20180496 Ver 1_CAMA Application_20180405

Coastal Management
ENVIRONMENTAL QUALITY
20180496
ROY COOPER
6ovemor
MICHAEL S. REGAN
secrnlary
BRAXTON DAVIS
Direc for
March 29, 2018 Rect�/VE
APR p5 d
TO: Karen Higgins 1016
DWR/WaterrQuality ing UnitPermitting 'Szo M� �R 2y
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: Register Place Estates HOA
Project Location: 1834 Register Ln., adjacent to the AIWW & Middle Sound,
in Wilmington, New Hanover County
Proposed Project: to reconstruct, expand & perform maintenance excavation at an existing
community docking facility, and construcUrnaintain a riprap revetment & sill
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 April 22, 2018. If you have any
questions regarding the proposed project, contact Courtney Spears 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

ill
2.
K3
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Register Place Estates HOA
LOCATION OF PROJECT SITE: 1834 Register Lane (community access area) adjacent to the Atlantic
Intracoastal Waterway and Middle Sound, in Wilmington, New Hanover County.
Photo Index — 2006: 22-7428 M -N 21
INVESTIGATION TYPE: CAMA/ D & F
Latitude: 34015'40.79"N Longitude: 77146'24.13'W
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit- 3/27/18
Applicant Present - No
5. PROCESSING PROCEDURE: Application Received — 2/22/18 (initial), 3/15/18(complete)
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - New Hanover County
Land Classification From LUP - Resource Protection
(B) AEC(s) Involved: PT, EW, PTS, CS, ORW
(C) Water Dependent: Yes
(D) Intended Use: Community
(E) Wastewater Treatment: Existing - Septic Systems
Planned - N/A
(F) Type of Structures: Existing - Single family homes, community marina
Planned — Reconstruction of community marina and perform
maintenance excavation, riprap revetment, riprap sill
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
(A) Vegetated Wetlands (Low Marsh)
Non -Vegetated Wetlands
(B ) 9
33,748 ft2
4,725 ft2
252 ft2
incorporated
(Open water)
(C) Other (Highground)
6,225 ft2
(D) Tota) Area Disturbed: 44,950 ft2 (1.04 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA ORW Open: Yes
8. PROJECT SUMMARY: The applicant proposes to reconstruct and expand the existing community
marina, perform maintenance excavation adjacent to the docking facility, construct/maintain a riprap
revetment, and construct a riprap sill.

Register Place Estates HOA
Page 2
9. PROJECT DESCRIPTION:
The project site is located at 1834 Register Lane, adjacent to the Atlantic Intracoastal
Waterway (AIWW) and Middle Sound, near Wilmington, in New Hanover County. To locate the
property from 127 Cardinal Drive Ext., turn right on Cardinal Drive and travel 0.2 miles until you
reach Market Street and turn right. Travel 2.7 miles until you reach Middle Sound Loop and
make a right. Travel 0.7 miles, and at the traffic circle continue straight to stay on Middle
Sound Loop. Travel 1.9 miles until you reach Mason Landing Road, make a left and travel 500'
until you reach Register Lane and turn right. The community marina is located at the terminus
of Register Lane, and can be accessed via a wooden walkway that is located on the right-hand
side of the road.
The Register Place Estates Subdivision consists of 26 single-family residential lots and covers
16.5 acres. Along the walkway to the community marina is a freshwater stream that empties
into Middle Sound. The common access area for the community marina is approximately 0. 16
acres with approximately 660' of shoreline frontage. The common area is shaped like a
peninsula extending approximately 200' in a southeasterly direction into Middle Sound and
measuring approximately 30' in width. The common area averages 0' above normal high
water, and is stabilized by vegetation and remnant riprap (broken concrete and bricks). There
is a marked elevation drop close to the shoreline at the transition from the wooded highground
to the adjacent intertidal area. A border of "404 type" wetlands exists along the shoreline
including woody shrubs, Marsh Elder (Iva spp.) and Groundsel (Baccharis spp.). This area
transitions to a low marsh area of Smooth Cordgrass (Spartina altemiflora) varying in width
from approximately 180' to 280'. Although it is not included on the submitted workplan
drawings, there is an area of Coastal Wetlands measuring approximately 20' by 20' at the
terminus of the peninsula and landward of the remnant riprap. Similarly, along the length of the
remnant riprap there are Coastal Wetland species growing in and around the debris measuring
approximately 10' to 15' in width and consisting primarily of Saltmeadow Cord Grass (Spartina
patens), Sea Lavender (Limonium caroliniana), and Sea Oxeye (Borrichia frutescens). On the
northern side of the peninsula, near the high ground, the marsh area is interrupted with an
area of open water, a "pond", measuring approximately 30' by 90', which is probably a remnant
of past dredging events during the creation of the peninsula. There is a connection from the
"pond" to the open water area of Middle Sound just north of the peninsula.
CAMA Major Permit No. 110-99 was issued to Register Place S/D on October 29, 1999, which
authorized the construction of a 26 -slip community marina and construction of a 26 -lot
subdivision. No dredging was authorized by CAMA Major Permit No. 110-99 in association
with the docking facility. State Permit No. 110-99 was modified through Minor Modification on
July 16, 2000 to authorize a 10' extension waterward of the entire community marina. The
permit expired on December 31, 2002.
High ground access to the community marina consists of a 6' wide elevated wooden cart path
beginning at the common area adjacent to lot 19, then running along the southern property
boundary for lot 19, along the water frontage of lots 19 and 20 to a point approximately 100'
out onto the peninsula. From the end of the cart path to the terminus of the peninsula there is a
path consisting of 57 stone measuring approximately 10' in width.

