20181527 Ver 1_GP 291 SAW-2018-01501 Email_20190104

Strickland, Bev
From:
Greer, Emily C CIV USARMY CESAW (US) < [e-mail] >
Sent:
Friday, January 04, 2019 5:12 PM
To:
Huggett, Doug; [e-mail]; '[e-mail]';
[e-mail]'; '[e-mail]'; Owens, Jennifer L CIV USARMY
CESAW (US); HORTON, J TODD CIV USARMY CESAW (US); Arnette, Justin R CIV
USARMY CESAW (US); DCR - Environmental -Review; Bowers, Todd; ethan coble;
[e-mail]; Fritz Rohde - NOAA Federal; matt creelman; Spears,
Courtney; Twyla Cheatwood; Higgins, Karen; Mairs, Robb L; Dail, Jason
Subject:
[External] CAMA Major/GP 291/SAW-2018-01501/Shoals at Lea's Marina
(UNCLASSIFIED)
Attachments:
BIO.pdf, CAMA Application -Shoals At LW-2018-10-30.pdf; site location_plans.pdf;
eSAW-2018-01501_Logan_Shoals at Lea's Waterfront_PN.pdf,
GoogleEarth_Placemark.kmz
CAUTION: External email. Do not click links or open attachments unless you verified. Send all suspicious email as an
attachment to [e-mail]<maiIto: [e-mail]>
CLASSIFICATION: UNCLASSIFIED
W
Pursuant to the CAMA-Corps Programmatic Permit process, the North Carolina Division of Coastal Management
(NCDCM) has forwarded to our office a copy of the CAMA permit application, Field Investigation Report and BioReport
for the subject project. The attached notice requests federal agency comments on this project by February 4, 2019.
The proposed construction site is located on an undeveloped parcel between Factory Road and Majestic Oaks Road,
within waters adjacent to the AIWW, in Hampstead, Pender County, North Carolina. Coordinates are 34.358765 N, -
77.694610 W.
The applicant proposes to construct a residential subdivision, which includes standard associated infrastructure, such as
roads, stormwater facilities, and utilities, a clubhouse, an upland basin with a 75 -slip marina, channel dredging, and
bulkheading of the north side of the canal shoreline and around the new marina entrance channel and marina basin.
Specifically, the project proposes to permanently impact 0.49 -acre of wetland (including, 0.04 -acre of coastal wetland
excavation), 29 linear feet of perennial stream channel, and 69 linear feet of relatively -permanent waters and
temporarily fill 0.026 -acre of wetlands and 12 linear feet of perennial stream channel.
According to the application, existing water depths within the project area range from -3' to -20' MLW. The existing
canal is approximately 70-90' wide and 300 linear feet. The upland basin and new entrance channel will be excavated
from high ground to a final depth of -6' MLW, and the material will be stockpiled in onsite uplands for further use. The
open water dredging proposal is to excavate by hydraulic dredge to a final depth of -6' NLW with pipeline pumping of
the excavated material to the open basin for settling prior to connecting the basin to the open water. Channel bottom
widths will be approximately 40' in the open water and widen up to 92' between the bulkheads lining the entrance
channel to the basin. Based on the information provided on page 1 of the MP -2 form, approximately 8,638 cubic yards of
material would be removed from below NHW/NWL and approximately 126,081 cubic yards will be removed from high
ground areas. No SAV was observed in the project area.

To avoid shellfishing closure within open waters, the marina will be positioned 325' from current open shellfishing
waters in the upper end of the existing canal to the first slip in the basin. Additionally, deed restrictions will not permit
boat slips within a measured distance of 200' from the first boat slip in the marina.
Road crossings within jurisdictional wetlands will require the installation of four, 36" RCP culverts resulting in a total of
10,080 square feet of fill and one, 60' RCP culvert, which requires 6,000 square feet of fill.
The project is adjacent to and occurs within the Corps Federal Channel. According to project plans, channel dredging will
encroach into the federal channel.
Compensatory mitigation is proposed with the Northeast Cape Fear Umbrella Mitigation Bank.
Please see the attached field investigation report /application and plans for more detailed information concerning the
proposed project. Google Earth .kmz files are attached for reference.
EFH:
This notice initiates the Essential Fish Habitat (EFH) consultation requirements of the Magnuson -Stevens Fishery
Conservation and Management Act. The Corps' initial determination is that the proposed project may affect, but not
likely adversely affect EFH or associated fisheries managed by the South Atlantic or Mid Atlantic Fishery Management
Councils or the National Marine Fisheries Service. Impacts are expected to be minimal due to the temporary nature of
sedimentation impacts during channel dredging. The waters within the project area are NOT designated as PNA, are
classified as SA with ORW located further offshore, and are OPEN to shellfishing. According to the application, SAV is not
present within the project area. Average water depths within the project area ranges from -3' MLW to -20' MLW.
ESA:
The Corps has reviewed the project area, examined all information provided by the applicant and consulted the latest
North Carolina Natural Heritage Database. Based on available information, the Corps has determined that the project
will affect, but not likely adversely affect the West Indian Manatee. The use of Manatee Guidelines may be required as a
permit condition. The project would have No Effect on any other federally listed species.
N H PA 106:
Pursuant to Section 106 of the National Historic Preservation Act (NHPA) of 1966, Appendix C of 33 CFR Part 325, and
the 2005 Revised Interim Guidance for Implementing Appendix C, the District Engineer consulted district files and
records and the latest published version of the National Register of Historic Places and initially determines that no
historic properties, nor properties eligible for inclusion in the National Register, are present within the Corps' permit
area: therefore, there will be no historic properties affected.
***Please note that due to the current lapse in funding for other Federal agencies that may have an interest in
commenting on the proposed action, the District Engineer (DE) may extend the comment period to allow such agencies
to comment so that the required Public Interest Review can be completed. In cases where the proposed action may
effect a listed species or a species proposed for listing, the DE will be unable to make a final decision on the proposed
action until the requirements of the Endangered Species Act have been satisfied.***
Please contact me if you have any questions and please provide comments as soon as you can, or by February 4, 2019.
Emily Greer, Regulatory Specialist
Wilmington District - Wilmington Regulatory Field Office
69 Darlington Avenue, Wilmington, NC 28403
910.251.4567 (o)

CLASSIFICATION: UNCLASSIFIED

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Legend
PROPERTY BOUNDARY I■■ ■■i■■i■■ I■
Project: Date: Revision Date:
NOTES: ZLMG Shoals At Lea's Waterfront 9/6/18 10/30/18
1. BASE CAD FILE FROM PARMOUNTE ENGINEERING.
Scale: Job Number:
2. NOT A SURVEYED OR ENGINEERED DRAWING. LAND MANAGEMENT GROUP 1"=300' LMG16.324
a DAVEY# company Title:
3. FOR ENVIRONMENTAL PERMITTING ONLY. 3605 Wrightsville Ave, Suite 15 Plan View Drawn By: Sheet Number:
Wilmington, North Carolina 284021 GSF 2 of 17
Telephone: [phone]
\\FILE01\data\CAMA\2016 CAMA FILES\02-16-324 --- Lea Tract, Factory Rd, D Logan\CAD\Waters at Lea Island.dwg

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Legend
PROPERTY BOUNDARY
NOTES:
Project:
Date:
9/6/18
Revision Date:
10/30/18
1. BASE CAD FILE FROM PARMOUNTE ENGINEERING.
ZLMG
Shoals At Lea's Waterfront
2. NOT A SURVEYED OR ENGINEERED DRAWING.
LAND MANAGEMENT GROUP
Scale:
1"=60'
Job Number:
LMG16.324
3. FOR ENVIRONMENTAL PERMITTING ONLY.
a DAVEY# company
3805 Wrightsville Ave, suite 15
Title:
Plan View
Drawn By:
Sheet Number:
0in
sn 190
Wilmington, North Carolina 284021
Marina Detail
GSF
3 of 17
Telephone: [phone]
\\FILEO 1\data\CAMA\2016 CAMA FILES\02-16-324 --- Lea Tract, Factory Rd, D Logan\CAD\Waters at Lea Island.dwg

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Legend
SLIP NUMBERS O
NOTES:
Project: Date:
Revision Date:
1. BASE CAD FILE FROM PARMOUNTE ENGINEERING. ZLMG
Shoals At Lea's Waterfront 9/6/18
10/30/18
2. NOT A SURVEYED OR ENGINEERED DRAWING.
LAND MANAGEMENT GROUP
Scale:
1"=60'
Job Number:
LMG16.324
3. FOR ENVIRONMENTAL PERMITTING ONLY.
a DAVEV#— company
3805 Wrightsville Ave, suite 15
Title:
Marina Detail Drawn By:
Sheet Number:
0in
sn 190 Wilmington, North Carolina 28402
Slip Numbers GSF
4 of 17
Telephone: [phone]
\\FILEO 1\data\CAMA\2016 CAMA FILES\02-16-324 --- Lea Tract, Factory Rd, D Logan\CAD\Waters at Lea Island.dwg

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LEA PROPERTY
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DEAD RESTRICTION NOTES:
1. LOT NUMBERS 66, 67, 58 AND 59 WILL BE DEED RESTRICTED
PROHIBIT ANY BOAT SLIPS.
2. LOT NUMBER 57 WILL BE RESTRICTED TO ONE SLIP LOCATED ON `
THE SOUTHERN 39' PORTION OF THE LOT. /
3. LOT NUMBERS 50 THROUGH 56, THE MEDLIN PROPERTY AT 209 ap
LEA'S LANE AND THE LEA PROPERTY AT 301 LEA'S LANE WILL BE
RESTRICTED TO ONE BOAT SLIP EACH. OUTER MARSH
4. SEE APPENDIX C IN THE APPLICATION SUBMITTAL FOR DRAFT
LANGUAGE. EDGE
5. LOT NUMBERS SUBJECT TO CHANGE. DEED RESTRICTIONS WILL BE
PLACED SO THAT NO SLIPS IN THE ENTRANCE CHANNEL ARE
WITHIN 200' OF THE NEAREST SLIP WITHIN THE BASIN AND SO THAT CHANNEL MAINTENANCE
NO MORE THAN 10 SLIPS ARE ALLOWED ALONG THE CANAL
ENTRANCE CHANNEL, REGARDLESS OF LOT NUMBERS AT TIME OF DREDGING LIMITS
PLAT RECORDATION.
Legend
PROPERTY BOUNDARY
Project: Date: Revision Date:
NOTES: ZLMG Shoals At Lea's Waterfront 9/6/18 10/30/18
1. BASE CAD FILE FROM PARMOUNTE ENGINEERING.
Scale: Job Number:
2. NOT A SURVEYED OR ENGINEERED DRAWING. LAND MANAGEMENT GROUP 1"=80' LMG16.324
3. FOR ENVIRONMENTAL PERMITTING ONLY. a DAVEYI company Title:
3805 Wrightsville Ave, suite 15 Channel Detail Drawn By: Sheet Number:
0sn0 Wilmington, North Carolina 284021 GSF 5 of 17
Telephone: [phone]
\\FILEO 1\data\CAMA\2016 CAMA FILES\02-16-324 --- Lea Tract, Factory Rd, D Logan\CAD\Waters at Lea Island.dwg

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Legend
CHANNEL LIMITS — — — — — — —
Project:
Date:
Revision Date:
NOTES:
9/6/18
10/30/18
1. BASE CAD FILE FROM PARMOUNTE ENGINEERING.
ZLMG
Shoals At Lea's Waterfront
Scale:
Job Number:
2. NOT A SURVEYED OR ENGINEERED DRAWING.
LAND MANAGEMENT GROUP
1"=100'
LMG16.324
3. FOR ENVIRONMENTAL PERMITTING ONLY.
a oar# _pang
Title: Channel
0ilin
3605 Wrightsville Ave, suite 15
Maintenance
Drawn By:
Sheet Number:
100
200
Wilmington, North Carolina 28402
Dredging Detail
GSF
6 of 17
Telephone: [phone]
\\FILE01\data\CAMA\2016 CAMA FILES\02-16-324 --- Lea Tract, Factory Rd, D Logan\CAD\Waters at Lea Island.dwg

TEMPORARY IMPACT
797 S.F. 1 60" POND
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Total Permanent Impacts to: '
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Wetlands (Coastal) 769 s.f. \ • v f \\
Streams 29 I.f.
/
RPW 69\, I.f. \
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Total Temporary Impacts to: \ \
Wetlands (404) 1,147 \ s.f.
Streams 12 \I.f. V'
' P
Legend \
PROPERTY BOUNDARY ■i■■i■■i■■ice
Project: Date: Revision Date:
NOTES: ZLMG Shoals At Lea's Waterfront 9/6/18 10/30/18
1. BASE CAD FILE FROM PARMOUNTE ENGINEERING.
Scale: Job Number:
2. NOT A SURVEYED OR ENGINEERED DRAWING. LAND MANAGEMENT GROUP 1"=300' LMG16.324
a DAVEY# company Title:
3. FOR ENVIRONMENTAL PERMITTING ONLY. 3605 Wrightsville Ave, Suite 15 Wetland Impact Drawn By: Sheet Number:
0 1 1. 1111 300 0 Wilmington, North Carolina 284021 Overview GSF 7 of 17
Telephone: [phone]
\\FILE01\data\CAMA\2016 CAMA FILES\02-16-324 --- Lea Tract, Factory Rd, D Logan\CAD\Waters at Lea Island.dwg

