19990252 Ver 1_COMPLETE FILE_19990406

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
1 ? •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
June 10, 1999
New Hanover County
DWQ Project #990252
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. Keith Gunther
8124 Bald Eagle Lane
Wilmington N.C. 28405
Dear Gunther:
1J
n

You have our approval, in accordance with the attached conditions and those listed below, to place fill material in 1330
square feet of waters for the purpose of replacing a bulkhead your lot 8124 Bald Eagle, as you described in your application dated
15 March 1999. After reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Number 3112. 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
Water shed regulations. 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 except as modified below. If
you change your project, you must notify us and you may be required to 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) (6) and (7). For this approval to be valid, you must follow the conditions listed in the
attached certification and any additional conditions listed below.
1. The bulkhead replacement shall be limited to a location approximately, two feet waterward of the existing concrete
bulkhead in order to minimize fill of shallow water habitat.
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 150B of the
North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This
certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone John Domey at 919-733-1786.
- - S. a ly
tevens \V?jvN,
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DWQ Regional Office
John Domey
Central Files
Doug Huggett; DCM 990252.1tr
Division of Water Quality • Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
To: John Dorney
Environmental Sciences Branch
DIVISION OF WATER QUALITY
CAMA MAYOR PERMIT APPLICATION REVIEW
REGIONAL OFFICE STAFF REPORT AND RECOMMENDATIONS
REVIEWER: STEENHUIS _:g45 X121?
'WQ SUPERVISOR: SHIVER
DATE: April 9, 1999
MtTL?OD INFORMATION FOR CENTRAL OFFICE TRA KII`
21#1R: 99 PERMIT NO. OUNTY: New Hanover
T NAME: Keith Gunther/8124 Bald Eagle Lane
CT TYPE: Bulkhead & Fill PERMIT TYPE: CAMA
: N/A DOT#: N/A
T ?,` D FROM CDA: DCM DATE FROM CDA: March 15, 1999
I G OFFICE: WiRO RIVER AND SUB BASIN#: 030624
*STREAM OR ADJACENT WATER BODY: AIWW & Middle Sound
CLASS: SA-ORW STREAM INDEX #: 18-87-(11.5) & 18-87-21
*OPEN OR CLOSED: Open
WL IMPACT: Yes WL TYPE: Shallow water habitat
WL REQUESTED: N/A WL ACR EST: N/A
WL SCORE: N/A