Register Place Estates HOA
Page 3
The existing 26 -slip community marina has a fixed access pier that measures approximately 6'
by 100' and extends from the waterward end of the peninsula. Approximately 35' from the
beginning of the fixed access pier is a gazebo measuring approximately 20' by 20' that is
centered on the pier. From the terminus of the fixed pier is a ramp leading to a 5' by 24' section
of floating dock, oriented perpendicular to the shoreline, which leads to the main floating spine
of the community marina which measures approximately 8' by 185' and is oriented parallel to
the shoreline. From the main spine of the facility, are twelve (12) floating finger piers each
measuring 4.5' by 24' and each serving two boat slips. Each boat slip contains a boat lift.
The application states that the existing water depths within the facility range from
approximately -1.9' to -2.5' at NLW. The existing docking facility is located approximately 70'
from the edge of the federally maintained USACE Navigation Channel. The adjacent riparian
property to the north and south are developed single-family residences with docking facilities.
A scoping meeting for this project was held at the Wilmington Regional Office on April 4, 2017
in which concerns were raised about the extent of the dredge footprint, new dredging in ORW
water, potential for impacts to SAV, and concerns relative to exclusionary marina rules. To
address these comments, the applicant reduced the dredge footprint, conducted an SAV
survey on September 15, 2017 and removed the area of SAV from the dredge footprint, and
removed a previously proposed transient dock on the southern end of the marina to address
concerns raised be Shellfish Sanitation. At the scoping meeting, New Hanover County
determined that the area in question could be dredged to historical depths, based on the
permit issued in 1999, and therefore the dredging would be considered maintenance to
previously existing depths.
The New Hanover County Land Use Plan classifies adjacent waters as Conservation, and the
adjacent high ground portion of the project area as Resource Protection. The waters of the
AIWW and Middle Sound are classified SA-ORW by the Division of Water Resources. They are
NOT designated as a Primary Nursery Area by the N.C. Division of Marine Fisheries and they
are OPEN to the harvest of shellfish. The open water of the AIWW and Middle Sound is
approximately 625' wide at this location.
10. PROPOSED PROJECT:
The applicant proposes to reconstruct and expand the existing community marina, perform
maintenance excavation adjacent to the docking facility, construct/maintain a riprap revetment,
and construct a riprap sill. The marina would be constructed in the same exact footprint as
mentioned above, however, a new transient floating dock would be installed at the northern
end of the facility and would measure approximately 4.5' in width and 56' in length. The
application states that the extra transient dock would be used to provide safer access to load
and unload passengers. The community marina would continue to provide docking space for
up to twenty-six (26) vessels (See Figure 3).
The applicant is also proposing to excavate the bottom surrounding the existing marina facility.
The dimensions of the proposed excavation would be 236' in length by 143' in width, and
dredged to a final project depth ranging from -3.0' at normal low water on the landward side of
the facility to -4.0' at normal low water on the AIWW side. Excavation of this area would result

Register Place Estates HOA
Page 4
in the removal of approximately 3,000 cubic yards of material. Excavation would be
accomplished by barge mounted mechanical excavator. Excavated material would be placed
on the barge and transported to an existing spoil island located to the north of the project site
at the confluence of the AIWW and Nixon's Creek. The proposed spoil location is a previously
disturbed, privately owned island consisting of approximately 4.83 acres. The applicant has
stated that the spoil material would be deposited at a location that is void of wetland vegetation
and stabilized by silt fencing while it de -waters. The existing access to the spoil island would
require the applicant to transport material within the existing USACOE 1,000 foot AIWW
Easement (See Figure labeled 'Proposed Area of Disposal').
The applicant is also proposing to stabilize the shoreline in the same general footprint as
existing remnant riprap. The riprap would be added to an area around the peninsula measuring
approximately 315' in length at varying from 10' to 15' in width. The application indicates that
no Coastal Wetland fill is proposed, however, during a site visit conducted on 3/27/18, Coastal
Wetlands were identified within the proposed shoreline stabilization area consisting primarily of
Smooth Cordgrass (Spartina altemitlora), Saltmeadow Cordgrass (Spartina patens), and Sea
Lavender (Limonium caroliniana). The material would consist of approximately 250 cubic yards
of concrete slab and granite class II riprap (See Figure 3a).
The applicant also proposes a riprap sill and marsh planting along the northern shoreline (See
Figure 3a). The application states that the proposed sill would protect the causeway/peninsula
area from wave action. The application also states that the sill would retain flow from the
"pond" area, which the applicant states contributes to the siltation of the marina area. The sill
would be located at the approximate Mean Low Water contour and would be approximately 90'
in length, 14' in width, and 3' in height. The sill would be constructed of approximately 70 cubic
yards of class II granite riprap. The application states marsh vegetation would be planted
landward of the proposed sill.
11. ANTICIPATED IMPACTS:
The proposed reconstruction and expansions of the community marina would incorporate
approximately 4,993 ft2 of Estuarine Waters and Public Trust Area, 4,741 ft2 of which is
currently usurped by the existing facility, so only 252 ft2 additional would be incorporated. The
proposed docking facility would not encroach into the 80 -foot setback from the AIWW, nor
would it encroach into either adjacent 15' riparian corridor setback area. The facility would
continue to provide dockage for 26 vessels in water depths ranging from -3.0 to -4.0 at NLW
once the proposed dredging is complete.
The proposed dredging would result in the excavation of approximately 33,748 ft2 of shallow
bottom habitat. An SAV survey was conducted by ECS Southeast, LLP on September 15,
2017, and an area of SAV was located near the southwest corner of the dredge area.
Originally the applicant proposed to dredge in the SAV area, but through coordination with
resource agencies removed the area from consideration. No impacts to known SAV are
proposed and no shell resource was identified in the project area. Approximately 3,000 cubic
yards of spoil material would be generated from the project and placed at an approved off-site
spoil location, which would disturb approximately 1,500 ft2 of high ground area. As proposed,
all spoil materials would be confined landward of any regularly or irregularly flooded marsh.