BMP
TEMPORARY IMPACT TO INSTALL
60" STORMWATER PIPE
797 S.F.
o
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STREAM (NO IMPACTS)
9
N
PROPOSED
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BMP
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111455 S, E PROFILE C
MR
Legend
PROPERTY BOUNDARY
Project: Date: Revision Date:
NOTES: ZLMG Shoals At Lea's Waterfront 9/6/18 10/30/18
1. BASE CAD FILE FROM PARMOUNTE ENGINEERING.
Scale: Job Number:
2. NOT A SURVEYED OR ENGINEERED DRAWING. LAND MANAGEMENT GROUP 111=60' LMG16.324
3. FOR ENVIRONMENTAL PERMITTING ONLY. a DAVEYI company Title:
3805 Wrightsville Ave, suite 15 Wetland Impact Drawn By: Sheet Number:
0 11111111111 0 Wilmington, North Carolina 284021 Detail 1 GSF 8 of 17
Telephone: [phone]
\\FILEO 1\data\CAMA\2016 CAMA FILES\02-16-324 --- Lea Tract, Factory Rd, D Logan\CAD\Waters at Lea Island.dwg

01
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Legend
PROPERTY BOUNDARY -- -- ---- —
NOTES: —
Project: Date:
—ZLMG
1. BASE CAD FILE FROM PARMOUNTE ENGINEERING. Shoals At Lea's waterfront
Scale:
2. NOT A SURVEYED OR ENGINEERED DRAWING. LAND MANAGEMENT GROUP
Title:
3. FOR ENVIRONMENTAL PERMITTING ONLY. aD�'�`°°"te1 wetland Impact 3805 Wrightsville Ave, Suite 15 P Drawn
0 Wilmington, North Carolina 28402 Detail 2
Telephone: [phone]
\\FILE01\data\CAMA\2016 CAMA FILES\02-16-324 --- Lea Tract, Factory Rd, D Logan\CAD\Waters at Lea Island.dwg
9/6/18
1"=60'
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Date:
10/30/18
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mber:
9of17
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Legend
PROPERTY BOUNDARY -- -- -- -- —
Project: Date: Revision Date:
NOTES: ZLMG Shoals At Lea's Waterfront 9/6/18 10/30/18
1. BASE CAD FILE FROM PARMOUNTE ENGINEERING.
Scale: Job Number:
2. NOT A SURVEYED OR ENGINEERED DRAWING. LAND MANAGEMENT GROUP 1"=60' LMG16.324
3. FOR ENVIRONMENTAL PERMITTING ONLY. ao, r#�o�,�„3, Title:
3805 Wrightsville Ave, Suite 15 Wetland Impact Drawn By: Sheet Number:
01111 Fin 190 Wilmington, North Carolina 284021 Detail 3 GSF 10 of 17
Telephone: [phone]
\\FILE01\data\CAMA\2016 CAMA FILES\02-16-324 --- Lea Tract, Factory Rd, D Logan\CAD\Waters at Lea Island.dwg

i.
CHANNEL MAINTENANCE
RORLEs
PROFILE 4'.,_—,`i
11 DREDGING LIMITS , , PROFILE 5
OUTER MARSH
EDGE
\ J /
\ USACE NAVIGATION CHANNEL
Legend
CHANNEL LIMITS — — — — — — —
Project: Date: Revision Date:
NOTES: ZLMG Shoals At Lea's Waterfront 9/6/18 10/30/18
1. BASE CAD FILE FROM PARMOUNTE ENGINEERING.
Scale: Job Number:
2. NOT A SURVEYED OR ENGINEERED DRAWING. LAND MANAGEMENT GROUP 1"=150' LMG16.324
a DAVEY# company Title:
3. FOR ENVIRONMENTAL PERMITTING ONLY. 3605 Wrightsville Ave, Suite 15 Profile Locations Drawn By: Sheet Number:
011151in 100 200 Wilmington, North Carolina 284021 GSF 11 of 17
Telephone: [phone]
\\FILE01\data\CAMA\2016 CAMA FILES\02-16-324 --- Lea Tract, Factory Rd, D Logan\CAD\Waters at Lea Island.dwg

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Project: Date: Revision Date:
NOTES: � LM G Shoals At Lea's Waterfront 9/6/18 10/30/18
1. BASE CAD FILE FROM PARMOUNTE ENGINEERING.
Scale: Job Number:
2. NOT A SURVEYED OR ENGINEERED DRAWING. LAND MANAGEMENT GROUP As Noted LMG16.324
a DAVI company Title:
3. FOR ENVIRONMENTAL PERMITTING ONLY. 3805 Wrightsville Ave, suite 15 Profile 1 Drawn By: Sheet Number:
Wilmington, North Carolina 28402 GSF 12 of 17
Telephone: [phone]
\\FILE01\data\CAMA\2016 CAMA FILES\02-16-324 --- Lea Tract, Factory Rd, D Logan\CAD\Waters at Lea Island.dwg

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NOTES: � LM G Shoals At Lea's Waterfront 9/6/18 10/30/18
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3805 Wrightsville Ave, Suite 15 Profile 2 Drawn By: Sheet Number:
Wilmington, North Carolina 28402 GSF 13 of 17
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NOTES: � LM G Shoals At Lea's Waterfront 9/6/18 10/30/18
1. BASE CAD FILE FROM PARMOUNTE ENGINEERING.
Scale: Job Number:
2. NOT A SURVEYED OR ENGINEERED DRAWING. I.AND MANAGEM6NTGRGUP As Noted LMG16.324
3. FOR ENVIRONMENTAL PERMITTING ONLY. a DAVEY# company Title:
3805 Wrightsville Ave, Suite 15 Profile 2 Drawn By: Sheet Number:
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\\FILEO 1\data\CAMA\2016 CAMA FILES\02-16-324 --- Lea Tract, Factory Rd, D Logan\CAD\Waters at Lea Island.dwg

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NOTES: � LM G Shoals At Lea's Waterfront 9/6/18 10/30/18
1. BASE CAD FILE FROM PARMOUNTE ENGINEERING.
Scale: Job Number:
2. NOT A SURVEYED OR ENGINEERED DRAWING. LAND MANAGEMENT GROUP As Noted LMG16.324
a DAVEY# company Title:
3. FOR ENVIRONMENTAL PERMITTING ONLY. 3805 Wrightsville Ave, Suite 15 Profile Drawn By: Sheet Number:
Wilmington, North Carolina 28402 GSF 14 of 17
Telephone: [phone]
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NOTES: � LM G Shoals At Lea's Waterfront 9/6/18 10/30/18
1. BASE CAD FILE FROM PARMOUNTE ENGINEERING.
Scale: Job Number:
2. NOT A SURVEYED OR ENGINEERED DRAWING. LAND MANAGEMENT GROUP As Noted LMG16.324
a DAVEY# company Title:
3. FOR ENVIRONMENTAL PERMITTING ONLY. 3805 Wrightsville Ave, Suite 15 Profile Drawn By: Sheet Number:
Wilmington, North Carolina 28402 GSF 14 of 17
Telephone: [phone]
\\FILE01\data\CAMA\2016 CAMA FILES\02-16-324 --- Lea Tract, Factory Rd, D Logan\CAD\Waters at Lea Island.dwg

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\\FILEO 1\data\CAMA\2016 CAMA FILES\02-16-324 --- Lea Tract, Factory Rd, D Logan\CAD\Waters at Lea Island.dwg
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3805 Wrightsville Ave, Suite 15
Vilmington, North Carolina 28402
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\\FILEO 1\data\CAMA\2016 CAMA FILES\02-16-324 --- Lea Tract, Factory Rd, D Logan\CAD\Waters at Lea Island.dwg
Project: Date:
_L M G Shoals At Lea's Waterfront 9/6/18
Scale:
LAND MANAGEMENT GROUP As Noted
a DAV1l company Title:
3805 Wrightsville Ave, Suite 15 Profile 5 Drawn By:
Vilmington, North Carolina 28402 GSF
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10/30/18
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REPLY TO
ATTENTION OF:
Regulatory Division
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON. NORTH CAROLINA 28403-1343
January 4, 2019
Action ID: SAW -2018-01501 Applicant: Logan Development, Inc.
Shoals at Lea's Waterfront
Waterway: Atlantic Intercoastal Waterway
County: Pender
Work Type: Proposal to construct a 119 -lot residential subdivision with upland basin to
accommodate a 75 -slip marina and channel dredging
Mr. Fritz Rohde
Ms. Twyla Cheatwood
National Marine Fisheries Service
Habitat Conservation Service
Pivers Island
Beaufort, North Carolina 28516
Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Dr. Pace Wilber
National Marine Fisheries Service
Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Mr. Todd Allen Bowers
US EPA Region 4 Life Scientist
Water Protection Division
61 Forsyth Street, SW
Atlanta, Georgia 30303-8960
BOSN4/Mr. Ryan Taylor
United States Coast Guard
Sector NC Waterways Management
2301 East Fort Macon Road
Atlantic Beach, North Carolina 28512
Ms. Debbie Wilson
North Carolina Department of
Environmental Quality
Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Mr. Doug Huggett
North Carolina Department of
Environmental Quality
Division of Coastal Management
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
Ms. Karen Higgins
Division of Water Resources
North Carolina Department of
Environmental Quality
1650 Mail Service Center
Raleigh, North Carolina 27699-1650

Ladies and Gentlemen:
Pursuant to the CAMA-Corps Programmatic Permit process, a State Field Investigation
Report is enclosed. Your comments and/or recommendations would be appreciated on or before
February 4, 2019. Questions or comments maybe addressed to the undersigned at (910) 251-
4567.
Sincerely,
Emily Greer, Regulatory Project Manager
Wilmington Regulatory Field Office

CAMA Application for Major Development
Permit
For:
Shoals at Lea's Waterfront
Hampstead, Pender County, North Carolina
Prepared By:
Land Management Group
3805 Wrightsville Avenue
Wilmington, North Carolina
September 2018
Revised October 2018

Contents
1. Form DCM-MP-1...................................................................................................................................2
2. Form DCM MP-2...................................................................................................................................6
3. Form DCM MP-3...................................................................................................................................8
4. Form DCM MP-4.................................................................................................................................
10
S. Form DCM MP -5 .................................................................................................................................14
6. DCM MP -1 Section 6.0 Additional Information..................................................................................18
6.1 Section 6. a. Project Narrative....................................................................................................18
7. DCM MP -4 Supplement......................................................................................................................
19
Appendices
Appendix A -Site Location Map and Work Plats
Appendix B -Deed, Agent Authorization, Old North State Sewer Letter and Adjacent Riparian Owner
Notifications
Appendix C -Draft Deed Restrictions
CAMA Application for Major Development Permit — September 2018 -Revised October 2018
Shoals at Lea's Waterfront
Hampstead, Pender County, North Carolina i

1. Form DCM-MP-1
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name
Project Name (if applicable)
Logan Development, Inc.
Shoals at Lea's Waterfront
Applicant 1: First Name
MI
Last Name
D
Agent/ Contractor 1: First Name
Logan
Applicant 2: First Name
MI
Last Name
NA
Agent/ Contractor 2: First Name
MI
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
60 Gregory Road, Suite 1
PO Box
Leland
NC
ZIP
Country
Phone No.
FAX No.
28451
USA
910-452-7175
NA
Street Address (if different from above)
City
State
ZIP
NA
ext. NA
NA ext. NA
FAX No.
Email
[e-mail]
2. AgentContractor Information
Business Name
Land Management Group, Inc.
Agent/ Contractor 1: First Name
MI
Last Name
Greg
Finch
Agent/ Contractor 2: First Name
MI
Last Name
Steve
Morrison
Mailing Address
PO Box
City
State
3805 Wrightsville Avenue, Suite 15
Wilmington
NC
ZIP
Phone No. 1
Phone No. 2
28403
910-452-0001
ext. NA
NA ext. NA
FAX No.
Contractor #
NA
NA
Street Address (if different from above)
City
State
ZIP
NA
Email
[e-mail]; [e-mail]
CAMA Application for Major Development Permit — September 2018 - Revised October 2018
Shoals at Lea's Waterfront
Hampstead, Pender County, North Carolina

3. Project Location
County (can be multiple)
Street Address
State Rd. #
Pender
Factory Road
NA
Subdivision Name
City
State
Zip
Waters at Lea Island
Hampstead
NC
28443
Phone No.
Lot No. (s) (if many, attach additional page with list)
NA
119 proposed
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak
AIWW
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
❑Natural ®Manmade ❑Unknown
AIWW
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
i. Is the proposed project consistent with the applicable zoning?
Pender County
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
—1,330 Ift
+/- 68.36 acres
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
11,250sf-35,000sf
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
0-30' ®NHW or ❑NWL
e.
Vegetation on tract
Loblolly pines, assorted hardwoods, shrubs and lawn grasses.
f.
Man-made features and uses now on tract
Soil and paved roads, mobile home park, boat ramp, boat docks, bulkheads.
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?
RP, residential performance
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k.
Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ®Yes ❑No ❑NA
If yes, by whom? Submitted to SHPO 10/4/18 by Archaeological Consultants of the Carolinas, Inc.
I.
Is the proposed project located in a National Registered Historic District or does it involve a National ❑Yes ®No ❑NA
Register listed or eligible property?
CAMA Application for Major Development Permit — September 2018 - Revised October 2018
Shoals at Lea's Waterfront
Hampstead, Pender County, North Carolina

