20161257 Ver 1_CAMA Application_20161221

Coastal Management
ENVIRONMENTAL QUALITY
December 13, 2016
TO:
%01 61 257
Karen Higgins
401 & Buffer Permitting Unit
DWR/Water Quality Permitting
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
BRAXTON DAVIS
Director
FROM: Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats(aD-ncdenrgov
Fax: [phone] (Courier 04-16-33)
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Mark and Roxann Knierim
Project Location: 172 Olde Point Rd., adjacent to Old Topsail Creek, in Hampstead
Pender County
Proposed Project: to construct a new private docking facility, and to perform maintenance
dredging within the existing canal/creek
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by January 5, 2017. If you have any
questions regarding the proposed project, contact Jason Dail 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.
SIGNED DATED
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I. APPLICANT'S NAME: Mark and Roxann Knierim
2. LOCATION OF PROJECT SITE: 172 Olde Point Road, adjacent to Old Topsail Creek,
in Hampstead, Pender County.
Photo Index — 2006: 26-6635, W, X-4 Lat: 34022'18.55"N Long: 77040'08.48"W
3. INVESTIGATION TYPE: CAMA/Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit —10/27/2016
Was Applicant Present —No
5. PROCESSING PROCEDURE: Application Received — 9/6/16, completed on 12/9/16
nR FnC;Fn FIT I RD OTHER
(A) Vegetated Wetlands - Coastal
Office - Wilmington
6. SITE
DESCRIPTION:
(A)
Local Land Use Plan — Pender County
Land Classification from LUP — Developed / Conservation
(B)
AEC(s) Involved: EW, PT, ES, CW
(C)
Water Dependent: Yes
(D)
Intended Use: Private
(E)
Wastewater Treatment: Existing - Septic
Planned - None
(F)
Type of Structures: Existing — None
Planned — Pier and docking facility
(G)
Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
nR FnC;Fn FIT I RD OTHER
(A) Vegetated Wetlands - Coastal
(B) Non -Vegetated Wetlands
7,500 sq. ft.
832 sq. ft.
(Open water
(incorporated)
(C) Other — High ground
40,000 sq. ft.
(D) Total Area Disturbed: 48,332 sq. ft. (1.10 acres)
(E) Primary Nursery Area: No (dredge footprint), Yes (adjacent marsh)
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The applicant proposes to construct a pier, gazebo and docking facility,
as well as perform maintenance dredging within the existing canal/creek.