Register Place Estates HOA
Page 5
The proposed offshore sill would result in the filling of 1,260 ft2 of Estuarine Waters and Public
Trust Area. The proposed sill would also block the flow from the natural "pond" feature nearer
to the shore, within the Coastal Wetland area.
The proposed shoreline stabilization would result in the filling of 4,725 ft2 of high ground area
in the Coastal Shoreline and ORW AECs. According to the application, the proposed shoreline
stabilization would not fill any Coastal Wetlands, however, there appear to be naturalized
areas within the existing remnant riprap and the area proposed for additional shoreline
stabilization.
Short term increases in turbidity can be expected during construction of the proposed
structures and dredging activity.
Submitted by: Courtney Spears Date: 3/27/18 Office: Wilmington

CAMA Major Development Permit Application
Register Place Estates Community Marina
1818 Register Lane
Wilmington, New Hanover County, North Carolina
ECS Project No. 49-3677-A
1.0 PROJECT NARRATIVE
1.1 Development History and Use
The project area is located off Register Lane, adjacent to the Atlantic Intracoastal Waterway
(AIWW) and Middle Sound, in Wilmington, New Hanover County, North Carolina (Figure 1). It
consists of New Hanover County tax parcel number 317805.08.5532.000 owned by the Register
Place Estates HOA Inc. This parcel contains the 26 -lot subdivision and the common area
associated with the Register Place Estates subdivision access to their community marina.
The developer for the subdivision obtained CAMA Major Development Permit 101-99 on
October 29, 1999 for the construction of the subdivision and a 26 -slip community marina facility.
A minor modification to this CAMA permit extending the allowable length of the structure was
issued July 16, 2000. The permit authorized a 6 foot wide elevated access pier with a 16 foot by
16 foot gazebo, a 8 foot wide x 185 foot long floating dock with (12) 4.5 foot x 24 foot and (1) 5
foot x 24 foot floating finger piers and 26 piling supported boat lifts (Figure 2). Based on the
existing water depth at the project location at the time of the application for the facility, the
developer did not propose dredging to accommodate the community marina facility.
Through the years the slip owners have noticed shoaling within and around the marina basin.
The current shallowness of the marina basin is limiting navigational access to the facility and
causing safety concerns following frequent vessel groundings. The access and safety concerns
are compounded by wave action associated with vessel movement along the AIWW. The
sediment accumulation is potentially due to local shoreline erosion, stormwater runoff from local
watersheds, relocation of the Mason's Inlet channel, and a lack of maintenance dredging in the
AIWW. Register Place HOA seeks to alleviate the navigation and safety concerns by dredging
the marina basin to the approximate depths of the originally permitted facility.
At the time of the original permit and marina construction the AIWW side of the facility was
located in approximately -4 feet of water at mean low water (MLW) and the landward side was
located in approximately -3 feet of water at MLW. The subdivision utilities, grading and drainage
plan from the original permit application file showing water depths around the marina facility is
included in Appendix I.
Register Place Estates HOA Inc. had a hydrographic survey conducted February 14-16, 2017 to
determine existing water depths within the area of their community marina. The current average
water depth on the AIWW side of the facility is approximately -2.5 feet MLW and on the
landward side it is approximately -1.9 feet MLW (Appendix 1).
The AIWW vessel wave action and storm activity is producing erosion along the adjacent
shoreline which is threatening the marina access pier, the connecting causeway, the marina
utility lines and the utility junction. To protect the marina infrastructure and upland access
causeway from erosion, Register Place HOA proposes to clean up and reinforce the existing rip
rap revetment along the causeway and to install a rip rap sill living shoreline to the north of the
causeway.
To provide a safer access to the docking facility during active periods of use, an additional 4.5
foot wide by 56 foot long floating transient use dock is proposed for the north end of the marina
facility.
RECEIVED
tiDCM VAIJ MINGTON, NC
3