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.
Onsite septic systems
o. Describe existing drinking water supply source.
County water
p. Describe existing storm water management or treatment systems.
Swale conveyance, no treatment systems
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Government
®Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
The applicant proposes to develop a residential community with marina and amenities.
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 construction methodology and construction equipment to be stored on site during development.
d.
List all development activities you propose.
Residential
community development including roads and infrastructure with marina, clubhouse, amenities, channel dredging, bulkheads.
e.
Are the proposed activities maintenance of an existing project, new work, or both? New
f.
What is the approximate total disturbed land area resulting from the proposed project? 65.04 ❑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.
Existing swale conveyance to streams/wetland areas. Proposed impervious runoff will be piped or sheet flow to stormwater
wet ponds/infiltration areas and be discharged in accordance with state rules to existing drainage outfalls.
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. See project narrative
CAMA Application for Major Development Permit — September 2018 - Revised October 2018
Shoals at Lea's Waterfront
Hampstead, Pender County, North Carolina

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 Dorothy Medlin Phone No. NA
Address 209 Leas Lane, Hampstead, N.C. 28443
Name Reba Avery Phone No. NA
Address 7231 Masonboro Sound Road, Wilmington, N.C. 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.
Corps permit 31-69, Bert Lea, 6/2/69; CAMA permit 71-83, Bert
Lea, 6/3/83; CAMA permit 169-89, Bert Lea, 8/16/89
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: 10/30/2018 Print Name: Greg Finch, Agent, Land Management Group, Inc.
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
CAMA Application for Major Development Permit — September 2018 - Revised October 2018
Shoals at Lea's Waterfront
Hampstead, Pender County, North Carolina

2. Form DCM MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
1. EXCAVATION ❑This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.-8,638cy Sand
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 1,769 sf ❑SAV OSB
OWL 16,573 sf ❑None
(ii) Describe the purpose of the excavation in these areas: Inland
marina basin excavation, entrance channel
d. High -ground excavation in cubic yards. 126,081cy
2. DISPOSAL OF EXCAVATED MATERIAL El This section not applicable
a. Location of disposal area. High ground on-site b. Dimensions of disposal area. Greater than 10 acres
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:
NA.
d. (i) Will a disposal
maintenance?
❑Yes ®No ❑NA
(ii) If yes, where?
NA
area be available for future
f. (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(ii) If yes, how much water area is affected?
CAMA Application for Major Development Permit — September 2018 - Revised October 2018
Shoals at Lea's Waterfront
Hampstead, Pender County, North Carolina
31
Access
Other
Channel
Canal
Boat
Boat
Rock
Rock
(excluding
(NLW or
Basin
Ramp
Groin
Breakwater
shoreline
NWL)
stabilization)
Length
2,123'
367'
Width
40'-92'
264'
Avg. Existing
-3'-+20'
+20' mlw
NA
NA
Depth
mlw
Final Project
-6' mlw
-6' mlw
NA
NA
Depth
1. EXCAVATION ❑This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.-8,638cy Sand
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 1,769 sf ❑SAV OSB
OWL 16,573 sf ❑None
(ii) Describe the purpose of the excavation in these areas: Inland
marina basin excavation, entrance channel
d. High -ground excavation in cubic yards. 126,081cy
2. DISPOSAL OF EXCAVATED MATERIAL El This section not applicable
a. Location of disposal area. High ground on-site b. Dimensions of disposal area. Greater than 10 acres
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:
NA.
d. (i) Will a disposal
maintenance?
❑Yes ®No ❑NA
(ii) If yes, where?
NA
area be available for future
f. (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(ii) If yes, how much water area is affected?
CAMA Application for Major Development Permit — September 2018 - Revised October 2018
Shoals at Lea's Waterfront
Hampstead, Pender County, North Carolina
31

3. SHORELINE STABILIZATION El This section not applicable
(If development is a wood groin, use MP -4 — Structures)
a. Type of shoreline stabilization:
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL: 0'
e. Type of stabilization material:
Sheet pile, riprap
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill NA Riprap NA
Breakwater/Sill NA Other NA
i. Source of fill material.
Contractor supplied riprap
b. Length: 2800'
Width: 1.5'
d. Maximum distance waterward of NHW or NWL: 0'
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.
Amount unknown
h. Type of fill material.
NA
4. OTHER FILL ACTIVITIES El This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ❑Yes ®No ❑NA b.
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
(i) Will fill material be placed in 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
®WL 3,019s ❑None
(ii) Describe the purpose of the fill in these areas:
One interior road crossing and lot fill. See sheet 7 of 17.
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.,
controlled? dragline, backhoe, or hydraulic dredge)?
Bulkhead, silt fencing, inlet and outlet protection, sediment basins, Backhoe, bucket to barge excavation and hydraulic
standard erosion control practices dredge.
C. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to
❑Yes ®No ❑NA project site? ❑Yes ®No [:]NA
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or
NA minimize environmental impacts.
NA
Date
10/30/2018
Project Name
Shoals at Lea's Waterfront
Applicant Name
Logan Development, Inc.
Applicant Signature
Greg Finch, Agent, Land Management Group, Inc.
CAMA Application for Major Development Permit — September 2018 - Revised October 2018
Shoals at Lea's Waterfront
Hampstead, Pender County, North Carolina
7

3. Form DCM MP -3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. 119 residential lots
119 residential homes, clubhouse, marina facility
c. Density (give the number of residential units and the units per acre). d. Size of area to be graded, filled, or disturbed including
119 residential units, 1.76 units per acre roads, ditches, etc.
—65.04 acres
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ®No ❑NA to be submitted
(ii) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
Less than 30% or engineered/permitted amount within 75' coastal
shoreline AEC
Less than 25% within 575' ORW coastal shoreline AEC
i. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops, or
to be used for vehicular driveways or parking.
40%
j. Describe proposed method of sewage disposal.
Gravity to pump station to force main to off site treatment plant (Old
North State Water Co.
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
Limited surface runoff, treated residential stormwater
f. List the materials (such as marl, paver stone, asphalt, or
concrete) to be used for impervious surfaces.
Concrete, asphalt
h. Projects that require a CAMA Major Development Permit
may also require a Stormwater Certification.
(i) Has a site development plan been submitted to the
Division of Water Quality for review?
❑Yes ®No ❑NA to be submitted
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or
local approval?
❑Yes ®No ❑NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative
stormwater design?
❑Yes ®No ❑NA
If yes, attach appropriate documentation.
CAMA Application for Major Development Permit — September 2018 - Revised October 2018
Shoals at Lea's Waterfront
Hampstead, Pender County, North Carolina
0

m. Describe proposed drinking water supply source (e.g., well, n. (i) Will water be impounded? ❑Yes ®No ❑NA
community, public system, etc.) (ii) If yes, how many acres? N/A
County water system
o. When was the lot(s) platted and recorded?
Not platted yet, in review with Pender County Planning
p. If proposed development is a subdivision, will additional utilities
be installed for this upland development?
®Yes ❑No ❑NA
10/30/2018
Date
Shoals at Lea's Waterfront
Project Name
Logan Development, Inc.
Applicant Name
Greg Finch, Agent, Land Management Group, Inc.
Applicant Signature
CAMA Application for Major Development Permit — September 2018 - Revised October 2018
Shoals at Lea's Waterfront
Hampstead, Pender County, North Carolina 9

4. Form DCM MP -4
Structures
(Construction within Public Trust Areas)
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
❑Commercial ❑Public/Government ®Private/Comm unity
c. (i) Dock(s) and/or pier(s)
(ii) Number See MP -4 supplement
(iii) Length '
(iv) Width
(v) Floating ®Yes ❑No
e. (i) Are Platforms included? ❑Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes ❑No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
75
(ii) Number of slips existing
0
i. Check the proposed type of siting:
E 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: 35'
m. (i) Will the facility have tie pilings?
®Yes ❑No
(ii) If yes number of tie pilings?
36
El This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes ®No
d. (i) Are Finger Piers included? ®Yes ❑No
If yes:
(ii) Number See MP -4 supplement
(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
E Dockage ("wet slips") only, number of slips: 75
❑ 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).
Mixed types
I. (i) Will the facility be open to the general public?
❑Yes ®No
CAMA Application for Major Development Permit — September 2018 - Revised October 2018
Shoals at Lea's Waterfront
Hampstead, Pender County, North Carolina
10

2. DOCKING FACILITY/MARINA OPERATIONS [:1 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 2 Location: clubhouse
❑ Showers
® Boatholding tank pumpout; Give type and location: Pump out, located on 72' finger near kayak dock/hut.
b. Describe treatment type and disposal location for all sanitary wastewater.
Sewer system
c. Describe the disposal of solid waste, fish offal and trash.
Enclosed trash receptacles
d. How will overboard discharge of sewage from boats be controlled?
No overboard discharge signs.
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
One, located at the marina entrance.
(ii) Give the location and number of "Pumpout Available" signs proposed.
One, located at marina entrance.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum
products.
NA
g. Where will residue from vessel maintenance be disposed of?
NA
h. Give the number of channel markers and "No Wake" signs proposed.
NA
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
NA
j. What will be the marina policy on overnight and live -aboard dockage?
No overnight or live -aboard dockage.
k. Describe design measures that promote boat basin flushing?
Marina basin corners to be shallower than center and entrance channel. Channel shall extend to the deeper water of the AIWW.
I. If this project is an expansion of an existing marina, what types of services are currently provided?
NA
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ®No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
®Yes ❑No Adjacent
CAMA Application for Major Development Permit — September 2018 - Revised October 2018
Shoals at Lea's Waterfront
Hampstead, Pender County, North Carolina 11

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 1769sf ❑SAV ❑SB
®WL 16,573sf ❑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/Comm unity
(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): b. Number
❑Commercial ❑Public/Government ❑Private/Community
c• Distance to be placed beyond shoreline d. Description of buoy (color, inscription, size, anchor, etc.)
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
CAMA Application for Major Development Permit — September 2018 - Revised October 2018
Shoals at Lea's Waterfront
Hampstead, Pender County, North Carolina 12

7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
Greater than 15' on each side.
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
NA, upland basin.
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.
NA
b. Proximity of structure(s) to adjacent docking facilities.
NA, upland basin.
d. Water depth at waterward end of structure at NLW or NWL
-6 MLW within basin.
8. OTHER ®This section not applicable
a. Give complete description:
10/30/2018
Date
Shoals at Lea's Waterfront
Project Name
Logan Development, Inc.
Applicant Name
Agent, Land Management Group, Inc.
Applicant Signature
CAMA Application for Major Development Permit — September 2018 - Revised October 2018
Shoals at Lea's Waterfront
Hampstead, Pender County, North Carolina 13

5. Form DCM MP -5
BRIDGES and CULVERTS
1. BRIDGES ®This section not applicable
a. Is the proposed bridge: b. Water body to be crossed by bridge:
❑Commercial ❑Public/Government ❑Private/Comm unity
c. Type of bridge (construction material):
e. (i) Will proposed bridge replace an existing bridge? ❑Yes ❑No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
d. Water depth at the proposed crossing at NLW or NWL:
f. (i) Will proposed bridge replace an existing culvert? ❑Yes ❑No
If yes,
(ii) Length of existing culvert:
(iii) Width of existing culvert:
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
g. Length of proposed bridge: h. Width of proposed bridge:
i. Will the proposed bridge affect existing water flow? ❑Yes ❑No j. Will the proposed bridge affect navigation by reducing or increasing
If yes, explain: the existing navigable opening? ❑Yes ❑No
If yes, explain:
k. Navigation clearance underneath proposed bridge: I. Have you contacted the U.S. Coast Guard concerning their
approval? ❑Yes ❑No
If yes, explain:
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands:
waters? ❑Yes ❑No
If yes, explain:
CAMA Application for Major Development Permit — September 2018 - Revised October 2018
Shoals at Lea's Waterfront
Hampstead, Pender County, North Carolina
14

2, CULVERTS ❑This section not applicable
a. Number of culverts proposed: 5
c. Type of culvert (construction material):
RCP
b. Water body in which the culvert is to be placed:
404 wetlands, RPW
d. (i) Will proposed culvert replace an existing bridge? e. (i) Will proposed culvert replace an existing culvert?
❑Yes ®No ❑Yes ®No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f. Length of proposed culvert: 36" Cad 70' ; 60" Q 100'
h. Height of the top of the proposed culvert above the NHW or NWL.
NA
j. Will the proposed culvert affect navigation by reducing or increasing
the existing navigable opening? ❑Yes ®No
If yes, explain:
If yes,
(ii) Length of existing culvert(s):
(iii) Width of existing culvert(s):
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
g. Width of proposed culvert: 4 Q 36" 1 (cD 60"
i. Depth of culvert to be buried below existing bottom contour.
Road crossings culverts 6" below grade. Pond equalization
pipe per stormwater permitting.
k. Will the proposed culvert affect existing water flow?
❑Yes ®No
If yes, explain:
CAMA Application for Major Development Permit — September 2018 - Revised October 2018
Shoals at Lea's Waterfront
Hampstead, Pender County, North Carolina
15