Mark and Roxann Knierim
Page 2
9. PROJECT DESCRIPTION:
The project site is located at 172 Olde Point Road, adjacent to Old Topsail Creek (also known as "Nixon
Creek"), adjacent to the AIWW, in Hampstead, Pender County. To find the project site, travel north (from
Wilmington) on US Highway 17 to Country Club Road, in Hampstead. Turn right onto Country Club road
and travel approximately 1.0 miles before bearing right on Olde Point Road. Continue traveling on Olde
Point Road until you come to a bridge/revetment spanning Topsail Creek. The project side is located along
the western shoreline of Old Topsail Creek, just before the bridge.
The subject property is undeveloped (residential) and has approximately 440 linear feet of shoreline
bordering Old Topsail Creek. Elevations at the property range from 2' to 8' above the normal high water
(NHW) line. The size of the tract is approximately 29,519 sq. ft., or 0.67 acres. Mature oaks, lawn grasses
and scrub vegetation make up the majority of high ground flora. Smooth Marsh Cordgrass (Spartina
alterniflora) and Black Needlerush (Juncus romarianus) account for the majority of adjacent wetland
vegetation. Currently, the shoreline is natural with no man-made stabilization.
Old Topsail Creek (or Nixon Creek) is a channelized waterbody which extends from the AIWW, north to
the Olde Point golf course. The primary run of the creek has been historically dredged (under CAMA
Major 181-04), with permit authorization(s) dating back to the 1960's. The main channel is approximately
9,000 linear feet and runs along the eastern side of Old Topsail Creek. The width of the channel varies,
depending on location, but the average width is approximately 100'. Access to the creek is provide by two
entrance channels located along the north eastern side of the creek, both running perpendicular to the main
channel. The northern finger of the creek traverses Olde Point Road, and according to documentation on
file, it appears the waterbody downstream of the applicant's property was previously dredged during
construction of the bridge. The NC Division of Marine Fisheries classifies the adjacent wetlands, and other
open water areas within Olde Topsail Creek as Primary Nursery Area (PNA); however, the main run of the
creek is not designated as a PNA.
The area surrounding the creek is mostly developed. Eagle's Watch Subdivision borders the creek to the
west and Olde Point Subdivision borders the creek to the east. Olde Point gold course borders the site to
the north and the AIWW borders the creek to the south. The creek width in the vicinity of the project site
is approximately 30'-70' in width.
The Pender County Land Use Plan classifies the adjacent waters as Conservation. The waters of the AIWW
and Olde Topsail Creek are classified SA by the Division of Water Resources. The waters immediately
adjacent to the property ARE designated as a Primary Nursery Area (PNA) by the N.C. Division of Marine
Fisheries; however, the "channel" portion of the creek is not. Additionally, the waters are CLOSED to the
harvest of shellfish.
PROPOSED PROJECT:
The applicant proposes to construct an access pier, covered gazebo and floating dock adjacent to the subject
property. In addition, the applicant is proposing to perform maintenance dredging within the adjacent
channel. As designed, the proposed access pier (5' wide) would originate along the property's southern
shoreline and span a section of wetlands measuring approximately 195'. The pier would terminate just
beyond the outer edge of marsh bordering the creek, and from there the applicant would construct a 16' x
22' covered gazebo. The "L -head" shaped gazebo would span toward the west (over open water) and would
be positioned so that it rests just inside of the 1/4 width waterbody limitation. In the area of the proposed pier
and gazebo, the width of the waterbody measures approximately 70'.

Mark and Roxann Knierim
Page 3
An 8' x 60' section of floating dock would run parallel to the shoreline and would extend in an easterly
direction, originating along the eastern side of the fixed covered gazebo. The proposed floating dock would
be located approximately 10' from the NC DOT right-of-way associated with Olde Point Road, and just
inside of the 1/4 width of waterbody limitation. In total, approximately three (3) slips would be created as a
result of the proposed development. As indicated by the attached work plan drawings, water depths
immediately adjacent to the proposed docking facility range from -2.0' to -2.9', relative to Normal Low
Water (NLW).
In addition to the proposed docking facility, the applicant is requesting authorization to perform
maintenance dredging within the adjacent channel. According to historic records, a 25' wide channel was
dredged between the Olde Point bridge and the main run of Nixon Creek back in the early 1970's. Our
records indicate that Floyd Hufham, received a permit to dredge this area under Department of Conservation
and Development Permit No. 122, amended in 1972. A copy of the permit and site plan is included in this
application package.
The applicant's proposal would result in the dredging of shallow bottom habitat area adjacent to the subject
property. Current water depths within the previously authorized dredge footprint range from 0.0' to -5.0',
relative to normal low water. The applicant is proposing to re-establish the 25' wide channel and dredge to
a depth of -5.0', NLW. In total, a 25' x 300' x -5.0' channel would be dredged to the connecting waters of
Nixon Creek, which average approximately -6.0 to -7.3' @ NLW. As designed, dredging would occur at a
distance of approximately 10' from any wetlands.
Spoil material generated from the proposed project would be transported by barge, and deposited on the
New Hanover Conservancy Disposal Island, located along the AIWW at the intersection of the AIWW and
Rich's Inlet (COE DA 228). High ground disturbance on the island would consist of the deposition of
approximately 850 cubic yards of material within a footprint of approximately 40,000 sq. ft., most of which
is outside of the COE easement.
10. ANTICIPATED EWPACTS:
The proposed pier, gazebo and floating dock would incorporate approximately 832 sq. ft. of Estuarine
Waters and Pubic Trust Area. The proposed dredging would disturb approximately 7,500 sq. ft. of
previously dredged shallow bottom habitat, and spoil deposition would fill approximately 40, 000 sq. ft. of
upland area. As designed, no portion of the proposed pier, gazebo of gazebo would encroach into the Olde
Point Road right-of-way, beyond the edge of the channel, nor beyond the 1/4 width of waterbody limitation.
Minor increases in turbidity should be expected during construction.
Submitted by: Jason Dail Date: 12/13/2016 Office: Wilmington