MITIGATION: N/A MITIGATION TYPE: N/A
MITIGATION SIZE: N/A RATING SHEET ATTACHED?: N/A
RECOMMENDATION: ISSUE CONDITIONAL
STORMWATER PLAN REQ'D: No
IF YES, DATE APPROVED:
PROJECT DESCRIPTION: To replace the concrete portion of his existing seawall & locating the new
seawall 19 feet waterward of its present location, to align with adjacent walls.
WATER QUALITY CERT. (401)
CERT. REQ'D: Yes
IF YES, TYPE: General Certification #3112 for CAMA Permits
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED: N/A
TO BE PERMITTED BY: N/A
IF BY DWQ, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE: N/A
WATER/WETLAND FILL
AREA OF FILL - WATER: 1330 sq ft WETLAND: N/A
IS FILL ELIMINATING A SIGNIFICANT USE? Yes/ Shallow water habitat
DREDGING
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? N/A
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? N/A
9902.apr
Page Two
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: N/A MARINA SERVICES: N/A
OXYGEN IN BASIN: N/A CLOSURE OF SHELLFISHING WATERS: N/A
(ATTACH A MARINA USE ATTAINABILITY EVAL.)
RECONEMEENDED CONDITIONS OR PERMIT RESTRICTIONS: This office recommends
that the applicant be allowed to replace the bulkhead and move it waterward only the two feet
necessary to replace the existing concrete bulkhead. This Office recommends that the replacement
bulkhead not be placed the entire 19 feet waterward and only the minimal distance necessary to
put in a new bulkhead due to the loss of important shallow water habitat in ORW waters. That
this project be done in such a manner so as to not cause turbidity outside the immediate
construction area to exceed 25 NTU.
cc: Central Files - John Dorney
Wilmington Regional Office Files
DCM- E.F. Brooks
John Parker
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Keith E. Gunther
2. LOCATION OF PROJECT SITE: Existing single-family residence, at 8124 Bald Eagle
Lane, adjacent AIWW and Middle Sound, New Hanover Co.
Photo Index - 1995: 22-261 M-12 1989: 4 174-17 V-19 1984: 18-232 N-5
State Plane Coordinates - X: 2376300 Y: 196000
3. INVESTIGATION TYPE: CAMA & D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 1/19/99
Was Applicant Present - Yes (agent)
5. PROCESSING PROCEDURE: Application Received - 3/1/99
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - New Hanover County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PT,EW, CW
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Individual septic tank system
Planned - None
(F) Type of Structures: Existing - Private residence, pier, and bulkhead
Planned - Partial replacement of bulkhead
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands I I 1130 sgft.
Shallow sand bottom
(C) Other
(D) Total Area Disturbed: 1330 sqft.
(E) Primary Nursery Area: No
(F) Water Classification: SA-ORW Open: Yes
8. PROJECT SUMMARY: The applicant is requesting to replace the concrete portion of
his existing sea wall and locating the new sea wall 19 feet waterward of its present
location, to align with adjacent walls.
Keith E. Gunther
Page 2
9. PROTECT DESCRIPTION
The project site is an existing single-family residence, located at 8124 Bald Eagle Lane,
adjacent to the Atlantic Intracoastal Waterway and Middle Sound, in the Porter's Neck
area of New Hanover County. The site is accessed by Porter's Neck Rd. off U.S.
Highway 17-North. Bald Eagle Lane lies parallel to the AIWW extending from Futches
Creek south to the Figure 8 Island Bridge, and is developed with single family residences.
Currently, the applicant's shoreline is stabilized by an existing sea wall. On the east side
of the lot, the sea wall is standard vertical wooden bulkhead construction, approximately
4-5 feet high. on the west side of the lot, the wall is concrete, only 2.5-3 feet in height and
it's alignment is approximately 20 feet landward of the east side bulkhead, and 40 feet
landward of the existing bulkhead on the adjacent property to the west. There is evidence
of erosion from frequent overwash, behind this lower section of concrete wall. Waterward
of the concrete wall there is a remnant root mat from pre-existing vegetation,
approximately 3-5 feet wide. No above ground vegetative growth was present. The
remainder of the area waterward, as well as, waterward of the adjacent sea walls, is sandy
bottom.
The waters of Middle Sound are classified SA-ORW by the N.C. Division of Water
Quality. The area is not a designated Primary Nursery Area, and is open to the taking of
shellfish. New Hanover County classifies this area Conservation in their Land Use Plan.
The applicant proposes to construct a new vertical wooden bulkhead to replace the section
of concrete wall along the west side of his property. The new section of bulkhead would
be 70 feet long and matching the heights of the adjacent walls. The applicant proposes to
align the new wall with the existing bulkhead on the east side of the property. The
proposed bulkhead placement would be located 19 feet waterward of the old existing
concrete bulkhead. Backfill material for the proposed wall would be imported from an
upland source.
10. ANTICIPATED ITUTA TS
The construction of the bulkhead would incorporate 1330 square feet of Estuarine Waters,
Public Trust Area, and shallow water bottom. The project would align the stabilized
shoreline in the immediate area and eliminate the accumulation of trash and debris within
the currently recessed area between the adjacent bulkheads, allowing the applicant equal
use of his property.
Submitted by: E.F. Brooks Date: 3/12/99 Office: Wilmington
Form DCM-M -1
-;
N mAR o 1 1999
APPL
I ATI
O
BY;
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name 5elr, i `H 1 t ~i,' i- le'r
Address . ? r l rX
-- City lam, i l AA i State
Zip 5 Day Phone
Fax
b.-Authorized Agent:
b. City, town, community or landmark
c. Street addr or s ndary road number
40,
d. Is proposed wol;S within city limits or planning
jurisdiction? IS __No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay)
C/
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
vatipn and/o fillin acti ities /?Gi?
Name _uefnem 15 MQrtne,
-,Address S??-?- IO- V;??/?
City State c-,
in s Day Phone 9149 2.G? -g•??
Fax 9/O 270 - VVQ/
c. Project name (if any) X0,17 406, 1
`
NOTE. Pernsit will be issued in name of landowner(s), mid/or
_ project name.
2. LOCATION OF PROPOSED
PROJECT
a. County 1?e6J ,f107AP.?
b. Is the proposed activity maintenance of an existing
project, new work, or both?'
C.
d.
.devised 03/95
Will the project be fo. ublic, private or commercial
use?
?/
v
Give a brief description of purpose, use, methods of
construction and daily operations of proposed

Form DCM-MP-l
.
4. LAND AND WATER
CHARACTERISTICS
m. Describe existing wastewater treatment facilities.
y
a. Size of entire tracto2-???Z?P 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
Ao)vn" and residential discharges.) '2v CX,
c. Approximate elevation of. tract above MHW or
NWL
d. Soil type( and texture(s) of tract
e. Vegetation on tract d1L
f. -made fea res now o tra .r
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local kind use plan.)
Conservation
- Developed
- Rural
Transitional
` Community
Other
o. Describe existing drinking water supply source.
? )y Z,4(-
5. ADDITIONAL INFORMATION'-' -
In addition to the completed application form, the
- following items 'must be submitted: - - - -
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the_ applicant .:is not
claiming to be the owner of said property, - then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
h.-- How is the i(ract=ned by local government?
Si, bc?ivrSi?,
i. ---Is the proposed project consistent with the applicable
zoning? i- ? Yes No
(Anach zoning cion=liance Beni, ficate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes_ 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 _ No
1. Are there wetlands on the site? ZYes No
Coastal (marsh) /,W tzk Other
If yes, has a delineation been conducted?
(Anach documentation, if available)
• An accurate, dated work plat ('including plan view
and cross-sectional drawings) drawn to scale in blar;k
ink on an 8 112" by 11" white paper. (Refer* to
Coastal Resources Commission Rule 73.0203 for P -
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-lire
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 DCM-MP-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
Address
Phone
Name
Address
Phone
Name
Address
Phone
• A list of previous state or federal permits issued for
MAR 0 1 1999
LB Y: !
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 imowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the day of xna, 2 , 19
work on the project tract. Include permit numbers, Print Name
permittee, and issuing dates.? )
Signatu R,'
r or Authorized Agent
• A check for $250 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.
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
• 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.
NOTE: Please sign and dare each attachment in the
space provided at the bottom of each form.
Revised 03195
Form DCM-MP-2
EXCAVATION
AND FILL
CExcept 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
E*ft Pnject
Length Width Depth Depth
Access
Other .:
(Excluding
shoreline
stabilization)