3. EXCAVATION and FILL ❑This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ❑Yes ®No
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
C.
d
(i) Will the placement of the proposed bridge or culvert require any
high -ground excavation? ®Yes ❑No
If yes,
(ii) Avg. length of area to be excavated: 30'
(iii) Avg. width of area to be excavated: 10'
(iv) Avg. depth of area to be excavated: 5'
(v) Amount of material to be excavated in cubic yards: 1 0C
(averages for each of 6 proposed culverts)
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within 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 2,252sf ❑None
(ii) Describe the purpose of the excavation in these areas:
Road crossings, pond equalization pipe
If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: Culvert backfill, excess to be placed in adjacent upland area
(ii) Dimensions of the spoil disposal area: Less than '/a acre
(iii) Do you claim title to the disposal area? ®Yes ❑No (If no, attach a letter granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ❑Yes ®No
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell bottom
(SB)?
❑CW ❑SAV ®WL ❑SB ❑None
If any boxes are checked, give dimensions if different from (ii) above. Culvert backfill only
(vi) Does the disposal area include any area below the NHW or NWL? ❑Yes ®No
If yes, give dimensions if different from (ii) above. N/A
e. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ❑Yes ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
g. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high -ground? ❑Yes ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
f. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? No If any boxes are checked, provide the number of
square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of the excavation in these areas:
N/A
CAMA Application for Major Development Permit — September 2018 - Revised October 2018
Shoals at Lea's Waterfront
Hampstead, Pender County, North Carolina
16

4. GENERAL
a. Will the proposed project require the relocation of any existing utility b. Will the proposed project require the construction of any temporary
lines? ®Yes ❑No detour structures? ❑Yes ®No
If yes, explain: Electric line, cable relocation If yes, explain:
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
c. Will the proposed project require any work channels? d. How will excavated or fill material be kept on site and erosion
❑Yes ®No controlled?
If yes, complete Form DCM-MP-2. Bulkheads, sediment ponds, silt fencing
e. What type of construction equipment will be used (for example, f. Will wetlands be crossed in transporting equipment to project site?
dragline, backhoe, or hydraulic dredge)?
❑Yes ®No
Backhoe, grader If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
N/A
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ❑Yes ®No
If yes, complete form MP -2, Section 3 for Shoreline Stabilization
only.
10/30/2018
Date
Shoals at Lea's Waterfront
Project Name
Logan Development, Inc.
Applicant Name
Agent, Land Management Group, Inc.
Applicant Signature
CAMA Application for Major Development Permit — September 2018 - Revised October 2018
Shoals at Lea's Waterfront
Hampstead, Pender County, North Carolina 17

6. DCM MP -1 Section 6.0 Additional Information
6.1 Section 6. a. Project Narrative
The property consists of approximately 68.36 acres along the south side of Factory Road in Hampstead on Topsail Sound
with access to the Intracoastal Waterway. Current uses of the property are as a tree farm and mobile home park. According
to the current owner, past property uses included the farming of peanuts, corn and cotton. The trees were cleared in 1995
by the Forest Service and replanted in loblolly pine. The property is zoned RP and the development is an acceptable use
within that zoning. The water quality classification along the shoreline is SA with ORW waters located further offshore.
The waters are open to the harvest of shellfish for human consumption. This location is not mapped as Primary Nursery
Area. Dredged boat channels are located parallel to the shoreline with a connecting dredged channel to the Intracoastal
waterway. An existing boat ramp is located at the upper end of a dredged canal that extends into the property. The canal
features bulkheads on either side with private docks. There is an existing mobile home park at the eastern end of the
property with numerous private docks.
Bulkheading is proposed along the north side of the canal channel shoreline, new marina entrance channel and around
the marina basin. The residential development will consist of 119 lots. Stormwater treatment for the project will be
engineered and feature wet detention and infiltration areas. State stormwater permitting and sedimentation/erosion
control permitting will be obtained. Sewer service will be provided by Old North State Water Company. Their letter of
intent to supply sewer service is attached in Appendix B.
The proposed inland basin marina will have a final depth of -6' mean low water and feature 75 wet slips and kayak
launching area for future community residents. The marina basin will be excavated first and prior to connecting the basin
with the open water, material dredged from the open water channels will be pumped to the excavated basin for settling.
The existing dredged channel leading from the upper end of the existing canal to the Intracoastal Waterway will be
hydraulically dredged to a depth of -6' mean low water as well as the shore -parallel channel north of the existing canal.
Channel bottom widths will be approximately 40' in the open water and widen up to 92' between the bulkheads lining the
entrance channel to the basin. Excavated basin and new entrance channel material will be stockpiled then used for
landscaping and the formation of planted berms in common areas and vegetative buffer.
The marina will be positioned so that there will be at least 325' from the current open shellfishing waters in the upper end
of the existing canal to the first slip in the basin. This will avoid any shellfishing closure in the open waters. Through
coordination with the Shellfish Sanitation Office, no boat slip in the entrance channel will be permitted within a distance
of 200' as measured from the first boat slip in the marina basin. As a precautionary measure, deed restrictions relating to
boat slips along the entrance channel will be placed on the following properties:
Lots 58, 59, 66 and 67 — No boat slips allowed
Lot 57 — No boat slip allowed on the northern 33' of shoreline on Lot 57
Lots 50 to 56 — no more than one slip per lot
Lea and Medlin properties entrance channel frontage — no more than one slip per property.
The attached draft deed restrictions will be recorded for the subject properties upon CAMA permit issuance (Appendix C).
A field delineation of 404 wetlands, coastal wetlands and the normal high water line has been performed on the property.
Corps of Engineers Regulatory staff has inspected and approved the 404 wetland delineation in the field. A Corps
Jurisdictional Determination (JD) will be forthcoming. DCM staff has approved the delineated coastal wetland and normal
high water lines. A narrow area of coastal wetlands will be crossed by the new entrance channel to access the inland basin.
The basin itself has been positioned to avoid significant impacts to the longest of the three 404 wetland fingers in this
area. A 29 If segment of stream within the 404 wetlands will be permanently impacted by the entrance channel to the
CAMA Application for Major Development Permit — September 2018 - Revised October 2018
Shoals at Lea's Waterfront
Hampstead, Pender County, North Carolina 18

inland basin. Elsewhere in the development, permanent 404 wetland impacts have been minimized to provide for two
road crossings. Permanent fresh water wetland impacts will total 19,592 s.f. and RPW impacts will total 69 Lf. Permanent
coastal wetland impacts from the entrance channel will total 1,769 s.f. The applicant is proposing mitigation for the
minimized wetland and stream impacts through the use of the Northeast Cape Fear River Umbrella Mitigation Bank. A
summary of both permanent and temporary impacts is in the following table.
Total Permanent ImDacts to:
Wetlands (404)
19,592
s.f.
Wetlands (Coastal)
1769
s.f.
Streams
29
I.f.
RPW
69
Lf.
Total Temporary Impacts to:
Width
Wetlands (404)
1147
s.f.
Streams
12
I.f.
7. DCM MP -4 Supplement
CAMA Application for Major Development Permit — September 2018 - Revised October 2018
Shoals at Lea's Waterfront
Hampstead, Pender County, North Carolina
19
Dock A
Dock B
Dock C
Length
Width
Length
Width
Length
Width
Number
Number
Number
Docks
1
313
6
1
213.5
8
1
313
6
1
47.5
10.5
1
44.5
17
1
47.5
10.5
1
68
6
Number
Number
Number
8
35
4.5
2
25.5
4.5
8
35
4.5
1
40
4.5
14
30
4.5
1
40
4.5
Fingers
1
41.5
4.5
1
72
6
1
72
6
1
36
3.5
1
17.5
3.5
CAMA Application for Major Development Permit — September 2018 - Revised October 2018
Shoals at Lea's Waterfront
Hampstead, Pender County, North Carolina
19

Appendix A-Site Location Map and Work Plats

Hwy 210
/FactoSite
-.
Site Location Map
NTSs
A,,
RY ROAD
1/Z
i
r
P
\ / -A d,
PROPERTY BO DA RY
1Z, `
5' AEC
EXISTING ADJACENT P RS
AND DOCKS TO REM IN ,---- .i. , ' EXISTING PIE
\ AND DOC TO
\ ORW/SA OUNDARY LINE: ,,'' E RE VED �1

VEGETATIVE BUFFER/
ASA ,1 SPOIL DISPOSAL
� r
61
\ r \
i
�'•., FACTORY ROAD
VEGETATIVE BUFFER/
•: I-ol SPOIL DISPOSAL
PROP\\ \SED CLUBHOUSE`, : �� ' '
\ - �� \\ '\ REBA AVERY ET AL
-- --AND, POOL +, �' ® \
VEGETAL VE BUFFER/
�- �` ';••' �- `\�, SP,OIL'DISPOSAL
\PROPOSED 76�SLIP MA SIA i \� ����✓�' o `� '��
\ 367' LONG Y 264'
JI
PROPERTY BO NDAR \ ♦ \ �'• �\ A��.
,
DOROTHY\MEDLIN \ -
gARI NA ENTRA CE CH A EL
90' WIDE BY""380' LONG (BA IN TO 1✓V) ✓,' �N. ` �`%,�,��� �~ _J
EXISTING NAL
70'-901 IDE BY 300' L NG
CHANNEL \MAINTENANC DRED G
40' WIDE (SEE DETAI SHEETS
Legend
PROPERTY BOUNDARY I■■ ■■i■■i■■ I■
Project: Date: Revision Date:
NOTES: ZLMG Shoals At Lea's Waterfront 9/6/18 10/30/18
1. BASE CAD FILE FROM PARMOUNTE ENGINEERING.
Scale: Job Number:
2. NOT A SURVEYED OR ENGINEERED DRAWING. LAND MANAGEMENT GROUP 1"=300' LMG16.324
a DAVEY# company Title:
3. FOR ENVIRONMENTAL PERMITTING ONLY. 3605 Wrightsville Ave, Suite 15 Plan View Drawn By: Sheet Number:
Wilmington, North Carolina 284021 GSF 2 of 17
Telephone: [phone]
\\FILE01\data\CAMA\2016 CAMA FILES\02-16-324 --- Lea Tract, Factory Rd, D Logan\CAD\Waters at Lea Island.dwg

\ / �ivoo\\
IV -
PROP) ED LUBHOUSE
AN D P16O v
i
• i n�
\
-\� .OQ�
6.00
17.00 \00
,` 2 .50 30.3 0 \
313.5\
'PROPOSED KAYO
35.00 8.00 SAND PA�DDLEB�AR
a� e .
A\U N C H--/
4.50 0 213.50 - ,
6.00 x o 35.00 \
P R MILE 1 .� \ \ �, /.
, 40.0
30.33 26. "o"
313 • 41.5 47.'�--
V m 6.00 11
30.00 68.00
3 .0 33.00 72.0 '� \
\ �
J /r
25' OFFSET � \ 6.00 ICOM I��-I 1.67 � ,
0.0 /
10.50 � .--� - - - _ _
SA, OP f SHELLFISH) 6.00
�� P POSED KAYAK
\ A - 1.50 / I
'o, 72.0
HUT( EN �PERGOL A)
75 C v /''/ � 475 PROPOSE UMPOUTv,\ ,/
y
i
\ / " % y 30
30' UFFER
•
ED BUKH EAD
lLa�, y
_ _ /-- 80.00
90'
W I D 't-NT-RANdE
Legend
PROPERTY BOUNDARY
NOTES:
Project:
Date:
9/6/18
Revision Date:
10/30/18
1. BASE CAD FILE FROM PARMOUNTE ENGINEERING.
ZLMG
Shoals At Lea's Waterfront
2. NOT A SURVEYED OR ENGINEERED DRAWING.
LAND MANAGEMENT GROUP
Scale:
1"=60'
Job Number:
LMG16.324
3. FOR ENVIRONMENTAL PERMITTING ONLY.
a DAVEY# company
3805 Wrightsville Ave, suite 15
Title:
Plan View
Drawn By:
Sheet Number:
0in
sn 190
Wilmington, North Carolina 284021
Marina Detail
GSF
3 of 17
Telephone: [phone]
\\FILEO 1\data\CAMA\2016 CAMA FILES\02-16-324 --- Lea Tract, Factory Rd, D Logan\CAD\Waters at Lea Island.dwg

