20080195 Ver 2_CAMA Application_20220304

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Joseph and Sandra Kittinger, do Debbie Wilson
2. LOCATION OF PROJECT SITE: 303 Bradley Creek Point Rd, in Wilmington, New Hanover County.
Latitude: 34° 12'40.61" N, Longitude: 77°49' 12.17" W
3. INVESTIGATION TYPE: D & F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit— 1/26/2022 Was Applicant Present—Yes, and agent
5. PROCESSING PROCEDURE: Application Received— 1/14/2022 (initial)3/3/2022(complete)
Office—Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan—City of Wilmington
Land Classification From LUP—Residential/Conservation
(B) AEC(s) Involved: CW, EW, PTA
Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing—N/A Planned—NA
(F) Type of Structures:
Existing—Bulkhead, breakwater sills, boat basin, access channel, 4-slip private docking facility.
Planned—Boat basin and access channel new and maintenance excavation.
(G) Estimated Annual Rate of Erosion: N/A Source- N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands 400 ft2
Maintenance Excavation
(B) Non-Vegetated Wetlands (Open water) N6c
660 ftion tt2(max)
aaxx)
Maintenance Excavation
14,230 ft2 (max)
(C) Other—High Ground —30,000 ft2
(D) Total Area Disturbed: —45,290 ft2 (-1.04 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No
8. PROJECT SUMMARY:The applicant proposes to perform maintenance excavation within the existing boat basin and
access channel to connect with the federally maintained AIWW. The access channel has existing coastal wetlands
that would be impacted with the maintenance excavation. The project also includes a small area of new excavation
within the established boat basin and the waterward end of the access channel.

303 Bradley Creek Point Rd., Joseph and Sandra Kittinger
Page Two
9. PROJECT DESCRIPTION
The project site is located at 303 Bradley Creek Point Road, near the Atlantic Intracoastal Waterway(AIWW),
Wilmington, in New Hanover County. To locate the project site from the Wilmington Regional Office (WiRO), travel
east approximately 1.8 miles on Eastwood Road and turn right on to Military Cutoff Road. Travel 0.6 miles on
Military Cutoff Road. and turn left onto Airlie Road. Follow Airlie Road for 0.7 miles and turn right on to Bradley
Creek Point Road., keep right for 0.12 miles and the property will be on the right.
The project site is currently maintained as a single-family residence located in a waterfront neighborhood directly
north of the mouth of Bradley Creek. The parcel is approximately 1.4 acres in size with approximately 346 feet of
shoreline, with a boat basin, 4-slip private docking facility, and access channel to the AIWW. The boat basin is
stabilized with a bulkhead and the access channel ranges in width from approximately 30'-40' wide and is located
between breakwater sills. The north breakwater is approximately 238' in length, coastal wetlands boarder the sill for
approximately 150',with the remaining approximately 88' in open water. The south breakwater is approximately 300'
in length boarding approximately 200' of coastal wetland with the remaining 100' in open water. The highground is
vegetated primarily with ornamentals and maintained lawn grass and according to the applicant the elevation of the
property is approximately 8 feet above normal high water (NNW). Coastal wetlands consisting primarily of Smooth
Cordgrass (Spartina alferniflora)fringe the edge of the boat basin and have migrated into a small area of the access
channel. Scattered clusters of oyster were noted during the January 26, 2022 site visit, however, the basin and
channel bottom are predominantly soft fluff mud devoid of active shellfish. The private docking facility consists of a
short access pier extending from the southern side of the property over the bulkhead and coastal wetlands into the
boat basin with a ramp extending to the north onto a 6' by 60' floating dock positioned parallel with the shoreline.
Three finger piers approximately 3' by 16' extend from the 60' floating dock perpendicular to the shoreline with a
larger 6' by 25'finger pier attached at the northern end of the 60' dock for a total of 4 slips.
State Permit No. 59-97 issued to Mr. Kittinger on May 6, 1997 authorized the bulkhead, breakwaters, maintenance
excavation, and a docking facility. The maintenance excavation footprint authorized included an approximately 60'
by 60' boat basin to a max depth of-4 mean low water (MLW) with the widest portion of the basin shown at 66' on
the drawings referenced in the permit. A 30'wide by 380' long access channel was authorized to a depth tapering to
a maximum of -5 MLW. The permit was conditioned to allow a minimum distance of 5' from the existing coastal
wetlands to excavation footprint. The Field Report cited photographic evidence of a maintenance event occurring
between 1978 and 1984. State Permit No. 59-97 was later modified on September 13, 1999 to expand the private
docking facility to the existing configuration. This permit expired on December 31, 2000.
State Permit No. 23-08 was issued to Mr. Kittinger on April 24, 2008 through the Express Permitting program to
modify the existing breakwaters to close the 1 foot gap every 10 feet, which were not constructed with overlapping
breakwater sections as depicted in the drawings referenced in State Permit No. 59-97, install a boatlift, and perform
maintenance excavation to include an area of coastal wetland approximately 400 ft2 in size located within the access
channel, inside the previously authorized excavation footprint. The excavation footprint authorized through State
Permit No. 23-08 was the same as State Permit No, 59-97 with the exception of a slightly deeper cut. A depth of-5
MLW and -5.5 MLW was authorized for the boat basin and access channel respectively. Instead of modifying the
breakwaters, a minor modification was issued on June 9, 2010 to allow new breakwaters to be constructed 6"inboard
of the existing with the same 1'gaps every 10'to match the existing gaps. State Permit No. 23-08 expired September
30, 2014. According to the property owner the maintenance excavation authorized through State Permit No. 23-08
was not performed.
The current City of Wilmington/New Hanover County Land Use Plan classifies the adjacent waters as Conservation,
and the adjacent high ground portion of the project area as R-20, Residential, The adjacent waters of the Wrightsville