. LAG. :s
•?Y.. v?..,.,•.

m o a i- M99
1. EXCAVATION - MIA
a. Amount of material to be excavated from below
MHW or NWL in cubic yards
b. Type of material to be excavated
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
2. DISPOSAL OF EXCAVATED
MATERIAL _ WA
a. Location of disposal area
b. Dimensions of disposal area
c. Do you claim tide 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 83/95

Form DCM-NIF-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
LBY'-
(1) Amount of material to be placed in the
water 2EIL 6"r, ti?tdS
(2) Dimensions of fill area la u 70
(3) Pu ?e of fill To F ir?d
3. SHORELINE STABILIZATION
a. Type o shoreline stabilization
Bulkhead . ' • Riprap
r.-
-b. Length r TO
- - c. -Average distance waterward of MHW or NWL
d. Maximum distance waterward of NOW or NWL
!4'
e. Shoreline erosion during preceding 12 o the
(s-- of inforniarionJ Wsi ?e!Lr ? A lAAA.IA!?I
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
- Yes No
If yes, ,
(1) Dimensions of fill area
X )
(2) Purpose of fill,-41t/
.5. GENERAL
a. How will excavated or fill material be kept on site
and erosion ntrolied?
_r f. -Type of bulkhead or riprap material
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfilI P iq&. & h. Type of fill material
i. Source of fill material d ,n
. 4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes No
b. What type of construction equipment will be used
(for example, dragtine, backhoe, or hydraulic
dredge)?
c. Will wetlands be cr:,ssed in
to project site? Yes transporting equipment
X
No ,
_
If yes, explain steps that will be taken to lessen
environmental impacts.
. _ h•?G?G ?? .cam - ` .? ,
Applicant or hvi ame
?Crature
I J '- 7 r-l
Date
400 copies of this public document were printed at a total cost of $11.00 or $ .03 per copy.
Revised 03/9
,;??..
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Failing Bulk Head
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MAR 0 1 1999
17 77 7, 7 :7 . T 6J
For: Ed Gunther
8124 Bald Eagle Ln.
Wilmington NC 28405
Project: Bulk head replacement
The old bulk head that is shown in drawings one{1 } is failing. The high
tides with heavy boat traffic has caused wash outs behind this wall and is
effecting the property next to it. Wash out has occurred on both ends of
this wall and will continue to erode. We feel that by closing off this cut out
that it will be able to take the beating of heavy traffic and extreme weather
conditions. better. The bottom in this area is sand or nonY-productive
bottom with the exception of a small area of marsh grass along the bottom
of the concert wall. The only reason we can see that this hole was made
was to support a boat ramp years ago. From the looks of this area it can be
determined that this area has always been a problem and with your
permission we would like to take the first steps in correcting this matter. I
have spoken to both property owners about what we would like to achieve
and both have agreed that they have no objection with the proposed work
that not only will this stop the erosion but will make all properties look
better.
Thank you for you consideration in this matter and we await your decision

er
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a
MAR 0 1 1999
BY:

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got -a
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i
"nR 01 1999
.BY:
Drav)YN 1491P 1
CERTIFICATE OF SURVEYOR
Brian N. Hobbs do certify
that under my direction and supervision, the
attached physical survey was drawn from an
actual survey made under my supervision. That
the ratio of departures is 1:10,000+, 1Ytness my
hand and seal this 9t day of A ust is9B.
49
IAN N.. H099S R.LS, L 122
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SEAL PIpe
L-3122 =
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Atlantic
Intracoastal
waterway
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26,204 sq ft
Concrete
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Pipe---_
....,.1.4 .... _ 19.7. .