\ ,
,
v \
\`,
ni
L
- �- T
\�. R
55 61
i 21
S 62
�~ \ 22
`, 3 53 63
' 52 64
20 2425 51
19 50 65
6 26 49 66
18 � . 27
7 48 67
28 6E16
47
29 G 15 30 46
--- g 45
G
12
25' OFFSET -ICOM N
SA, OPEEK SHELLF1�SH
75 C \ �
30' UFFER
\i
PROP.) ED LUBHOUSE
AN D PolbO
oll
AS I N EXCA TJ �-
Q -5 M LW MA I,
EAR COR
N RS
PROPQSED KAY K
AN,D15ADDLEBOA
b UNtH
11111A
m
ViHi,
m ..
O PROP ED`:KAY-i K
\ HUT (OPEN RGOLA)
EDBULKHEAD��
i
\�
90'
W I D t-NTRANdE
.,4*�
L
- �- T
\�. R
55 61
i 21
S 62
�~ \ 22
`, 3 53 63
' 52 64
20 2425 51
19 50 65
6 26 49 66
18 � . 27
7 48 67
28 6E16
47
29 G 15 30 46
--- g 45
G
12
25' OFFSET -ICOM N
SA, OPEEK SHELLF1�SH
75 C \ �
30' UFFER
\i
PROP.) ED LUBHOUSE
AN D PolbO
oll
AS I N EXCA TJ �-
Q -5 M LW MA I,
EAR COR
N RS
PROPQSED KAY K
AN,D15ADDLEBOA
b UNtH
11111A
m
ViHi,
m ..
O PROP ED`:KAY-i K
\ HUT (OPEN RGOLA)
\\FILEO 1\data\CAMA\2016 CAMA FILES\02-16-324 --- Lea Tract, Factory Rd, D Logan\CAD\Waters at Lea Island.dwg
EDBULKHEAD��
\�
90'
W I D t-NTRANdE
.,4*�
v�
Legend
SLIP NUMBERS O
NOTES:
Project: Date:
Revision Date:
1. BASE CAD FILE FROM PARMOUNTE ENGINEERING. ZLMG
Shoals At Lea's Waterfront 9/6/18
10/30/18
2. NOT A SURVEYED OR ENGINEERED DRAWING.
LAND MANAGEMENT GROUP
Scale:
1"=60'
Job Number:
LMG16.324
3. FOR ENVIRONMENTAL PERMITTING ONLY.
a DAVEV#— company
3805 Wrightsville Ave, suite 15
Title:
Marina Detail Drawn By:
Sheet Number:
0in
sn 190 Wilmington, North Carolina 28402
Slip Numbers GSF
4 of 17
Telephone: [phone]
\\FILEO 1\data\CAMA\2016 CAMA FILES\02-16-324 --- Lea Tract, Factory Rd, D Logan\CAD\Waters at Lea Island.dwg

0
I f:.
i
'- pti
O
',AEC
AEC
/ �
/110/,
C�(
/-
O E2
R J L 3 %
��
v \ \
�a �o
� /-
0' BUFFER
/-- PR Q O ED, BULKHE
lk
c7d
\ a
N
EXISTING DRAINAG IPE
\,(TO MAIN) - NHW
N
` r J O f 4 404 C l'AL
j WETLA -fel
R MARSH/
GE/
MEDLIN
MEDLIN PROPERTY
209 LEA'S LANE
LEA PROPERTY
301 LEA'S LANE
DEAD RESTRICTION NOTES:
1. LOT NUMBERS 66, 67, 58 AND 59 WILL BE DEED RESTRICTED
PROHIBIT ANY BOAT SLIPS.
2. LOT NUMBER 57 WILL BE RESTRICTED TO ONE SLIP LOCATED ON `
THE SOUTHERN 39' PORTION OF THE LOT. /
3. LOT NUMBERS 50 THROUGH 56, THE MEDLIN PROPERTY AT 209 ap
LEA'S LANE AND THE LEA PROPERTY AT 301 LEA'S LANE WILL BE
RESTRICTED TO ONE BOAT SLIP EACH. OUTER MARSH
4. SEE APPENDIX C IN THE APPLICATION SUBMITTAL FOR DRAFT
LANGUAGE. EDGE
5. LOT NUMBERS SUBJECT TO CHANGE. DEED RESTRICTIONS WILL BE
PLACED SO THAT NO SLIPS IN THE ENTRANCE CHANNEL ARE
WITHIN 200' OF THE NEAREST SLIP WITHIN THE BASIN AND SO THAT CHANNEL MAINTENANCE
NO MORE THAN 10 SLIPS ARE ALLOWED ALONG THE CANAL
ENTRANCE CHANNEL, REGARDLESS OF LOT NUMBERS AT TIME OF DREDGING LIMITS
PLAT RECORDATION.
Legend
PROPERTY BOUNDARY
Project: Date: Revision Date:
NOTES: ZLMG Shoals At Lea's Waterfront 9/6/18 10/30/18
1. BASE CAD FILE FROM PARMOUNTE ENGINEERING.
Scale: Job Number:
2. NOT A SURVEYED OR ENGINEERED DRAWING. LAND MANAGEMENT GROUP 1"=80' LMG16.324
3. FOR ENVIRONMENTAL PERMITTING ONLY. a DAVEYI company Title:
3805 Wrightsville Ave, suite 15 Channel Detail Drawn By: Sheet Number:
0sn0 Wilmington, North Carolina 284021 GSF 5 of 17
Telephone: [phone]
\\FILEO 1\data\CAMA\2016 CAMA FILES\02-16-324 --- Lea Tract, Factory Rd, D Logan\CAD\Waters at Lea Island.dwg

\7 1/AE�
J
0,0
%
m VJEG ETA
O \
n
S'P DIS �'
;
1 / \gas \% Q>
o
\ JOINT O TAL
s
L 'kl N E %
NNW s v
4 70.00
70.00 m (PROP D H E D', /
0
ISG L AT ) \¢
s \,% ,' ' / / 77,8 40
91.55
872
\ 1, 70 \`\e ,',� OUTER MARSH\----\_
EDGE \�
40/
USACE SETBACK
/
USACE ROW
' . 895 '
OUTER MARSH
EDGE '
/ 1
USACE NAVIGATION CHANN L
Legend
CHANNEL LIMITS — — — — — — —
Project:
Date:
Revision Date:
NOTES:
9/6/18
10/30/18
1. BASE CAD FILE FROM PARMOUNTE ENGINEERING.
ZLMG
Shoals At Lea's Waterfront
Scale:
Job Number:
2. NOT A SURVEYED OR ENGINEERED DRAWING.
LAND MANAGEMENT GROUP
1"=100'
LMG16.324
3. FOR ENVIRONMENTAL PERMITTING ONLY.
a oar# _pang
Title: Channel
0ilin
3605 Wrightsville Ave, suite 15
Maintenance
Drawn By:
Sheet Number:
100
200
Wilmington, North Carolina 28402
Dredging Detail
GSF
6 of 17
Telephone: [phone]
\\FILE01\data\CAMA\2016 CAMA FILES\02-16-324 --- Lea Tract, Factory Rd, D Logan\CAD\Waters at Lea Island.dwg

TEMPORARY IMPACT
797 S.F. 1 60" POND
/ \ EQUALIZATION PIPE
\ ROAD CROSSING IMPACT
** '° 17455 S.F. (2 36" CULVERTS)
®j ° / \ \ SEE PROFILE 6
T°
o, \ \
,
�- o I / (D \
° •� �/
x FACTORY ROAD
o
RPW IMPACT ONLY 68�
\ L.F.2 36" CULVERTS ° �\ o
( ) °; %\ TEMPORARY IMPACT
o
°=o \ ®___ 350 S.F. 404
\#��o �' 12 L.F. STREAM
vk�tY
D
,o ,� o . y ,
®
LOT FILL 1 564 S.F.
® \ ` % \'� 01
MARINA/ENTRANCE HANN IMPACTS '
n-, �O
,/
e O,
\ 16,5 \S.F. 404 1 �"o,!r��:°,
\ 29 L.F. EAI °
p 769 CO TAL
Total Permanent Impacts to: '
Wetlands (404) \, 19,592 s.f. \a \ ! Z ~
Wetlands (Coastal) 769 s.f. \ • v f \\
Streams 29 I.f.
/
RPW 69\, I.f. \
i
Total Temporary Impacts to: \ \
Wetlands (404) 1,147 \ s.f.
Streams 12 \I.f. V'
' P
Legend \
PROPERTY BOUNDARY ■i■■i■■i■■ice
Project: Date: Revision Date:
NOTES: ZLMG Shoals At Lea's Waterfront 9/6/18 10/30/18
1. BASE CAD FILE FROM PARMOUNTE ENGINEERING.
Scale: Job Number:
2. NOT A SURVEYED OR ENGINEERED DRAWING. LAND MANAGEMENT GROUP 1"=300' LMG16.324
a DAVEY# company Title:
3. FOR ENVIRONMENTAL PERMITTING ONLY. 3605 Wrightsville Ave, Suite 15 Wetland Impact Drawn By: Sheet Number:
0 1 1. 1111 300 0 Wilmington, North Carolina 284021 Overview GSF 7 of 17
Telephone: [phone]
\\FILE01\data\CAMA\2016 CAMA FILES\02-16-324 --- Lea Tract, Factory Rd, D Logan\CAD\Waters at Lea Island.dwg

BMP
TEMPORARY IMPACT TO INSTALL
60" STORMWATER PIPE
797 S.F.
o
RPW. CT O
68 L.
4�,
,4Vp'�
STREAM (NO IMPACTS)
9
N
PROPOSED
STORMWATER
BMP
ROAD OSSING IMPACT
111455 S, E PROFILE C
MR
Legend
PROPERTY BOUNDARY
Project: Date: Revision Date:
NOTES: ZLMG Shoals At Lea's Waterfront 9/6/18 10/30/18
1. BASE CAD FILE FROM PARMOUNTE ENGINEERING.
Scale: Job Number:
2. NOT A SURVEYED OR ENGINEERED DRAWING. LAND MANAGEMENT GROUP 111=60' LMG16.324
3. FOR ENVIRONMENTAL PERMITTING ONLY. a DAVEYI company Title:
3805 Wrightsville Ave, suite 15 Wetland Impact Drawn By: Sheet Number:
0 11111111111 0 Wilmington, North Carolina 284021 Detail 1 GSF 8 of 17
Telephone: [phone]
\\FILEO 1\data\CAMA\2016 CAMA FILES\02-16-324 --- Lea Tract, Factory Rd, D Logan\CAD\Waters at Lea Island.dwg

01
0
LOT FILL 1,564 S.F.
VEGETATIVE
BUFFER/
SPOIL DISPOSAL
\
1 \
\
.LL ' ♦
L
LL
LL \LL
LL ♦ /
LL ♦
L
L
L \
L �\ ♦♦
L�
■rrrL \
L /
L
L `\
L �\
L
L
L ♦�\
L
LL
LL
L
L /L
LL ♦ \ ��
Legend
PROPERTY BOUNDARY -- -- ---- —
NOTES: —
Project: Date:
—ZLMG
1. BASE CAD FILE FROM PARMOUNTE ENGINEERING. Shoals At Lea's waterfront
Scale:
2. NOT A SURVEYED OR ENGINEERED DRAWING. LAND MANAGEMENT GROUP
Title:
3. FOR ENVIRONMENTAL PERMITTING ONLY. aD�'�`°°"te1 wetland Impact 3805 Wrightsville Ave, Suite 15 P Drawn
0 Wilmington, North Carolina 28402 Detail 2
Telephone: [phone]
\\FILE01\data\CAMA\2016 CAMA FILES\02-16-324 --- Lea Tract, Factory Rd, D Logan\CAD\Waters at Lea Island.dwg
9/6/18
1"=60'
GSF
Date:
10/30/18
)er.
LMG16.324
mber:
9of17
/' I

• L
fleq
LJ
• LG
L
L
L .
Ll
\ TEMPtFFAY/ IMPACT
-
_,�- � S.F. 404
I.F. STREAK
L
L
L
L
/ L
L
L
L
L
L
L
L
L I�
L L�
L I�
L
L
L_
L I
LL
LL \
L
LL
L
L
L
L
L
LL
LL
LL
LL
LLL
LLL
LLL
�'"` LLLL
\ LLL
LLLL
LLLL L
\ LLLL
LLLt-L
LLLLLL
Ltt
�.j
�•., «
COASTAL WETLAND IMAPACTS
1;'769 S.F.
C�
0
LLLLL /
L LLL
L L LIL\L
LLLILL-
LLLLQL
' / LLLLr \\
``�
`% � ,p
L LL Lt �\ \ �� ,
L ;Poe
L \ � \-
-ILL %
uLL
jLCL
LL� �� \
ESL
L
L
LL
L \
MARINA/E
t,,HAN N L
16k,�173,.&:
29Z�F. ST
NTRANCE
ktPACTS
404
Legend
PROPERTY BOUNDARY -- -- -- -- —
Project: Date: Revision Date:
NOTES: ZLMG Shoals At Lea's Waterfront 9/6/18 10/30/18
1. BASE CAD FILE FROM PARMOUNTE ENGINEERING.
Scale: Job Number:
2. NOT A SURVEYED OR ENGINEERED DRAWING. LAND MANAGEMENT GROUP 1"=60' LMG16.324
3. FOR ENVIRONMENTAL PERMITTING ONLY. ao, r#�o�,�„3, Title:
3805 Wrightsville Ave, Suite 15 Wetland Impact Drawn By: Sheet Number:
01111 Fin 190 Wilmington, North Carolina 284021 Detail 3 GSF 10 of 17
Telephone: [phone]
\\FILE01\data\CAMA\2016 CAMA FILES\02-16-324 --- Lea Tract, Factory Rd, D Logan\CAD\Waters at Lea Island.dwg

i.
CHANNEL MAINTENANCE
RORLEs
PROFILE 4'.,_—,`i
11 DREDGING LIMITS , , PROFILE 5
OUTER MARSH
EDGE
\ J /
\ USACE NAVIGATION CHANNEL
Legend
CHANNEL LIMITS — — — — — — —
Project: Date: Revision Date:
NOTES: ZLMG Shoals At Lea's Waterfront 9/6/18 10/30/18
1. BASE CAD FILE FROM PARMOUNTE ENGINEERING.
Scale: Job Number:
2. NOT A SURVEYED OR ENGINEERED DRAWING. LAND MANAGEMENT GROUP 1"=150' LMG16.324
a DAVEY# company Title:
3. FOR ENVIRONMENTAL PERMITTING ONLY. 3605 Wrightsville Ave, Suite 15 Profile Locations Drawn By: Sheet Number:
011151in 100 200 Wilmington, North Carolina 284021 GSF 11 of 17
Telephone: [phone]
\\FILE01\data\CAMA\2016 CAMA FILES\02-16-324 --- Lea Tract, Factory Rd, D Logan\CAD\Waters at Lea Island.dwg