CAM Major Development Permit Application
Register Place Estates Community Marina
1818 Register Lane
Wilmington, New Hanover County, North Carolina
ECS Project No. 49-3677-A
A scoping meeting was held at the NCDEQ Wilmington District Office on April 411, 2017. State,
federal and local agencies that were present at this meeting included the North Carolina
Division of Coastal Management (NCDCM) major permits and fisheries, North Carolina Division
of Water Resources (NCDWR) 401, United States Army Corps of Engineers (USACE), North
Carolina Division of Marine Fisheries (NCDMF) Shellfish Sanitation, North Carolina Wildlife
Resources Commission (NCWRC), United States Fish and Wildlife Service (USFWS), National
Marine Fisheries Service (NMFS), North Carolina Division of Energy, Mineral and Land
Resources stormwater (NCDEMLR-SW) and New Hanover County Planning Department. The
scoping meeting sign in sheet is included in (Appendix 1). Comments and suggestions from this
scoping meeting along with project response actions are included in Section 1.4 below.
A project design narrative and figures, that incorporated changes addressing the comments
from the April 4, 2017 scoping meeting, were submitted to NCDCM on November 22, 2017 for
review. Comments and suggestions from this review along with project response actions are
included in Section 1.5 below.
1.2 Water and Land Use Classification
The AIWW and Middle Sound (NCSID: 18-87-11.7) are classified as Outstanding Resource
Water (ORW) by the North Carolina Environmental Management Commission (EMC), and the
project waters are open to shellfishing for the purpose of marketing or human consumption. The
project area is not mapped as a primary nursery area (PNA) or secondary nursery area by the
North Carolina Marine Fisheries Commission (Appendix 1).
1.3 Proposed Development
Register Place HOA, proposes to address the loss water depth over the years and associated
navigation and safety concerns through excavation of the marina basin to the approximate
depths of the originally permitted facility.
The proposed dredge area is designed to allow for a depth of -4 foot MLW on the AIWW side of
the marina docks and -3 foot MLW on the landward side. The proposed dredge area is designed
to allow for safe ingress and egress of up to 24 foot long vessels at the facility. The designed
dredge area allows the proposed depths to be reached within approximately 20 to 25 feet of the
docks. With regular tidal currents, wind events and vessel activity in the AIWW this is a
minimum safe navigational distance for vessels up to 24 foot in length to dock at the facility in
slips located on the landward side. The basin, measuring --236 foot in length by -143 foot in
width (Figure 3) would result in the removal of -3,000 cubic yards of material (Appendix 1). The
material would be removed mechanically by bucket -to -barge method and placed onto an
existing spoil island located just to the north of the project site at the confluence of the AIWW
and Nixon's Creek, which has been previously used for small maintenance events. The
proposed spoil location is not located within the USACE AIWW 1,000 foot easement and is
privately owned. Authorization has been obtained for use of the disposal area (Appendix 1). The
area available for the placement of the excavated material is approximately 3 acres of high
ground. The material will be off loaded on the northern end of the spoil island within Nixon
Channel that is void of coastal and Section 404 type vegetation along a sandy beach area with
adequate water at low tide. The excavated material will be placed at least 30 feet from the MHW
line on high ground and stabilized by silt fencing during the dewatering process (Appendix 1).
RECEIVED
DCM WILMINGTON, NC
CI

CAMA Major Development Permit Application
Register Place Estates Community Marina
1818 Register Lane
Wilmington, New Hanover County, North Carolina
ECS Project No. 49-3677-A
The proposed shoreline stabilization will included breaking up the larger pieces of existing
concrete slab rip rap revetment and relocating the pieces along with the addition of granite class
2 rip rap to fortify the revetment (Figure 3). The shoreline revetment that needs repair is
approximately 315 feet long and 10 to 15 feet wide and will require 1 to 2 feet depth of
additional granite class II rip rap on top. There would be an estimated 250 cubic yards (6,300
cft) of class II rip rap added for the revetment repair.
To provide a more long term and resilient shoreline stabilization that will restore natural
resources while providing property protection, a living shoreline consisting of a rip rap sill with
future salt marsh plantings is proposed north of the marina pier (Figure 3). The proposed sill
location should protect the access causeway from wave action and retain flow from the
erosional channel that has formed along the north side of the causeway which is suspected to
be a source of sedimentation to the marina basin. The sill will be located at the approximate
MLW elevation and will be approximately 3 feet in elevation, 90 feet long and 14 feet wide.
There will be an estimated 70 cubic yards (1,900 cft) of class II rip rap used for the sill creation.
Salt marsh will be planted in subsequent years following the sill installation. Waiting for a year
after sill installation to plant marsh grass will allow the area around the structure to equilibrate
and reduce potential loss of marsh plantings.
The proposed transient floating dock on the northern end of the facility (Figure 3) would tie into
the existing middle portion of the floating dock and utilize existing pilings. The transient dockage
will allow safer access to the marina facility during active daily use.
The project will require removal of the floating dock system and potential pile replacement if
damage is found. Piles will be relocated as close as possible to the original locations and the
floating docks will be stored either on the work barge or moored adjacent to the work site and
out of the AIWW navigational channel and buffer. The electrical wires for the boat lifts will also
be removed and replaced during the project. Register Place HOA is proposing complete
maintenance of the marina facility (pier, gazebo, floating docks and piles) during this project.
The details of the existing structures/proposed maintenance are in the DCM MP -4 form included
with this application.
1.4 Scoping Meeting Comments and Proposed Project Actions
The primary purpose of this CAMA major permit application is to return the basin water depths
to the approximate depths of the originally permitted facility. It was agreed that dredging to the
previous depths would be allowable if data shows the original water depths. The original
development site plan included in Appendix I shows water depths of -4 foot MLW on the AIWW
side of the docks and -3 foot MLW on the landward side, which are consistent with the proposed
dredge depths. A dredging moratorium between April 1St and September 30th may apply.
DCM fisheries and NMFS requested SAV information to minimize and avoid potential impacts to
aquatic resources. A SAV survey was conducted on September 15, 2017 within the proposed
dredge area including a 20 foot buffer area around the proposed dredge area (Appendix III).
Three relatively small, low cover patches of shoal grass were observed in the study area. The
percent ground cover of seagrass in the survey area was approximately 0.00007%. Boat wakes
and stormwater runoff impact SAV through wave action and light attenuation associated with
increased turbidity. The project area is directly adjacent to the AIWW which produces heavy
vessel traffic throughout the year and is in close proximity to the City of Wilmington and
developed areas of New Hanover County which are sources of increased stormwa�ffCNggg.
IDCM WILMINGTON. NIC
5