303 Bradley Creek Point Rd., Joseph and Sandra Kittinger
Page Three
Recreation Area/AIWW are classified SB by the Division of Water Resources and are designated as Secondary
Nursery Area but are NOT designated as a Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries.
They are CLOSED to the harvest of shellfish.
PROPOSED PROJECT
The applicant proposes to perform maintenance excavation within the existing boat basin and access channel to
connect with the federally maintained AIWW. The access channel has existing coastal wetlands that would be
impacted with the maintenance excavation. The project also includes a small area of new excavation within the
established boat basin and the waterward end of the access channel. The dimensions of the proposed excavation
footprint in the existing boat basin range from 66' to 35' in width and 50' to 60' in length due to fringing coastal
wetlands, to a depth of -4 NLW. The previous boat basin excavation footprint authorized in State Permit 59-97
references a drawing that shows a maximum width of 66'; however, the Field Report and cdaits data indicate a 60'
maximum width. This 6' difference in width requested in the current application represents a small area of
potential new excavation, estimated at a max of 180 ft2. The dimensions of the proposed access channel range
from 23'to 34'in width and 430' in length to a depth of-4 NLW. The previously permitted access channel excavation
footprint was 380' in length with a max width of 30'. According to the applicant the proposed 50' increase in length
allows the excavation to connect to the-4 NWL contour and the 4' increase in width to 34' max would occur gradually
at the waterward end of the channel as a flared end. The extra 50' in length and 4' in width proposed at the end
of the access channel represents another small area of potential new excavation, estimated at a max of 480
ft2. Within this maintenance excavation footprint is a patch of Smooth Cordgrass (Spartina alterniflora) on the north
side of the channel, inside the breakwater approximately 32' by 12' or a maximum of 400 ft2 that would be impacted
by the proposed excavation. Both previous State Permits, 59-97 and 23-08 have authorized small amounts of similar
coastal wetland impacts. The applicant proposes to stay a minimum of 5'away from all other coastal wetlands during
excavation. According to the application, approximately 2,156 cubic yards (CY) of material would be removed using
a bucket to barge method and would be disposed of on a property owned by Shore Acres Company. located behind
DA 0248 or DA 0249. Prior to work commencing the applicant would submit a consent to cross authorization from
USACE. A letter of authorization from the disposal site property owner has been included in the application. Current
water depths in the boat basin range from-1'to-3'. Current water depths in the area of the proposed access channel
range from +1.5' to -3' NLW, depths were confirmed by DCM during the January 26, 2022 site visit (see Sheet 2 of
4).
10. ANTICIPATED IMPACTS
The excavation of the previously maintained boat basin and access channel would impact approximately 14,230 ft2
of Shallow Bottom. The areas of proposed new excavation would impact a maximum of 660 ft2 of Shallow Bottom.
Excavation of approximately 400 ft2 of coastal wetland within the previously maintained access channel would be
necessary to maintain historical use of the boat basin and has been previously permitted.An estimated total 2,156
CY of material will be disposed of impacting approximately 30,000 ft2 of highground outside of the 75'AEC.
Increases in turbidity can be expected during the construction process.
Submitted by: Katharine Elks Date: March 3, 2022 Office: Wilmington

Narrative
As acting agent for Joseph and Sandra Kittinger, I am submitting a CAMA Major Permit
Application for their property located at 303 Bradley Creek Point Rd, Wilmington, in New
Hanover County. The Kitzinger's have an existing boat basin,bulkhead, floating dock system and
access channel with a breakwater wall on each side leading to the AIWW. The basin and access
channel has had numerous maintenance dredging events over the years dating as far back as 1979
before the Kittinger's even owner the property which was authorized under various CAMA Major
and General Permits. The most recent CAMA Major Permit was in 2008 and unfortunately due to
an oversight it was allowed to expire.
The previous boat basin dredge footprint area measured approx. 60' by 60' to a final depth of-4'
@ normal low water (NLW) and the access channel measured 30' by 430' with final depths from
-4'@NLW adjacent to the basin to the -4'@NLW contour of the AIWW. The current proposal is
for the basin footprint area to vary from 35' to 66' in width by 50' to 60' in length to a final depth
of-4'@NLW. The reason for the change in the basin footprint is due to the existence of Coastal
Wetlands (primarily Spartina alterniflora) located along the perimeter of the basin, adjacent to the
bulkhead. The access channel dredge footprint will also vary due to the presence of Coastal
Wetlands from approx. 23' to 34' in width (34' will be a slight flare as it connects to the AIWW)
to a final depth of-4'@NLW and connect to approx. the-4' contour of the AIWW which is approx.
110' from the end of the northern breakwater. There is a small patch of Coastal Wetlands,primarily
Spartina alterniflora (approx. 400 sq. ft.) which is located along the north side of the breakwater
wall that does fall within the proposed dredge footprint. We are requesting that this small area be
allowed to be removed due to the extreme narrowing of the channel that it is causing in this area.
All excavation will be accomplished by bucket to barge as it has been accomplished in the past.
It should also be noted that the spoil disposal site will be located on private property, either
behind AIWW DA 0248 or AIWW DA 0249, both sites are owned by Shore Acres Corn. The
actual site will be determined once a dredging contractor has been determined and at that time, a
consent to cross agreement will be acquired from the CORPS and a letter of authorization from
the property owner and both will be submitted to DCM for approval prior to the commencement
of any work.
• The project proponent hereby certifies that all information contained herein is true, accurate,
and complete to the best of my knowledge and belief.
• The project proponent hereby requests that the certifying authority review and take action on
this CWA 401 certification request within the applicable reasonable period of time.
Please feel free to contact me if you have any questions or concerns.
REC v-ai C 1V 0)
FEB 0 4 N22
if ifff0;;, t!'; Yat, C7h1 NG
0CM Zvi. DOMM.-U111.