108 Circle Drive Hampstead, NC 28443
oce 910.270.4058
MARITECH DREDGING fed910.297.77 0
Innovative Solutions for the Marine Environment fax [phone]
Mark and Roxann Knierim Docking Facility
Project Narrative
The project site is Lot 141 Olde Point Road in the Olde Point subdivision located in Hampstead,
Pender County. Lot 141 is a residential building lot approximately 0.68 acres in size with
approximately 440 linear feet of shoreline frontage along Nixon Creek. The parcel is bound by a
vacant tract of land to the west, #170 Olde Point Road to the north, Olde Point Road to the east
and Nixon Creek to the south. The applicant is proposing to construct a private residential 4 -slip
docking facility and to conduct maintenance excavation within a previously authorized channel
of Nixon Creek.
There is an extensive permit history for the development of the Olde Point subdivision including
the development of the subdivision, dredging of Nixon Creek and the construction of the
NCDOT causeway and bridge dating to the 1970's and 1980's. Major Development of Nixon
Creek and the surrounding waterfront property occurred in 1971 when permits were issued to
dredge Nixon Creek from the AIWW to Olde Point Road in order to consistent and adequate
water depths for boat traffic and safe harbor. Authorized final project depths for the channel
were -5.0 feet a MLW and the channel width was 40 feet. The original project was completed
with a hydraulic dredge and pipeline. Dredge spoil material was pumped to the interior portions
of the community and used to elevate future building parcels. Since the initial dredging project
the community has undertaken several maintenance dredging events to address shoaling within
the channel. This work includes excavation work performed by NCDOT adjacent to the project
site in 2003 in association with ongoing bridge maintenance. A multi -agency scoping meeting
was held in the Wilmington Regional Office on March 18, 2016 to discuss resource agency
concerns and permit history.
The proposed project consists of the construction a private residential 4 -slip docking facility and
maintenance excavation of a previously authorized channel within Nixon Creek. The private
residential docking facility would consist of an access pier with gazebo and floating docking to
provide water access. The maintenance excavation within the channel would re-establish the
previously permitted depths. As proposed, the channel would connect the existing depths
adjacent to the bridge located upstream of the project site to the existing downstream depths in
Olde Point channel. As proposed, the width of the channel has been reduced by 15 feet to avoid
and minimize impacts to the resource and to provide an adequate buffer from the adjacent
wetlands. The maintenance excavation would be conducted mechanically with a barge mounted
excavator. Spoil material would be transported by barge and disposed of at a spoil island
privately owned by the Northeast New Hanover Conservancy (see attached letter granting
permission). No development of the high ground of the property is proposed at this time. The
applicant has been made aware of the necessity to obtain all permits prior to initiation of land
disturbance of the high ground including, but not limited, to DWR Stormwater authorization and
CAMA minor development authorization.
RECEIVED
0CM WILMINGTON, NC

8CM MP -1
'LICATION for
Malor Deoelopment'ermA
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
J. Primary Applicant/ Lah.dow Information
ner..hforM.
Business Name
Project Name (if applicable)
Applicant 1: First Name
Ml
Last Name
Mark
Knierim
Applicant 2: First Name
Ml
Last Name
Roxann
Knierim
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
-THampstead
City
City
State
337-A Dogwood Lane
Adam
NC
I
ZIP
Country
Phone No.
FAX No.
28443
USA
910 - 431 - 4135 ext.
StreetAddress (if different from above)
City
State
ZIP
Email
[e-mail]
,on
Business Name
Maritech, Llc
Agent/ Contractor 1: First Name
Ml
Last Name
Adam
Knierim
Agent/ Contractor 2: First Name
Ml
Last Name
Mailing Address
PO Box
City
State
108 Circle Drive
Hampstead
NC
ZIP
Phone No. 1
Phone No. 2
28443
910 - 297 -
7710 ext.
ext.
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
Email,
[e-mail]
RECEIVEE)
<Form continues
on back>
DCM WILMINGTON, NC
DEC o 6 2016
252-808-2808 :,. 1-888-4RCOAST :: www.nccoastallmanagement.net