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TM in
IDARd 60' R/W (Privdte)

August 19, 1998 This propertyy Is Is not Scale: 1"=40'
Ref. M.B. 5, Pg. 45 in a special flood zone as determined
Project No.:(SURS-98540) by the Department of Housing
Urban Development. and
W. 20' 0'
40'
Drawn By. Ed Kirby
SURVEY FOR: Keith E. Gunther & HOBBS SURVEYING COMPANY INC

Gloria B. Matthews . , .
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8124 B
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Wilmington, NC 28405 7225 'Wrightsville Ave. • -Suite 103
nmoo-or- Ali I,
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MAR 01 1999
BY:

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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
Keith Gunther
8124 Bald Eagle Lane
Wilmington, NC 28405
Dear Mr. Gunther:
Subject: seawall
DWQ # 990252
New Hanover County
A 4 •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
March 17, 1999
11 J)5-)
PAYMENT
RECEIVED
On March 16, 1999, your application for a 401 Water Quality Certificat n 1
replacing a seawall in New Hanover County was received by the N.C. Division
Quality. The Division will begin to review the project for eventual decision. Ho E
please be aware that beginning January 1, 1999 that the N.C. General Assembly pa
legislation requiring payment of a fee of $200.00 for this project. The 401 Certificati
cannot be issued until this fee is paid. Until that time, your application will remain on
hold as incomplete.
Please call Cyndi Bell at 919-733-1786 if you have any questions.
4 > er??
o R. orney
cc: Central Files
Wilmington DWQ Regional Office
Wilmington Field Office US Army Corps of Engineers
Cyndi Bell
John Dorney
John Parker, DCM
Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
Keith Gunther
8124 Bald Eagle Lane
Wilmington, NC 28405
Dear Mr. Gunther:
Subject: seawall
DWQ # 990252
New Hanover County
PAYMENT
RECEIVED
On March 16, 1999, your application for a 401 Water Quality Certification for
replacing a seawall in New Hanover County was received by the N.C. Division of Water
Quality. The Division will begin to review the project for eventual decision. However,
please be aware that beginning January 1, 1999 that the N.C. General Assembly passed
legislation requiring payment of a fee of $200.00 for this project. The 401 Certification
cannot be issued until this fee is paid. Until that time, your application will remain on
hold as incomplete.
Please call Cyndi Bell at 919-733-1786 if you have any questions.
1 VRorney
o cc: Central Files
Wilmington DWQ Regional Office
Wilmington Field Office US Army Corps of Engineers
Cyndi Bell
John Dorney
John Parker, DCM
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
March 17, 1999
Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper
DIVISION OF COASTAL MANAG:
FIELD INVESTIGATION REPORT
1. APPLICANT' S NAME: Keith E. Gunther

7S'
C`1
2. LOCATION OF PROJECT SITE: Existing single-family residence, at 8124 gle _,.-
Lane, adjacent AIWW and Middle Sound, New Hanover Co. ?-
Photo Index -195: 22-261 M-12 1989: 4 174-17 V-19 1984: 18-232 N-
State Plane Coordinates - X: 2376300 Y: 196000
PAYMENT
3. INVESTIGATION TYPE: CAMA & D&F RECEIVED
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 1/19/99
Was Applicant Present - Yes (agent)
5. PROCESSING PROCEDURE: Application Received - 3/1/99 Q
Office -Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - New Hanover County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PT,EW, CW
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Individual septic tank system
Planned - None
(F) Type of Structures: Existing - Private residence, pier, and bulkhead
Planned - Partial replacement of bulkhead
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED DER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands
Shallow sand bottom 1330 f
(C) Other
(D) Total Area Disturbed: 1330 sgft.
(E) Primary Nursery Area: No
(F) Water Classification: SA-ORW Open: Yes
8. PROJECT SUMMARY: The applicant is requestin lace the concrete portion of
his existing sea wall and locating the new sea wa 1 19 eet` waterward of its present
location, to align with adjacent walls.
Keith E. Gunther
Page 2
9. PROTECT DESCRIPTION
The project site is an existing single-family residence, located at 8124 Bald Eagle Lane,
adjacent to the Atlantic Intracoastal Waterway and Middle Sound, in the Porter's Neck
area of New Hanover County. The site is accessed by Porter's Neck Rd. off U.S.
Highway 17-North. Bald Eagle Lane lies parallel to the AIWW extending from Futches
Creek south to the Figure 8 Island Bridge, and is developed with single family residences.
Currently, the applicant's shoreline is stabilized by an existing sea wall. On the east side
of the lot, the sea wall is standard vertical wooden bulkhead construction, approximately
4-5 feet high. on the west side of the lot, the wall is concrete, only 2.5-3 feet in height and
it's alignment is approximately 20 feet landward of the east side bulkhead, and 40 feet
landward of the existing bulkhead on the adjacent property to the west. There is evidence
of erosion from frequent overwash, behind this lower section of concrete wall. Waterward
of the concrete wall there is a remnant root mat from pre-existing vegetation,
approximately 3-5 feet wide. No above ground vegetative growth was present. The
remainder of the area waterward, as well as, waterward of the adjacent sea walls, is sandy
bottom.
The waters of Middle Sound are classified SA-ORW by the N.C. Division of Water
Quality. The area is not a designated Primary Nursery Area, and is open to the taking of
shellfish. New Hanover County classifies this area Conservation in their Land Use Plan.
The applicant proposes to construct a new vertical wooden bulkhead to replace the section
of concrete wall along the west side of his property. The new section of bulkhead would
be 70 feet long and matching the heights of the adjacent walls. The applicant proposes to
align the new wall with the existing bulkhead on the east side of the property. The
proposed bulkhead placement would be located 19 feet waterward of the old existing
concrete bulkhead. Backfill material for the proposed wall would be imported from an
upland source.
10. ANTICIPATED IMPACTS
The construction of the bulkhead would incorporate 1330 square feet of Estuarine Waters,
Public Trust Area, and shallow water bottom. The project would align the stabilized
shoreline in the immediate area and eliminate the accumulation of trash and debris within
the currently recessed area between the adjacent bulkheads, allowing the applicant equal
use of his property.