CAMA Major Development Permit Application
Register Place Estates Community Marina
1818 Register Lane
Wilmington, New Hanover County, North Carolina
ECS Project No. 49-3677-A
SAV distribution around the project area should exhibit highly temporal and spatial variation in
response to these anthropogenic factors.
Register Place HOA originally proposed adding transient docking to north and south ends of the
docks. DMF Shellfish Sanitation "exclusionary marina" rules consider docks within 100 foot of
adjacent docks as cumulative impacts. The proposed transient dock on the south end of the
marina would fall within 100 feet of an adjacent dock. Only the transient dockage on the north
end of the marina is proposed.
1.5 Project Design Review - November 2017
Comments on the proposed design submitted November 22, 2017 included the dredge foot print
was too large and impacting SAV, coastal wetlands should be identified and shown on the
design figures, and historical depths should be show on the design figures.
The original proposed dredge area was -280 feet in length by -155 feet in width and -39,050
square feet. This original design incorporated a 45 foot buffer around the docks which would
have ensured safe navigational access for vessels up to 24 foot to dock at the facility in slips
located on the landward side. The proposed dredge area has been reduced by 20 feet on both
the north and south sides of the docks and by 10 feet on the west side of the docks (Figure 4).
The new proposed dredge area is -236 feet in length by -143 feet in width and -30,800 square
feet. The new design incorporates a 25 foot buffer around the north and south sides of the
docks and a 35 foot buffer on the west side of the docks, a minimum for potential safe
navigational access for vessels up to 24 foot to dock at the facility in slips located on the
landward side. The new proposed dredge foot print avoids all impacts to SAV.
Coastal wetlands were photo interpreted from 2016 aerial imagery and are shown on Figures 2,
3 and 4. The majority of the proposed project is not within the vicinity of coastal wetlands. The
proposed revetment area is adjacent to coastal wetlands. There is an existing rip rap revetment
on the property and the project will only repair and fortify the revetment within its current foot
print.
To show historical depths in the project area the 1998 Hobbs grading plan was georeferenced
to New Hanover County parcel data using ArcGIS. The bathymetric depths were traced and are
shown in Figure 5 along with the 2017 bathymetric depths. Figure 5 also shows the current dock
location as mapped in the 2017 survey. The 1998 depths show between -3 and -4 foot on the
AIWW side of the docks and between -2 and -3 foot on the landward side. In comparison, the
2017 depths show between -2 and -3 foot on the AIWW side of the docks and between -1 and -
2 foot on the landward side. This project proposes to dredge to the approximate depths of the
originally permitted facility allowing for depths of -4 foot MLW on the AIWW side of the marina
docks and -3 foot MLW on the landward side.
RECEIVED
C)CM WILMINGTON, NC
M

CAMA Major Development Permit Application
Register Place Estates Community Marina
1818 Register Lane
Wilmington, New Hanover County, North Carolina
ECS Project No. 49-3677-A
2.0 CONCLUSIONS
Based on the potential to restore the initial use and enhance the existing community marina
facility for the Register Place community, as well as protect the infrastructure and restore natural
resources, it is the opinion of ECS that the site is eligible for a CAMA Major Development Permit
for the maintenance excavation of the marina basin, shoreline stabilization, transient dockage
and maintenance of the marina facility. This will provide the property owners of the Register
Place community continued safe access to the local waterbodies and the resources they
provide.
RECEIVED
OCM WILMINGTON. NC
7

1CM EF4
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name
Register Place Estates Hoa
Project Name (if applicable)
Register Place Estates Marina
Applicant 1: First Name
Malcom
MI
Last Name
Thaden
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
7301 Shell Midden Court
PO Box
City
Wilmington
State
NC
ZIP
28411
Country
USA
Phone No.
910 - 547 - 9842 ext.
FAX No.
Street Address (if different from above)
City
State
ZIP
Email
2. AgentContractor Information
Business Name
Ecs
Agent/ Contractor 1: First Name
Jason
MI
C
Last Name
Hales
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
6714 Netherlands Drive
PO Box
City
Wilmington
State
NC
ZIP
28405
Phone No. 1
910 - 604 -
0462 ext.
Phone No. 2
910 - 444 - 1400 ext.
FAX No.
910 686 9666
Contractor #
Street Address (if different from above)
City
State
ZIP
Email
gELE':vtJ
DC(v W!! M!NGTON, NC
<Form continues on back>
252-808-2806 .. 1-888-4RCOAST .. www.nccoastairr.anagernent.net