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
I Project Location
County (can be multiple)
Street Address
State Rd. #
Pender
172 Olde Point Road
d. Approximate elevation of tract above NHW (normal high water) or
Subdivision Name
City
State
Zip
Olde Point
Hampstead
NC
28443 -
Phone No.
Lot No.(s) ff many, attach additional page with list)
ext.
141,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Cape Fear
Nixon
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
Topsail SoundJAIWW
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes E]No
work falls within.
Pender
#. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
+/-440 feet
29,519 sq.ft.
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(if many lot sizes, please attach additional page with a list)
2-8 feet ZNHW or EINWL
e. Vegetation on tract
Natural vegetation inclduing mature hardwoods, pines, woddy shrubs and coastal wetlands.
f. Man-made features and uses now on tract
Existing septic system and associated drain field.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Undeveloped tract to the west, residential homesite to the north, NC DOT road (Olde Point Rd.) to the east and Nixon Creek
to the south.
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
Residential
(Attach zoning compliance certificate, if applicable)
ZYes FINo EINA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? E]Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. E]Yes ®No EINA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a 0Yes ®No [INA
National Register listed or eligible property?
<Form continues on next page> �)CMWILMINGTON, NC
Iffiffilaw,
252-808-2808 -. � 1-888-4 COAST :: www. necoastal n-vanagemert.riat

Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? NYes []No
(ii) Are there coastal wetlands on the site? NYes [-]No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes NNo
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Existing septic system including drain field.
o. Describe existing drinking water supply source.
None
p. Describe existing storm water management or treatment systems.
None
a. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Government
NPrivate/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The applicant is proposing to construct a residentail docking facility and conduct maintenance excavation to provide water
access.
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.
Standard marine construction methods and equipment will be used to construct the pier. Materials will be stored onsite. A
barge mounted excavator will be used to conduct mechanical maintenance excavation. A skidsteer will be used to off load
the excavated material at the designated spoil location.
d. List all development activities you propose.
The applicant is proposing to construct a residentail docking facility and conduct maintenance excavation to provide water
access.
e. Are the proposed activities maintenance of an existing project, new work, or both? both
f. What is the approximate total disturbed. land area resulting from the proposed project? 40,000 NSq.Ft or ❑Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes NNo ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
None
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes NNo ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No NNA
j. Is there any mitigation proposed? ❑Yes NNo ❑NA
If yes, attach a mitigation proposal.
V
DCM
<Form continues on back> WILMINGTON, ON, NC
252-808-2808 :: 1-865-4RCOAS T :, www-nccoastalrnanagement.nat

Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional irnfor magion - --
i In addition to this completed application form, (MP -1) the following items below, if apphcabie, 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 property 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 James Piver c/o Joan Taylor FRA
_
� A #6 Fx1' r
{x a , - . ' �,r' .*c'iv r kk 3,-+ .. x3 -1 -
Address P:O BOX 1146 Nam stead NC 284'x`3E!
Name NO DOT cJo Anthony Law Phone No.
Address 5501 Barbados Blvd. Castle Hayne, NC 28429
I'ia�P,�}r � � -�*; �° r -✓ s fi j 'x r � '3 � ��r� �'v r��'r-�"�YC^ 1r- i ,�.��"�UE��`��r ., j,� � , { �'a� y"�
�dtt�8 f 4 c N ZN t n 3rvx ry��
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
NC Dredge and Fill Permit #122
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.
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 12/6/2016
Print Name _Ada nierim
Signature /��/4°
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
®DCM MP -4 Structures Information
RECEIVED
DOM WILMINGTON, NC
0C C 0 9, 2016
252-308-2808 1-838-4RCOAST .. vsuvvsr.nccoasta1management.net

