20040047 Ver 5_401 Application_20160607

Motts Landing Individual Permit Modification (2016)
Application for Department of the army Permit
OMB APPROVAL NO. 0710-0003
(33 CFR 325)
Expires December 31, 2004
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penalty for failing to comply with a collection of information if it does not display a current valid OMB control number. Please DO NOT RETURN your forms to either of those
addresses. Completed applications must be submitted to the District Engineer having jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research and Sanctuaries Act, 33 USC 1413, Section
103. Principal Purpose: Information provided on this form will be used in evaluating the application for a permit. Routine Uses: This information may be shared with the
Department of Justice and other federal, state, and local government agencies. Submission of requested information is voluntary, however, if information is not provided the permit
application cannot be evaluated nor can a permit be issued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see sample drawings and
instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application that is not complete in full will be returned.
(ITEMS 1 THRU 4 SHOULD BE FILLED BY THE CORPS)
1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETED
(ITEMS BELOW TO BE FILLED BY APPLICANT)
5. APPLICANTS NAME
S. AUTHORIZED AGENT'S NAME AND TITLE (an agent is not required)
AFTEW Properties, LLC
Southern Environmental Group, Inc. (David A. Syster)
6. APPLICANTS ADDRESS
9. AGENT'S ADDRESS
2020 Churchill Drive, Wilmington, NC 28403
5315 South College Road, Suite E, Wilmington, NC 28412
7. APPLICANT'S PHONE NOS. W/AREA CODE
10. AGENT'S PHONE NOS. W/AREA CODE
a. Fax: [phone] a. Residence 910.443.5330 (c)
b. Business 910.763.2629 b. Business 910.452.2711 (0)
11. Statement of Authorization
I hereby authorize, Southern Environmental Group, Inc. —David A. Syster to act in my behalf as my agent in the processing of this application and to
furnish, upon request, supplemental information in support of this permit application.
APPLICANTS SIGNATURE DATE
NAME, LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (if applicable)
The Village at Motts Landing SEGi Project #: 04-200.01
13. NAME OF WATERBODY, IF KNOWN (if applicable)
14. PROJECT STREET ADDRESS (if applicable)
Motts Creek
Corner of River and Sanders Roads.
15. LOCATION OF PROJECT
Wilmington, New Hanover NC
COUNTY STATE
16. OTHER LOCATION DESCRIPTION, IF KNOWN (see instructions)
See Attachment 1 — The Village at Mott's Landing Supplemental Documentation to the Individual Permit Modification Request
17. DIRECTIONS TO THE SITE: From UNCW, head south on South College Road through Monkey Junction. Take a right onto Sanders Road. At
the intersection of Sanders Road and River Road, take right. Take next left into The Village at Motts Landing. See Attachment 1 for vicinity
maps.
ENG FORM 4345, JUL 97
EDITION OF FEB 94 IS OBSOLETE
Proponent: CECW-OR

Motts Landing Individual Permit Modification (2016)
18. Nature of the Activity: (Description of Project, include all features)
The project will include the removal of hydric soil from several jurisdictional wetland areas, within the Mott's Landing Subdivision. Clean earthen
fill will then be placed into the areas, to facilitate the construction of road crossings, single family dwellings and driveway access. Please refer
Attachment 1 for site specific impact acreages and locations. To ensure disturbance of wetlands does not occur outside the requested areas, sediment
and erosion control measures will be installed prior to the commencement of land altering activities.
19. Project Purpose: (Describe the reason or purpose of the project, see instructions)
The purpose of the project is to construct a residential housing community, with associated amenities, in New Hanover County, North Carolina, and
make a reasonable return on the investment. Work has already begun on Phase I of this project. An IP was issued in 2005 and modified in 2006, for
the remaining phases, though only a small amount of impacts (i.e. 0.16 acre) took place during that time, and then the recession hit, which halted
work and the IP expired. Another was secured in 2012 and later modified in 2013. Please refer to Attachment 1 for permitting details.
Work, authorized by this IP modification, is expected to begin as soon as USACE and DWQ authorizations have been secured.
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
The fill is necessary to facilitate the construction of several roads, building pads and driveways. Please see Attachment 1 for details of the impacts.
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
Clean earthen fill material will be used for this project.
22. Surface Area in Acres of Wetlands or Other Waters Filled: (see instructions)
With this application, the Applicant is requesting to fill approximately 0.80 acre of US Section 404 wetlands and 125 linear feet of warm water
stream. These impacts shall be treated cumulatively with previous impacts associated with The Village at Motts Landing subdivision. In total, 2.19
acres of wetland are proposed for the entire project. A backhoe will be utilized to dig out the hydric soil and replace it with clean earthen fill.
23. Is Any Portion of the Work Already Complete? Yes _X No IF YES, DESCRIBE THE COMPLETED WORK
Impacts to wetlands have taken place within Phase I (0.33 Ac). However, the impacts being sought with this modification request have not taken
place.
24. Addresses of Adjoining Property Owners , Leases, Etc., Whose Property Adjoins the Water body (if more than can be entered here, please attach a supplemental
list
Please refer to Attachment 1 — Supplemental Information for details.
25. List of Other Certifications or Approvals/Denials Received from other Federal, State or Local Agencies for Work Described in this Application.
A Division of Water Quality 401 Certification is being requested concurrently with this application. Stormwater infrastructure has been installed
within some of the areas, where impacts are proposed. The Sediment and Erosion Control Permit has been issued. The plan meets the New Hanover
County Conservation Overlay District requirements.
26. Application is hereby made for a permit or permits to authorize the work described in this application. I certify that the information in this application is complete
an accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the applicant.
:�& �— — David A. Syster (SEGO May 24, 2016
Ignature of A ent Name of Agent Date
The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly authorized agent if the statement
in block 11 has filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly and willfully
falsifies, conceals, or covers up any trick, scheme , or disguises a material fact or make any false fictitious or fraudulent statements or representations or makes or uses
any false writing or document knowing same to contain any false, fictitious or fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned no
more than five years or both.
Please see Attachment 1 — Supplemental Information for details of the project.

Attachment 1
The Village at Mott's Landing
Supplemental Documentation to the Individual Permit Modification
Requested By:
AFTEW Properties, LLC
Dr. Arnold Sobol
2020 South Churchill Drive
Wilmington, NC 28403
Prepared By:
Southern Environmental Group, Inc.
5315 South College Road, Suite E
Wilmington, NC 28412
910.452.2711
Date:
May 23, 2016

Table of Contents
Section
Title
Page
I.
Purpose and Need................................................................................
1
II.
Location Existing Conditions...................................................................
1
III.
Project History.....................................................................................
1
IV.
Project Description................................................................................
2
V.
Avoidance and Minimization....................................................................
2
VI.
Alternatives.......................................................................................
2
A.
No Action..................................................................................
2
B.
Construction Techniques Alternatives .................................................
3
C.
Alternate Site Location..................................................................
3
D.
Preferred Location........................................................................
3
VII.
Sequence of Events...............................................................................
3
VIII.
Compensatory Mitigation........................................................................
4
IX.
Adjacent Property Owners......................................................................
4
X.
Other Authorizations..............................................................................
6
XI.
Summary ..........................................................................................
6
Appendices
A.
USACE Jurisdictional Determination Issued 28 February 2011 ..........................
i
B.
Google Earth 2015 Aerial Photograph........................................................
ii
C.
NC EEP Receipt for Wetland Restoration Credit ............................................
iii
D.
Motts Landing Wetland Impact Plan and Impact Summary Worksheet .................
iv
E.
Bridges and Culverts Estimates................................................................
v
F.
NC DOT Culvert and Retaining Wall Correspondence and Guidance ...................
vi
G.
Lower Cape Fear Mitigation Bank Reservation Letter .....................................
vii
H.
Motts Landing Permittee Responsible Mitigation Plan ....................................
viii
1.
Adjacent Property Owner Map................................................................
ix
TOC -i