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
1834 Register Lane
d. Approximate elevation of tract above NHW (normal high water) or
Subdivision Name
City
State
Zip
Register Place
Wilmington
NC
28411 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
910 - 681 - 3694 ext.
, , , ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak
Atlantic intracoastal waterway/Middle Sound
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
Atlantic intracoastal waterway/Middle Sound
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
[]Yes ®No
work falls within.
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
660
82,000
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)
0 ®NHW or ❑NWL
e. Vegetation on tract
Red cedar, maintained grass, wax myrtle, grounsel bush, black needle rush, saltmeadow cordgrass and smooth cordgrass.
f. Man-made features and uses now on tract
Upland access causeway, rip rap revetment, marina utility lines, utility junction, marina access pier, gazebo, floating dock,
finger piers and boat lifts.
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?
R-20 - residential district
(Attach zoning compliance certificate, if applicable)
®Yes ❑No [INA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No [INA
National Register listed or eligible property?
<Form continues on next page> RECEIVED
DCM WILMINGTON, NC
252-808-2808 .. 9-888-4RCOAST .. www.ncconstaimanagement.net

Form DCIVI 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 (i) or (ii) above, has a delineation been conducted? []Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
None
o. Describe existing drinking water supply source.
CFPUA
p. Describe existing storm water management or treatment systems.
None
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Government
®Private/Com munity
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Provide the property owners of the Register Place community continued safe access to the local waterbodies and the
resources they provide.
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.
Dredging by bucket barge method using excavator and barge. Rip rap revetment and sill to be placed by excavator from
barge or uplands as necessary. Marina repairs and transient dock installed from barge with pile driver and general marine
construction equipment. Equipment to be used includes barge, excavator, bobcat, pile driver and general marine
construction equipment and materials.
d. List all development activities you propose.
Marina basin dredging, rip rap revetment reinforcement, sill installation, transient dock installation and overall marina repair.
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? 44,924 ®Sq.Ft or []Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ❑No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Rip rap revetment/reinforcement, sill.
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
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.
DCM "'ILM N TON. NC
<Form continues on back>
252-808-2808 .. 1-888-4RCCAST ., www.nccoastoImanagement.net

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) — (f) 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 Allison William Todd Phone No.
Address 1970 Deep Creek Run, Wilmington, NC 28405
Name John J Lare Phone No.
Address 1835 Middle Sound Loop Road, Wilmington, NC 28409
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.
110-99 minor modification, Register Place S/D, 07/16/2000
110-99, Register Place S/D, 12/23/1999
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 S Jl S ��� (� Print Name w ^ rr�
Signature
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
DCM vNIL;`, NG i ON. NC
252-808-2808 .. 1-888-4112COAST .. www.nccoastaimanagement.net

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.
9.
Access
❑This section not applicable
a.
Amount of material to be excavated from below NHW or NWL in
b.
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
C.
(NLW or
d.
High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
Breakwater
shoreline
NWL)
number of square feet affected.
stabilization)
Length
❑CW ❑SAV ❑SB
236
OWL ®None
Width
(ii) Describe the purpose of the excavation in these areas:
143
No excavation proposed in these areas
Avg. Existing
DISPOSAL OF EXCAVATED MATERIAL
-1.9ft to -2.5ft
a.
NA
NA -
Dimensions of disposal area.
Depth
Northeast New Hanover Conservancy Disposal Area
200 ft by 100 ft
located on Nixon Channel
Final Project
(i) Do you claim title to disposal area?
d.
-3.0ft to -4.0ft
NA
NA
®Yes ❑No ❑NA
Depth
(ii) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
Northeast New Hanover Conservancy Disposal Area
9.
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.
sand
3000
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),
0
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 the excavation in these areas:
No excavation proposed in these areas
2.
DISPOSAL OF EXCAVATED MATERIAL
El This section not applicable
a.
Location of disposal area.
b.
Dimensions of disposal area.
Northeast New Hanover Conservancy Disposal Area
200 ft by 100 ft
located on Nixon Channel
G.
(i) Do you claim title to disposal area?
d.
(i) Will a disposal area be available for future maintenance?
❑Yes ®No ❑NA
®Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
Northeast New Hanover Conservancy Disposal Area
located on Nixon Channel
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),
❑Yes ®No ❑NA
or other wetlands (WL)? If any boxes are checked, provide the
(ii) If yes, how much water area is affected?
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of disposal in these areas:
RECEIVED
No excavation proposed in these areas
DCIV! WII_MING 1 ON.. I\IC
252-808-2808 :: 1-888-4RCOAST :: www.necoastalmanagemerit.net revised: 12/26/06