DCM MP-1
APPLICATION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
I. Primary Applicant/Landowner Information
Business Name Project Name(if applicable)
Applicant 1: First Name MI Last Name
Joseph Kittinger
Applicant 2: First Name MI Last Name
Sandra I Kittinger
If additional applicants,please attach an additional page(s)with names listed.
Mailing Address PO Box City State
303 Bradley Creek Point Road Wilmington NC
ZIP Country Phone No. FAX No.
28403 USA 910- 200 4226 ext.
Street Address(if different from above) City State I ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
QnE Contractor 1: First Name MI Last Name
Debbie Wilson
Agent/Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
16275 Wilmington NC
ZIP Phone No. I Phone No. 2
28408 910- 612 0402 ext. - - ext.
FAX No. Contractor#
Street Address(if different from above) City State ZIP
Email
debbiew75Ca)charter.net ' ECEiVED
<Form continues on back> JAN 14 2022
."';M \i'r14.2.."v.'CTON, NC

Form DCM MP-1 (Page 2 of 4) APPLICATION for
Major Development Permit
3. Project Location
County(can be multiple) Street Address State Rd.#
New Hanover 303 Bradley Creek Point Road
Subdivision Name City State Zip
N/A Wilmington NC 28403
Phone No. Lot No.(s) (if many, attach additional page with list)
910 200 4226 ext. R05700-003-012-000
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
White Oak AIWW
c. Is the water body identified in(b)above,natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ['Manmade ❑Unknown AIWW
e. Is proposed work within city limits or planning jurisdiction? f. If applicable,list the planning jurisdiction or city limit the proposed
®Yes ONo work falls within.
Wilmington
4. Site Description
a. Total length of shoreline on the tract(ft.) b. Size of entire tract(sq.ft.)
346' 61,420
G. Size of individual lot(s) d. Approximate elevation of tract above NHW(normal high water)or
NWL(normal water level)
1.41 acres ,
(If many lot sizes,please attach additional page with a list) 8' ®NHW or❑NWL
e. Vegetation on tract
Ornamental landscaping and lawn grasses
f. Man-made features and uses now on tract
Single family residence, bulkhead, private residential docking facility and 2 breakwater walls.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Residential
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
(Attach zoning compliance certificate,if applicable)
Residential R-20 ®Yes ❑No DNA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ['Yes No
k. Has a professional archaeological assessment been done for the tract? If yes,attach a copy. Dyes No DNA
If yes,by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a DYes No DNA
National Register listed or eligible property?
yip . i
<Form continues on next pages
iAN 1 4 2022
NIG
t3ti ,sastalrnaiiagernci

Form DCM MP-1 (Page 3 of 4) APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ❑No
(ii)Are there coastal wetlands on the site? ®Yes ❑No
(iii)If yes to either CO or(ii)above,has a delineation been conducted? ®Yes ❑No
(Attach documentation,if available) See site plan
n. Describe existing wastewater treatment facilities.
Municipal
o. Describe existing drinking water supply source.
Municipal
p. Describe existing storm water management or treatment systems.
City Storm Water
5. Activities and Impacts
a. Will the project be for commercial,public,or private use? DCommercial ❑Public/Government
®Private/Community
b. Give a brief description of purpose,use,and daily operations of the project when complete.
Private residential docking facility and boat basin.
c. Describe the proposed construction methodology,types of construction equipment to be used during construction,the number of each type
of equipment and where it is to be stored.
Mechanical bucket to bardge excavation.
d. List all development activities you propose.
04 at-t1
Maintenance excavation of an existing boat basin and entrance channel.
i—ttG 1 l 21°-�.�-
e. Are the proposed activities maintenance of an existing project,new work,or both?
Maintenance - Vt.)-1-1A ime ttA-}-e v, e:z--
f. What is the approximate total disturbed land area resulting from the proposed project? ❑Sq.Ft or®Acres
1.0
g. Will the proposed project encroach on any public easement,public accessway or other area ['Yes No DNA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
None proposed.
i, Will wastewater or stormwater be discharged into a wetland? ['Yes No DNA
If yes,will this discharged water be of the same salinity as the receiving water? ['Yes ❑No ®NA
j. Is there any mitigation proposed? ❑Yes No ❑NA
If yes,attach a mitigation proposal.
<Form continues on back>
JAN 14 2022
tz s�03 1-888-4RCOAST WAN r_ _.t, ,.

Form DCM MP-1 (Page 4 of 4) APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1)the following items below,if applicable,must be submitted in order for the application
package to be complete. Items(a)—(t)are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate,dated work plat(including plan view and cross-sectional drawings)drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps,plats,drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed(with state application only)or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. 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.
Name Bradley Creek Point Holdings, LLC Phone No.
Address 305 Bradley Creek Point Road, Wilmington, NC 28403
Name Beane Wright Partners, LLC Phone No.
Address P. O. Box 1039, Wrightsville Beach, NC 28480
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers,permittee,and issuing dates.
CAMA Permit# 54-79 issued to CK Equities, Inc on 3/18/82, CAMA Permit#59-97 issued to
Joseph Kittinger on 5/6/97 and CAMA Permit#23-08 issued to Joseph Kittinger.
h. Signed consultant or agent authorization form,if applicable.
i. Wetland delineation,if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C.Environmental Policy Act(N.C.G.S. 113A 1-10),if necessary. If the project involves expenditure
of public funds or use of public lands,attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. 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 the conditions and restrictions contained in the permit.
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.
Date 12/6/21 Print Name Debbie Wilson, Agent
Signature 727.4644-
6e)the
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development .1ECE1VIti_J
❑DCM MP-4 Structures Information
JAN 1 4 2022

Form DCM MP-2
EXCAVATION and FILL
(!Except for 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. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL) stabilization)
Length •
430' i -so'
•
Width
23' - 34' 35' -66'
Avg.Existing NA NA
Depth -1.3' _1.9'
Final Project NA NA
Depth -4' -4'
1. EXCAVATION — ❑This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
SUI
2,t 5.6 ev
c. (i)Does the area to be excavated include coastal wetlands/marsh d. High-ground excavation in cubic yards.
(CW),submerged aquatic vegetation(SAV),shell bottom(SB),
or other wetlands(WL)? If any boxes are checked,provide the None
number of square feet affected.
®CW 400 so.ft. ❑SAV ❑SB
OWL ❑None
(ii)Describe the purpose of the excavation in these areas:
To remove existing Spartina alterniftora which has migrated
into the existing access channel dge to sand filling in the channel
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Shore Acres Company property,adjacent to DA 0248 or DA 0249 150'x 200'
c. (i)Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
Oyes No DNA RYes ❑No DNA
(ii)If no,attach a letter granting permission from the owner. (ii)If yes,where?
e. (i)Does the disposal area include any coastal wetlands/marsh f. (I)Does the disposal include any area in the water?
(CW),submerged aquatic vegetation(SAV),shell bottom(SB), Oyes 2No DNA
or other wetlands(WL)? If any boxes are checked,provide the
number of square feet affected. (a)If yes,how much water area is affected?
❑CW ❑SAV ❑SB
OWL ®None
(ii)Describe the purpose of disposal in these areas:
RECEIVED
FEB 0 4 202?.