Submitted by: E.F. Brooks Date: 3/12/99 Office: Wilmington
Form DCM-MP-1
APPLICATION MAR 0 1 1999
(To be completed by all applicants)
b. City, town, community or landmark
?s APc?1. APPLICANT
c. Street addr ors ndary road number
??
a. Landowner:
Gi'i-t?
Name
Address
City t L t 62 State ell
Zip S Day Phone I'So -
Fax
b. --Authorized Agent:
Name demenim Marne-,
Address 6"L 7-7- 101 v,??n A
City State C-,
Zipzf7? Day Phone
FA/O 274
c. Project name (if any) \
NOTE. Pemdf will be issued in name of landowner(s), mid/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County ?e'0
d. Is proposed wo within city limits or planning
jurisdiction? Yes No
e. Name of body of water nearest project (e.g. river,
. -creek, sound, bay)
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
vaUpn and/o filling acti ities
b. Is the proposed activity maintenance o an existing
project, new work, or both?
c. Will the project be fo ublic, private or commercial e_U
use? ?f?
Revised 03/95
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
MaA ,1.1999
Form DCM- -1`
4. LAND AND WATER
m. Describe existing wastewater treatment facilities.
?`7v
CHARACTERISTICS
Describe location and type of discharges to waters
a. Size of entire tract .,-Z? 2
of the state. (For example, surface runoff, sanitary
b. Size of individual lot(s) `/•r?-?'? wastewater, industrial/commercial effluent, "wash
Awn" and residential discharges.) 5u ej?k &G
c. Approximate elevation of. tract above MHW Pr
NWL
d. Soil type( and texture(s) of tract 1
e. Vegetation on tract 6 dI22
o. Describe existing drummg water supp y source.
f. MaA-made fea res now o tra
1?4?w A- Z12 le
g. What is the CAMA Land Use Plan land
- classification of the site? (consult the local land rise plan.)
Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
i. ---Is the proposed project consistent with the applicable
zoning? ? 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?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes _ No
1. Are there wetlands on the site? ZYes No
Coastal (marsh) Other
If yes, has a delineation been conducted?
(Anach documentation, if available)
5. ADDITIONAL INFORMATION -
In addition to the completed application form, the
?following .items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant .:is not
claiming to be . the owner of said property,- then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black-
ink -on an 8 1/2" by 11" white paper. (Refer' to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-lint,
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided ty
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 DCM-MP-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 7
Address /01
Phone -71e-4,"F5&`
Name-
Address 4F9_3 - 41111'
Phone
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
• A check for $250 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 - 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.
MAR 0 1 1999
6. CERTIFICATION AND PEP.AMSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to. grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the day of 19
Print Name
I
Signatur
- r or Awh,,iZed Aga
Please indicate attachments pertaining to your proposed
project.
X 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
Form DCM-MP-2
EXCAVATION
AND FILL
oExcept 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.
... ,..?-. s. ,,... .... _.. --.- .... Average Final
F.astiog Project
Length Width Depth Depth
Access
channel
(MLW) or (NWL)
.___..Canal~ __:
- Other ...
(Excluding
shoreline
stabilization)

-
-
4a M
0
64

1. EXCAVATION - 'Q/A
a. Amount of material to be excavated from below
MHW or NWL in cubic yards
b. Type of material to be excavated
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
2. DISPOSAL OF EXCAVATED
MATERIAL _ WA
a. Location of disposal area
b. Dimensions of disposal area
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
a. Type o shoreline stabilization
Vr Bulkhead • ' Riprap
70
- b. Length
- - c. -Average distance waterward of MHW or NWL
. 1471
d. Maximum distance waterward of MHW or NWL
!q'
e. Shoreline erosLon during preceding 12 o the
4.,h 4A AJeZ_1-0'
.. (Source of information) ? ???
f.'Type of bulkhead or rprap material AQ4
1999
(1) Amount of material to be place? in the
water ?/0 "A
?
(2) Dimensions of fill area 14 u'7 "X
(3) Pu ?e of fill F i?
40
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
If yes,
(1) Dimensions of fill area 4P y 4
(2) Purpose of fill, &1A, ?? kh
.5. GENERAL
a. How will excavated or fill material be kept on site
and on controlled? i-vk,
g. Amount of fill in cubic yards to be placed below
water level
{1) Riprap
(2) Bulkhead backfill $ Rya !:P
h. Type of fill material
i. Source of fill material a-l'Ir-4-6 d ,?1
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
_X Yes No
b. What type of construction equipment will be used
"-(for' example, dragline, backhoe, or hydraulic
dredge)? , AV .
c. Will wetlands be cr:,ssed in transporting equipment
to project site? Yes No
If yes, explain steps that will be taken to lessen
environmental impacts.
Applicant or Pro' ame
*nature
h
Date
400 copies of this public document were printed at a total cost of $11.00 or $.03 per copy.
Revised 03/95

h _

ti -

ti?AP, 0 1 ?95q
MAR 01i9g

l RE c R
BAR O l 1995
LB
i
i
tt-o" iot imir q-hoiA -1aKe, !7 N. to r rs sec ,Zip ? vt`n j;
??qht cnd jraug-t me IPA
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- CROSS SEA` ON _
of NF-W CoNcs- fRuGTION
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D
MAR 01 1999
BY:

