20052220 Ver 3_401 Application_20140205

SEGO
Southern Environmental Group, Inc.
5315 South College Road, Suite E
Wilmington, North Carolina 28412
910.452.2711 (office) • 910.452.2899 (fax)
Transmittal Letter
Date: 22 January 2014
To: Ms. Jennifer Frye
Of: US Army Corps of Engineers Wilmington District Office
Attached you will find:*
❑ Proposal ❑ Sketch(es) ® Permit
❑ JD Package ❑ Report(s) ❑ Plans
o5- a-aa,fl v3
-
SEGi Project #: 04171.01
USACE A[D#: 2005-00817
DWR Project #: 052220 v2
t ` , T7 /
❑ Signed Wetland Map ❑ Photo(s)
❑ Information Request ❑ Other
Copies Dated Description
Tidewater on the Bay Pre - Construction Notification with Resolution of
3 hard / 1 CD 1 -21 -14 Enforcement Action and $240 Filing Fee
These are being delivered:
® For your Review /Comment
❑ Corrected and Returned
❑ Other:
*If noted items are NOT attached, please contact our office.
❑ For your Records ❑ Returned for Correction(s)
❑ For your Signature ❑ As Requested
By: ® Hand Delivery ❑ Fed -Ex ❑ U 1'S ❑ Regular Mail ❑ Other
Notes:
Laurie, please be aware that SEGi has provided 1 hard copy to Joannne� Steenhuis, at the WiRO.
2-V i j
eV �-G , �n AIL ry�y aD a i 1 he65L, lt+ me-
Signature and (Typed) Na e Wyid te D @ Date 4 F�B — ZD'
r�

joutkem Environmental Group, Inc.
5515 South College Road, juite E Wilmington, NC 28412
Phone: 910.452.271 I Fax: [phone] Email: [e-mail]
21 January 2014
Hand Delivery
Ms. Jennifer Frye
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28401
Ms. Joanne Steenhuis
NC Division of Water Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
o
ISM Project #: 04- 171.011
V3
Nf� - WATER (jU,q�jTY I
RE: Pre - Construction Notification for Nationwide Permit 29 and Resolution of Enforcement Action
Tidewater on the Bay, Onslow County
USACE Action ID # 200500817
DWQ Project # 052220 v2
Dear Ms. Frye and Ms. Steenhuis,
With this letter, Southern Environmental Group, Inc. (SEGO, on behalf of Focus Realty Services, Inc. (herein
referred to as the "Applicant "), is submitting the attached Pre- Construction Notification (PCN) and
accompanying documents, with hopes of securing US Army Corps of Engineers' (USACE) and Division of
Water Resources' (DWR, formerly DWQ) approvals to utilize the Nationwide Permit (NWP) 29 and
corresponding Water Quality General Certification (GC) 3402, which are necessary to facilitate the
completion of construction activities at Tidewater on the Bay subdivision, in Sneads Ferry, Onslow County,
North Carolina. In addition, this PCN is being submitted in order to resolve outstanding wetland violations.
Due to the length of time that has elapsed and the complexity of the project, it is important to provide some
background information, to help understand how we got to this point. In 2006, Colorado Coastal
Development (CCD) secured USACE and DWR verification to utilize NWP 39 and GC 3402, respectively.
These permits authorized the permanent fill of 0.429 acre of 404 jurisdictional wetlands. During
construction, it was determined that utilization of a bottomless culvert, at impact area A, was not possible. In
order to account for the impact associated with installing twin concrete culverts at this crossing, SEGi
submitted a request to modify the permits, to include 39 linear feet of warm water stream impact. In addition,
an overlooked driveway impact (Impact Area N) was included in the request.
While the DWR issued a modified GC 3402, the USACE did not, as open enforcement actions had not been
resolved. Those actions consisted of the discharge of sediment into wetlands; failure to properly record the
preservation mechanism; and make payment to the NCEEP, for 78 linear feet of warm water stream
restoration credit. In addition, the installation of the culvert, at impact area E, were suspected to be installed
improperly (i.e., not at the right elevations). While trying to resolve the USACE's violation action, the
property was foreclosed on and abandoned. Consequently, the outstanding violations were never resolved
and exist today.