Form DCM MP -2 (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION E3 This section not applicable
(if development is a wood groin, use MP -4 - Structures)
a. I ype of shoreline stabilization:
❑Bulkhead ®Riprap ®Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL: Riprap - 5'/ Sill -
55'
e. Type of stabilization material
Class II granite rip rap
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap 650
Breakwater/Sill1,013 Other
i. Source of fill material.
Quarry
b. Length: Riprap - 315',/ Sill - 90'
Width: Riprap - 10' to 15/ Sill -14'
d. Maximum distance waterward of NHW or NWL: Rip rap - 10' /Sill
- 80'
f. (i) Has there been shoreline erosion during preceding 12
months?
®Yes []No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
2-3 feet, boat wakes and storms
h. Type of fill material.
Class II granite rip rap
4. OTHER FILL ACTIVITIES ® This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brouqht to the site? ❑Yes ❑No ❑NA b. (i) Will fill material be placed in coastal wetlands/march (( W)
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:
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)?
Stored on barge. Turbidity curtain if condition of permit. Barge, excavator and bobcat
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.
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.
fi J2� r T 77:77 -
Date
/ :7 Date Applicant Nz7
ame
v
Applicant Si re RECEIVED
Project Na a DCM WILMINGTON, N
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/26/06

Form DCM MP -4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCK/NG FA-CILITY/MARINA CH AACtER)S�lCS.. pThissectioh not appliccabte
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 185'
(iv) Width 8'
(v) Floating ®Yes ❑No
e. (i) Are Platforms included? ®Yes ❑No
If yes:
(ii) Number 1
(iii) Length 16'
(iv) Width 16'
(v) Floating ❑Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
26
(ii) Number of slips existing
26
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: 24'
m. (i) Will the facility have tie pilings?
®Yes ❑No
(ii) If yes number of tie pilings?
52
d. (i) Are Finger Piers included? ®Yes ❑No
If yes:
(ii) Number 15
(iii) Length 26'
(iv) Width 14(�i-)4.5' and 146
(v) Floating ®Yes ❑No
f. (i) Are Boatlifts included? ®Yes ❑No
If yes:
(ii) Number 26'
(iii) Length 24'
(iv) Width 12'
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: 26
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
® Other, please describe:
1 transient dock as 56'
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
open run -about, no heads
I. (i) Will the facility be open to the general public?
❑Yes ®No
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net
RECEIVED
DCMI W!L MINGTON. NC
revised: 12/27/06

Form DCM MP -4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS ®This section not applicable
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.
N/A
c. Describe the disposal of solid waste, fish offal and trash.
N/A
d. How will overboard discharge of sewage from boats be controlled?
N/A
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
N/A
(ii) Give the location and number of "Pumpout Available" signs proposed.
N/A
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
N/A
g. Where will residue from vessel maintenance be disposed of?
N/A
h. Give the number of channel markers and "No Wake" signs proposed. N/A
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
N/A
j. What will be the marina policy on overnight and live -aboard dockage?
N/A
k. Describe design measures that promote boat basin flushing?
N/A
I. If this project is an expansion of an existing marina, what types of services are currently provided?
N/A
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ®No
RECEIVED
DCM WILMINGTON. f• INGTON. NIC
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net revised: 12/27/06

Form DCM MP -4 (Structures, Page 3 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ®No
o. Is the marina/docking facility 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 ❑SAV ❑SB
OWL ❑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.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline 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. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial ❑Public/Government ❑Private/Com munity
c• Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
RECEIVED
DCM WILMINGTON, NC
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/27/06

Form DCM MP -4 (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
greater than 15' greater than 100'
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
626
e. (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.
d. Water depth at waterward end of structure at NLW or NWL
2.5' current / 4.0' proposed
8. OTHER ®This section not applicable
a. Give complete description:
Date
Project Name
Applicant N_aaTn)
Applibar1"81gn7fure
RECEIVED
JCM W!L! M!iNGTON, PJC
252-808-2808:: 1-888-4RCOAST :: www.nccoastaimanaclement.net revised: 12/27/06

Client:
Register Place
41
sect:
Porw;S
ESTATES MARINA
Legend
1818 REGISTER LANE
WILMINGTON,
NEW HANOVER COUNTY,
NORTH CAROLINA
Title:
SITE LOCATION
Project Areatt�,tan
1 inch = 2,400 feet
New Hanover County, NC
C-q�oq
*'r
Drawn By:
Putiv5 Nick Rd +�
JCH
WBF
Approved By:
Date:
WBF
1/18/2018
ECS N!!kNo.: D
DUI "!"° 49:3677,N, Nu
APR 0 2 2018
FIGURE 1
$.
" A- ruc
vy
Bayshort
�. ,-'.zl� Pomt
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Ji
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R
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h
0,�
) glen
RECEIVE
J
APR 05 2011
�'ia
lot$�
�'q
�E -ILA �k Ai' iA
We�n�dy
Midd%e:
�kr
d"
�r
4r
1 inch = 2,400 feet
�c
Q
Country Club
of t o ndfa l l
a�01
0-1
1
6 M0rr1pgS6
0 1,250 2,500 5,000 Feet
e� it r i
Client:
Register Place
Estates HOA, INC.
sect:
REGISTER PLACE
ESTATES MARINA
1818 REGISTER LANE
WILMINGTON,
NEW HANOVER COUNTY,
NORTH CAROLINA
Title:
SITE LOCATION
MAP
1 inch = 2,400 feet
New Hanover County, NC
C-q�oq
*'r
Drawn By:
Checked By:
JCH
WBF
Approved By:
Date:
WBF
1/18/2018
ECS N!!kNo.: D
DUI "!"° 49:3677,N, Nu
APR 0 2 2018
FIGURE 1