Form ©CM MP -2
(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.
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
+1-850
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV MSB
❑WL ®None
(ii) Describe the purpose of the excavation in these areas:
N/A
b. Type of material to be excavated.
muddy sand
d. High -ground excavation in cubic yards.
0
DISPOSA
_ ►hrs secfron not applica6/�F
a. Location of disposal area. b. Dimensions of disposal area.
Northeast New Hanover Conservancy disposal area 40,000 sq. ft. (approx. 200 x 200)
c. (i) Do you claim title to disposal area?
❑Yes ®No ❑NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW []SAV ❑SB
OWL ®None
(ii) Describe the purpose of disposal in these areas:
N/A
d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
(ii) If yes, where?
same
f. (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(ii) If yes, how much water area is affected?
N/A
RECEIVED
DCC o 6 2016
252-808-2808 ;: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/26/06
Access
Other
Channel
Rock
(excluding
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Breakwater
shoreline
NWL)
stabilization
Length
300
Width
25
Avg. Existing
-1.0
Y ��
- rt
t NA
Depth
Final Project
-5.0��
§t�
Depth
k
`F
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
+1-850
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV MSB
❑WL ®None
(ii) Describe the purpose of the excavation in these areas:
N/A
b. Type of material to be excavated.
muddy sand
d. High -ground excavation in cubic yards.
0
DISPOSA
_ ►hrs secfron not applica6/�F
a. Location of disposal area. b. Dimensions of disposal area.
Northeast New Hanover Conservancy disposal area 40,000 sq. ft. (approx. 200 x 200)
c. (i) Do you claim title to disposal area?
❑Yes ®No ❑NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW []SAV ❑SB
OWL ®None
(ii) Describe the purpose of disposal in these areas:
N/A
d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No ❑NA
(ii) If yes, where?
same
f. (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(ii) If yes, how much water area is affected?
N/A
RECEIVED
DCC o 6 2016
252-808-2808 ;: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/26/06

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 ❑Other: Width:
c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ❑No F1 NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
"0 HER FILL ACTIVITIES This section not applicable
(Excluding Shoreline Stabilization}
a. (i) Will fill material be brought to the site? ❑Yes ❑No F1 NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of the fill in these areas:
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)?
Silt Fence Mechanical Dredge utilizing a barge mounted excavator and
skidsteer to transport disposal material.
c. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
N/A
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No [:]NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
N/A
-. b.
252-81 8-2808 :: 1-888-4111COAST :: www.nccoastall saan eea ent-net revised: 12/26/06

Form ®CSA MP -4
Ll -
L11 i :I fek
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITYWARINA CHARACTERISTICS ❑This section noi'applicable
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
❑Commercial ❑Public/Government ®Private/Community ❑Yes ®No
c. (i) Dock(s) and/or pier(s)
(ii) Number 1
(iii) Length 198
(iv) Width 6
(v) Floating ❑Yes ®No
e. (i) Are Platforms included? ®Yes ❑No
If yes:
(ii) Number 2
(iii) Length 60, 16
(iv) Width 8,16
(v) Floating ®Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
4
(ii) Number of slips existing
0
i. Check the proposed type of siting:
❑ Land cut and access channel
®Open water; dredging for basin and/or channel
❑Open water; no dredging required
[]Other; please describe:
k. Typical boat length: 17
m. (i) Will the facility have tie pilings?
❑Yes ®No
(ii) If yes number of tie pilings?
N/A
d. (i) Are Finger Piers included? ❑Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes ❑No
f_ (i) Are Boatlifts included? []Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
® Dockage ("wet slips') only, number of slips: 4
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
skiffs and small outboards
I. (i) Will the facility be open to the general public?
[-]Yes ®No RECEIVED
DOM WILMINGTON, NC
DEC 0 8 2016
252-808-2808 :: 1-888-41RCOAST :: www.necoastaimanagement.net revised: 12/27/0$