As per our discussions, since the 2002 Nationwide Perrmts have expired, the impacts are no longer
considered as "authorized Therefore, to bring the site into compliance, the Applicant must secure USACE
and DWR verification to utilize NWP 29 and GC 3402, for the impacts that exist withm the development,
which includes providing compensatory mitigation, to offset the impacts In addition, wetland areas that
were temporarily impacted (0 67 acre), for the installation of sediment traps, must be restored back to their
original grade and contour A restoration plan has been included with this correspondence, as Attachment 2
The PCN contains 0 488 acres of wetland impact and 39 linear feet of warm water stream The Applicant is
proposing to make payment to the Bachelor's Delight Mitigation Bank for 10 acre of riparian wetland
restoration credit, mitigation to impact ratio of 2 05 1 Due to the fact that CCD already fulfilled payment to
the NCEEP for stream impact, mitigation for the impact is not being proposed The following table
represents previous and proposed impacts and mitigation
2006 Wetland Impacts
0 442 Acre
2006 Wetland Mitigation
—73 Acres On -Site Preservation
2006 Stream Impacts
0
2006 Stream Mitigation
None
Proposed Wetland Impacts
0 488 Acre
Proposed Wetland Mitigation
1 0 Acre of Riparian Wetland Restoration Credit (BDMB)
Proposed Stream Impacts
39 Linear Feet
Proposed Stream Mitigation*
78 Linear Feet of Warm Water Stream Restoration ( NCEEP)
*Indicates the mitigation has already been fulfilled
It is my hope that the information found within and attached to this correspondence is sufficient to resolve
the outstanding enforcement action and render the permit application complete However, if you feel you
need further information or have questions, please feel free to call me at 910 452 2711 As always, thank you
both, for your time and assistance with this project
Sincerely,
David A Syst r
SEGi President
Enclosures Attachment 1 — Pre - Construction Notification with Accompanying Appendices
Attachment 2 — Restoration Plan
Attachment 3 - $240 Filing Fee (DWR Raleigh Office Only)
Cc Ms Laurie Denison — DWR 401 Oversight Raleigh

04 -1 J 1 o 1 Tddcwatcr on the E)ay 5F-GI
Attachment 1
Tidewater on the Bay Pre - Construction Notification

o�o-Fywj'a r��FgoG
o19i�<
Office Use Only
Corps action ID no
DWQ project no
Form Version 1 4 January 2009
Pre - Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
la
Type(s) of approval sought from the Corps
® Section 404 Permit ❑ Section 10 Permit
1b Specify Nationwide Permit (NWP) number 29 or General Permit (GP) number
1c
Has the NWP or GP number been verified by the Corps?
®Yes []No
1 d
Type(s) of approval sought from the DWQ (check all that apply)
®401 Water Quality Certification — Regular ❑Non -404 Jurisdictional General Permit
❑401 Water Quality Certification — Express [—]Riparian Buffer Authorization
le
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification
❑Yes ®No
For the record only for Corps Permit
❑ Yes ® No
1f
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of
impacts? If so, attach the acceptance letter from mitigation bank or in -lieu fee
program
® Yes ❑No
1g
Is the project located in any of NC's twenty coastal counties If yes, answer 1h
below
®Yes []No
1h Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑Yes ®No
2.
Project Information
2a
Name of project
Tidewater on the Bay (Formerly Alligator Bay)
2b
County
Onslow (67)
2c
Nearest municipality/ town
Sneads Ferry (see Appendix A)
2d
Subdivision name
Tidewater on the Bay
2e
NCDOT only, T I P or state project no
Not applicable
3
Owner Information
3a
Name(s) on Recorded Deed
Mortgage Fund 08 Liquidating Trust (See Appendix B)
3b
Deed Book and Page No
3c
Responsible Party (for LLC if applicable)
c/o Ms Susan Lueker, Liquidating Trustee
3d
Street address
100 Pine Street
3e
City, state, zip
San Francisco, CA 94111
3f
Telephone no
3g
Fax no
3h
Email address