Ii i i
ROFILE 1
C)
+ 4+00
-1+00 0+00
4
0
C
N
PROFILE 1
Station
1+00 2+00 3+00 4+90 5+00
6+040
30' BUFFER
EXISTING GRADE
II I II
IIII II��
30' BUFFER
—III— 3:1 SLOPE UP TO EXISTING GRADE III
IIII III II
VIII II
75AEC
III—III 6' WIDE WOODEN ACCESS BOARDWALK III—III
(4+14)
75' AEC
III -VI -III
(0+00)
III=III=1 =III=III
III -III -I I I -III -I I
III -III III -III
IIIIIIII NFIWIII-III
EAD=III
III—III
PROPOSED BULK
(DEPTH PER CONTRA
TOR�N—�----=,��
M W
=III=
III -III- I
FLOATING DOCKS NOT SHOWN
I -III -I I
PROPOSED BULKHEAD
—III—III
IIIIIII I
III—III
I -III
(DEPTH PER CONTRACTOR
III=III
I -III -I
-III-III-III
,1�1"T TTT 1TT 1'��1'T
" TO -6 M LW _ _
=J ___J I -III III -I
III -III -III -III -III -III -I I -III-
I I I
-I
I I -III
00 0+00
1+00
2+00
3+00 4400 5+00
6
CID CV O Ch O O
6 o6
N N N N
30
20
10
01
IN
0 4 8 16
0 0
Project: Date: Revision Date:
NOTES: � LM G Shoals At Lea's Waterfront 9/6/18 10/30/18
1. BASE CAD FILE FROM PARMOUNTE ENGINEERING.
Scale: Job Number:
2. NOT A SURVEYED OR ENGINEERED DRAWING. LAND MANAGEMENT GROUP As Noted LMG16.324
a DAVI company Title:
3. FOR ENVIRONMENTAL PERMITTING ONLY. 3805 Wrightsville Ave, suite 15 Profile 1 Drawn By: Sheet Number:
Wilmington, North Carolina 28402 GSF 12 of 17
Telephone: [phone]
\\FILE01\data\CAMA\2016 CAMA FILES\02-16-324 --- Lea Tract, Factory Rd, D Logan\CAD\Waters at Lea Island.dwg

o o
r
0
0
PROFILE 2 �_
m o ILLI _
BULKHEAD o \ \ �� -7
0+00 1+ 1+50 OUTER MARSH
EDGE
BASIN ENTRANCE CHANNEL EXISTING CANAL
NHW
JOrN-T 404/COASTAL WETLAND LINE
-1+00
2
1(
E'
T(
n+nn
PROFILE 2
Station
1+nn
*?+nn
3+00
20
LO CD
�CD
•CD
N �
�CD
do
co
R
C
•10
0
0 5 10
0 o
Project: Date: Revision Date:
NOTES: � LM G Shoals At Lea's Waterfront 9/6/18 10/30/18
1. BASE CAD FILE FROM PARMOUNTE ENGINEERING.
Scale: Job Number:
2. NOT A SURVEYED OR ENGINEERED DRAWING. I.AND MANAGEM6NTGRGUP As Noted LMG16.324
3. FOR ENVIRONMENTAL PERMITTING ONLY. a DAVEY# company Title:
3805 Wrightsville Ave, Suite 15 Profile 2 Drawn By: Sheet Number:
Wilmington, North Carolina 28402 GSF 13 of 17
Telephone: [phone]
\\FILEO 1\data\CAMA\2016 CAMA FILES\02-16-324 --- Lea Tract, Factory Rd, D Logan\CAD\Waters at Lea Island.dwg
COASTAL WETLAND
LINE NHW
=j l
OUTER MARSH EDGE
EXISTING GRADE
fl
I I
I
I I I
I
I f I
I
y � I
it
`! I
NHW
MLW
C AVATION CONTINUES
ASIN
EXCAVATION CONTINUES
CUT TO -6 MLW
--------------
TO AIWW
00 0+00
1+00
2+00
3+10
LO CD
�CD
•CD
N �
�CD
do
co
R
C
•10
0
0 5 10
0 o
Project: Date: Revision Date:
NOTES: � LM G Shoals At Lea's Waterfront 9/6/18 10/30/18
1. BASE CAD FILE FROM PARMOUNTE ENGINEERING.
Scale: Job Number:
2. NOT A SURVEYED OR ENGINEERED DRAWING. I.AND MANAGEM6NTGRGUP As Noted LMG16.324
3. FOR ENVIRONMENTAL PERMITTING ONLY. a DAVEY# company Title:
3805 Wrightsville Ave, Suite 15 Profile 2 Drawn By: Sheet Number:
Wilmington, North Carolina 28402 GSF 13 of 17
Telephone: [phone]
\\FILEO 1\data\CAMA\2016 CAMA FILES\02-16-324 --- Lea Tract, Factory Rd, D Logan\CAD\Waters at Lea Island.dwg

i
PROFILE 3
o.
C:)
0+0 1+00
+
\404 WETLAND LINE
NH
NI.
-1�
n+nn
PROFILE 3
Station
1 +nn
9+nn
(31
0
o
Project: Date: Revision Date:
NOTES: � LM G Shoals At Lea's Waterfront 9/6/18 10/30/18
1. BASE CAD FILE FROM PARMOUNTE ENGINEERING.
Scale: Job Number:
2. NOT A SURVEYED OR ENGINEERED DRAWING. LAND MANAGEMENT GROUP As Noted LMG16.324
a DAVEY# company Title:
3. FOR ENVIRONMENTAL PERMITTING ONLY. 3805 Wrightsville Ave, Suite 15 Profile Drawn By: Sheet Number:
Wilmington, North Carolina 28402 GSF 14 of 17
Telephone: [phone]
\\FILE01\data\CAMA\2016 CAMA FILES\02-16-324 --- Lea Tract, Factory Rd, D Logan\CAD\Waters at Lea Island.dwg
NHW
1=
I MARSH OUTER EDGE
l
JOINT COASTAL/404
404
I J
WETLAND LINE
WETLAND LINE
i
II
I l 400,
II l
I.r
PROPOSED BULKHEAD
� I ;
DEPTH PER CONTRACTOR
EXISTING GRADE
I, NHW
MLW
CUT TO -6 MLW
(ASSUMED
3:1 SLOPE)
00 0+00
1+00
2+00
3+C
0
o
Project: Date: Revision Date:
NOTES: � LM G Shoals At Lea's Waterfront 9/6/18 10/30/18
1. BASE CAD FILE FROM PARMOUNTE ENGINEERING.
Scale: Job Number:
2. NOT A SURVEYED OR ENGINEERED DRAWING. LAND MANAGEMENT GROUP As Noted LMG16.324
a DAVEY# company Title:
3. FOR ENVIRONMENTAL PERMITTING ONLY. 3805 Wrightsville Ave, Suite 15 Profile Drawn By: Sheet Number:
Wilmington, North Carolina 28402 GSF 14 of 17
Telephone: [phone]
\\FILE01\data\CAMA\2016 CAMA FILES\02-16-324 --- Lea Tract, Factory Rd, D Logan\CAD\Waters at Lea Island.dwg

PROFILE 4 140.00 ,-0— +
I
/ o I
0 00 ; 1+00 / 1+30
I I
I / I
MAINTENANCE CHANNEL
MARSH ISLAND
LIMITS i
0 15 30 R 0
m
- +00
1
C
-1�
11IIIT61
PROFILE 4
Station
1+00
2+00
�1 D
0
o
NOTES:
1. BASE CAD FILE FROM PARMOUNTE ENGINEERING.
2. NOT A SURVEYED OR ENGINEERED DRAWING.
3. FOR ENVIRONMENTAL PERMITTING ONLY.
\\FILEO 1\data\CAMA\2016 CAMA FILES\02-16-324 --- Lea Tract, Factory Rd, D Logan\CAD\Waters at Lea Island.dwg
ti
0
Project:
Date:
9/6/18
G
MAR
I
I
I
H OUTER EDGE � I
_LM
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Title:
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3805 Wrightsville Ave, Suite 15
Vilmington, North Carolina 28402
Profile 4
40 WIDE BOX CUT TO -6 MLW
Telephone: [phone]
_
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WITH ASSUMED 3:1 SLOPE UP TO
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00 0+00
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NOTES:
1. BASE CAD FILE FROM PARMOUNTE ENGINEERING.
2. NOT A SURVEYED OR ENGINEERED DRAWING.
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Shoals At Lea's Waterfront
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Scale:
LAND MANAGEMENT GROUP
a DAVEA company
Title:
As Noted
3805 Wrightsville Ave, Suite 15
Vilmington, North Carolina 28402
Profile 4
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3. FOR ENVIRONMENTAL PERMITTING ONLY.
\\FILEO 1\data\CAMA\2016 CAMA FILES\02-16-324 --- Lea Tract, Factory Rd, D Logan\CAD\Waters at Lea Island.dwg
Project: Date:
_L M G Shoals At Lea's Waterfront 9/6/18
Scale:
LAND MANAGEMENT GROUP As Noted
a DAV1l company Title:
3805 Wrightsville Ave, Suite 15 Profile 5 Drawn By:
Vilmington, North Carolina 28402 GSF
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2. NOT A SURVEYED OR ENGINEERED DRAWING.
3. FOR ENVIRONMENTAL PERMITTING ONLY.
\\FILE01\data\CAMA\2016 CAMA FILES\02-16-324 --- Lea Tract, Factory Rd, D Logan\CAD\Waters at Lea Island.dwg
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LAND MANAGEMENT GROUPAs
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Appendix B -Deed, Agent Authorization, Old North State Sewer Letter and Adjacent
Riparian Owner Notifications

PURCHASE AND SALE AGREEMENT
THIS PURCHASE AND SALE AGREEMENT (the "Agreement") is made and
entered into this _ day of , 2018, by and among Bert L. Lea, Jr. and wife
Barbra Parker Lea, Dorothy Lea Medlin (widow), and Judy Lea Lane and husband,
Charles M. Lane all of Pender County, North Carolina (together referred to herein as "Seller");
and Logan Developers Inc., a North Carolina corporation, or its assigns (herein called
`Buyer").
WHEREAS, Seller is the owner of a tract of land of approximately 176 +- acres shown
upon that plat of Survey For Bert L. Lea, Sr. recorded in Map Book 28 Page 46 of the Pender
County Registry (the "Lea Tract") and certain lots located on Factory Road as described in the
Deeds recorded in Deed Book 4201 at Page 198, Book 2842 at Page 25, Book 3354 at Page 226
and Book 3317 at Page 190 of the Pender County Registry (the "Factory Road Lots"); and,
WHEREAS, Buyer desires to acquire 150 +- acres of the Lea Tract as generally depicted
on the conceptual "Phasing Exhibit" plat attached hereto as Exhibit "A" `B", as will be
determined by a survey to be prepared by Buyer during the Due Diligence Period (as defined
below), and the Factory Road Lots; and,
WHEREAS, Buyer and Seller have agreed upon certain terms for the purchase and sale,
which will require the conveyance of portions of the Lea Tract consisting of approximately 70 +-
acres initially (the "First Takedown", also sometimes referred to as "Phase I") and the final 80
+- acres at a later date (the "Second Takedown," also sometimes referred to as "Phase 2") all as
more specifically described herein;
WITNESSETH:
NOW THEREFORE, THE PARTIES HERETO AGREE AS FOLLOWS:
1. Agreement to Sell and Purchase. For and in consideration of the mutual
covenants and agreements contained herein and other good and valuable consideration, the
receipt and sufficiency of which are hereby acknowledged by Seller and Buyer, Seller hereby
agrees to sell and convey to Buyer, and. Buyer hereby agrees to purchase and take from Seller,
subject to and in accordance with all of the terms and conditions of this Agreement, the
following:
(a) Subject to Seller's retention of an easement for ingress, egress and regress
over Lea's Lane from Factory Road to the Lea Division
NIM those certain tracts or parcels of real estate more particularly
ft hereto, and together with all rights, ways and easements
appurtenant thereto, including, without limitation, (i) all of Seller's right, title and interest in and
to the land underlying and the air space overlying any public or private ways or streets crossing