3. SHORELINE STABILIZATION This section not applicable
(If development is a wood groin, use MP-4—Structures)
a. Type of shoreline stabilization: b. Length:
['Bulkhead ❑Riprap ❑Breakwater/Sill DOther:___.... Width:
c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL:
e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12
months?
Oyes ❑No ❑NA
(ii)If yes,state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level. h. Type of rill material,
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? Elves ❑No DNA b. (i)Will fill material be placed in coastal wetlands/marsh(CW),
If yes, submerged aquatic vegetation(SAV),shell bottom(SB),or
(ii)Amount of material to be placed in the water other wetlands(WL)? If any boxes are checked,provide the
number of square feet affected.
(iii)Dimensions of fill area ❑CW ❑SAV ❑SB
(iv)Purpose of fill OWL ❑None
(ii)Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used(e.g.,dragline,
controlled? backhoe,or hydraulic dredge)?
Existing berms and silt fence Bucket to barge dredging and off loaded at disposal site
by skid-steer.
c. (i) Will navigational aids be required as a result of the project? d. (i) Wilt wetlands be crossed in transporting equipment to project
Dyes ®No DNA site? Oyes No LINA
(ii)If yes,explain what type and how they will be implemented. (ii)If yes,explain steps that will be taken to avoid or minimize
environmental impacts.
12/6/21 Debbie Wilson,Agent for Joseph & Sandra Kittin�er
Date Applicant Name
KittingRr Z02. 644i, 0944-&frL
Project Name Applicant Signature BAN 1 4 2022

0:44V •
ROY COOPER 4
Governor '' Sr is`
D ELIZABETH S. BISER € .Secretary - -t:; f
BRAXTON DAVIS NORTH CAROLINA
Director Environmental Quality
March 4, 2022
Debbie Wilson
P.O. Box 16275
Wilmington, NC 28408
Dear Ms. Wilson:
The Division of Coastal.Management hereby acknowledges receipt of your application, as acting agent for Joseph
and Sandra Kittinger,for State approval for development of the subject property located at 303 Bradley Creek Point
Road, adjacent to the Atlantic Intracoastal Waterway(AIWW), in Wilmington,in New Hanover County. It was
received as complete on March 3, 2022 and appears to be adequate for processing at this time. The projected
deadline for making a decision is May 17, 2022. An additional 75-day review period is provided by law when such
time is necessary to complete the review. If you have not been notified of a final action by the initial deadline stated
above,you should consider the review period extended. Under those circumstances,this letter will serve as your
notice of an extended review. However, an additional letter will be provided on or about the 75th day.
If this agency does not render a permit decision within 70 days from March 3, 2022, you may request a meeting with
the Director of the Division of Coastal Management and permit staff to discuss the status of your project. Such a
meeting will be held within five working days from the receipt of your written request and shall include the property
owner,developer, and project designer/consultant.
NCGS 113A-119(b) requires that Notice of an application be posted at the location of the proposed development.
Enclosed you will find a"Notice of Permit Filing" postcard which must be posted at the property of your proposed
development. You should post this notice at a conspicuous point along your property where it can be observed from
a public road. Some examples would be: Nailing the notice card to a telephone pole or tree along the road right-of-
way fronting your property;or at a point along the road right-of-way where a private road would lead one into your
property. Failure to post this notice could result in an incomplete application.
An onsite inspection will be made, and if additional information is required, you will be contacted by the appropriate
State or Federal agency. Please contact me if you have any questions and notify me in writing if you wish to receive
a copy of my field report and/or comments from reviewing agencies.
Sincerely,
r.
t,
Katharine Elks
Field Representative
cc: Cameron Luck, DCM Kathryn Thurston, City of Wilmington
USAGE Holley Snider, DWR
Christine Bouffard, LPO Joseph and Sandra Kittinger, Applicant
NorihWilmi CarolinangtOf Car
Depart! 127 ment doinalf EnvirDorive nmentalExtension QualityWilmington,I Division oNr CoastalorthCarplina 28 Miana cem405ent
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910.796.7215

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ROY COOPER i Governor + "
ELIZABETH S.BISER `` ,=n'- a
Secretary {`��w�e {-
BRAXTON DAVIS NORTH CAROLINA
Director Environmental Quality
March 4, 2022
[e-mail]
2 Pages
Star News
Legal Advertisement Section
Re: Major Public Notice for:
• Martin Gilmore & Christopher Wilson
• Dennis Duke
• Joseph & Sandra Kittinger
Hello: Please publish the attached Notice in the Wednesday, March 9, 2022 issue.
The State Office of Budget & Management requires an original Affidavit of Publication prior
to payment for newspaper advertising.
Please send the original affidavit and invoice for payment to Tanya Pietila at the NC Division
of Coastal Management, 127 Cardinal Drive Extension, Wilmington,NC 28405, 910-796-7226
(Customer No. 489895).
Thank you for your assistance in this matter.
cerely,
0
A, anya 'y�'ietila
Permitting Support& Customer Assistance
cc: MHC Files
Cameron Luck— MHC
USACE
D_E QO North Carolina Department of Environmental Quality I Division of Coastal Management
Wilmington Office 1127 Cardinal Drive Extension I Wilmington,North Carolina 28405
N( TH auea_mu
a Enroonadobl Nod 910.796.7215