4
Applicant Information (if different from owner)
4a
Applicant s
[]Agent ®Other, specify Purchasing Entity
4b
Name
Mr Cristian Streeter
4c
Business name (if applicable)
Focus Realty Services, Inc
4d
Street address
3675 Mt Diablo Blvd, Suite 350
4e
City, state, zip
Lafayette, Ca 94549 -6800
4f
Telephone no
925 283 8470
4g
Fax no
925 283 9671
4h
Email address
3
5
Agent/Consultant Information (if applicable)
5a
Name
David Syster (see Appendix C)
5b
Business name (if applicable)
Southern Environmental Group, Inc (SEGI)
5c
Street address
5315 South College Road, Suite E
5d
City, state, zip
Wilmington, NC 28412
5e
Telephone no
910 452 271 1
5f
Fax no
910 452 2899
5g
Email address
David syster@segi us
B.
Project Information and Prior Project History
1.
Property Identification
la
Property identification no (tax PIN or parcel ID)
RID #014234
1 b
Site coordinates (in decimal degrees)
34 5294 0N 77 4032 °W
1c
Property size
16,578,936 Square Feet (380 6 acres)
2.
Surface Waters
2a
Name of nearest body of water to proposed project
Alligator Bay, Fullards Creek
2b
Water Quality Classification of nearest receiving water
SA, ORW
2c
River basin
White Oak 03030001
3
Project Description
3a Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application
Various degrees of development exist within the site (see Appendix D) Wetland impacts, previously permitted, have been
completed, although further impacts are necessary The surrounding land use is primarily residential with limited agriculture and
forestry
3b
List the total estimated acreage of all existing wetlands on the property 105 Acres
3c
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 1500 Linear Feet
3d Explain the purpose of the proposed project The purpose of this project is to construct a residential development, with
associated roads and infrastructure

3e Describe the overall project in detail, including the type of equipment to be used
The Applicant intends to finish development activities associated with the residential subdivision This includes completing roads
and sewer treatment, as well as regarding associated with stonnwater swales, finalizing common areas, natural features and active
recreational areas for the residents (see Appendix E) Equipment will be utilized for development such as excavators, bull dozers,
dump trucks etc
4. Jurisdictional Determinations
4a Have jurisdictional wetland or stream
®Yes ❑No ❑Unknown
determinations by the Corps or State been
requested or obtained for this property / project
(including all prior phases) in the past?
Comments Mr David Bailey, ACOE
4b If the Corps made the jurisdictional determination,
❑Preliminary ®Final (see Appendix G)
what type of determination was made?
4c If yes, who delineated the jurisdictional areas?
Agency /Consultant Company
Name (if known) Mr David M Scibetta
Southern Environmental Group, Inc (SEGi)
4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
This determination is based on a site visit by David E Bailey, of the U S Army Corps of Engineers, on 9/26/13
5 Project History
5a Have permits or certifications been requested or
®Yes ❑No ❑Unknown
obtained for this project (including all prior phases)
in the past?
5b If yes, explain in detail according to "help file" instructions (see Appendix H for copies of the USACE and DWR letters and
pernnts)
A Notice of Noncompliance was issued 01 /03/2007
Notice of Continued Noncompliance issued 12/07/2007 and 08/27/2008
Jurisdictional Determination USACE Action ID # 200500817
Water Quality GC 3402 under Permmt # 052220
CAMA Major Permit (Not required — verified by Jon W Giles)
USACE NWP 39 (0 429 acres) Approved by Mr Brad Shaver 02/27/2006
Water Quality GC 3402 Modification under Permit #052220 v2
6 Future Project Plans
6a Is this a phased project?
❑Yes ®No
615 If yes, explain