modified or amended except by an instrument in writing executed by or on behalf of Seller and
Buyer.
(n) Countcruarts. This Agreement may be executed in several counterparts,
each of which shall be deemed an original, and all of such counterparts together shall constitute
one and the same instrument.
(o) Attorney's Fees. In the event of any litigation between Buyer and Seller
arising under or in connection with this Agreement, the prevailing party shall be entitled to
recover from the other party the expenses of litigation (including reasonable attorneys' fees,
expenses and disbursements) incurred by the prevailing party.
(p) Authoni . Each party hereto warrants and represents that such party has
full and complete authority to enter into this Agreement and each person executing this
Agreement on behalf of a party warrants and represents that he has been fully authorized to
execute this Agreement on behalf of such party and that such party is bound by the signature of
such representative.
(q) Counsel. Each party hereto warrants and represents that each party has
been afforded the opportunity to be represented by counsel of its choice in connection with the
execution of this Agreement and has had ample opportunity to read, review, and understand the
provisions of this Agreement.
(r) No Construction Against Preuarer. No provision of this Agreement
shall be construed against or interpreted to the disadvantage of any party by any court or other
governmental or judicial authority by reason of such party's having or being deemed to have
prepared or imposed such provision.
IN WITNESS WHEREOF, the parties have caused their duly authorized representatives
to execute, seal and deliver this Agreement, all as of the day and year first written above.
SELLER:
Be _ L. Lea, Jr,
By:
Barbra Parker Lea
Initial address for notices:
� j_S ,)4
Teleph$ne Numbef:
Telecopy Number: { )
n--- �;, . -r-J -P r . /I e n_

Dorothy Lea Medlin
Initial address for notices:
Telephone ber:�
Telecopy Number: ( )
By: "
J Lea ane
By:
Charles M. Lane
Initial ad ress for otices:
.�,5 LF.,)�1?r�P.
Telephone Number: q%d)j6
Telecopy Number: ( )
With a copy to:
F. Daryl Mills, PLLC
5710 Oleander Drive, Ste. 204
Wilmington, North Carolina 25403
Attention: F. Darryl Mills, Esq.
Telephone Number: (910) 3501500
Telecopy Number: [phone]
Date of Seller's Execution: ��-,,,' ✓�� �! Y
BUYER:
LOGAN DEVELOPERS, INC.
a North Carolina corporation
Br -
NT --f+. Tl T T __

Title: President
Initial address for notices:
60 Gregory Road, Suite 1
Belville, North Carolina 28451
Attention; D I. Logan +h � � /a.,.,
Telephone Numbe
Email address:
With a copy to:
Block, Crouch, Keeter, Behm & Sayed, LLP
310 North Front Street, Suite 200
Wilmington, North Carolina 28402
Attention: Jeffrey P. Keeter, Esq.
Telephone Number: [phone]
Date of Buyer's Execution: 116
[v - IS

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit: Logan Development, Inc.
Mailing Address: c/o D Logan, 60 Gregory Road, Suite 1
Belville, NC 28451
Phone Number: 910-443-2869
Email Address: [e-mail]
I certify that I have authorized Land Management Group
Agent / Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development: Waters at Lea Island
Marina Construction, Dredging
at my property located at Factory Road
in Pender County.
1 furthermore certify that 1 am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the aforementioned lands in connection with evaluating information related to this
permit application.
Property Owner Information:
:� 4. E::,=
" na re
Print or Type 4me
Title
Date
This certification is valid through 12 /31 /2019

Old North State Aster Co.
An
August 18, 2015
Via E-mail @ dlogant io anho cs.co ;
Mr. Dee Logan
Dee Logan Homes
Re: Lea Island Development, Pender County
Wastewater Service
Dear Mr. Logan:
Old North State Water Company, LLC (ONSWC) is the owner and operator
of the wastewater facilities providing wastewater utility service to Majestic Oaks
and pending Greybull Subdivisions in Pender County. In addition, the Majestic
Oaks Subdivision serves the Foodlion Shopping Center and other residential homes
in and around the Majestic Oaks Community. The proposed Lea Island
Development (LID) is adjacent to Majestic Oaks Subdivision.
Pender County is aware that ONSWC has plans to expand to a maximum capacity
of 0.25 MGD. The expansion is anticipated to be conducted in phases with phase 1 being
140,000 gpd. Upon expansion, ONSWC will have the wastewater capacity in its
wastewater facility and upon approval from the NCUC is willing to provide wastewater
utility service to the 300 single-family residential lots proposed to be constructed in LID.
Therefore, upon the required governmental (State and County) approvals, ONSWC
intends to provide wastewater utility service to the residents of this proposed development.
ONSWC has conducted the Pre -Submittal conference with Pender County
Planning and they are aware that ONSWC intends to expand the Majestic Oaks WWTP
and serve the Lea Island Development.
I trust this information provides you with what you need to proceed with
your plans.
If I can be of further assistance, you may contact me at 252-235-4900.
1�
Sincere
Michael rs
Cc: Tim Clinkscales
Jessica Vamvakias - v(c 10anho cs.co
Rudy Shaw
John McDonald

• Complete items 1, 2, and 3.
• Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
�Amp's-Vo, NC -
9590
L
9590 9402 1614 6053 4435 51
2. Article Number Mansfer from service hhpll
7015 0640 0002 2839 0818
PS Form 3811, July 2015 PSN 7530-02-000-9053 W^
SENDER:• •
• Complete items 1, 2, and 3.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailplece,
or on the front if space permits.
1. Article Addressed to:
Wi LWAPMA4 NL
III�IIII Ifl� IIII II IIII III II I I IIII I
e 9590 9402 1614 6053 4435 68
2. Mcle Number Mansfer from service fabell
7005 1820 0002 9135 8252
PS Form 3811, July 2015 PSN 7530-02-000-9053
COMPLETE THIS SECTION.
A. Signature
❑ Agent
❑ Addressee
B. Received by Oinfed Name) C. Date of Delivery
D. Is delivery address different from item 1? ❑ Yes
If YES, enter delivery address below: ❑ No
3. Service Type
❑ Priority Meir Expresst
❑ Adult Signature
❑ Registered M81M
❑ Adult Signature Restricted Delivery
13 Certified Mall®
❑ Reaggistered Mall Restrict*
Deiivery
❑ Certified Mall Restricted Do"
❑ Return Receipt for
Cl Collect on Delivery
Merchandise
❑ Collect on Delivery Restricted Delivery
❑ Signature Corgrmatlon -"
❑ insured Mail
A Signature ConArmatlorn
❑ Insured Mail Restricted Delivery
Reslrloted Delivery
Domestic Return Receipt
A. Signature
❑Agent
❑ Addressee
B. Reo ved by (Pn'nted C. Date of Delivery
D. -ls delivery address different from item 1? ClYes
If YES, enter delivery address below: ❑ No
3. Service Type
❑ Priority Mall Express®
❑ Adult Signature
13Registered Mall-
CIAdult Signature Restricted Delivery
❑Registered Mail f�estricted
ElCertifled Mall®
Delivery
❑ ¢ertifled Mall Restricted Delivery
❑ Roturn Reeolpt for
❑ Collect on Delivery
Me 611th a
❑ Collect on Delivery Restricted Delivery 0 Signature Confirmation^"
❑ Insured Mal!
❑ Signature Cordlrmatlon
❑ tnsumd Mall Restricted Delivery
Restricted Delivery
over $5013
Domestic Return Receipt

Appendix C-Draft Deed Restrictions

Proposed Language for Shoals at Lea's Waterfront Restrictive Covenant regarding docks
for CAMA permit:
Section
No piers or dock structures with boat slips shall be erected, installed, or maintained from
Lots 58, 59, 66 and 67 into the waters of the canal extending from the boat basin to the Atlantic
Intracoastal Waterway (the "Lea Canal"). Owners of Lots 50, 51, 52, 53, 54, 55, and 56 are
permitted to erect, install, and maintain a pier or dock structure from their respective Lots, for no
more than a single boat slip. The Owner of Lot 57 is permitted to erect, install, and maintain pier
or dock structure from Lot 57, for a single boat slip, provided however that such pier or dock
structure shall not be located nearer than thirty-three (33) feet south of the northernmost property
line of said Lot 57. Provided further, that any dock or pier extending from said Lots 50, 51, 52,
53, 54, 55, 56 and 57 shall not interfere in any material way, with the free passage of vessels
through Lea Canal.
Proposed Language for Restrictive Covenant on Medlin Lot:
No more than one boat slip shall be erected, installed, or maintained from the lands described in
Exhibit "A" attached hereto, into the waters of the canal extending from the boat basin within the
Shoals at Lea's Waterfront subdivision, to the Atlantic Intracoastal Waterway.
Proposed Language for Restrictive Covenant on remaining Lea lands:
No more than that one boat slip shall be erected, installed, or maintained from the lands
described in Exhibit "A" attached hereto, into the waters of the canal extending from the boat
basin within the Shoals at Lea's Waterfront subdivision, to the Atlantic Intracoastal Waterway.

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Logan Development, Inc. c/o Mr. D Logan
2. LOCATION OF PROJECT SITE: Southern terminus of Factory Road, adjacent to Topsail Sound and
the Atlantic Intracoastal Waterway (AIWW) in Hampstead, Pender County.
Photo Index - 2006: 22-7435 M -T 11-16 Latitude: 34021'14.32" N, Longitude: 77°41121.07" W
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 6/18/2018 and 7/27/18 Was Applicant
Present - Yes, Agent
5. PROCESSING PROCEDURE: Application Received - 9/6/18 (initial) 10/31/18 (complete)
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Fender County
Land Classification From LUP - Mixed Used and Conservation
(B) AEC(s) Involved: PTA, PTS, EW, ES, CW
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - Septic Planned - Municipal
(F) Type of Structures:
Existing - soil and paved roads, mobile home park, boat ramp, docks, bulkheads
Planned -120 lot S/D with associated roads/infrastructure, clubhouse, bulkheads, rip -rap,
upland marina basin, channel dredging
(G) Estimated Annual Rate of Erosion: N/A Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
ft� (404 2 ( oastamarina/ ent 16,573
f12
3,019 ft2
channel
(404) - lot fill &
road crossing
(B) Non -Vegetated
�127,400ft2
32,700 ft2
(incorporated)
Wetlands (Open water
(C) Other- High Ground
-97,000 ft2
-2,900'000ft2
(upland basin)
(disturbed)
(D) Total Area Disturbed: 2,970,000 ft2 (64.05 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA-ORW Open: Yes (adjacent)
8. PROJECT SUMMARY: The applicant proposes to develop a new residential subdivision and
associated upland marina basin adjacent to Topsail Sound.

Shoals at Lea's Waterfront
Page Two
9. PROJECT DESCRIPTION
The project site is located along the southern terminus of Factory Road, in Hampstead, Pender County.
The property is immediately adjacent to a man-made canal and the Atlantic Intracoastal Waterway
(AIWW) in/near Topsail Sound. To locate the project site from Wilmington, take US Hwy 17 north to
Hampstead. Approximately 0.15 miles north of the Hwy 210 and US Hwy 17 intersection turn right onto
Factory Road. The project site is located at the terminus of Factory Road along the southern side.
The property is relatively flat with average elevations of approximately 15 feet above the elevation of
Normal High Water (NHW). The 68.36 acre parcel was the location of farm land which historically
produced peanuts, corn, and cotton. A portion of the land was cleared in the mid-90s by the United States
Forest Service (USFS) and planted with loblolly pines which still exists over much of the parcel (See
Narrative). The remainder of the parcel contains a large mobile home park. Approximately 15 of the
existing mobile homes have private docking facilities along the AIWW. Upland vegetation is primarily
loblolly pine (Pinus taeda); however, species such as American Holly (Ilex opaca), Live Oak (Quercus
virginiana), Sweet Bay (Magnolia virginiana), Hickory (Carya sp.), Yaupon (Ilex vomitoria) also exist along
the upland. In the area of the mobile home park vegetation is primarily lawn grass which transitions to
Coastal Wetlands consisting primarily of Saltmarsh Cordgrass (Spartina alterniflora), Black Needlerush
(Juncus roemeranus), Spike grass (Distichlis spicata) and Cat tails (Typha sp.). A Coastal Wetland and
NHW delineation was approved by DCM. The application states a Jurisdictional Determination (JD) from
the US Army Corps of Engineers is forthcoming. There are several streams on the property which have
been delineated by the Division of Water Resources. There is an existing basin area which has a portion
of the shoreline stabilized by bulkheads and a few private docking facilities. The project site is bordered
to the north and south by residential properties.
Permit History: The proposed project is within a parcel historically owned by the Lea Family. Logan
Development, Inc. with D Logan as the registered agent, is currently under contract to purchase the
property (See Purchase and Sale Agreement). The Lea Family (Bert Lea) was issued State Permit No.
71-83 and 169-89 for maintenance excavation of an existing boat basin and access channel that led to
the AIWW and Topsail Sound. The authorized final project depths were -5' at mean low water (MLW)
(71-83) and 4 at MLW (169-89). State Permit No. 71-83 also authorized the placement of the
hydraulically excavated material to be located on the Lea property in a diked disposal area. State Permit
No. 71-83 expired on December 31, 1986 and State Permit No. 169-89 expired on December 31, 1992.
Dorothy Medlin was issued General Permit 52401-D and 52567-D on 10/3/08 and 4/30/09 respectively,
for development of private docking facilities at 1630 Factory Road, which is located within the mobile
home park. A permit was also issued to Romulus McCoy for replacement of a floater at 1630 Factory
Road on 3/30/05.
The waters adjacent to the project are classified as "SA-ORW" by the Division of Water Resources. The
area within Topsail Sound is NOT designated as a Primary Nursery Area by the Division of Marine
Fisheries. The waters of the AIWW/Topsail Sound are OPEN to the harvesting of shellfish. Pender
County's Land Use Plan (LUP) classifies the upland areas as limited transition and all other areas as
Conservation; however, the Land Use Plan includes all Areas of Environmental Concern (AEC) as well
as the 404 wetlands in the Conservation class.