`a

CERTIFICATE OF SURVEYOR
I` Brian N. Hobbs do certify
that under my direction and supervision, the
attached physical survey was drawn from an
actual survey made under my supervlslon. That
the ratio of departures 1e 1:10,000+. Witness my
hand and seal this 19t day of A ust , 1998
IAN N. HOBBS R.LS, L -412f

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7
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CAR S rF
EVISting Iron
O _ Plpe
? SEAL
L-3122
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fill, IN
If if 101,
Atlantic
S 52'
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24.7'
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Con Control
Corner
I??Il?. Ewabark Luane
60' R/W (Private)
August 19, 1998 This property V Is Is not
Ref. M.B. S, Pg. 45 in a special flood zone as determined
Project No.:(SURS-98540) by the Deportment of Housing and
Drown By. Ed Kirby Urban Development.
Scale: 1"=40'
'W. 20' Cr 40'
SURVEY FOR: Keith E. Gunther
HCBBS SURVEYING COMPANY, INC.
Gloria 8. Matthews
8124 Bald Eagle Lane
Wilmington, NC 28405 '7225 Wrightsville Ave. • -Suite 103
Lot 2, Section D Wilmington, NC 28403
Porters Neck Plantation Subdivision
Harnett Twsp., New Hanover County Office: [phone] • Fax: [phone]
.'.'.'One story'.'.'.'.
::Brick, structure:
-*.'.•.'.'FFE=18.0"
? ....... ...... .......
Z.I. N . .,.....
Intracoas
tal
Waterwa
y
33? aulkh
32 ?, EY„ T_
VICINITY MAP N.T.S.
Iron
Plpe'_ _
26,204 sq ft
Concrete
Pad
19.7'
?z
Ln
LA
0
Ln
tv
Ui
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Io
. State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
Division of Coastal Management
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Donna D. Moffitt, Director
March 15, 1999
TO: Mr. John R. Dorney, NCDENR
Division of Water Quality
4401 Reedy Creek Road
Raleigh, NC 27611-7687
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
John R. Parker
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Keith Gunther
PAYMENT
RECEIVED
8124 Bald Eagle Lane, adj. AIWW & Middle Sound, Wilmington, NC, in New
Hanover County
To replace the concrete portion of his existing sea wall & locating the new sea wall
19' waterward of its present location, to align w/adjacent walls
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by April 5, 1999. If you have any questions regarding the proposed project, please contact E. F. Brooks
at extension 247. 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
I?WA
A&Ov
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
l?k?JJJ ors-.=.
619
„PUATEIt GfttALITY SECTICi?
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Keith E. Gunther
2. LOCATION OF PROJECT SITE: Existing single-family residence, at 8124 Bald Eagle
Lane, adjacent AIWW and Middle Sound, New Hanover Co.
Photo Index - 19-95-: 22-261 M-12 1989: 4 174-17 V-19 1984: 18-232 N-5
State Plane Coordinates - X: 2376300 Y: 196000
3. INVESTIGATION TYPE: CAMA & D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 1/19/99
Was Applicant Present - Yes (agent)
5. PROCESSING PROCEDURE: Application Received - 3/1/99
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - New Hanover County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PT,EW, CW
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Individual septic tank system
Planned - None
(F) Type of Structures: Existing - Private residence, pier, and bulkhead
Planned - Partial replacement of bulkhead
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: . [A]ZEA]
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands 1330 sgft.
Shallow sand bottom
(C) Other
(D) Total Area Disturbed: 1330 sqft.
(E) Primary Nursery Area: No
(F) Water Classification: SA-ORW Open: Yes
8. PROJECT SUMMARY: The applicant is requesting to replace the concrete portion of
his existing sea wall and locating the new sea wall 19 feet waterward of its present
location, to align with adjacent walls.
Keith E. Gunther
Page 2
9. PROTECT DESCRIPTION
The project site is an existing single-family residence, located at 8124 Bald Eagle Lane,
adjacent to the Atlantic Intracoastal Waterway and Middle Sound, in the Porter's Neck
area of New Hanover County. The site is accessed by Porter's Neck Rd. off U.S.
Highway 17-North. Bald Eagle Lane lies parallel to the AIWW extending from Futches
Creek south to the Figure 8 Island Bridge, and is developed with single family residences.
Currently, the applicant's shoreline is stabilized by an existing sea wall. On the east side
of the lot, the sea wall is standard vertical wooden bulkhead construction, approximately
4-5 feet high. on the west side of the lot, the wall is concrete, only 2.5-3 feet in height and
it's alignment is approximately 20 feet landward of the east side bulkhead, and 40 feet
landward of the existing bulkhead on the adjacent property to the west. There is evidence
of erosion from frequent overwash, behind this lower section of concrete wall. Waterward
of the concrete wall there is a remnant root mat from pre-existing vegetation,