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environmental Quality hereby gives public notice as required by NCGS
113A-119(b) that the following applications were submitted for a development permits in Areas of
Environmental Concern as designated under the CAMA: On February 27, 2022, Marin Gilmore &
Christopher Wilson proposed to replace the existing two (2) slip docking facility associated with
Z.
121 Beach Rd. South & construct a new tie-(3f slip facility that would cross the shared riparian
line, resulting in three (3)formalized slips in one riparian corridor at 121 & 123 Beach Rd. South
adj. to a manmade canal on Figure Eight Island, Wilmington, New Hanover County; On March
2, 2022, Dennis Duke proposed to reconfigure & expand an existing docking facility to a total of
four(4) slips at 8504 Bald Eagle Ln, adj. to the AIWW in Wilmington,New Hanover County;And
on March 3,2022,Joseph &Sandra Kittinger proposed to perform maintenance excavation within
an existing boat basin & access channel to connect with the AIWW with associated wetland
disturbance at 303 Bradley Creek Point Rd., adj. to the AIWW in Wilmington, New Hanover
County. Copies of these applications can be examined or copied at the office of Katherine Elks N.C.
Dept. of Environmental Quality, Division of Coastal Management, 127 Cardinal Drive Ext.,
Wilmington,NC 28405, [phone] during normal business hours.
Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400
Commerce Avenue, Morehead City,NC 28557-3421, prior to March 30, 2022 will be considered
in making the permit decision. Later comments will be accepted and considered up to the time of
permit decision. Project modification may occur based on review & comment by the public and
state and federal agencies. Notice of the permit decision in these matters will be provided upon
written request.
D_E Q)--A North Carolina Department of Environmental Quality I Division of Coastal Management
Wilmington Office 1127 Cardinal Drive Extension I Wilmington,North Carolina 28405
NORTH Cuaouw+.
oae■Enei,..vent.Iwra, 910.796.7215

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit: \�), C-t1•tc tr( P
[ ) l
Mailing Address: ft:`,3 IC' /
\rj.; 11-. iV , NL ,� '
Phone Number: qv), --Li Z2 e-4
Email Address: #1 l l 1 +� j -D`i-'`: 1'1e F-t1 CO
I certify that I have authorized Debbie Wilson, Agent
Agent/Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development:
/7, ,,)I 74.e p/ 01L.eG, cgc49 }io,✓
at my property located at .. '.7 ' Cf.„I Y `P(1( rci) l:
in ul County. 2 g-t Li
I furthermore certify that I am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the aforementioned lands in connection with evaluating information related to this
permit application.
Property Owner Information:
//47
/� Sig u e�
A A It ►t�' 1 tt . s_Y� i114.4tt , ) �C� � + �`c:` f.
Print or Type Warne
Title
IC: l 2H- :?c-= 1
Date
RECEIVED
9r- 7
This certification is valid through 2- 1 -1 l
1
JAN z 4 2022
DOM Wif_MINGIONJ, NC

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From: "Adam Knierim" <[e-mail]>
To: "Debbie" <[e-mail]>
Cc:
Bcc:
Priority: Normal
Date: Thursday December 30 2021 8:21:31AM
Fwd: Disposal Site Request= Kittinger Maintenance Dredging
Forwarded message
From: Michael Bostic<[e-mail]>
Date: Mon,Jul 26, 2021 at 10:03 AM
Subject: Re: Disposal Site Request- Kittinger Maintenance Dredging
To: Adam Knierim <[e-mail]>
Adam,
Do you have permission to dispose of the Kittinger project spoils on the island. Please give notification a week prior to
starting work. Feel free to contact me if you have any questions or concerns.
Thanks,
Sent from my iPhone
> On Jul 22, 2021, at 8:23 AM, Adam Knierim <[e-mail]>wrote:
> Michael,
> Hope all is well. 1 wanted to touch base on the Kittinger Project and request written authorization for placement of
approximately 3,450cy of dredge spoil in the Beane Disposal Area. Similar to past requests, an emailed response
granting permission for placement will suffice for permitting purposes. Please give me a call if you have any questions
or concerns. Thanks again and have a great week.
>
> --
> Adam C. Knierim
> President
> Maritech, LLC
> 108 Circle Drive
>Hampstead, NC 28443
>office 910.270.4058
> field 910.297.7710
> fax [phone]
Adam C. Knierim, M.S.
President/Coastal Geologist
Maritech, LLC
108 Circle DriveRECEIVED
Hampstead,NC 28443
office 910.270.4058
field 910.297.7710 JAN 1 4 2022
fax [phone]
0CM W1LMlNG'i ON, 1'1C

90U�. "•1Gf
� � l RECUT)i AstiYECtnEe
3 �1 1 5 8 A/ sit.a ru`�_'t f
1280.oa ►IEW HANoVER i:a tic
Aft 28 3 53 111 '81
PREPARED BY: Kenneth A. Shanklin
317 Chestnut Street
Wilmington, North Carolina 28401
(919) 763-2971
R434/KASR5
STATE OF NORTH CAROLINA )
WARRANTY DEED
COUNTY OF NEW HANOVER
THIS DEED, made this the 244day of 1987, by
and between C. K. EQUITIES, INC. , Trustee, - North Carolina
corporation, with its principal place of business being
located in New Hanover County, North Carolina, hereinafter
referred to as "GRANTOR"; and JOSEPH W. KITTINGER and wife,
SANDRA P. KITTINGER, of the County of New Hanover, State of
North Carolina, hereinafter referred to as "GRANTEES", with
a mailing address of ,p3 dbodAgt Cpe,ek Poiril keu(
Wilmington, North Carolina a5 d3
WITNESSETH;
THAT the Grantor, for valuable consideration paid by
the Grantees, receipt of which is hereby expressly acknowl-
edged, has and by these presents does grant, bargain, sell
and convey unto the Grantees, their heirs and assigns, all
of the following lot or parcel of real property situated in
Harnett Township, New Hanover County, North Carolina, and
being more particularly described as follows: h
-vuu
BEGINNING at an iron pipe in the southwestern line l 2 w : l )
+
of the old Wright exception that is South 42 f
1�){.� degrees 45 minutes East along said line 259.6 feet 4 ��,�
from an old stone marked "W", the western-most p �corner of said exception, which said stone is �n
located South 43 degrees 27 minutes West 105.35
feet from another old stone marked "W", the m D
northern-most corner of said exception, this stone
being South 43 degrees 27 minutes West 17.0 feet
from a point in the center of State Road No. 1411
(formerly U.S. 74-76 and N.C. 20) that is 372.0 �Y/..
feet northwestwardly along the center of said road � N ma,
from the northwestern end of Dead Man's Curve at "'
Wrightsville Sound; running thence from said °p u
Beginning point South 43 degrees 27 minutes West `Du?
150.33 feet to an iron pipe; thence South 42 v`"
degrees 45 minutes East and parallel with the
Wright line 400.0 feet to an iron pipe at the high l l l! l l f
RETURNED TO Pt rKG 00
Pa J512142.4
•
JAI\ 1 4 2022
. J.