C Proposed Impacts Inventory
1 Impacts Summary
la Which sections were completed below for your project (check all that apply)
®Wetlands ®Streams — tributaries [-]Buffers ❑Open Waters ❑Pond Construction
2 Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted
2a
Welland impact
number Permanent
(P) or Temporary (T)
2b
Type of impact
2c
Type of wetland
2d
Forested
2e
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f Area
of
impact
(acres)
*A(P)
Fill
Forested Wet
Yes
404
0 026
B(P)
Fill
Wet Flat
Yes
404
0 151
C(P)
Fill
Wet Flat
Yes
404
0 025
D(P)
Fill
Wet Flat
Yes
404
0 015
E(P)
Fill
Wet Flat
Yes
404
0 064
F(P)
Fill
Forested Wet
Yes
404
0 031
G(P)
Fill
Forested Wet
Yes
404
0 027
H(P)
Fill
Forested Wet
Yes
404
0 056
I(P)
Fill
Forested Wet
Yes
404
0 010
J(P)
Fill
Wet Flat
Yes
404
0 006
K(P)
Fill
Wet Flat
Yes
404
0 001
L(P)
Fill
Wet Flat
Yes
404
0 003
*M(P)
Fill
Scrub -shrub
Yes
404
0 027
* *N(P)
Fill
Savannah
Yes
404
0 046
2g Total Permanent Wetland Impacts
0 488
2h Comments Please see Wetland Impact Map for details (Appendix E)
(Note, * indicates an increase in acreage, while ** indicates the impact has been added since the issuance of the original permit)
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted
3a
Stream impact
number
Permanent (P) or
Temporary (T)
3b
Type of impact
3c
Stream name
3d
Perennial (PER) or
intermittent (INT)?
3e
Type of
jurisdiction
3f
Average
stream
width
(feet)
3g
Impact
length
(linear
feet)
1(P)
Culvert
UT
PER
404
2
39'
3h Total stream and tributary impacts
39'
31 Comments Please see Wetland Impact Map (Appendix G)

4 Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the
U S then individually list all open water impacts below
4a
Open water impact
number Permanent (P) or
Temporary (T)
4b
Name of water body
(if applicable)
4c
Type of impact
4d
Water body type
4e
Area of impact (acres)
4f Total open water impacts
NA
4g Comments
5 Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below
5a
Pond ID number
5b
Proposed use or
purpose of pond
5c
Wetland Impacts (acres)
5d
Stream Impacts (feet)
5e
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
5f Total
NA
5g Comments
5h Is a dam high hazard permit required?
QYes ®No If yes, permit ID No
51 Expected pond surface area (acres)
5j Size of pond watershed (acres)
5k Method of construction
6 Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below If yes, then individually list all buffer impacts below
If any impacts require mitigation, then you MUST fill out Section D of this form
6a Project is in which protected basin?
Neuse Tar - Pamlico Catawba Randleman Other
6b
Buffer Impact number —
Permanent (P) or
Temporary (T)
6c
Reason for impact
6d
Stream name
6e
Buffer Mitigation
required?
6f
Zone 1 impact
(square feet)
6g
Zone 2 impact
(square feet)
6h Total Buffer Impacts
NA
61 Comments
D. Impact Justification and Mitigation
1. Avoidance and Minimization
la Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
Wetland impacts were avoided to the greatest extent possible during the planning process Wetland fill is only proposed for
portions of roadways where no route through upland is possible In addition, roadways were built not to exceed the minunum DOT
standard width The proposed locations of structures have been designed to mu inuze impacts to .jurisdictional wetlands while
meeting the requirements of local setbacks and DOT standards

2b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
Sediment and erosion control and stonmwater measures will be in place, prior to land disturbing activities This will ensure that the
adjacent unnamed tributary will be protected from sediment and pollutant filled stormwater runoff from the site and off the
adjacent highway
2 Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State
The Applicant is proposing to offset the unavoidable, pennanent impact of 0 488 acre of wetlands, by making payment to the
Bachelors Delight Mitigation Bank, at a mitigation to impact ratio of 2 05 1, or 1 acre of riparian wetland credit The stream
impact was mitigated for previously, with payment to the NCEEP Theiefore, mitigation is not being proposed for this impact
2a Does the project require Compensatory Mitigation for
impacts to Waters of the U S or Waters of the State?
®Yes ❑No
2b if yes, mitigation is required by (check all that apply)
❑DWQ ®Corps
2c If yes, which mitigation option will be used for this
project?
®Mitigation bank
[]Payment to in -lieu fee program
❑Permittee Responsible Mitigation
3 Complete if Using a Mitigation Bank
3a Name of Mitigation Bank Bachelors Delight Wetland Mitigation Bank (see Appendix F)
3b Credits Purchased (attach receipt and letter)
Type Riparian
Quantity 10 Acre
3c Comments
4. Complete if Making a Payment to In -lieu Fee Program
4a Approval letter from in -lieu fee program is attached
NA
4b Stream mitigation requested
4c If using stream mitigation, stream temperature
4d Buffer mitigation requested (DWQ only)
4e Riparian wetland mitigation requested
4f Non - riparian wetland mitigation requested
4g Coastal (tidal) wetland mitigation requested
4h Comments
5 Complete if Using a Permittee Responsible Mitigation Plan
5a If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan
6 Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑Yes []No
6b If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the
amount of mitigation required