approximately 3-5 feet wide. No above ground vegetative growth was present. The
remainder of the area waterward, as well as, waterward of the adjacent sea walls, is sandy
bottom.
The waters of Middle Sound are classified SA-ORW by the N.C. Division of Water
Quality. The area is not a designated Primary Nursery Area, and is open to the taking of
shellfish. New Hanover County classifies this area Conservation in their Land Use Plan.
The applicant proposes to construct a new vertical wooden bulkhead to replace the section
of concrete wall along the west side of his property. The new section of bulkhead would
be 70 feet long and matching the heights of the adjacent walls. The applicant proposes to
align the new wall with the existing bulkhead on the east side of the property. The
proposed bulkhead placement would be located 19 feet waterward of the old existing
concrete bulkhead. Backfill material for the proposed wall would be imported from an
upland source.
10. ANTICIPATED RUPACT4
The construction of the bulkhead would incorporate 1330 square feet of Estuarine Waters,
Public Trust Area, and shallow water bottom. The project would align the stabilized
shoreline in the immediate area and eliminate the accumulation of trash and debris within
the currently recessed area between the adjacent bulkheads, allowing the applicant equal
use of his property.
Submitted by: E.F. Brooks Date:. 3/12/99 Office: Wilmington
Form DCM-MP-1
APPLICATION] , MAR ° 1 19_99
(To be completed by all applicants)
b. City, town, community or landmark
1. APPLICANT Ac X e
a. Landowner:
Name 51:?fei , t
`f-t 1 t- _ & CA'e'r
Address c l?-+- &A &tlto L In
city t lu t plc 4m State
Zip Day Phone L-122=
Fax
b.'- -Authorized (( Agent:
Name
Address S?-LENO- 4t2,P A)
City -State C,
c. Street add: ors ndary road number
?z ??
d. Is proposed wo within city limits or planning
jurisdiction? Yes No
e. Name of body of water nearest project (e.g. river,
- creek, sound, bay)
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
vatipn and/o filling acti ities /
Day Phone 91P-6,7--d-L-9- ?
P y _ b. Is the proposed activity maintenance of an existing
project, new work, or both?
Fax /D 2-70 - elyq/
c Project name (if any)
Xlo.-117 Aloe-
NOTE. Pernit will be issued in name of lmidm mer(s), and/or
_ y project name.
2. LOCATION OF PROPOSED
PROJECT
a. , County ?e?J ? /f?OZpr'
c. Will the project be fo ubIic
, private or commercial
use?
p.
v
devised 03/95
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
J./
Form DCM-MP-1 r _
4. LAND AND WATER
CHARACTERISTICS
m. Describe existing wastewater treatment facilities.
r
a. Size of entire tract-:F ?Z?% 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
" and residential discharges.) 5v^1& 6,2,
c. Approximate elevation of tract above MHW or --
NWL
d. Sofli type( and texture(s) of tract
e. Vegetation on tract? d/.Z/L
o. Describe existing drinking water supply source.
-? )- V,
f. M.
?p-madefeyes now orb tra
i.?rl? la.' n ? 1if
g. What is the CAMA Land Use Plan land
- classification of the site? (Consult the 16.1 land ? plan.)
Conservation Transitional
Developed Community .
Rural Other
h.--How is the tract.zoned by local government?
Su bc?i-v?5i?z?.
i. ---Is the proposed project consistent with the applicable
zoning? ? Yes No
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes - _?<_ No It.
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 No
1. Are there wetlands on a site? ZYes No
Coastal (marsh) 4114 Other
If yes, has a delineation been conducted?
(A=ch documentation, if available)
5. ADDITIONAL INFORMATION -
In addition to the completed application form, the
following items -must be-submitted: - - - -
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant. is no,
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 vies;
and cross-sectional drawings) drawn to scale in blaeli
ink -on an 8 1/2" by I I" white paper. (Refer * Ln
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 try
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
a e..,, 1 11,21nc
Form DCM-MP-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
Address
Phone
Name
Address
Phone
Name
Address
Phone
MAR 0 1 1999
6Y:
6. CERTIFICATION AND PERNMSION
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.
• A list of previous state or federal permits issued for 1 This is the day of /,7A-,4, 19
work on the project tract. Include permit numbers, print Name
permittee, and issuing dates.
- - Signatu
t2r or Authorized Agent
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover tht costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
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 W-6 Marina Development
• 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.
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03/95
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
Easting Project
Length Width Death Death
Access
Channel
(MLW) or (NWL)
Canal y
Other._.:
(Excluding
shoreline
stabilization)

?' N wx ...?'•aVY'