0000 PAP'
1372 1559
water line of said sound; thence the same course
continued to the low water line of said sound;
thence northeastwardly along said low water line
150 feet, more or less, to its intersection with
the southwestern line of the Wright exception;
thence North 42 degrees 45 minutes West along the
southwestern line of the Wright exception to an
old stone marked "W" at the high water line of
said sound; thence North 42 degrees 45 minutes
West along said Wright line 400.0 feet to the
point of Beginning; the same containing 1.38 acres
of high land and being a portion of the Herbert R.
Latimer tract on Wrightsville Sound; being the
same lands described in a certain deed to Meares
Harriss, Jr. and wife recorded in Book 797 at Page
568 in the New Hanover County Registry and Tract
No. 1 described in a certain deed to C. K.
Equities, Inc., Trustee, recorded in Book 1187 at
Page 1081 of the New Hanover County Registry.
TOGETHER WITH an easement and right-of-way previ-
ously reserved by C. K. Equities, Inc., as Trust-
ee, in that certain deed from C. K. Equities, Inc.
to David Michael Cline and wife, Patricia Hearn
Cline, dated October 30, 1985 and recorded in Book
1307 at Page 860 of the New Hanover County Regis-
try, for itself and its successors and assigns,
for the purposes of ingress and egress over and
across the easement area described below for
access to the above described property (being the
same property described in Book 797 at Page 568 of
the New Hanover Registry and furthermore, de-
scribed as Tract 1 of that certain deed to the
Grantor described in Book 1187 at Page 1081 of the
New Hanover County Registry) and for purposes of
the installation of utilities. This easement,
being 20 feet in width, runs from Bradley Creek
Point Road along the entire southern line of the
"Cline Tract' conveyed by C. K. Equities, Inc. , as
Trustee, to David Michael Cline and wife, Patricia
Hearn Cline, recorded in Book 1307 at Page 860 of
the New Hanover County Registry (being the same
tract conveyed by deed from S & G Prestress
Company to Meares Harriss, Jr. and wife, recorded
in Book 942 at Page 216 of the New Hanover County
Registry) , the southern line of said 20 foot
easement being the southern line of the Cline
Tract from the beginning point of said tract to
the northeastern corner of the old Harriss Tract
and the northern line of said 20 foot wide strip
-2-
!1
1

BOW' pea
1372 Ib6O
being located 20 feet northwardly from the south-
ern line of said strip when measured at right
angles thereto, running parallel with said south-
ern line of the property described in Book 942 at
Page 216 of the New Hanover County Registry from
said Bradley Creek Point Road (Map Book 10 at Page
27 of the New Hanover County Registry) to the
easternmost line of the property described in Book
942 at Page 216 of the New Hanover County Regis-
try.
Together with and subject to the access for
ingress and egress over all of Bradley Creek Point
Road (private) as shown on a map recorded in Map
Book 10 at Page 27 of the New Hanover County
Registry.
R42$/KASR5
TO HAVE AND TO HOLD the above described premises
together with all and singular the rights, privileges,
easements, tenements, duties and obligations and appurte-
nances thereunto belonging or in any way appertaining unto
Grantees, their heirs and assigns, in fee simple, FOREVER.
And, the Grantor for itself, its successors and as-
signs, covenants with the Grantees, their heirs and assigns,
that the Grantor is seized of the premises in fee simple,
has a right to convey the same in fee simple and the title
is marketable and free and clear of all encumbrances, except
as stated hereinbelow, and that the Grantor will warrant and
defend the title against the lawful claims of all persons
whomsoever, except for the exceptions hereinafter stated.
The property so conveyed is subject to:
1. Restrictive Covenants, if any, applicable to
this lot;
2. Easements to public utilities of record;
3. Ad valorem taxes for the year 1987 and
thereafter;
4. Zoning and/or Subdivision Ordinances and
Regulations adopted by the County of New Hanover; and
5. Grantor does not warrant the title to any
portion of the premises herein described and conveyed
that may be below the high water mark of waters adjoin-
ing this tract.
-3-
JAN 1 4 202c
Jit