T6- Villagc at Motts Landing 2016 iP Modification 5uPPlcmcntal information 5E-Gi
I. Purpose and Need
The purpose of this project is to complete construction of the Village at Mott's Landing, which includes the
installation of infrastructure (roads, utilities, etc.), as well as the construction of single family structures and
driveway accesses. The need to impact wetlands is critical to ensure project feasibility and practicability.
II. Location and Existing Conditions
The proposed project is located at the corner of Sanders Road and River Road, within The Village at Mott's
Landing subdivision, in New Hanover County, North Carolina (34.1276°N, -77.9136°W). To access the site from
South College Road, through Monkey Junction, take a right onto Sanders Road and enter the site adjacent to the
Bellamy School entrance. Alternatively, proceed to River Road, and take a right. Take next right into The Village
at Mott's Landing.
The subject parcel is comprised of approximately 261.89 acres. According to the wetland boundary survey,
approximately 64.0 acres of wetlands and 2,025 linear feet of streams exist within the project boundaries (see
Appendix A — JD issued 27 June 2011). Currently, work has begun in Phases I and 11. Infrastructure has been
installed and numerous dwellings have been constructed. The remainder of the site has remained relatively
undisturbed (see Appendix B — 2014 Google Earth Aerial).
III. Project History
A Department of the Army (DoA) Individual Permit (IP) and associated Division of Water Resources (DWR)
Major Certification (MC) were issued for the entire project in 2005, but the permits expired prior to all of the
impacts taking place. Wetland impacts that took place under the 2005 IP, equalled 0.16 acre. The Applicant
applied for and obtained a new IP and MC in 2006. Modifciation to both those permits was issued in February
2012 and later modified again in 2013. The 2013 modificaiton authorized the impact of 1.23 acre of wetlands.
Including the impacts that took place in 2006 (0.16 acre), the project has received DoA and DWR authorizations to
permanently impact 1.39 acres of 404 wetlands. The project numbers, assigned by the regulatory agencies, include
those listed below:
Issuing Agency
Document
Project Number
Date Issued
Expiration Date
Authorized
Impacts zed
USACE
Individual Permit
2001-01165
02/15/05
12/31/08
1.51
USACE
Individual Permit Mod
2001-01165
04/03/06
12/31/08
1.533
USACE
Individual Permit
2009-01847
06/11/12
12/31/17
1.11
USACE
Individual Permit Mod
2009-1847
2/22/13
12/31/17
1.23
DWR
401 Water Quality Certification
941084
5/25/04
Concurrent with 404
1.51
DWR
401 Water Quality Certification
941084R
3/14/06
Concurrent with 404
1.533
DWR
401 Water Quality Certification
2004-0047 v3
04/04/12
Concurrent with 404
1.11
DWR
401 Water Quality Cert Mod
2004-0047 v4
1/16/13
Concurrent with 404
1.23
DCM
CAMA Consistency
CD12-071
03/30/12
Concurrent with 404
USACE
Signed Wetland Survey
2009-01847
06/27/11
06/27/16
Table 1. Project numbers associated with the project. (Note: copies of these authorizations were not furnished, as the USACE and DWR should have them in
their files).
Wetland impacts that were authorized in 2005 and 2006 were offset by the Applicant's payment to the NC EEP,
for 3.25 acres of non -riparian wetland restoration credit (see Appendix C) and preservation of the remaining
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T6- Village at Motts Landing 2016 iP Modification SuPPlemental information SE-Gi
wetlands, located within Phase I of the project. However, with the reissuance of the 2012 IP and DWR MC,
preservation was removed from the compensatory mitigaiton requirements of the 2005 permits. The wetland
restoration credit was carried over to cover the impacts authorized under the 2012 permits. Please refer to Table 2,
on Page 3, for details of the mitigation for this project.
IV. Project Description
The Applicant anticipates impacting additional 0.80 acre of Section 404 jurisdictional wetlands (0.47 acre riparian
and 0.33 acre non -riparian) and 125 linear feet of warm water stream. The impacts are necessary to facilitate the
development of lots, road crossing and associated energy dissipaters, and driveway accesses. A single temporary
wetland impact of 2,675 SF (0.06 AC) is necessary to install a stormwater pipe, which will run north along the
western property boundary, at lot 271 to a proposed stormwater pond. Cumulatively, the project will permanently
impact 2.19 acres of Section 404 wetlands and 125 linear feet of warm water stream. Please refer to Appendix D —
Wetland Impact Map and Impact Summary Worksheet, for details of the proposed and cumulative impacts.
Heavy machinery, such as a bulldozer, grader, back hoe, and track hoe, will be utilized during the construction
process. The machinery will be used to clear the land, stabilize the soil, establish grade and to transport and deposit
the fill material within the project boundaries. Sediment and erosion control measures will be installed prior to
commencement of land disturbing activities.
Coastal wetlands are not anticipated to be impacted by this project, and the project is located outside any Areas of
Environmental Concern (AECs). A CAMA Consistency Determination is being prepared concurrently with this
permit application. The Division of Coastal Management's (DCM's) consistency determination will be submitted
to the USACE and DWR upon receipt.
Threatened and endangered species and archaeological concerns were addressed within the recently issued DoA
and DWR permits, as well as the DCM's CAMA Consistency Determination. No changes have occurred since the
issuance of those authorizations.
V. Avoidance and Minimization
It was the Applicant's desire to avoid and/or minimize impacts to wetlands and the stream to the greatest extent
practicable. During the design process, roads were situated to cross wetlands perpendicularly to the features.
Available uplands, on the western portion of the project were left to open space. This area is adjacent to Motts
Creek and provides buildable area for 5 single family lots. Leaving these areas to open space avoided
approximately 0.32 acre of wetland impact. Energy dissipaters were removed from road crossings, where water is
not conveyed through a drainage swale. This reduced impacts by 0.012 acre. Other alternatives were explored, but
were deemed impracticable or infeasible. They are discussed in the next section
VI. Alternatives
The Applicant investigated other potential means of developing the subject parcel, and has been unable to find a
practicable alternative that would achieve his goal and meet his stated purpose. They are as follows:
A. "No Action" Alternative
The No Action Alternative (leaving the proposed impact areas undeveloped) would not be feasible for several
reasons:
As it relates to lot impacts: During previous meetings with the USACE and DWR, it was suggested that
the remaining wetlands within the lots would be managed (i.e. mowed) and possibly even filled by future
lot owners. Therefore, these areas would need to be accounted for in the impact acreage. With that in mind,
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T6- Village at Motts Landing 2016 iP Modification 5uPPlemental information 5E-Gi
removing the lots (14) from the development plan, to avoid impacting the wetlands, would make the
project economically impracticable.
B. Construction Techniques Alternatives
As it pertains to Lot 377-A driveway access: The Applicant has explored several construction methods,
such as bridging, installing a bottomless culvert and incorporating retaining walls, in order to avoid and/or
minimize the impact.
Bridging: The Applicant received an estimate from Rivenbark Construction Company to construct a
bridge across the wetland feature (see Appendix E). The cost of the bridge would prohibit the
Applicant from making any profit from the sale of the lot. In addition, the bridge would have to meet
DOT standards, per New Hanover County Building Code, which would cause the structure to protrude
into the lot a considerable distance, rending the lot unbuildable. Therefore, this alternative is not
economically feasible or practicable.
Bottomless Culvert 1: The Applicant received an estimate from Contech Engineered Solutions for a
bottomless culver that would span the entire width of the wetland feature (see Appendix E). The cost
of the structure, in conjunction with the contractor's fees for additional material and labor, would cost
more than the Applicant could reasonably expect to receive for the lot, which renders the alternative as
not economically practicable.
Bottomless culvert 2: This culvert would span a portion of the feature (see Appendix E). However, as
with Bottomless Culvert 1, the estimate received from Contech Engineered Solutions, in conjunction
with the contractor's fees for additional material and labor, would cost more than the Applicant could
reasonably expect to receive for the lot, which renders the alternative as not economically practicable.
As it pertains to the stream crossing: It was the Applicant's intention to utilize retaining walls, along the
stream crossing, in order to minimize impacts. Unfortunately, the NC Department of Transportation (NC
DOT) would not approve this measure (see Appendix F). Therefore, this option is not a viable alternative.
As it pertains to lot fill: As discussed previously, the remaining wetlands (i.e. those wetlands situated
within property boundaries of the 14 lots) are anticipated to be managed by future home owners, and will
likely be either indirectly or directly remove a portion of their functional value. Construction techniques
are not available to remove this concern and losing the 14 lots would render the project economically
infeasible. Therefore, this is not a practicable alternative.
As it pertains to driveway accesses on Lot 34 and 262 - 264: The proposed road crossing and driveways
will cut off all but approximately 2,800 square feet. Stormwater will be collected via pipe and swales,
which will negatively alter the hydrology of the feature, leaving it an unviable wetland. Removing the lots
from the site development plan would not be economically feasible.
As it pertains to road crossings: The Applicant incorporated headwalls into the road crossings, but use of
the measures was denied by the NC DOT (see Appendix F). Therefore, this is not a practicable alternative.
C. Alternate Site(s)
i. Permittee Owned Site: Although the Applicant owns land across River Road, utilizing this property
would not be feasible for several reasons:
As it pertains to lot impacts: The property is not large enough to accommodate 14 single family
dwellings. Therefore, the land west of River Road would not be a feasible alternate site for the
proposed development.

T6- Village at Motts Landing 2016 IP Modification SuPPlemental information SE-Gi
As it pertains to Lot 377-A: This would require the installation of adequate utilities and driveway
access on the west side of River Road, which is not economically feasible, at this time. Thus, this
is not a practicable alternative.
ii. Purchase of Alternate Site:
Due to the fact that the Applicant owns the land the project is located upon, it would not economically
feasible to purchase another property to facilitate the development. Therefore, this alternative is not
practicable.
D. Preferred Location
The proposed impacts are the preferred alternative, as they provide the location specific impacts necessary to
meet the purpose and need of the project.
The Applicant has removed impacts associated with road construction and limited the proposed impacts to
specific needs within current development areas. For those proposed impacts that remain, the economic
validity lies within the developer's ability to provide homes which are currently selling in the local market.
For example, if the Applicant is unable to provide townhomes and single family dwellings, which there is
currently a market for in the area and which the Applicant has had success in selling, the viability of the project
is at risk. The Applicant also currently has a buyer for the subject lots and could lose the sale of these lots if the
wetland impacts are not authorized.
VII. Sequence of events
The Applicant has secured stormwater and S&EC permits, thus work is to commence as soon as USACE and
DWR approvals of the modification request have been issued. The work will consist of clearing the land, removing
the hydric soils from the impact areas, and stabilizing the soil and establishing grade. Work is anticipated to begin
once the USACE, DWR and DCM authorizations have been issued and the proposed wetland restoration credit
payment fulfilled. The Applicant intends to perform the permittee responsible wetland and stream restoration
concurrently with the installation of the Glen Ellen Drive.
VIII. Compensatory Mitigation
The following table summarizes the mitigation that has taken place, to date, for this project:
Permit
Impact Area (AC)
Mitigation
Status
2005 IP
1.51 AC (NR)
2:1 (3.02 AC) Payment to the NCEEP (3.25 AC)
Not fulfilled
Preservation of the remaining 81 AC of Wetlands
Not Fulfilled
2006 IP MOD (Added 0.013 AC)
1.523 AC
2:1 (3.05 AC) Payment to the NCEEP
Fulfilled
Preservation of the remaining 81 AC of Wetlands
Fulfilled
2012 IP
1.11 AC
Covered by previous payment (removed preservation
mechanism from the 81.0 AC of remaining wetlands)
Fulfilled
2013 IP MOD
1.39 AC
2:1 (0.25 AC) Payment to NC EEP
Fulfilled
Table 2 Mitigation Summary
A. Proposed Mitigation: A combination of mitigation mechanisms (i.e. permittee responsible mitigation and
payment for wetland and warm water stream restoration credit, through a private mitigation bank) will be used
to replace the permanent loss of 0.80 acre of wetlands and 125 linear feet of warm water stream, proposed
within this permit application.
4