Mao a tiag9
• 1. EXCAVATION - ,,j/A
a. Amount of material to be excavated from below
M11W or NWL in cubic yards
b. Type of material to be excavated
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
2. DISPOSAL OF EXCAVATED
MATERIAL _ ??
a. Location of disposal area
b. Dimensions of disposal area
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 DChi-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
a. TVeo shoreline stabilization
Bulkhead . " Rip.-ap
r..
b. Length rJ0
- - c. Average distance waterward of MHW or NVtL
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion duriilpreceding 12 o the
-Z/ l M4TI -, 4c, 0 -
(Soa- of information) /St F?t? /A*e_ 6TIAr77
BY _-
-1f yes,
(1) Amount of material to be placed in the
water 4?I-L-L-6_ _ab/ef? V/iC?S
(2) Dimensions of fill area 14 u '70 Y !?
(3) Pu ?e of fill r F ' ir1 d
?u
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
7 Yes No
If Yes,
(1) Dimensions of fill area a0 W'
(2) Purpose of
..5. GENERAL
a. How will excavated or fill material be kept on site
and eros.on controlled? i5 r,
f. _Type of bulkhead or riprap material
g. Amount of fill in cubic yards to be placed below
water I evel
(1) Riprap
(2) Bulkhead backfilI P RIP. ?v rv `
h.- Type of fill material
i. Source of fill material Tyi/ c e C/ r)
.- 4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X_ Yes No
_ b. What type of construction equipment will be used
(for example, dragIine, backhoe, or hydraulic
dredge)?
c. Will wetlands be crossed in transporting equipment
to project site? Yes _ No
If yes, explain steps that will be taken to lessen
environmental impacts.

. Applicant or Prot ameru:? -
pasture
l) 7;11
Dat-_
400 copies of this public document were printed at a total cost of $11.00 or S .03 per copy.
Revised 03/,oS
2 ?

i
i
F
Failing Bulk Head
I
1
- i
? __` ? ? ?
?/ ?,
?, i

MAR U 1 J99g
I? 1 7! I ,•. 7!t 77, I ?j I I II
For: Ed Gunther
8124 Bald Eagle Ln,
Wilmington NC 28405
Project: Bulk head replacement.
The old bulk head that is shown in drawings one{1 } is failing. The high
tides with heavy boat traffic has caused wash outs behind this wall and is
effecting the property next to it. Wash out has occurred on both ends of
this wall and will continue to erode. We feel that by closing off this cut out
that it will be able to take the beating of heavy traffic and extreme weather
conditions. better. The bottom in this area is sand or none-productive
bottom with the exception of a small area of marsh grass along the bottom
of the concert wall. The only reason we can see that this hole was made
was to support a boat ramp years ago. From the looks of this area it can be
determined that this area has always been a problem and with your
permission we would like to take the first steps in correcting this matter. 1
have spoken to both property owners about what we would like to achieve
and both have agreed that they have no objection with the proposed work
that not only will this stop the erosion but will make all properties look
better.
Thank you for you consideration in this matter and we await your decision.

er,
n
on 1) Y-,? A 40
r ? ? ?3 IC. Cle?vcc?n

MAR 01 1999

fr-oA&
Tt7r (? ?
;
I
1 i
CERTIFICATE OF SURVEYOR
i Brion N. Hobbs do certify
that under my direction and supervision, the
attoched physical survey was drawn from an
actual survey made under my supervision. That
the ratio of departures is 1:10,000+. Witness my
hand a
nd seal this 19t day of A ust 1998.
R'4? - - -
IAN N. H0913S R.LS L 112
_ ff
Ade Conc
PV t i;

LL11999
MAR 0BY;
Of G(131iq 10 -1?
or , -
Atlantic J
t
Intracoastal sit
Waterway
VICINITY MAP N.T.S.
'tcl
eWkh a
;?w I03 Ar. r
26,204 sq ft
Concrete
Pad
P-bijaw Iron
Pipa'_
. ....).,.S.'.'.' - 19.7. .
.............'.

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v

.'.'.:, .
ane story
CA :Brick structure z
_
to ,
FFE=18.0 -
m .. ..............:':.
to

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w _
4.5 V???

V 24.7' s:o' N ..... e
O .. • tV
Cenaiete CD
Pad' O

to '. I
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CAR
Cie

Existing Iron N 3619500" E 100.03' con trof
SEAL =
L-3122 Ia X EagRe Lane
?
SU???-? 60' R/W (Privdte)

August 19, 1998 This property ! is is not Scale: 1"-40'
Ref. M.B. 5, Pg. 45 in a special flood zone as determined
Project No..(SURS-98540) by the Department of Housing
Urban Development. and
40' 20' 0'
40'
Drawn By. Ed Kirby
SURVEY FOR: Keith E. Gunther HOBBS SURVEYING COMPANY INC

Gloria B. Matthews s , .
8124 Bald Eagle Lane
Wilmington, NC 28405 7225 Wright-sville Ave. • -Suite 103
.,
'i,L,
op
7;

MAR 01 1999

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111 MAR 01 1999
By,