BO!)r PAGE
1372 1 561
IN WITNESS WHEREOF, the Grantor has caused this instru-
ment to be executed in its corporate name by its duly
agthor.ieed officers and its corporate seal to be hereunto
', ''.tf. t r d all by authority of its Board of Directors, the day
': liVY adr first above written.
1,C,11,11)::t...Fd''<t • . C. K. EQUITIES INC. Trustee
a° 'lb `; �� a North Carolina fr ••.. .: a, potation
•
' a 1 4,:ate Seal)
C
SY: ;#01iVi›e'l
S•:42.,..;IP1' . 4�. ,•. Pres dent
'icy. -1-
1.1
• 'r-.`j; c Cretary
** ** ** ** ** **
STATE OF .J1ASSACH(JSS rTS
COUNTY OF ESSEX,
I, Gary B. Gozycki E , a Notary Public in
and for the aforesaid State and ms County,
do hereby certify that WANDA H. CARLBERG, personally ap-
peared before me this day and acknowledged that she is the
Secretary of C. K. EQUITIES, INC., a North Carolina corpo-
ration, as Trustee, and that by authority duly given and as
the act of the corporation, the foregoing instrument was
signed in its name by its President, sealed with its corpo-
rate seal and attested by herself as its Secretary.
Witness my hand and official stamp or seal, this the
2Otltiay of April , 1987. c
Notary P lic
My Commission expires• ;. .,.,, _:
MyOOMMIBSIONEXf�O lb,I"
�'`',•''';;y : G :f:-
STATE OF NORTH CAROLINA
_ New Hanover County
. The F ragoin _Certificate f
is teat ted to be torte t.
•
Thi3 the.2 _ day of .L- 3 '
kcca - k ..Reg. i W Deeds •
B -
r -- JAN 1 4 7[

,,
Y;
BOur. -a•,t
1511 1590
Return: Div. Marine Fisheries. Submerged Lands, PO Box 769, Morehead City, NC 28557
STATE OF NORTH CAROLINA TAX I.D. NO. 57.00 003 Oft COO
NEW HANOVER COUNTY
IN RE CLAIM OF ) DECLARATION OF FINAL
Joseph W. Kittinger and wife, ) NEq0UiTION OF
Sandra P. Kittinger ) cum' TO SUBMERGED LAND
TARE NOTICE:
1. Pursuant to G.S. 113.205, 113-206 and the rules promulgated thereunder,
the Secretary of the North Carolina Department of Environment. Health, and Natural
Resources, through his designee, the Director of the Division of Marine Fisheries,
has issued a final resolution pursuant to G.S. 113-206 and 15 NCAC 1G.0103 concern-
ing the submerged lend claim originally filed by Meares Harries, Jr. and wife, Mary
Kirby Harriss.
2. The lands subject to this final resolution are limited to those submerged
lands which were claimed by Meares Harries, Jr. and wife, Mary Kirby Harriss
pursuant to C.S. 113-205 and are described more fully in the following:
40 Deed Book 1372 Page 1558, New Hanover County Register of Deeds
3. As the successor in interest to the original claimant, Meares Harries, Jr.
and wife, Mary Kirby Harriss, the current claimants, Joseph V. Kittinger and wife,
Sandra P. Kittinger, asserted title to the submerged lands covered by the claim.
.
' « 4. The interest now claimed by Joseph W. Kittinger and wife. Sandra P.
vKittinger in the lands described has been denied. This final resolution does not
5 affect or impair the common law riparian or littoral rights running with lands
i g located above the mean high water mark.
5. Notice of this final resolution has been duly served on Joseph W.
Kittinger and wife, Sandra P. Kittinger by certified mail.
6. The Secretary directs that this declaration be recorded under Joseph W.
Kittinger and wife, Sandra P. Kittinger in the grantor index and cross-indexed under
the State of North Carolina in the grantee index in the NEW HANOVER County Register
of Deeds.
This the 6 day of ist . , 19 go .
WILLIAM V. COBEY, JR.
Secretary�
REcJhw := a•. •,::tiriED By: G/.s!.lcw.4 •. .e -.
REBEC�.:,r.'Esc:. ER 8e William T. Hogarth. Ph.D., Director
RECiv'- • 'F' North Carolina Division of Marine
NE,''..
Fisheries Department of Environment,
SEP 21 II 08 El ',7O 0 Health, and Natural Resources
Pursuant to 15 NCAC 10.0103(3)
•
JAN: 1 4 ?U?
193602 .

•
•
1511 ISiI
• THIS INSTRUMENT APPROVED AS TO FORK by THE ATTORNEY GENERAL'S OPPICE
LACY H. THORNBURG
Attorney General
11 w
By: . thicll......
Latent Attorney G ral
NO g OLINA
(��4.4.10.4t0....
����' COUNTY
I, a[. .10.4t L., , A Notary Public. In and for the said County and
State, do hereby certify t Dr. William T. Hogarth personally known to me, person-
ally appeared before me this day in said County and State and duly acknowledged the
due execution of the foregoing instrument of writing for the ,�ryp�o}sea the ein
expressed. Witness my hand and official seal this the 10 day of '�"I"' • 19 b.
•°:.,..,1:'•L•.A'�;) � L.
.�-f.. . Notary Pub
My C.dniihs Tres
r:Pr 'ly';; ik"
NORTH CAROLINA
New 143eir dt✓ COUNTY
•
The foregoing certificate of Jeanne L. Azafeono a Notary Public of
County, State of North Carolicd, is certified to be correct.
This instrument was presented for registration this day and hour and duly recorded
In the office of the Register of Deeds of County, North Carolina
in Book Page
This 2i _ day of p , 19 , at o'clock It
B Regis er um Deeds
JAN 1 4 202
9
2 _
• f

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(_ - • ,,_, •, i •'S ,... tom-... 44 t ,4-.4j
y * � �- =,
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1\Xw4r i /,�,�.- =.`, - — ` New Haan ver County,NC
\ 0c4
4
Joseph &Sandra Kittinger
CLAN 1 4 2022 303 Bradley Creek Point Road
Wilmington, New Hanover County
Prepared By: Debbie Wilson
12/6/21 Scale: NTS
Sheet 1 of 4