T6- Village at Motts Landing 2016 iP Modification 5uPPlemental information 5E -GI
To date, the Applicant has impacted 0.33 acre of wetlands, but has secured 3.25 acre of wetland restoration
credit through the NC EEP (see Appendix C). Thus, the Applicant and SEGi believe the completed impacts
and those previously authorized wetland impacts (i.e. 1.39 AC) have been offset by the previously purchased
wetland restoration credits. Therefore, those wetland impacts being proposed within this permit application
(i.e. 0.47 acre of non -riparian and 0.33 acre of riparian impacts) will be offset with payment to the Lower Cape
Fear Mitigation Bank (LCFMB) and permittee responsible mitigation. Please refer to Appendix H, for details
of the permittee responsible mitigation plan.
The table below summarizes the proposed mitigation for the additional impacts proposed with this permit
application:
Type of Impact
Impact Acreage Permittee Responsible LCFMB Credit (AC)
LCFMB Stream Credit (LF)
Riparian
0.47 AC 0.04 AC 0.90 AC
-
Non -riparian
0.33 AC - 0.70 AC
-
Warm Water Stream
125 LF 25 LF -
100 LF
Total
0.80 AC & 125 LF 0.04 AC (R) & 25 LF 1.6 AC
100 LF
Table 3 Proposed mitigation summary
SEGi and the Applicant believe that the proposed mitigation is sufficient to offset the impacts being requested with
this request to modify the USACE IP and DWR MC.
IX. Adjacent Property Owners
The following table includes all the properties that abut the project limits. Please refer to Appendix I, for a map of
the adjacent properties.
Map Key ID
Owner's Name
New Hanover County Parcel ID
1
Lake Brewster HOA
R07609-009-115-000
2
Williamson, Jerry and Laura
R07600-006-233-000
3
Henderson Joel D
R07600-006-360-000
4
Tyson, Karen Su
R07600-006-226-000
5
Sycamore Grove HOA
R07600-006-270-000
6
Topjian, Dianna Phillip Tolman
R07600-006-325-000
7
Gilmore Ann Marie McLeod
R07600-006-015-001
7b
Hurley, Michael and Margot
R07600-006-174-000
7c
Hurley, Michael and Margot
R07600-006-015-000
7d
Middleton, Vanessa Brown Alford
R07600-006-175-000
7e
Middleton, Alford and Vanessa
R07600-006-067-000
8
AFTEW Properties
R07600-006-013-000
9
AFTEW Properties
R07600-006-014-000
10
Carenbauer, William L.
R07600-006-011-024
1 1
Weddle, Glenn C.
R07600-006-011-023
12
Carenbauer, William L.
R07600-006-011-022
13
Carenbauer, William L.
R07600-006-011-021
14
WARD JOHNATHAN G
R07600-006-011-020

T6- Village at Motts Landing 2016 iP Modification Supplemental information SE-Gi
15
Kaiser, Gerard and Joan
R07600-006-011-019
16
GALLOWAY GLEN II HOLLY
R07600-006-011-018
17
DEHART DEANA B
R07600-006-011-017
18
Vamum, Glenn and Nellie
R07600-006-011-016
19
Peterson, David and Sandra
R07600-006-011-015
20
Home, Benjamin et at.
R07600-006-011-014
21
Mathews, Donald et al.
R07600-006-011-013
22
Mathews, Cliff Jr.
R07600-006-011-012
23
Mathews, Sandra and Cliff W. Sr.
R07600-006-01 1-011
24
Schenk, Donald and Sally
R07600-006-011-010
25
Home, Benjamin
R07600-006-011-009
26
Home, Benjamin
R07600-006-011-008
27
Home, Benjamin
R07600-006-011-007
28
Home, Benjamin
R07600-006-011-006
29
GRUVER JENNIFER
R07600-006-011-005
30
Ranieri, Richard and Rosalind
R07600-006-01 1-001
31
Barnhill, Carolyn W. Living Trust
R07600-006-011-004
32
JJ&K Properties Inc.
R07600-006-008-000
33
State Employees Credit Union
R07600-006-006-000
34
Sanders, Carlotta Hrs.
R07600-006-005-000
35
Sanders, Sarah H.
R07600-006-004-000
36
Sanders, Carlotta Hrs.
R07600-006-003-000
37
Wade, Carolyn
R07600-006-002-000
38
Canty, Katie Mae and Graham et al.
R07600-006-001-001
39
ATFEW Properties
R07600-006-010-000
40
NNP IV CAPE FEAR RIVER
R07600-009-160-000
41
Carolina Power and Light
R07600-006-079-000
42
Lake Brewster HOA
R07600-009-115-000
43
FRITZ RICKEY LEE LAURA ANN
R07609-009-159-000
44
KEINATH CHRISTINE D ETAL
R07609-009-160-000
Table 4. The Village at Mott's Landing Adjacent Property Owners as of May 2016. Please note that New Hanover County's GIS system does not provide the
mailing address for property owners.
X. Additional Authorizations
The proposed project will require the following environmental permits:
Type
Agency
Date Issued or Applied For
401 Water Quality Certification
NC DWR
Applying for concurrently with IP
CAMA Consistency
NC DCM
Applying for concurrently with IP
State Stormwater Permit
NC DWR
Issued 4 April 2012
S&EC Permit
NC DLR
Issued 12 June 2012
Table 5. Other state and local environmental authorizations

T6- Village at Motts Landing 2016 iP Modification 5uPPlemental information 5E-Gi
XI. Summary
The Applicant is proposing to permanently impact an additional 0.80 acre of Section 404 wetlands and 125 linear
feet of warm water stream, as well as the temporary impact of 0.06 acre of wetlands, which are necessary to
facilitate the construction of infrastructure, dwellings and driveways, within Phases II and III of the Village at
Motts Landing. In conjunction with the avoidance and minimization efforts (i.e. relocating Mott's Forest Road and
removing non-essential sediment and erosion control measures), the Applicant intends to offset the proposed
permanent wetland impacts with permittee responsible mitigation, in the form of riparian wetland and stream
restoration, and payment to the Lower Cape Fear Mitigation Bank, for 1.6 acre of wetland restoration credit and
100 linear feet of warm water stream restoration credit. The Applicant and SEGi believe the project, as proposed,
is the least environmentally damaging, practicable alternative.
II

The Village at Motts Landing 201 6 IF Modification 5uPPlemental information 5E -G1
Appendix A
Motts Landing USACE Jurisdictional Determination
Issued 28 February 2011

DL)
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2009-01847 County: New Hanover U.S.G.S. Quad: Wilmington
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: AFTEW Properties LLC
C/o Dr. Arnold Sobol
Address: 2020 Churchill Drive S.
Wilmington, North Carolina 28403
Telephone No.: [phone]
Property description:
Size (acres) —162 ac.
Nearest Waterway Mutts Creek
USGS HUC 03030005
Agent: Southern Environmental Group, Inc.
C/o David Scibetta
5315 College Road, Suite E
Wilmington, NC 28412
Nearest Town Wilmington
River Basin Cape Fear
Coordinates N 34.1248, W -77.9109
Location description The project area is the greater portion of the subdivision known as the Village at Mutts Landing
located on both east and west sides of River Road north of Sanders Road, west of Carolina Beach Road Wilmington, New
Hanover County, North Carolina. Parcel H)s R07600-006-012-000 and R07500-004-006-000.
Indicate Which of the Following Apply:
A. Preliminary Determination
_ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have this
property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a jurisdictional
determination must be verified by the Corps. This preliminary determination is not an appealable action under the Regulatory
Program Administrative Appeal Process (Reference 33 CFR Part 331).
B. Approved Determination
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are waters of the U.S. including wetlands on the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC 6 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five vears from the date of this notification
We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our present
workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely delineation,
you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The waters of the U.S. including wetland on your project area have been delineated and the delineation has been verified by the
Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified
by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your
property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed
five years.
X The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Reaulatory Official identified below on 6/27/2011. Unless there is a change in the law or our
published regulations this determination may be relied upon for a period not to exceed rive vears from the date of this
notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the permit
requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.

X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Wilmington, NC at [phone] to determine
their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this determination
and/or the Corps regulatory program, please contact Emily Hughes at 910-251-4635.
C. Basis For Determination
This site exhibits wetland criteria as described in the 1987 Corps Wetland Delineation Manual and is adjacent to Mott Creek.
a Navigable Water of the U.S. This determination is based on information submitted by SEG. Inc. and a site visit by Emily
Hughes on 3/17/2011.
D. Remarks
E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B.
above)
This correspondence constitutes an approved jurisdictional determination for the above described site. Ifyou object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Division
Attn: Emily Hughes, Project Manager,
Wilmington Regulatory Field Office
69 Darlington Ave.
Wilmington, North Carolina 28403-1398
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by 8/27/2011.
**It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this correspondence.**
Corps Regulatory Offich
Date June 27, 2011
Action Id. SAW -2009-01847
Date June 27, 2016
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete the Customer Satisfaction Survey located at our website at htti)://reeulatorv.usacesurvey.com/ to complete the survey
online.
Copy furnished:

The Village at Motts Landing 201 6 IF Modification 5uPPlemental information 5E -G1
Appendix B
Google Earth 2015 Aerial Photograph

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The Village at Motts Landing 201 6 IF Modification 5uPPlemental information 5E -G1
Appendix C
NC EEP Receipt for Wetland Restoration Credit

"4w -
tem
PROGRAM �
PROGRAMM
Arnold Sobol
AF'I'EW Properties, LLC
2020 South Churchill Drive
Wilmington, NC 27403-5308
Project: Village at Motts Landing Subdivision
April 20, 2006
DWQ #: 04-0047
COE #: 200101165
County: New Hanover
The North Carolina Ecosystem Enhancement Program (NC EEP) has received a check in the amount of $42,649.75, check
number 1187, as payment for the compensatory mitigation requirements of the 401 Water Quality Certification and/or US
Army Corps of Engineers 404 and/or Division of Coastal Management CAMA permit(s) issued for the above referenced
project. This receipt serves as notification that the compensatory mitigation requirements accepted by NC EEP for this
project have been satisfied. Please note that you must also comply with all other conditions of the certification/permit(s)
including any additional mitigation conditions not accepted by NC EEP and any other state, federal or local government
permits or authorization associated with this activity.
The NC EEP, by acceptance of this payment, acknowledges that the NC EEP is responsible and agrees to provide the
compensatory mitigation requirements as indicated in the table below. The mitigation will be performed in accordance with
the Memorandum of Understanding between the NC Department of Environment and Natural Resources and the US Army
Corps of Engineers dated November 4, 1998.
River Basin
Cataloging
Unit
Wetlands (credits)
Stream (credits)
Buffer
(sq. ftJ
Riparian
Non-
Coastal
Cold
Cool
Warm
Riparian
Marsh
Cape Fear
03030005
0
3.05
0
0 -0-0 0
Please note that a payment made to the Ecosystem Enhancement Program is not reimbursable unless a request for
reimbursement is received within 12 months of the date of the receipt. Any such request must also be accompanied by letters
from the permitting agencies stating that the permit and/or authorization have been rescinded.
If you have any questions or need additional information, please contact Chris Mankoff at [phone].
Sincerely,
illiam D. Gilmore, PE
Director �'
cc: Cyndi I{aroly, Wedands/401 Unit
Doug Huggett, Division of Coastal Management
Jennifer Frye, USACE - Wilmington
Noelle Lutheran, DWQ Regional Office - Wilmington *.WA
File oar State- "®ERR
Restoratg... Fy��... pro
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 1 www.nceep.net

e-�o,„m— s
_ _t--
AF''eiM PROPERTIES LLC
PH. 910-763-2629
FAX [phone] _
2020 SOUTH CHURCHILL DRIVE r n
WILMINGTON, NC 28403-5308 / cs-1121:
.�1 DATE h ' /, L 1=, ME
PAY / _
ORTHe
O i�,r�c�r�t Cts °3" ��f ! l VIAL.���NY"tM%L^"� / 4'���b"Wp� ^ I Q` ry/�.
HQU V !l "
WINU= arm W,UST cor.w r"
LMINGT
NORTH CAROLINA
FOR:`\-M!i�''� 4� � .J � I�� l.: � �,11 0 -H-' C� "L'04 /
110001184n■ to❑ 53101b211.S19to30123Wo
! VQICE
April 3, 2006
DWQ#-- 04-0047
Mr. Arnold Sobol COE#: n/a
AFI'EW Properties, LLC
2020 South Churchill Drive
Wilmington, NC 28403
Project: Village at Motts Landing Subdivision County: New Hanover
You have elected to satisfy the compensatory mitigation requirements of the Section 401/404 permit issued for the above
reference project through payment of a fee to the North Carolina Ecosystem Enhancement Program. In accordance with 15A
NCAC 2H.0500, your fee has been calculated as follows (Please note: payment of wetlands is calculated in increments of
0.25 acres). If you have any questions concerning this payment, please call Carol Shaw at 919-733-5205.
Riparian Wetlands
0 acres x $ 26,246.00
$
Non -Riparian Wetlands
_
3.25 acres x $ 13,123.00 —
$ 42,649.75
Saltwater Wetland
0 acres x $131,230.00 =
$
Stream
0linear feet x $ 219.00 =
$
Buffer — Zone 1
0 square feet x $ .96 —
$
Buffer— Zone 2
0 square feet x $ .96 —
—
$
TOTAL
$ 42,649.75
Please mail a check made payable to
North Carolina Ecosystem Enhancement Program
for the total amount due to the address below.
NC DENR Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Please note that a payment made to the NC Ecosystem Enhancement Program is not reimbursable unless a request for
reimbursement is received within 12 months of the date of the receipt. Any such request must be accompanied by letters
from the permitting agencies stating that the permit and/or authorization have been rescinded.
YOU MUST BE IN POSSESSION OF THE PAYMENT RECEIPT FROM THE NC ECOSYSTEM
ENHANCEMENT PROGRAM PRIOR TO COMMENCING THE ACTIVITIES AUTHORIZED BY THE
DEPARTMENT OF ARMY PERMIT AND/OR THE 401 WATER QUALITY CERTIFICATION.
cc: Cyndi I{aroly, Wetlands/401 Unit
Jennifer Frye, USACE-Wilmington
Noelle Lutheran, DWQ Regional Office -Wilmington
Doug Huggett, DCM-Morebead City
File

The Village at Motts Landing 201 6 IF Modification 5uPPlemental information 5E -G1
Appendix D
Wetland Impact Map, Profiles and Summary Worksheet
1V

1
SCALE : 1 200'
ti 0 200 400 600 �
NC GRID (NAD 83)
i ` cyto -�, 'yy11y11l/�1 `
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4 ( � N6 LS PG E6
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t
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I
EQVE=AN ESTATES } AFTEW 9MENS CHAPEL }
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16, ( DoT g
EQUESTNU,N ESTATES
- ,
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5
} y { M�6 18 PG 66/��y
"404 WETLAND DELINEATION'AS \ I 1 �
r
DESIGNATED AND SIGNED BY THE U.9, } — — 1 }
ARMY CORP OF ENGINEERS ON I }
FEBRUARY 28, 2011(USACE ACTION IDLC)T C 1
r \ No, SAW -2009-01847) El IRTAH EST303304 t :.::::: -[f }'404 WETLAND DELINEATION"AS305IMP�CT Aig �t ill 1I i DESIGNATED AND SIGNED BY THE:U.S.07 "7 F10.003 A % ARMY CORP.OF ENGINEERS ON .:: I I Ir
3gg \ 4 j i i FEBRUARY 2$ 2011{U$ACEACTION ID
r 30T 1 f No 5AW 2009 01847) l 0
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RRD k MOTIS VILLAGE D
BELLAMY PARKS
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Sf11167
MOTTS VILLAGE RD
LOCATION MAP NOT TO SCALE
Vr1
PROPOSED WETLAND IMPACTS
PREVIOUSLY AUTHORIZED
IMPACTS
WETLAND IMPACT MAP
SHEET 1 OF 4
FOR
AFTEW PROPERTIES LLC
THE VILLAGE AT MOTTS LANDING
FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY
NORTH CAROLINA
SCALE : 11i= 200' DATE: MAY 17, 2016
PROJECT No. 16-0465
MATCH LINE SHEET I
MATCH LINE SHEET 2
P©RT CITY
LAND SURVEYING, PLLC
FIRM LICENSE No. P-1493
1144 SHIPYARD BLVD.
WILMINGTON, NC 28412
910-791-0080
PROJECT No. 16-0465
MATCH LINE SHEET I
MATCH LINE SHEET 2

IMPACTAREA
f / 316 ` IMPACY, ARES► XXII ,... i9
23I 6 5F:/1D.D05 / 3 CT AR 62$ F 0.0 AC op f spa 4:_I I �I'l.. ES
29 / 539 0.01 C
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IMPACT AR A[ ll:::. 2 + � " l 34 WATRA °WID l BELLAMY P war
iEA XIX *LO f66LIWERE MOVED,1' 1
.D1 AC 1 RE O PLACEMENT ::$3b `�`�` /1 D.1 i�Fi 4 1,x-'33 1
— rNEE6 W TER POND A 1 " 1
REDUCINGT OF MOTTS :i1 l, + l 32 IMOTiS VIIAGE RDFORESg L IPOND Na 1 � , , l 31
30LOCATION MAP NOT TO SCALE
241 r ` --
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ti 239 \1 ,z 404 WETLAND : I lr l 27 1
` v� 247 �: �
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~�~ ` ,// / ENGINEER5,ON :`• , , l 25
�•� .6 } — ?: FE6$4JARY:z$; 2411 :.' S Il l �._ PROPOSED WETLAND IMPACTS
1 .f 23b 252 " 251 250 248 (USACEACIItlN [[S NO:. }.
249 ,` SAW 20G9•t41847} -: '.1\ \;� 1
i1� 235
A
i I 1
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256
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267 I �� — 1', \,� i/ ` 232 ''�Y/r/4��4g9 5 f D.O1 A 90 �87r1 \
1 1
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A260 P0*0b. ? A 6 Q.003
l 6 756 261 MPACT AROAXI\ 230 —�l
l
S
229 2z8 zzi`, ;1 �� l WETLAND IMPACT MAP
....: 62 35$1 SF / 8 0$ AC: T IMPAC AQEA VI.: = :: - 24 B 1 1
265 ,r .. !' : : t..� + 1 , , f \ 96 92 91 1 77 1 SHEET 2 �f 4
.: �, 404 SF / d;D�4i C"` Y :: _/ \ / �y� FOR
23
rIMPACT ARPAXI ::: :.:::
_ ! 1. �- _ — 76 1
12,$42 SF /.0,07 AC \ 5a,... Q,%f�PACT AREA: - 95 ,�!!1a'TEMORARY -- 1-'r fw 2'`l 91 AETEVII PROPERTIES LLC
/ 4 4 SF f :0 01 �A 1 // UFFER 0 } l THE VILLAGE AT MOTTS LANDING
I PACT A XXIX
ERAL POINT TOWNSHIP NEW HANOVER COUNTY
I I 47 1} } 55 sfi n _ o 93 1 3 Sf D:0 =il
50,BU FRUM:.:...: 4:f3liFFER FROM : V 54 , L��0 2 l 80 NORTH CAROLINA
P010 Na 4 264 �% �� IFCH .•:•:•:•:-:.....:•.. - :?4I�T 1�FICFI:•:• y 46 1' S1 52 53 +} } F moi' { `� 94 a:•:-:- 00 .Yy ']��111 SCALE : I`= 200` DATE: MAY 17, 2016
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41 1 1 66 y J Wil- 1144 SHIPYARD BLVD.
MATCH LINE SHEET 290: 40 - - - -
_ 67le �l
WELL TRACT 0 } 84 , I} WILMINGTON, NC 28412
MATCH LINE SHEET 3 ! - - p pRK�r _~ = - " =29 ~ t1\ ~ ~ 7a 69 72
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MAP WK 55 PAGE }
39 - ` �R��L _ ~31 l l 30 \; �0 ,, \ 71 86 �\ I 86 }1
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a 67
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`~ �3d 11 9 1 71 86 t ; . W, BQOK 55 PAGE a
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in 34 i 33 ti 1 11 � ,1 $3 r// 4 ` �♦ :� �� 16;1
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88
376 , 27 76 77
IMPACT.AREA)XVi3_-:-. -: 1. 377 ti, 0 ,, `` 75 13
1,001 SP10.02-AC 0 C
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a -`
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`.. ::i'::::::: ::::::: 1\\ \\ 25 }-G�as'�180 1$1 r+1$2 / ``�„90-R 11 i0
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: :::: I i:-:-j.:.:.:.:.:.:.:-:. ARWCRRPOFENGINEERS.O.N. ' / 94 \\`
:: ::::%�_ :•:-:� 20 JJ1 11 FEBRUARY 28, 2D11({1SACEAcn_ ON1)1
�. '::::::::......... r — J 170 n�4�
No. SAW-2009-01847}: 1 1$$ //r '/ '-.� 43 '
:::� r �.- - - —i- _ _
��� 18 I _
w /,
/ 92
/ ��` 95
NC GRIT) (NAD 83) : � ✓.:::::: :..............11 � ���1 t ; 19 I I 169 � T 9
:.r .°.................... . .. `..l::.r.... 1 , 1 17 I I I ra - _ . DD c 18
©DELINEATION : -.•. ,�.....t 16 1t, 1,------�" ' \ � "
:-:-:-:-DESIGNATEDANDSIGNEDBYTHEU'S'. _ —-------- \ 200 199 Ufa 4 / \ `96
. : ARMY CORP OF ENGINEERS ON y - -- - I I 201 ( 190
FE9RUARY 28 2011(USACE ACTION ID 15 i 168 4 1194 193 192 / / Q
No. SAW 1D09 01&17). ✓ ♦ '! ' - _Y — - — _ —1. k 1198 197 196 195 1 4 - - — — 191 // 'Qom" ` 997 - - —� 10
�j / 150 I� ~ 98 ` \�
167 202 �- �t_ D --
/j �� 1 147 148 149 14 ---- RtOA
:.
14 1 t HERON _
lay
146 1 t 151 I I I I ls` WHY'PE -_ -- =i- - ,{ 99�
203— �— ^-`�-
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4:: ::.:.::: ::�� \ 12 ,, 144 153 !f r 1 213 //'0 %� ♦ %
..\ r + — _ 164 22a 219 t ` h( i 12 ♦♦ ♦. 1/ 102 /
PROPOSED WETLAND IMPACTS \ \ 1 ` ,t• \\ 143 �, ,� '—�'— _ — I 218 214 ♦ ♦ /� f� _\ ♦ ♦\♦
�� J li /� ♦ 142 ."- 154 f I I,1 163 \ ♦♦ k�� /� � � 12$ \,��*. �O ♦<♦ 03
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WETLAND IMPACT MAP ♦ f / 7 C ,%
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FEDERAL POINT TOWNSHIP NEWHANOVERCOUNTY \\ \ / 4
NORTH CAROLINA\
SCALE : 1"= 200' DATE: MAY 11, 2016 ♦ 1- / C ` / ,6�0 _ ,f,
MOTTSVILLAGE
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BELtAMY PARWKAEy, ��� � PORT C l TY �•.� ♦ � , X
LAND SURVEYING, PLLC ♦ or0 �_- ,
FIRM LICENSE No. P-1493 \� \♦ / 1 / \�;���' SCALE I"= 200'
5�ll�i 1144 SHIPYARD BLVD. '
MDTTSVILLAGE RD WILMINGTON, NC 28412 �� f // ` -� _ rr,' 0 200 400 600
910-791-0080 ` ,\ /! a / �,'
NIEL
PROJECT No. 16-0465
LOCATION MAP NOT TO SCALE

Mi
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WETLAND IMPACT
VII AND VIII
CROSS SECTION
HORIZ. 1 " = 50'
VERT. 1 " = 5'
20
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REVISIONS
Description
WETLAND IMPACT
XXX AND VI
CROSS SECTION
HORIZ. 1 " = 50'
VERT. 1 " = 5'
ByTRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone [phone]
Fax [phone]
© 2014 TRIPP ENGINEERING, P.C.
DATE 05-06-16
DESIGN PGT
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IMPACT #
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20
15
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STREAM IMPACT M+N WETLAND IMPACT WETLAND IMPACT
CROSS SECTION XVI AND XVII XVIII AND XIX
HORIZ.1 " = 50'
VEERT..1 " = 5'
CROSS SECTION CROSS SECTION
HORIZ. 1 " = 50' HORIZ. 1 " = 50'
VERT. 1 " = 5' VERT. 1 " = 5'
REVISIONS TRIPP ENGINEERING, P.C.
Description By
419 Chestnut Street
Wilmington, North Carolina 28401
Phone [phone]
Fax [phone]
© 2014 TRIPP ENGINEERING, P.C.
DATE 05-06-16
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Appendix D Page 4 of 4
Wetland Impact Summary
2016 USACE and DWR Permit Modification Wetland and Stream Impact Summary Worksheet
New Proposed Wetland Impacts
New Proposed Stream Impact
Impact ID
Purpose & Need
SF
AC
Resource Type
(Riparian or Non-
Riparian)
Impact ID
Purpose & Need LF
I
Lot Fill
1,882
0.043
NR
M & N
Road Crossing 125
11
Lot Fill
5,836
0.134
NR
Total 125
Previous Completed Impacts Under 2005 IP (AC)
Total 0.16 AC
Previously Authorized Impacts Under 2013 IP (AC)
Riparian 0.58
Non -Riparian 0.81
Total 1.23
Proposed Impacts with this Permit Mod (AC & LF)
Riparian 0.47
Non -Riparian 0.33
Stream 125
Total 0.80
Cumulative Impacts (AC & LF)
Previously Impacted 2005 (NR) 0.16
2013 Permit Wetlands 1.23
Proposed Wetlands 0.80
Proposed Stream 125
Total Stream Impact 125
Total Wetland Impactl 2.19
Proposed Mitigation (2:1)
Riparian Wetland Credit 0.86 AC
Non -Riparian Wetland Credit 0.66 AC
Permittee Responsilbe Wetland Restoration 0.04 AC
Permittee Responsible Stream Restoration 25 LF
Stream Restoration Credit 100 LF
III Lot Fill 697 0.016 NR
IV Road Crossing 146 0.003 NR
V Road Crossing 449 0.010 NR
VI Road Crossing 404 0.009 NR
VII Road Crossing 362 0.008 NR
Vill Road Crossing 268 0.006 R
IX Road Crossing 2,371 0.054 R
X Lot Fill 982 0.023 R
XI Road Crossing 3,581 0.082 R
XII Road and Lot Fill 2,842 0.065 R
XIII Lot Fill 1,192 0.027 R
XIV Road Crossing 396 0.009 NR
XV (-T) Utility Crossing 2,675 0.061 R
XV4 Read-6ressing 428 0.003 NR
XV14 Road-6ressiag 424 0.003 NR
XVIII Road Crossing 540 0.012 R
XIX Road Crossing 555 0.013 R
XX Lot Fill 635 0.015 NR
XXI Lot Fill 1,732 0.040 NR
XXII Lot Fill 539 0.012 NR
XXIII Lot Fill 628 0.014 NR
XXIV Lot Fill 400 0.009 NR
XXV Lot Fill 236 0.005 NR
XXVI Driveway Access 1,419 0.033 R
XXVII Driveway Access 1,001 0.023 R
XXVI11 Road Crossing 117 0.003 NR
XXVIV Road Crossing 618 0.014 R
M & N Road Crossing 5,162 0.119 R
Total Proposed Impacts 34,990 0.80
T = Temporary Impact

The Village at Motts Landing 201 6 IF Modification 5uPPlemental information 5E -G1
Appendix E
Bridge and Culvert Estimates

0112512016 16:38 9107634742 PAGE 01/02
UtQGV io FW: Rrir QuPop Ii
Op ��a:st a ❑uolr+
From: Tripp Engineering <trippeng@ec,rr,com>1A'6'i�'fYl U4*{
To: Arnold 5obol-home <lobos251 @aol.com>; Arnold Sobol-office <[e-mail]>
Subject: FW: Bridge Quote Request a Quote
Date: Thu, Jan 28, 2016 12:10 pm
Attachments; 2016 Corporate Brochure.pdf (9486K), Certifrcation_.htm (253)�r t
See below, quote for bridge
From: Titus Edwards [mailto:[e-mail])
Sent: Thursday, January 28, 2016 10:09 AM
To:1rii)[e-mail]
Subject: RE: Bridge Quote Request a Quote
Hello Phil!
Good to hear from you again, hope you have been doing well, You and i met years ago when I came up
to meet on the RiverSea project and then later we discussed Shallotte River Village project.
Regarding The Village At Motts Landing......for an HS20 pile -supported (piling bents every 15' like
RiverSea) timber bridge, 22' wide (yields 2.0' clear driving width) x 120' long, up to 8' of height (deck to
grade height)..... you are going to be around $300k out the door (design, engineering, construction,
driven timber piling, poly/acrylic timber abutments, poly/acrylic timber guard rail, etc. all included),
*This pricing assumes drivers timber piling up to 16' in the ground — potential far additional charges if
soft soils required deeper in the ground piling.
This pricing includes all of our return York Bridge Services that brings us back to the completed bridge
some 6 months later to apply protective coatings to the entire bridge and deck, as well as to perform
initial maintenance on the bridge. As you can see in our new brochure, our new bridges are more than
just a timber bridge, but a combination of acrylic/polymer finishes with pressure treated heavy
timbers.
What kind of schedule is the project on? Thanks Phil!
Titus Edwards, Lead Senlor Bridge Consultant
YORK BRIDGE CONCEPTS, INC.-rm
Titus bc.com
www.YBC.com
[phone] x 105 (office)
[phone] (cell)
2420 Brunello Trace Lutz, FL 33558
This email and any files transmitted wltn it are confidential and intended solely for the use of the Individual or entity to whom they are addressed, If you have
received fils emall In error please notify the system manager. This mrssap,.e contains confidential Information and is intended only for the Individual homed, If you are
not the named addressee you should not disseminate, distribute cr copy this e-mail. Please notify the sender Immediately by e-mail if you have received this o -mail by
mistake and delete this e-mail from your system. If you are not the intended reclplent you are notified that dlscloslnR, copying, distributing or taking any action In
rellRrce on the contents of this Wormation is strictly prohibited
httpsa/mail.Bol.cont/webmeiI-std/en-us/PrintMassago 1/3

Contech Engineered Solutions LLC
025 Centre PointeDrive, Suite 400Ch4/iNTECff West Chester,
OH 45069
ENGINEERED SOLUTIONS Phone: [phone]
Fax: [phone]
www.ContechES.com
February 17, 2016
Project: 207952 VAML Lot 377A, Wilmington NC (DYOB REFERENCE #207952)
As requested, the following is a CON/SPAN° O -Series Bridge System ENGINEER'S COST ESTIMATE for the above
referenced project. This ESTIMATE is intended for preliminary estimating purposes only and should not be interpreted as
a final QUOTATION. The information presented is based on the DYOB referenced above.
Contech will fabricate and deliver the following described CON/SPAN° O -Series Bridge components and appurtenances:
DESCRIPTION OF SUPPLIED MATERIALS:
■ CON/SPAN O -Series 01055 structure
■ 16 L.F. of 1 Cell 01055 55'-0" Span x 8'-11 1/8" Rise CON/SPAN° O -Series Precast Concrete units
■ (4 FT. Typical Lay Length)
■ Two (2) precast headwalls
■ Four (4) precast wingwalls with mounting hardware
■ Joint sealant material
■ Masonite shims
■ Filter fabric and perforated drain tile
■ On-site consultation during installation
*ESTIMATE - $146,400 Delivered
These costs do not include the foundation, or installation costs. As part of the construction process, the contractor is to
perform the items listed below in accordance with the installation drawings:
■ Construct cast -in-place foundations
■ Unload and set structure utilizing crane
■ Grout the unit legs and wingwalls into the keyway
■ Apply all joint sealing material
■ Excavate and backfill the structure
Please contact me at *Sender Phone* should you have any questions or need additional information. Thank you for your
interest in the CON/SPAN° Bridge System.
Respectfully,
*Signature*
*Estimate assumes production facility is within 100 miles of the jobsite.
This estimate was prepared using a number of assumptions for design
loads, earth cover, freight and other considerations. Contact your local
Contech representative to request a formal quotation.

2
UPSTREAM
BRIDGE PLAN
DOWNSTREAM
The design and information shown on this drawing is provided as a service to the project owner, engineer and
contractor by Contech Engineered Solutions LLC ("Contech"). Neither this drawing, nor any part thereof, may be
used, reproduced or modified in any manner without the prior written consent of Contech. Failure to comply is done
at the users own risk and Contech expressly disclaims any liability or responsibility for such use.
If discrepancies between the supplied information upon which the drawing is based and actual field conditions are
encountered as site work progresses, these discrepancies must be reported to Contech immediately for
re-evaluation of the design. Contech accepts no liability for designs based on missing, incomplete or inaccurate
information supplied by others.
�
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www.ContechES.com
9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069
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PROJECT No.:
207952
SEC. No.:
DATE:
2/17/2016
DESIGNED:
DYOB
DRAWN:
DYOB
CHECKED:
APPROVED:
g00-338-1122 513-645-7000 513-645-7993 FAX
SHEET NO.:
1 OF rj

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55'-0" SPAN
CROSS SECTION
The design and information shown on this drawing is provided as a service to the project owner, engineer and
contractor by Contech Engineered Solutions LLC ("Contech"). Neither this drawing, nor any part thereof, may be
used, reproduced or modified in any manner without the prior written consent of Contech. Failure to comply is done
at the user's own risk and Contech expressly disclaims any liability or responsibility for such use.
ai�
CIN/ NTEC H®
ENGINEERED SOLUTIONS LLC
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CON/SPAN PAN O -Series O 1055 55'-0" Span x 8'-11 1 /8" Rise
PROJECT No.:
207952
SEC. No.:
DATE:
2/17/2016
DESIGNED:
DYOB
DRAWN:
DYOB
CHECKED:
DYOB
APPROVED:
DYOB
If discrepancies between the supplied information upon which the drawing is based and actual field conditions are
encountered as site work progresses, these discrepancies must be reported to Contech immediately for
re-evaluation of the design. Contech accepts no liability for designs based on missing, incomplete or inaccurate
information supplied by others.
www.ContechES.conn
9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069
cONTECH
DYOB
DRAWING
1 Cell - 16' Long
Wilmington North Carolina
800-338-1122 513-645-7000 513-645-7993 FAX
SHEET NO.:
2 OF 5

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�
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COIV L��A A ��
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I SEQ, No.:
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at the user's own risk and Contech expressly disclaims any liability or responsibility for such use.
ENGINEERED SOLUTIONS LLC
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CON/SPAN PAN O -Series 01055 55'-0° Span x 8'-11 1 /8" Rise
DYOB
�DRAWN:
DYOB
If discrepancies between the supplied information upon which the drawing is based and actual field conditions are
www.ContechES.com
CONTECH
1 Cell - 16' Long
CHECKED
Q_D
DYOB
encountered as site work progresses, these discrepancies must be reported to Contech immediately for
9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069
DYOB
re-evaluation of the design. Contech accepts no liability for designs based on missing, incomplete or inaccurate
800-338-1122 513-645-7000 513-645-7993 FAX
DRAWING
Wilmington North Carolina
SHEET NO.:
information supplied by others.
3 OF 5

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contractor by Contech Engineered Solutions LLC ("Contech"). Neither this drawing, nor any part thereof, may be
NTEC H®
rr'�N 'L��A Ado
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SEa.No.:
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DYOB
DYOB
If discrepancies between the supplied information upon which the drawing is based and actual field conditions are
www.ContechES.com
CONTECH
1 Cell - 16' Long
cHECKDYOB
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encountered as site work progresses, these discrepancies must be reported to Contech immediately for
9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069
DYOB
re-evaluation of the design. Contech accepts no liability for designs based on missing, incomplete or inaccurate
800-338-1122 513-645-7000 513-645-7993 FAX
DRAWING
Wilmington North Carolina
SHEET NO.:
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4 OF 5

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SAMPLE PARTIAL FOUNDATION PLAN
(NOT PROJECT SPECIFIC)
EXPRESS FOUNDATIONS
The design and information shown on this drawing is provided as a service to the project owner, engineer and
contractor by Contech Engineered Solutions LLC ("Contech"). Neither this drawing, nor any part thereof, may be
used, reproduced or modified in any manner without the prior written consent of Contech. Failure to comply is done
at the user's own risk and Contech expressly disclaims any liability or responsibility for such use.
ai�
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V i7 iu V
; -SERIES
VAML Lot 377A
CON/SPAN PAN O -Series O 1055 55'-0" Span x 8'-11 1 /8" Rise
PROJECT No.
207952
SEa.No.:
DATE:
2/17/2016
DESIGNED:
DYOB
DRAWN:
DYOB
'CHECKED
APPROVED
If discrepancies between the supplied information upon which the drawing is based and actual field conditions are
encountered as site work progresses, these discrepancies must be reported to Contech immediately for
re-evaluation of the design. Contech accepts no liability for designs based on missing, incomplete or inaccurate
information supplied by others.
www.ContechES.conn
9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069
CONTECH
DYOB
DRAWING
1 Cell - 16' Long
Wilmington North Carolina
800-338-1122 513-645-7000 513-645-7993 FAX
SHEET NO.:
5 OF 5

Contech Engineered Solutions LLC
025 Centre PointeDrive, Suite 400Ch4/iNTECff West Chester,
OH 45069
ENGINEERED SOLUTIONS Phone: [phone]
Fax: [phone]
www.ContechES.com
February 17, 2016
Project: 207951 VAML Lot 377A, Wilmington NC (DYOB REFERENCE #207951)
As requested, the following is a CON/SPAN° O -Series Bridge System ENGINEER'S COST ESTIMATE for the above
referenced project. This ESTIMATE is intended for preliminary estimating purposes only and should not be interpreted as
a final QUOTATION. The information presented is based on the DYOB referenced above.
Contech will fabricate and deliver the following described CON/SPAN° O -Series Bridge components and appurtenances:
DESCRIPTION OF SUPPLIED MATERIALS:
■ CON/SPAN O -Series 0530 structure
■ 18 L.F. of 1 Cell 0530 30'-0" Span x 6'-5 3/8" Rise CON/SPAN° O -Series Precast Concrete units
■ (6 FT. Typical Lay Length)
■ Two (2) precast headwalls
■ Four (4) precast wingwalls with mounting hardware
■ Joint sealant material
■ Masonite shims
■ Filter fabric and perforated drain tile
■ On-site consultation during installation
*ESTIMATE - $74,800 Delivered
These costs do not include the foundation, or installation costs. As part of the construction process, the contractor is to
perform the items listed below in accordance with the installation drawings:
■ Construct cast -in-place foundations
■ Unload and set structure utilizing crane
■ Grout the unit legs and wingwalls into the keyway
■ Apply all joint sealing material
■ Excavate and backfill the structure
Please contact me at *Sender Phone* should you have any questions or need additional information. Thank you for your
interest in the CON/SPAN° Bridge System.
Respectfully,
*Signature*
*Estimate assumes production facility is within 100 miles of the jobsite.
This estimate was prepared using a number of assumptions for design
loads, earth cover, freight and other considerations. Contact your local
Contech representative to request a formal quotation.

2
UPSTREAM
i
-------------------------
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BRIDGE PLAN
DOWNSTREAM
The design design and information shown on this drawing is provided as a service to the project owner, engineer and PROJECT No.: SEC. No.: DATE:
contractor by Contech Engineered Solutions LLC ("Contech"). Neither this drawing, nor any part thereof, may be � VAM L Lot 377A 207951 2/17/2016
C-.. NTECH® CON sP�o►Nm
used, reproduced or modified in any manner without the prior written consent of Contech. Failure to comply is done I � DESIGNED: DRAWN:
at the user's own risk and Contech expressly disclaims any liability or responsibility for such use. lAa—SERIES_ CON/SPAN O -Series 0530 30'-0" Span x 6'-5 3/8" Rise DYOB DYOB
ENGINEERED SOLUTIONS LLC ���� p
If discrepancies between the supplied information upon which the drawing is based and actual field conditions are www.ContechES.com 1 Cell - 18' Long CHECK D: APPROVED:
encountered as site work progresses, these discrepancies must be reported to Contech immediately for 9025 Centre Pointe Dr., Suite 400, West Chester, OH CONTECH 45069 DY�B
re-evaluation of the design. Contech accepts no liability for designs based on missing, incomplete or inaccurate DRAWING Wilmington, North Carolina SHEET NO.:
800-338-1122 513-645-7000 513-645-7993 FAX
information supplied by others. 1 OF rj
BRIDGE PLAN
DOWNSTREAM
The design design and information shown on this drawing is provided as a service to the project owner, engineer and PROJECT No.: SEC. No.: DATE:
contractor by Contech Engineered Solutions LLC ("Contech"). Neither this drawing, nor any part thereof, may be � VAM L Lot 377A 207951 2/17/2016
C-.. NTECH® CON sP�o►Nm
used, reproduced or modified in any manner without the prior written consent of Contech. Failure to comply is done I � DESIGNED: DRAWN:
at the user's own risk and Contech expressly disclaims any liability or responsibility for such use. lAa—SERIES_ CON/SPAN O -Series 0530 30'-0" Span x 6'-5 3/8" Rise DYOB DYOB
ENGINEERED SOLUTIONS LLC ���� p
If discrepancies between the supplied information upon which the drawing is based and actual field conditions are www.ContechES.com 1 Cell - 18' Long CHECK D: APPROVED:
encountered as site work progresses, these discrepancies must be reported to Contech immediately for 9025 Centre Pointe Dr., Suite 400, West Chester, OH CONTECH 45069 DY�B
re-evaluation of the design. Contech accepts no liability for designs based on missing, incomplete or inaccurate DRAWING Wilmington, North Carolina SHEET NO.:
800-338-1122 513-645-7000 513-645-7993 FAX
information supplied by others. 1 OF rj

CROSS SECTION
The design and information shown on this drawing is provided as a service to the project owner, engineer and
contractor by Contech Engineered Solutions LLC ("Contech"). Neither this drawing, nor any part thereof, may be
used, reproduced or modified in any manner without the prior written consent of Contech. Failure to comply is done
at the user's own risk and Contech expressly disclaims any liability or responsibility for such use.
ai�
CIN/ NTEC H®
ENGINEERED SOLUTIONS LLC
rr'�N 'L��A A ��
V -7 MN Y
; -SERIES
VAM L Lot 377A
CON/SPAN PAN O -Series 0530 30'-0" Span x 6'-5 3/8" Rise
PROJECT No.:
207951
SEC. No.:
DATE:
2/17/2016
DESIGNED:
DYOB
DRAWN:
DYOB
CHECKED:
DYOB
APPROVED:
DYOB
If discrepancies between the supplied information upon which the drawing is based and actual field conditions are
encountered as site work progresses, these discrepancies must be reported to Contech immediately for
re-evaluation of the design. Contech accepts no liability for designs based on missing, incomplete or inaccurate
information supplied by others.
www.ContechES.com
9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069
cONTECH
DYOB
DRAWING
1 Cell - 18' Long
Wilmington North Carolina
800-338-1122 513-645-7000 513-645-7993 FAX
SHEET NO.:
2 OF 5

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The design and information shown on this drawing is provided as a service to the project owner, engineer and
contractor by Contech Engineered Solutions LLC ("Contech"). Neither this drawing, nor any part thereof, may be
used, reproduced or modified in any manner without the prior written consent of Contech. Failure to comply is done
at the user's own risk and Contech expressly disclaims any liability or responsibility for such use.
�
OPRIONTECH"
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CON/SPAN PAN O -Series 0530 30'-0° Span x 6'-5 3/8" Rise
PROJECT No.:
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I SEC, No.:
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DESIGNED:
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If discrepancies between the supplied information upon which the drawing is based and actual field conditions are
encountered as site work progresses, these discrepancies must be reported to Contech immediately for
re-evaluation of the design. Contech accepts no liability for designs based on missing, incomplete or inaccurate
information supplied by others.
www.ContechES.com
9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069
CONTECH
DYOB
DRAWING
1 Cell - 18' Long
Wilmington North Carolina
800-338-1122 513-645-7000 513-645-7993 FAX
SHEET NO.:
3 OF 5

M
30'-0" SPAN
DOWNSTREAM END ELEVATION
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at the user's own risk and Contech expressly disclaims any liability or responsibility for such use.
ENGINEERED SOLUTIONS LLC
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DYOB
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If discrepancies between the supplied information upon which the drawing is based and actual field conditions are
www.ContechES.com
CONTECH
1 Cell - 18' Long
CHECKED
APPROVED
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encountered as site work progresses, these discrepancies must be reported to Contech immediately for
9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069
DYOB
re-evaluation of the design. Contech accepts no liability for designs based on missing, incomplete or inaccurate
800-338-1122 513-645-7000 513-645-7993 FAX
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Wilmington North Carolina
SHEET NO.:
information supplied by others.
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SAMPLE PARTIAL FOUNDATION PLAN
(NOT PROJECT SPECIFIC)
EXPRESS FOUNDATIONS
The design and information shown on this drawing is provided as a service to the project owner, engineer and
contractor by Contech Engineered Solutions LLC ("Contech"). Neither this drawing, nor any part thereof, may be
used, reproduced or modified in any manner without the prior written consent of Contech. Failure to comply is done
at the user's own risk and Contech expressly disclaims any liability or responsibility for such use.
ai�
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ENGINEERED SOLUTIONS LLC
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; -SERIES
VAML Lot 377A
CON/SPAN PAN O -Series 0530 30'-0" Span x 6'-5 3/8" Rise
PROJECT No.:
207951
SEa.No.:
DATE:
2/17/2016
DESIGNED:
DYOB
DRAWN:
DYOB
'CHECKED
APPROVED
DYOB
If discrepancies between the supplied information upon which the drawing is based and actual field conditions are
encountered as site work progresses, these discrepancies must be reported to Contech immediately for
re-evaluation of the design. Contech accepts no liability for designs based on missing, incomplete or inaccurate
information supplied by others.
www.ContechES.com
9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069
CONTECH
DYOB
DRAWING
1 Cell - 18' Long
Wilmington North Carolina
800-338-1122 513-645-7000 513-645-7993 FAX
SHEET NO.:
5 OF 5

The Village at Motts Landing 201 6 IF Modification 5uPPlemental information 5E -G1
Appendix F
Lower Cape Fear Mitigation Bank Reservation Letters
VI

The Village at Motts Landing 201 6 IF Modification 5uPPlemental information 5E -G1
Appendix G
NC DOT Culvert and Retaining Wall Correspondence and Guidance
LIM

The Village at Motts Landing
New Hanover County
2nd Submittal Review Comments
- Instead of SDMH #3, please use a curb inlet in the curbline.
- Using retaining walls to keep the pipes short should not be allowed. If/when we need to replace
the pipes, replacing the walls would be an unnecessary burden on Division of Highways funds.
See attachments.
- On the pond outlet structure chart, no elevation is given for each orifice.
When calculating the spread, the roadway cross slope should be 0.02 ft./ft. The typical section
on C8 shows V per foot of fall. Please revise.
When calculating the spread in the sags, the steepest longitudinal slope that should be used is
0.003 ft./ft. Please revise.
There are no boxes located in the sag stations calculated from the vertical curve information
provided on both Glen Ellen Rd. and Jacob Mott Dr. Boxes should be located in the exact sag
location on each side of the road.
The crossline pipe near 9+65 on Glen Ellen Road looks like it will be completely buried below the
natural ground. How will this pipe function using the elevations shown? Not acceptable as
currently designed.
- The cul-de-sac detail shows 22' from the back of curb to the back of curb, but the cul-de-sac
cross section shows 26' from back to back. Which is correct?
- On C11, the Invert Elevation A for 4 to 4A is incorrect in the table.
For the HGL calculations, the inlet water surface is shown below the actual bottom of the box.
This is not possible. The pond elevation is not the controlling elevation for every box.
- Grade direction arrows shown on the plan view do not match the profile at the beginning of
King David Court.
- According to the profile, the twin 48" pipes are not buried 20% below the stream elevation.
Pipes in the stream should also be analyzed as buried.

Culverts
A culvert is a conduit that conveys flow through the embankment. Culvert shapes may
include circular, rectangular, elliptical, pipe -arch, and arches. They range in size from
large multiple barrel culverts to single 18 pipes.
1. The minimum pipe size for cross pipe drainage is 18".
2. Culverts in a riverine environment must be designed for hydraulic conveyance
needs in accordance with Division of Highways criteria. Use of oversized
structures to circumvent environmental permit responsibility creates excessive
cost for Division of Highways in perpetual inspection/maintenance and fixture
replacement needs. Therefore, drainage structures that greatly exceed hydraulic
requirements for highway purposes will not be accepted for future maintenance
unless to refuse would create "considerable and real hardship" for the applicant.
Environmental permitting under a Nationwide Permit to avoid Individual Permit
does not constitute "considerable or real hardships." An example of a
"considerable and real hardship" would be the presence of "Threatened or
Endangered Species" as determined by USFW. Specific locations for use of
oversized structures should be coordinated with Division of Highways personnel
prior to design and construction of the subdivision.
3. Headwalls are generally used on the inlet end of culverts 36 -inch and larger.
Maximum height of headwalls shall be one foot above pipe structure. Neither
Mechanically Stabilized Earth (MSE) nor Modular Block walls are considered
appropriate for culvert headwall applications.
4. Allowable headwater elevation is established based on designers' evaluation of
natural flow depths, potential flooding of upstream structures and land use, as
well as proposed roadway elevations. Culverts should be analyzed for both inlet
control and outlet control conditions. Where inlet control governs conveyance,
headwater depth is also limited to the ratio of headwater depth divided by pipe
diameter (rise for arches) equal to 1.2 or 1.5 feet below the shoulder point (at the
sag in vertical alignment), whichever results in the lower headwater depth.
Where outlet control governs conveyance, the allowable Head (H) shote ul be
limited to 2 feet maximum and provide 1.5 feet freeboard below the shoulder
point.
5. The slope of a culvert should approximate that of the natural channel. The invert
elevation should be slightly below the natural bed ranging from 0.1 +/- feet for
small pipes to 1.0 +/- feet for large structures. The normal burial depth for pipes
less than or equal to 48" is 20% of the diameter. Pipes larger than 48" are buried
1.0 foot. Where fish passage is a primary consideration, the invert should be a
minimum of 1.0 feet below the natural bed. Baffles may be placed in the invert to
promote retention of bed material and formation of a low flow channel. If non -
erodible rock is found along the entire culvert length at a depth less than 5 feet, a
bottomless structure may be constructed on footings which can minimize
disturbance of the natural channel bed. NCDOT's Geotechnical Unit must review
subsurface investigation reports provided by applicant to confirm acceptable
foundation material prior to final selection of a "bottomless" culvert alternate.
19

6. Culverts must be long enough to accommodate the proposed typical roadway
section and a 2:1 fill slope, or flatter, from shoulder point to the crown of
structure or roof slab (not headwall).
7. Culverts must be designed to provide for minimum HL -93 live load.
8. Culverts shall be rated in accordance with the AASHTO Manual for Bridge
Evaluation and the current edition of the Structure Design Unit Design Manual.
All design load ratings and legal load ratings shall be greater than 1.0.
Roadway
1. In those cases, where no other feasible alternatives exist, the utilization of a dam
for a roadway may be considered.
2. Where it is determined that a dam will be utilized as a roadway, the following
criteria must be met:
a. When applicable, the dam must have certification from the N. C.
Department of Natural Resources and Community Development pursuant
to the "Dam Safety Law of 1967," (as amended by the General Assembly
of 1977).
b. All pertinent data regarding the design of the embankment as an
impoundment structure must be presented to the Division of Highways for
review.
C. The top cross section dimension must be the roadway width required
(from shoulder point to shoulder point) for the facility plus a minimum of
4 feet.
d. Guardrail will be provided on the impoundment side of the roadway and
installed in accordance with North Carolina Roadway Standard Drawings.
For safety the District Engineer may require guardrail on both sides of the
roadway.
e. Spillway will be designed to provide 2 feet of freeboard at the shoulder for
an estimated 50 -year design frequency outflow as a minimtun.
f. A means of draining the lake completely will be provided.
3. Design acceptance or approval by the Division of Highways is limited to the use
of the dam as a roadway and is in no way intended as approval of the
embankment as an impoundment structure.
4. Responsibility incurred by the Division of Highways when a section of roadway
crossing a dam is accepted as a part of the state maintenance system is limited to
maintenance of the roadway for highway purposes from shoulder point to
shoulder point only. Responsibility for the impoundment, any damage that may
result there from, and maintenance of the dam or appurtenances as may be
required to preserve its integrity as a water impoundment structure, shall remain
with the owner of the impoundment. Any such maintenance work will be subject
to the provisions of G.S. 136-93.
20

The Village at Motts Landing 201 6 IF Modification 5uPPlemental information 5E -G1
Appendix H
Molts Landing Permittee Responsible Mitigation Plan
►Wni

15outkern E_nvironmental Group, Inc.
5515 ,south College Road, juite E, • Wilmington, North Carolina 28412
910.+52-2711 • rax: 9 i 0.452.2899 • [e-mail]
www.se`i.us
The Village at Motts Landing
Mitigation Plan
Requested By:
AFTEW Properties, LLC
2020 South Churchill Drive
Wilmington, NC 28403
Prepared By:
Southern Environmental Group, Inc.
5315 South College Road, Suite E
Wilmington, NC 28412
910.452.2711
6 June 2016

The Village at Motts Landing Mitigation Plan SE -6i
Table of Contents
Section
Title
Page
1.
Introduction
3
2.
Wetland Impact Description
3
3.
Proposed Mitigation
3
A.
Permittee Responsible Mitigation
4
B.
LCFMB Wetland Restoration Credit
4
C.
LCFMB Warm Water Stream Restoration Credit
4
4.
Summary
5
Table of Appendix
Number Title Page
A Permittee Responsible Mitigation Plan and Profile Drawings i
2

The Village at Motts Landing Mitigation Plan 15r_6i
1. Introduction
AFTEW Properties, LLC (herein referred to as the "Applicant") has undertaken development activities within The
Village at Motts Landing Subdivision, which is located off Sanders and River Roads, in New Hanover County,
North Carolina. Previously issued permits, by the USACE and DWR, authorized the impact of 1.39 acres of Section
404 wetlands. Prior to the completion of the construction, the recession began and construction nearly halted. Since
that time, the Applicant has revised the site plan to meet the demands of the housing market (i.e. single family to
multi -family and back again). Based on this occurrence, a modification to the existing Individual Permit is
necessary.
The Applicant has retained Southern Environmental Group, Inc. to prepare a suitable mitigation plan to off -set all
unavoidable wetland impacts associated with the revised subdivision plan.
2. Wetland Impact Description
To facilitate the completion of the proposed subdivision, 0.80 acres of Section 404 wetlands, as well as 125 linear
feet of warm water stream will be impacted (see Appendix D for details of the impact areas). The areas, where
impacts are proposed, are classified as bottomland hardwood forest and pocosin wetlands.
3. Proposed Mitigation
The mitigation proposed below includes two mechanisms; permittee responsible restoration of riparian wetlands and
warm water stream and payment to the Lower Cape Fear Mitigation Bank (LCFMB).
A. Permittee Responsible Restoration
i. Construction Sequence
The first method of proposed mitigation includes the restoration of 0.04 acre of bottomland headwater
forest and 25 linear feet of warm water stream, which were filled prior to the Clean Water Act.
The first step, in restoring the wetland and stream, involves removing the existing soil road and culverts,
returning the area to its original grade and contour. If necessary, hydric soils from the areas where the new
road is to be constructed will be used to ensure good hydric material exist across the entire restoration area.
While the restoration work is taking place, the stream will be temporarily blocked upstream of the work, for
a period not to exceed eight hours. The short duration of blockage is not anticipated to cause flooding issues
up stream, as the feature exhibits good storage capacity in the flood plain.
The existing soil road will only be removed during a dry period and shall not be removed within 2 days of a
rain event that is anticipated to produce more than 1/z" of rain fall, within a 24 hour period. Stabilization of
the impact area will take place immediately after the fill has been removed. This will entail (1) lining the
stream banks and floodplain with coir matting, (2) seeding the area with a wetland seed mix and (3) planting
native wetland trees and herbaceous vegetation, such as those denoted in the table below:
Common Name
Scientific Name
Sweetbay magnolia*
Magnolia virginiana
Willow oak*
Quercus phellos
Winged elm*
Ulmus alata
Fedder bush
Lyonia lucida
Common ferns
A minimum of 360 trees per acre will be planted, with no one species accounting for more than 20 percent
of the total. Please refer to the attached zoom and profile drawing of the proposed wetland and stream
mitigation area.

The Village at Motts Landing Mitigation Plan jr_Gi
ii. Monitoring and Success Criteria
To ensure the successful restoration of this site, long term monitoring will be required. The key in attaining
the desired wetland restoration is to assure every measure will be taken to provide the conditions necessary
for wetland hydrology to develop in order to establish the desired vegetation. Vegetative counts will be
conducted for a five year period. Findings of the monitoring will be submitted to the USACE and DWR by
31 May of annually until the site has been deemed successful.
The success criteria of this mitigation site will be based on the 1987 Army Corps of Engineers Wetlands
Manual. The mitigation site will be deemed successful once it meets the three wetland parameters outlined
in the manual and as further described in this section. The site can be deemed successful by meeting the
success criteria for two (2) consecutive years.
a. Vegetation
Vegetative data will be gathered, which includes survival data of the planted specimens and the presence
of nuisance species. Species diversity and composition will be noted. For success criteria to be met, we
would expect a survival rate of 320 planted trees per acre after 2 years, and 260 trees per acre after 5
years. No one species should account for more than 20% of the composition. Any area that does not meet
these requirements will be spot -planted.
b. Hydrology
Hydrologic monitoring will not be conducted. It is anticipated, based on the location of the restoration
area, that hydrology will exist once the soil road is removed.
c. Soils
It is anticipated that hydric soils are present under the soil road. Therefore, once the road is removed, the
soils will be unveiled and will be able to support the growth of the planted hydrophytic vegetation, as well
as naturally occurring vegetation. In the event hydric soils are not present or not sufficient, hydric soils,
from the area where the proposed road is to be constructed, will be applied. Soil monitoring is not
proposed as part of this mitigation plan.
B. LCFMB Wetland Restoration Credit
The Applicant proposes to make payment to the LCFMB for 0.86 acre of riparian wetland restoration credit and
0.66 acre of non -riparian wetland restoration credit. The payment will be made prior to the new impacts,
proposed within the permit application, taking place.
C. LCFUMB Warm Water Stream Restoration Credit
The Applicant proposed to make payment to the LCFMB for 100 linear feet of warm water stream wetland
restoration credit. The payment will be made prior to the new impacts, proposed within the permit application,
taking place.
According to the current In -Lieu Fee Schedule, the Applicant will be paying $178,039.90, to offset the proposed
impacts. However, by the time the permit is issued, the fee schedule is anticipated to increase by at least 2% and no
more than 4%, which would increase the cost to $181,600.70 and $185,161.50 respectively. The table on this and
the following page reflects the anticipated cost of the proposed mitigation.
Type of
Impact AC/LF to be
LCFMB Credits
Fee Schedule
Anticipated Cost (1:1)
Anticipated Cost (2:1)
Impact
Mitigated
(l:1 & 2:1)
R
0.43
0.50/0.90
$71,201.00
$35,600.50
$64,080.90
NR
0.33
0.40/0.70
$51,370.00
$20,548.00
$35,959.00

The Village at Motts Landing Mitigation Plan 5E-Cii
Stream
100
100
$390.00
$39,000.00
$78,000.00
Total
$95,148.50
$178,039.90
4. Summary
In summary, the Applicant proposes to impact 0.47 acre of riparian wetland, 0.33 acre on non riparian wetland and
125 linear feet of warm water stream, in order to facilitate the construction of roads, infrastructure, dwellings and
driveway accesses within The Village at Motts Landing subdivision. The loss of function of the wetlands and
stream will be offset by performing permittee responsible mitigation, in the form of restoring 0.04 acre of riparian
wetland and 25 linear feet of warm water stream, as well as making payment to the LCFMB for 0.86 acre of
riparian wetland restoration credit, 0.66 acre of non -riparian wetland restoration credit and 100 linear feet of
stream restoration credit. It is the Applicant's and SEGi's opinion that the proposed mitigation is sufficient to offset
the temporal and spatial losses of function of the wetlands and stream resulting from the development.
5

The Village at Motts Landing Mitigation Plan JE-Gi
Appendix A
Permittee Responsible Restoration Plan and Profile Drawings

M07SVILLAGE D
BELIAMY PAWAY3
S�R 197 ' c4
MOTIS VILIAGE RD
LOCATION MAP NOT TO SCALE
a
NC GRID (NAD 83)
PROPOSED WETLAND IMPACTS
PREVIOUSLY AUTHORIZED
IMPACTS
WETLAND RESTORATION AREA
PDE = PROPOSED DRAINAGE EASEMENT
114 LF 48"RCP SID
REINFORCED CONCRETE STORM DRAIN PIPE
DETAIL AREA FROMSHEET3 OF3
WETLAND IMPACT MAP
SHEET 4 OF 4
FOR
AFTEW PROPERTIES LLC
THE VILLAGE AT MOTTS LANDING
FEDERAL POINT TOWNSHIP NEW HANOVER COUNTY
NORTH CAROLINA
SCALE : NONE DATE: MAY 17, 2016
IPORT QTY
LAND SURVEYING, PLLC
FIRM LICENSE No. P-1493
1144 SHIPYARD BLVD.
WILMINGTON, NC 28412
910-791-0080
PROJECT No. 16-0465
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Wetland Line
The Village at Motts Landing
Stream and Wetland Restoration Profile Drawing
Stream
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Wetland Line
I
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Proposed Grade Proposed Grade
2 — 48" RCP to be removed

The Village at Motts Landing 201 6 IF Modification 5uPPlemental information 5E -G1
Appendix I
Adjacent Property Owner Map
ix

Village at Motts Landing Adjacent Fro�ertU Owners MaP 5r -G"
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