Form DCM MP -4 (Strur-tures, Paque 2 of 4)
2..DO�K/NG,FACIUTY/MAfINA 4PERATfONS �7i7rs section pp e.
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for. patrons; Number: ; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ❑No '�'�' I
252-808-2808 :: 1-888-4RCOAST :: www.necoasta€management.net revised: 12/27/06

For DC -M RAP-- (Structu-res, gage 3 of ")
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ❑No
o. is the marina/docking tacility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW El SAV ❑SB
❑WL ❑None
p. Is the proposed marina/docking facility located within. or within close proximity to any shellfish leases? []Yes ❑No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripfrne dimensions.
4, GROIN (e.g., wood, sheetpile, etc. if a rock groin, use MP -2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. B - 'OKWATE/Z (e.g. wood; sheetpile, etc.) ®This section not applicable
a- Length b. Average distance from NHW, NWL, or wetlands
❑Commercial ❑Public/Government ❑Private/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
d. Description of buoy (color, inscription, size, anchor, etc.)
DEC- o el, i0lb
252-600-2808;: 1-688-4RCOASi:: revised: 12/27/06

NAP -4 irsca.4b 4 of )
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
+100 feet +300 feet
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
65-85 feet
e. (i) Will navigational aids be required as a result of the project?
❑Yes ®No RNA
(ii) If yes, explain what type and how they will be implemented.
d. Water depth at waterward end of structure at NLW or NWL
-1.6 to -2.0 feet Ca) NLW
8, OTHER ❑ This section not applicable
a. Give complete description:
The applicant proposes to construct a private 4 -slip docking facility and to conduct maintenance excavation within an exisitng
channel.
12/6116
DOM WILMINGTON, NC
0 C 0 6 2016
252-808-2898 :: 1-888-4RCOAST :: revised: 12/27/96

RECEI.
)CM WILMINGTO I. Nae
DEC 0
77-7
g �t ,::::::,::::.•,::: :
[s _ S m.Y -- ten,. �) i^• 1 • .�Aer'Ial Shoreline. • • , . . . . . . • . . . . . , . . . • • .
. . . . . . . . . . . . . . . .
1 GAZEBO . . . . . . . . . . . . . . . . . . . .
Wo • Aerial Slio.H. .
aa.R#u �•.
JLB ENTERF` RISES, LLC PROPERTY �' o
A.
f w .3 F" 'E 3 "yy FLOATING DOCK
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x
sl
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3e � . . . . • . . . ,
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----------------------
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DOCK .
DETAIL LANVIEW ....
'll
T I
0' 25' _ 50'
� �`� � $GALE' Z5
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t° ss
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FLOATING DOCK
i
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' MEAN LOW WATER
EXISTING
FLOOD G, GRADE (TYP,)
FINAL
GRADE ZS'
�iseon. Iv
TYPICAL CROSS SECTION
r o' oo20 PIER, DOCK, AND TEMPLATE
-77'4„ r: H Ooa N.T.S.
`` — I
NOTES:
KN 1 ERI M PR(3J ECT DEPTHS ARE REFERENCED TO _ MEAN LOW WATER ( MLW).
MARITECH DREDGING PENDER COUNTY, NORTH CAROLINA BASE MAP PROVIDED DY PROGRESSIVE LAND DEVELOPMENT CONSULTANTS. PLLC
\ 7 AERIAL PHOTO: NC ONE MAP; 2012
........ _ > JnRMvnhal.SnhnlMtcfnl NII j%rine /'.RPiM•IIRIM AERIAL SHORELINE DIGITIZED FROM AERIAL PHOTO AND USED FOR CHANNEL MEASUREMENTS
OFFICE' 91 0.270.4058 PROPOSED LAYOUT STRUCTURES SHOWN IN TYPICAL CROSS SECTION ARE A SKETCH ONLY AND DO NOT REFLECT
1 C8 CIRCLE DRIVE FIELD: 91 0.279.771 D FINAL CONSTRUCTION.
14A AD, NC 28443 FAX: [phone] SURVEY DATE: DMMRNG DATE: DRAWING NAME: HORIZONTLLDATUM: VERTICAL DATUM; SCALE: SHEET:
2015 11/20/2016 KNIERIM_REV5.DWG NAD 83 MLW AS NOTED I OF I