6c
6d
6e
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1 5
6f Total buffer mitigation
NA
6g
If buffer mitigation is required, discuss what type of mitigation is proposed (e g , payment
to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund)
NA
6h Comments
E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a
Does the project include or is it adjacent to protected riparian buffers identified
❑Yes ®No
within one of the NC Riparian Buffer Protection Rules?
1 b
If yes, then is a diffuse flow plan included? If no, explain why
❑Yes ®No
2
Stormwater Management Plan
2a
What is the overall percent of impervious area of this project?
15%
2b
Does the project require a Stormwater Management Plan?
®Yes ❑No
2c
If this project DOES NOT require a Stormwater Management Plan, explain why
2d
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan
The site has been issued a low density stonnwater management system, which consists of grassed swales that will convey treated
runoff from unpervious areas into waters of the US
2e
Who will be responsible for the review of the Stormwater Management Plan?
DENR
3.
Certified Local Government Stormwater Review
3a
In which local government's jurisdiction is this project?
NA
❑Phase II
❑ NSW USMP
3b
Which of the following locally - implemented stormwater management programs
❑Water Supply Watershed
apply (check all that apply)
❑Other
3c
Has the approved Stormwater Management Plan with proof of approval been
❑Yes ❑No
attached?
4. DLR Stormwater Program Review
®Coastal counties
❑HQW
4a
Which of the following state - implemented stormwater management programs apply
❑ORW
(check all that apply)
❑Session Law 2006 -246
❑Other
4b
Has the approved Stormwater Management Plan with proof of approval been
❑Yes ®No
attached? This project received DWQ stormwater approval under permit
#SW8051146

5 DWQ 401 Unit Stormwater Review
5a Does the Stormwater Management Plan meet the appropriate requirements?
®Yes ❑No
5b Have all of the 401 Unit submittal requirements been met?
®Yes ❑No
F. Supplementary Information
1 Environmental Documentation (DWQ Requirement)
1 a Does the project involve an expenditure of public (federal/state /local) funds or the
❑Yes []No
use of public (federal /state) land?
1b If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑Yes ❑No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter) Comments
❑Yes [-]No
2 Violations (DWQ Requirement)
2a Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated
Wetland Rules (15A NCAC 2H 1300), DWQ Surface Water or Wetland Standards,
[]Yes ❑No
or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b Is this an after - the -fact permit application?
❑Yes ®No
2c If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s)
I he project is currently under a Notice of Continued Non - Compliance from the ACOL fhe
purpose of this PCN is to bring the
project back into compliance
3 Cumulative Impacts (DWQ Requirement)
3a Will this project (based on past and reasonably anticipated future impacts) result in
❑Yes ®No
additional development, which could impact nearby downstream water quality?
3b If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered "no," provide a short narrative description
NA
4. Sewage Disposal (DWQ Requirement)
4a Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from the
proposed project, or available capacity of the subject facility
Sewage will be pumped oil -site to a third party wastewater treatment facility
5 Endangered Species and Designated Critical Habitat (Corps Requirement)
5a Will this project occur in or near an area with federally protected species or habitat?
❑Yes ®No
5b Have you checked with the USFWS concerning Endangered Species Act impacts?
[-]Yes ®No
5c If yes, indicate the USFWS Field Office you have contacted
The site was evaluated for the occurrence of protected or endangered species and their habitat with the previous PCN, at which
time none were discovered To date, the site has been cleared and roads and infrastructure
have been installed It is not
anticipated any protected or endangered species and/or their habitat will be affected by this development