Legend
Coastal Wetland
SAV Location
2017 water depths (MLW)
-- Property Boundary
Riparian corridor
USACE Navigable Channel
USACE Setback
MHW
AWL
MLW
LARE JOHN J MARIANNE K
ALLISON WILLIAM TODD
ti
Register Place
Estates HOA, INC.
Waterbody 626 feet wide Project:
REGISTER PLACE
ESTATES MARINA
t. Middle Sound
1818 REGISTER LANE
. _ WILMINGTON,
NEW HANOVER COUNTY,
NORTH CAROLINA
Title:
CURRENT CONDITION
MAP
�I 1 inch = 100 feet
Project Area
Sources: Esri, HERE,
DeLorme, USGS, Intermap,
INCREMENT P, NRCan, Esri
Drawn By: Checked By:
JCH WBF
Approved By: Date:
WBF 2/20/2018
ECS Project No.:
49:3677
FIGURE 2

Legend
ImProposed Dredge Area
Proposed Revetment Area
Proposed Sill
- Proposed Transient Dock
Cross Sections
Property Boundary
Riparian corridor
USACE Navigable Channel
USACE Setback
MHW
AWL
MLW
2017 water depths (MLW)
Coastal Wetland
® SAV Location
f Client:
^1
.1
Middle Sound
Register Place
Estates HOA, INC.
Project:
REGISTER PLACE
ESTATES MARINA
1818 REGISTER LANE
WILMINGTON,
NEW HANOVER COUNTY,
NORTH CAROLINA
PROPOSED PROJECT
MAP
1 inch = 100 feet
Project Area
cnue Sources: Esri, HERE,
DeLorme, USGS, Intermap,
INCREMENT P, NRCan, Esri
Drawn By: Checked By:
JCH I WBF
WBF 1 2/20/2017
V0..
49:3677
FIGURE 3a

Legend
Proposed Dredge Area - Modified
2017 water depths (MLW)
1998 water depths (MLW)
Property Boundary
USACE Navigable Channel
f
of
"ma
S
Register Place
Estates HOA, INC.
REGISTER PLACE
ESTATES MARINA
1818 REGISTER LANE
WILMINGTON,
NEW HANOVER COUNTY,
NORTH CAROLINA
Title:
DEPTHS COMPARISON
MAP
1 inch = 30 feet
Project Area
Sources: Esri, HERE,
DeLorme, USGS, Intermap,
INCREMENT P, NRCan, Esri
Drawn By: Checked By:
JCH WBF
Approved By: Date:
WBF 2/20/2018
ECS Project No.:
49:3677
FIGURE 5

3.94 (MH
84�
Figure 7. Proposed dredge cross sections.
(�F(;TION "A"
Q+00
3.96 (MH'
DAT&I
1+00 z+w �•--
�FC;TION "B"
0+00 1+00 z+w
TION "C"
10
3.96 (MH11)
DATUM AM"
_1
�i►.i�.l I►�u►-�:�►:�il:►h: i on !MT1 -1
0+00 1+00 2+00 +W
SECTION
10
3.96 (MHW)
0
ML
_1
DATUM AZCV
—Moo
coat
t
0 � I
*14
� _ N h N ♦ _G 1'7
0+00
1+00
Z+w
0' 8' 16' 32'
iiiiia
VERTICAL SCALE : I" = 16'
0' 40' 80' 160'
HORIZONTAL SCALE : I" = 80'
3.96 (MHW)
gm'1
3.96 (MHW)
DAT&/3ZSV
3.96 (MHW)
DAnw mirM
3.96 (MHN)
(a•/
0+00 1+00 2+00 +W
SECTION
10
3.96 (MHW)
0
ML
_1
DATUM AZCV
—Moo
coat
t
0 � I
*14
� _ N h N ♦ _G 1'7
0+00
1+00
Z+w
0' 8' 16' 32'
iiiiia
VERTICAL SCALE : I" = 16'
0' 40' 80' 160'
HORIZONTAL SCALE : I" = 80'
3.96 (MHW)
gm'1
3.96 (MHW)
DAT&/3ZSV
3.96 (MHW)
DAnw mirM
3.96 (MHN)
(a•/
0+00
1+00
Z+w
0' 8' 16' 32'
iiiiia
VERTICAL SCALE : I" = 16'
0' 40' 80' 160'
HORIZONTAL SCALE : I" = 80'
3.96 (MHW)
gm'1
3.96 (MHW)
DAT&/3ZSV
3.96 (MHW)
DAnw mirM
3.96 (MHN)
(a•/

'Tigum-&-fropo
Google Eapth-
il Chis
EXISTING PRIMARY ACCESSWAY
Approximately 170' within USACE Easement Area
4'
4:S**
USACE DA 228
MARITECH
INNOVATIVE SOLUTIONS FOR THE MAR/NE ENVIRONMENT
4-0
PROPOSED AREA OF DISPOSAL
Private Property — Northeast New Hanover Conservancy
Approximate Area - 200' x 100'
ft
A
N