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P. 0. Box 881
Wilmington, NC 28401
November 27, 1972
Dr. Thomas L. Linton, Commissioner
Department of Natural and
Economic Resources
Raleigh, NC 27611
Dear Dr. Linton:.
I would like to extend my Amended Permit No. 122 to
December 31, 1973, which is the termination date of
my Federal permit.
Enclosed is a map -showing the small run -connecting -my
canal to my bridge in the causeway. I would like to
amend my permit to dredge this run to clean up some
filling that has occurred to increase the flow of water.
I feel that by doing so, this will help improve the
marsh lands above -the causeway.
I enjoyed meeting you and your associates last week.,
and I am looking forward to seeing you at any time that
you are in the- area as your -comments on my development
are very helpfuY to me.
E'q Very truly yours.,
DEC 0 9 2016
v
Floyd Hufham
DC -'W
FMH:ht
Intl
Enc \'M"
P
�3 7
NOW
-ANO
',-RTS FISHERIES

yam` Y �4w
m}.. Amo 41`1 • �' - �
41
A.
,y,gd`_
_Post o B= NJ
North
Dear
PlGASO consider this plea lett
perldt (. 122) to ds ax� as �n ea�ttes�sion est your :tilte
&S describe in ttheor '' This � ditfiOA is br tit 00jsot
�'b .ttadArch 16,. 1970, subject to slI
.. -. edit forth in .the t ismdrn
t® TrottMW
1971, VS.Q, k
Thus letter is to aut�z°3se th® alaoss° �.
Nixon Creek,, old Point PlsUtati= Devel dredg® kin _ < Z..
l+torth CarcOlimp at,-the Site of file bx°i 'Nal fav Covt�ty"9 -
Wthor3 -dou is � ted .based on ,the site visit that s
I. 1972. o�.
.� o
I sb to point Oilt that � smt obtain, the
n
'` Corps'of o� F�agiaeers
=io be Fea&r&l t -is desired. f t
eg
sine
-73 1Dc �� rel�]�aQ''`'��
7 Z4
i _-j 3 ` c _
��� 76 06,e
die Ar�i _I��A`tt kz'�

PERMIT TO DREDGrE OR FILL
,J'A1i, OF jYV! -TH "-"L�J711jA
DEPARTMENT OF CONSERVATION AND M
Floyd Michael Huf ham
name
P. 0. Box 881
street address
Wilmington
New Hanover
toi..'n-city
N. C. 28401
state
This permit authorizes you to dredge and/or fill in the location and manner
requested by you in your permit application, subject to the fo1_lowinq� conditions:
See attached.
This permit is void if the above conditions are not adhered to and followed.
Notification of the completed project must be given this office upon its com-
pletion.
This permit must be displayed with a copy of the application in the cab or
pilothouse of the vehicle working on the project, whichever is applicable, and be
easily accessible to Department of Conservation. and Development personnel.
-This permit is terminated on Depember 31 of the next year subsequent to. the
year of .issuance.
Any additional work or maintenance work on the project subsequent to the termina-
tion of this permit requires a new permit.
The permit, as approved with conditions, may be objected to by the applicant or
by interested State agencies within twenty days of the date of issuance by giving
written notice to the Department of Conservation and Development.
Applicant is advised of the requirement under General Statute §146-6.1 that
power -operated earth moving equipment operating or to be operated in or on publicly
owned tidelands, publicly owned beaches, publicly ocmed marshlands, or navigable
waterz wrythin.. tk;e State must be registered by the owner of the equipment with the
Departuent ,ofWater and Air _Resour.ces
Ur -L Q9 201
May 1$, 1971 - Thoma:, L, Linton Commissio er
Division of Cormercial and Sports
_ Fisheries