Shoals at Lea's Waterfront
Page Three
PROPOSED PROJECT
The applicant proposes to develop a new residential subdivision and associated upland marina basin
adjacent to the AIWW and Topsail Sound. The applicant is requesting a new major permit to allow for the
expansion of an existing access channel/basin into a highground marina with associated bulkhead,
floating docks, and clubhouse to accommodate a Plan Use Development (PUD) consisting of a 119 lot,
single-family residential subdivision (Shoals at Lea's Waterfront). A full inter -agency scoping meeting with
the applicant and agent(s) was held at the Wilmington Regional Office (WiRO) on July 27, 2018. A second
scoping meeting was held between the applicant, agent(s), Division of Marine Fisheries — Shellfish
Sanitation and DCM on September 6, 2018, to discuss issues related to shellfish concerns. The
application states that a Stormwater Plan and Sedimentation and Erosion Control Plan will be obtained
(see Narrative), but no plans have been submitted yet (see MP -3). The application states that all current
docking facilities on the parcel would be removed.
Excavation: The application states a new access channel, measuring approximately 300' in length by
85' in width to a final project depth of -6' at MLW would be excavated towards the west through high
ground area, extending from the north end portion of the existing boat basin. The application states the
proposed excavation in this area would permanently impact approximately 1,769 ft2 fringing coastal
wetlands. To create the upland 75 -slip marina basin, the existing high ground area on the northwest
corner of the proposed access channel would be excavated in an area measuring approximately 367' in
length by 264' in width to a final project depth of -6' at MLW. The application states the dredging limits to
the rear corners of the new basin would taper to a -5' @ MLW. The final project depth would be —6'at
MLW, which would connect to the AIWW with existing water depths of greater than -6' at MLW. The
existing marina basin, which varies in width from 70' to 91.5' and measures approximately 400' in length,
would also be excavated to a depth of -6' at MLW. From the existing basin to the AIWW the applicant
proposes to dredge a channel measuring approximately 965' in length and 40' in width. The applicant
also proposes to excavate a channel measuring approximately 778' in length by 40' in width to a depth
of -6' at MLW from the entrance channel of the existing basin running north along the existing private
docking facilities currently at the mobile home park. The application states that prior to connecting the
basin with the open water, material dredged from the open water channels would be pumped into the
excavated basin for settling (See Project Narrative). The application states that both hydraulic and
mechanical dredging would be used (see Narrative and MP -3) to accomplish this phase of the project.
During the excavation/construction process there would be temporary impacts to 350 ft' of 404 wetlands
and 12 linear feet of stream (see Sheet 7 of 17). Following dewatering, material pumped into the
excavated basin would be mechanically removed and spread on-site.
Shoreline Stabilization: The shoreline of the proposed upland access channel and marina basin would
be stabilized with approximately 2,800 linear feet (LF) of new sheet pile bulkhead, located along the NHW
line.
Marina: The application states that the marina would be positioned so that there would be at least 325'
from the current open shellfish waters to the basin. The upland basin would be designed to accommodate
75 vessels with a typical boat length of 35'. A 6' boardwalk would be installed just landward of the
bulkhead around the perimeter of the marina basin. Two access ramps from the clubhouse area, located
along the northwest edge of the basin, would lead to the boardwalk. The southernmost access ramp,
from the clubhouse area, would lead onto a floating dock (B) measuring approximately 255' in length and
extending perpendicularly from the bulkhead. The first 44' of this float would measure 17' in width and
the remainder would measure 6' in width. At the terminus of "Dock B" would be a perpendicular finger
pier measuring approximately 68' in length by 6' in width. Along the northern and southern edge of Dock
B would be fourteen (14) finger piers measuring 30' by 4.5' each and spaced equally to create 36 slips
(slip #21-56).

Shoals at Lea's Waterfront
Page Four
There would be two additional finger piers measuring approximately 25.5' by 4.5' each on each side of
Dock B nearest to the bulkhead. There would be 16 tie pilings associated with the slips on Dock B (see
Sheet 4 of 17).
Along the eastern edge of the marina basin would be "Dock C", measuring approximately 360' in length
which would be accessed via a ramp from the southeast corner of the marina basin. The first 47.5' of the
eastern floating dock would be approximately 10.5' in width and the remainder would be 6' in width. Along
the southeast marina basin wall, perpendicular to Dock C, would be a floating finger pier measuring
approximately 72' by 6' which would create a large slip (#75) which would also include a kayak launch
consisting of two finger piers, one measuring 32.5' by 3.5' and one measuring 17.5' by 3.5' (see Sheet 4
of 17). Moving landward along Dock C, there would be one finger pier measuring 41.5' by 4.5' (slip #74),
and the next finger pier would measure 40' by 4.5' (slip #73). Along the remainder of Dock C would be
eight (8) evenly spaced finger piers measuring 35' by 4.5' each which would create slips #57-72. There
would be 10 tie pilings associated with slips #57-75. Along the western edge of the marina basin there
would be "Dock A" which would mirror the configuration of the eastern floating dock. Dock A would be
accessed by a ramp from the southwestern corner of the marina basin. The only difference is that there
would be no kayak launch, which would make room for an additional slip. Slips #1-20 would be located
along this floating dock. A total of 36 tie pilings would be associated with the 75 -slip marina facility (see
Sheet 4 of 17). The application states that a pump -out facility would be located along Dock C, near the
kayak dock. The application also states that signage for the pump -out and a "no sewage discharge" sign
would be located at the main marina entrance dock (see MP -4).
To satisfy concerns raised by the Division of Marine Fisheries Shellfish Sanitation related open shellfish
waters in the vicinity, the applicant proposes deed restrictions/restrictive covenants on the lots along the
entrance canal which would limit the total number of slips to ten (10). The first four lots just outside the
marina (58, 59, 66, and 67) would be restricted entirely from having any boat slips. Lot 57 would be
restricted from having a slip along the northern 33' of shoreline but would be allowed one slip otherwise.
Lots 50 to 56 would be allowed one slip each. There would be one slip each allowed on the Lea property
and Medlin property that make up the southern shoreline of the entrance channel (see Narrative and
Sheet 5 of 17).
Upland Development: The applicant proposes to develop a 119 -lot subdivision and associated
community amenities adjacent to a new marina facility. The application states that the approximately 68 -
acre tract would be subdivided into 119 individual single-family lots with approximately 1.76 units per
acre. A network of infrastructure including sewer and water supply, private roads, boardwalk around the
proposed marina and associated amenities and kayak storage but would be provided to the residents of
the subdivision. The southeasternmost portion of the site is located within the 575' ORW Area of
Environmental Concern (AEC), and the application states that less than 25% of the AEC would be
covered with impervious surfaces associated with the new development. No dwellings or footprints are
proposed at this time. The proposed access channel and marina basin would create a future 75' Coastal
Shoreline AEC and the associated 30' buffer. The application states that the proposed impervious area
within the future 75' Coastal Shoreline AEC would be less than 30%, but no specific footprints are
provided, except for the clubhouse area. The property owners would be required to obtain individual
permits from the local level for individual dwellings. The application states that a State Stormwater Permit
and a Sedimentation and Erosion Control Plan would be submitted to the N.C. Division of Energy, Mineral
and Land Resources (NCDEMLR). The application states that water supply services would be provided
by county water system and sewer would be pumped by a pump station to an offsite municipal treatment
plant (See MP -4, Narrative).

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The application states that one (1) road crossing, including two (2) 36" culverts, would impact 1,455 ft2
404 wetlands. There would also be a pond equalization pipe (one (1) 60" pipe) that would temporarily
impact approximately 797 ft2 404 wetlands. There would also be temporary impacts to 68 linear feet of a
stream on lot 112. There would be fill of approximately 1,564 ft2 of 404 wetlands to develop lot 75. The
application states that the marina was positioned to avoid the longest of the three (3) 404 wetland fingers
(see Narrative and Sheet #1 of 17). With exception of the walkway/boardwalk surrounding the marina
basin and the proposed uncovered kayak "hut" or "open pergola", there would be no development within
30' of the normal high-water line.
Mitigation: The application states that approximately 1,769 ft2 of Coastal Wetlands would be
permanently impacted (excavated) for the expansion of the existing basin, consisting primarily of Smooth
Cordgrass (Spartina alterniflora) and Salt Meadow Grass (Spartina patens). The proposed marina and
upland development would also permanently impact 19,592 ft2 of 404 wetlands, 29 linear feet of streams,
and 69 linear feet of RPWs. There would also be temporary impacts to 1,147 ft2 of 404 wetlands and 12
linear feet of streams (see Narrative and Sheet 7 of 17). The application states that the marina was
positioned to avoid the longest of the three (3) 404 wetland fingers (see Narrative). The applicant
proposes mitigation for the wetland and stream impacts using the Northeast Cape Fear River Umbrella
Mitigation Bank (see Narrative).
10. ANTICIPATED IMPACTS
The proposed maintenance excavation of the existing access channels from the existing boat basin and
along the southeastern shoreline would impact approximately 89,360 ft2 of shallow bottom area,
previously impacted under State Permits No. 71-83 and No. 169-89. The proposed new basin expansion
and access channel with associated bulkhead would disturb approximately 131,088 ft2 (3.0 acres) of an
upland area. This would result in the removal of approximately 8,638 cy of material from the existing
access channels and approximately 126,081 cy of highground material, which would be used on site for
grading and filling. The proposed excavation within the existing basin area would impact approximately
1,769 ft2 of Coastal Wetlands, which consists primarily of Salt Meadow Grass (Spartina patens) and
Smooth Cordgrass (Spartina alterniflora).
The proposed floating structures for the basin would incorporate approximately 32,714 ft2 of newly
created Estuarine Waters and Public Trust Area. As proposed, the proposed marina configuration would
accommodate up to 75 permanent vessels in waters dredged to -6.0' @ MLW. The application indicates
that the marina would be located 325' from open shellfish waters to avoid a closure, and deed
restrictions/restrictive covenants placed on the marina entrance channel lots to limit the number of slips
to ten (10) (see Narrative and Sheet 5 of 17).
The application states that the total upland disturbance from the development would be approximately
65.04 acres. The proposed marina and upland development would also permanently impact 19,592 ft2
of 404 wetlands, 29 linear feet of streams, and 69 linear feet of RPWs. There would also be temporary
impacts to 1,147 ft2 of 404 wetlands and 12 linear feet of streams (see Narrative and Sheet 7 of 17).
The application states that the marina was positioned to avoid the longest of the three (3) 404 wetland
fingers (see Narrative). The applicant proposes mitigation for the wetland and stream impacts through
the use of the Northeast Cape Fear River Umbrella Mitigation Bank (see Narrative). According to the
site drawings, approximately twenty (20) lots along the eastern portion of the new subdivision, roads, a
cul-de-sac, and sidewalks would be partially located within the 575' AEC. The application indicates that
less than 25% of the SA-ORW shoreline would be covered by built upon area and that the proposed
impervious area within the future 75' Coastal Shoreline AEC would be less than 30%. The 68 -acre tract
would be subdivided into 119 single-family lots, approximately 1.76 units per acre. No dwellings are
proposed at this time, and the individual property owners would be required to obtain individual permits

Shoals at Lea's Waterfront
Page Six
from the local level prior to construction. Minor turbidity increases may be expected during the
construction process.
Lastly, with exception of the walkway/boardwalk surrounding the marina basin and the proposed
uncovered kayak "hut" or "open pergola", there would be no development within 30' of the normal high-
water line.
The applicant has completed a Phase I Archaeological Site Assessment and has provided the
findings/information to the State's Historic Preservation Office. The assessment (identified as project no.
ER18-1509) does not appear to report any findings of significance. A complete and thorough assessment
should be received and approved by SHPO prior to any ground disturbing activities.
Submitted by: Jason Dail Date; November 5, 2018 Office: Wilmington