Existing Conditions Joseph & Sandra Kittinger
303 Bradley Creek Point Road
Wilmington, New Hanover County
Drawn By: Debbie Wilson
Beane Wright Partners, LLC 1216/21 Scale: 1" = 30'
R05700-003-063-000 Sheet 2 of 4
P.O. Box 1039
Wrightsville Beach, NC 28480 , E 0.
A
4. ik
\ k ° a Existing Water Depths
- __� , - iw. t Relative to N.LW
Marsh z -4' Contour is 110' from end
k of northern breakwater
Joseph & Sandra Kittinger A *
303 Bradley Creek Point Road
Wilmington, NC 28403 A
*
Existing Bulkhead Nx. . 175' to AIVVVV '
ow. 1 E { Exlstin, Setback -3'
Vc- • Marsh ,- ' * ' Breakwater -2'
'
-1.2' '--Existing -2.5'
Existingulkhead k r4 -0.5' - -2.2'
A A -2' '1' -2
-2' -i 7' k k Existing Entrance Channel -2.2' -g
P. A ••rr :fK �c .
3 i3{Q
' 7i1 1.1 4 E 0.75' -1' ' 1 0.5' ::: :Mer
0.5' 025'Existing _2.
IT--3 -2.9' Basin -2, -0.5' -0.5' -0.8' r
•
-2.2' -1.9' -0.5` 4-
-2' -0.5'
'a -2.1' -1.3' 0, f
*- ii • A A
A -
' InNIAlgt A E Marsik E 4
Existing Bulkhead
t. Upland �_.� 0 y
Bradley Creek Point Holdings, LLC Ari
305 Bradley Creek Point Road Marsh RECEIVED
Wilmington, NC 28403 k
F A * * * JAN 2 8 ?II.:
• * F DCM WILMINGTON, NC,
•
xisting Pier v.
1 0 **Ce 4

Joseph & Sandra Kittinger
Proposed Maintenance Excavation 303 Bradley Creek Point Road
Wilmington, New Hanover County
Drawn By: Debbie Wilson
12/6/21 Scale: 1" = 30'
Beane Wright Partners, LLC Sheet 3 of 4
R05700-003-063-000
P.O. Box 1039 iz
Wrightsville Beach, NC 28480 4 0
E 4 w Red Hatched Area is the Proposed
\ Maintenance Excavation Footprint
< -4' @ NLW within Basin
/ to -4' Contour of the AWN
Marsh z
z
Joseph & Sandra Kittinger '
303 Bradley Creek Point Road 4.
Wilmington, NC 28403
175'ToAI_
Existing Bulkhead - 430' to -4' con our --Setbackfrom
~- Breakwafe ,
i Marsh', of AIWW ;� --Brea wat
NN.0 NA.
, N
V 6' Existin - ,- "-� . 34
{s qg E Bulk ead f .k---c* Y ! N N 33'
i
Sh `t Existin nuance Channel \N
m NH !� ` 30' \ `. 130'
5' 50' E [u _ F \ . �., Existin. ---
',a ego. A- 1 8' D
o I - Breakwater
:NN ,-„,,
' J
35 r
r �.66 62, 23' �'\ 24' '', `,r �!_
0 I
4. E. Hof 4 *Marsh HW �! �,f
Existing Bulkhead - n. r
P Upland g.� 1\' �
L E. H W k E o co o
Bradley Creek Point Holdings, LLCMo
305 BradleyCreek Point Road Marsh
\ o
Wilmington, NC 28403 k
F E RECEIV.E°
A- �r MAR 03 2022
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Existing Pier J4J 1

X-Sections
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existing _Grade y
Water Depths Relative to MLW
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CUT 3'
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-30' 0 30'
Typical Basin X-Section
NTS
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-2'
Water Depths Relative to MLW
CUT -�•-3'
•
_4'
5'
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-15' 0 15' RECEIVED
Typical Access Channel �
NTS BAN1Q22
D cm ,:
Joseph&Sandra Kittinger
303 Bradley Creek Point Road
Wilmington,New Hanover County
Drawn By:Debbie Wiison
1216/21 Scale;NTS
Sheet 4 of 4
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_=--,- STATE of
MpY o 17, 0��1
ROY COOPER - `-A
Governor
ELIZABETH S.BISER ` r 1z _-
Secretary *fn`Q +si`°Ea*_"
BRAXTON DAVIS NORTH CAROLINA
Director Environmental Quality
March 4, 2022
MEMORANDUM:
FROM: Cameron Luck, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
cameron.luck©NCDENR.gov
SUBJECT: D & F
Applicant: Joseph & Sandra Kittinger
Project Location: 303 Bradley Creek Point Rd., adj. to AIWW in Wilmington, New Hanover County.
Proposed Project: The applicant proposes to perform maintenance excavation within the existing
boat basin and access channel to connect with the federally maintained AIWW.
The access channel has existing coastal wetlands that would be impacted with
maintenance excavation. The project also includes a small area of new
excavation within the established boat basin and waterward end of the access
channel.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Cameron Luck at the address above by March 30, 2022. If you have any
questions regarding the proposed project, contact Katharine Elks at [phone] when appropriate, in-
depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
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.
PRINT NAME
AGENCY
SIGNATURE DATE
D_E Q North Carolina Department of Environmental Quality . Division of Coastal Management
Wilmington Office 1 127 Cardinal Drive Extension I Wilmington,North Carolina 28405
NORTH CAROLINA
Deperh e t of Environmental Quality 910.796.7215

Major Permit Fee Schedule
Project Name:YillUI� 1�Wr, Off County: N Check No &Amount:
WICV41, i4CC sy Sq oa
Development Type Fee DCM % DWQ
(14300160143510009316256253) (2430016024351000952341)
I Private, non-commercial development,
that does not involve the filling or $250 100% ($250) 0% ($0)
excavation of any wetlands or
open water areas:
II. Public or commercial development that
does not involve the filling or excavation $400 100% ($400) 0% ($0)
of any wetlands or open water areas:
Ill. 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). Private, non-commercial
development, if General Water Quality $250 100% ($250) 0% ($0)
Certification No.4175 can be applied:
III(B). Public or commercial development,
if General Water Quality Certification $400 100% ($400) 0% ($0)
No.4175 can be applied:
III(C). If General Water Quality
Certification No.4175 could be applied,
but 1CM staff determined that additional $400 60% ($240) 40% ($160)
review and written DWQ concurrence is
needed because of concerns related to
water quality or aquatic life:
III(D). If General Water Quality C$406M 60% ($240) 40% ($160)
Certification No.4175 cannot be applied.
IV Development that involves the filling
and/or excavation of more than one acre $475 60% ($285) 40% ($190)
of wetlands and/or open water areas: