-F GEORGE EDWARDS , ~
, ~
TOTAL AREA LOT 32: EA LOT 32 TOTAL AREA LOT 33: \
. Sq. Feet: 19995.55 19995.55 Sq. Feet: 36680.72 NOTE: ALL SNRCNRAL DESIGN BY OMERS / I \
4g Acres: 0.84 / ~
5 ~ Acres: 0.46
EDGE F IdARSH AREA FOR PROPOSE BASIN LOT 32: ' PROPOSED BOAT AREA FOR PROPOSED BOAT
T 32: BASIN LOT 33.• ~o o zo ao so
- <--M~E~AqN MSFG~qH ~WEA~TER APuPpROgX~IMgATE Sq. Feet: 2798.25 2798.25 Sq. Feet: 5968.42 GRAPHIC SCALE -FEET
75 Acres: 0.14
~ - <--MEAN L'JW WAT~'RNAAPFRbXIMATE Acres: 0.05
JOHN AND KIMBERLY KERB
STEPHEN Ah'D ?f.4N ST£PHANO
- - SURYCY TYPE: PROPOSED BOAT Bk51N STREET ADORE55:110 AND 112 GRADY COURT
-5 LOT,BLK,SUBD: LOT 32 ANO 33, SPOONERS CREEK NORTH 5\C
~NDS/~~G.R~p TOWN OF: MOREHEAD CITY
OTTOM 0 EXCAVATI N -4.0 SCALE i'= 20' TW2: V.OaEHEAD CO:IhTY: ChRTERET hGR?N CARr
- - --i AUG 2 0 2004 n`~P°~r'ze~°,~~„--2.;-,-9
i
-10 -J ~/Are~ nUA"rV PiD(...E}56t6803535i E`'`-~t ~3<34~
C+00 0+20 0+40 0+60 0+80 1+00 1+20 ' ~ S~Cl~~~
PROPOSED PROFILE H SCALE 1 "=20' V SCALE 1'=5' i
TI n
PROPOSED -SECTION D ELEVATIONS AlAVD 197.9 i P R C° 0'-) F C C 0
wr~