5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
See response to 5c
6 Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitat?
[-]Yes []No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The remaining work will not take place in an area designated to be essential fish habitat
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a Will this project occur in or near an area that the state, federal or tribal governments
have designated as having historic or cultural preservation status (e g , National
❑Yes ®No
Historic Trust designation or properties significant in North Carolina history and
archaeology)?
7b What data sources did you use to determine whether your site would impact historic or archeological resources?
This was verified with the previously submitted permit application
8 Flood Zone Designation (Corps Requirement)
8a Will this project occur in a FEMA - designated 100- yearfloodplain?
❑Yes ®No
8b If yes, explain how project meets FEMA requirements
NA
8c What source(s) did you use to make the floodplain determination?
FEMA mapping
David A Syster
21 January 2014
Applicant/Agent's Printed Name
Applicant/Agent's Cginature
Date
(Agent's signature is valid only if an authorization letter
from the applicant is provided )

04 -1 J 1 o 1 Tidewater on the gay PCN Appendices
Appendix A
Tidewater on the Bay Vicinity Maps
5F-(Si

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S.,
Opt A, Y
C-
is
S—d.
Frry
rS
HWh
T�m
R—h
Tidewater on the Bay Vicinity Maps
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tf yy
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04 -1 J 1 o 1 Tidewater on the gay PCN Appendices
Appendix B
Onslow County Tax Information
SE-Gi

8/14/13
Onslow County Property Records Site
I CONTACTUS I HELP
Onslow County Website I Register of Deeds I GIS /Property Mappings
Legal
Legal Description SR 1553
Township 114 - STUMP SOUND
City Code 00 - UNINCORPORATED ONSLOW
Jurisdiction 1400 - STUMP SOUND UNINCORPORATED
Plat Book - Page /Subd # 42 -075
Owner Details
Owner 1
MORTGAGE FUND 08 LIQUIDATING TRUST
Home Search Property Records
C/O SUSAN L UECKER LIQUIDATING TRUSTEE
Customer ID
Owner Address Parcel ID Advanced
► Profile
Parcel ID: 014234
Map # 773 -106 Tax Year 2013
Sales
Luc. Waterfront
Class: Commercial NBHD. Beach Bridge to
Mailing Address
River /Creek
West side
Residential
( MORTGAGE FUND 08 LIQUIDATING
TRUST 248 CHADWICK ACRES RD
Conrnercial
Parcel
Line # Dept
j OBY
Parcel
014234
2 CONV
Tax Year
2013
Pei-nuts
Property Addess
248 CHADWICK ACRES RD
Land
Unit Desc
Unit #
I Sketch
NBHD
3080 - Beach Bridge to West side
Full Legal
I Class
Commercial
Land Use Code
06 - Waterfront River /Creek
I Agricultural
Living Units
Photos
Mapping Acres
291 89
CAMA Acres
291 89
jValues
Location
Onslow County GIS
Fronting
Zoning
R- 20 -R -20
Map #
773 -106
PIN Number
428801277154
Total Cards
1
Record Type
R
Legal
Legal Description SR 1553
Township 114 - STUMP SOUND
City Code 00 - UNINCORPORATED ONSLOW
Jurisdiction 1400 - STUMP SOUND UNINCORPORATED
Plat Book - Page /Subd # 42 -075
Owner Details
Owner 1
MORTGAGE FUND 08 LIQUIDATING TRUST
Owner 2
C/O SUSAN L UECKER LIQUIDATING TRUSTEE
Customer ID
408283000
Address
100 PINE ST
SAN FRANCISCO, CA
94111
Mailing Address
% Ownership
100
Nature of Ownership
-
Public Comments
Line # Dept
Comment
1 CONV
SEWER PLANT
2 CONV
RVDT PCTC /NEW PIC
CURRENT RECORD
1 of 1
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04 -171 o 1 Tidewater on the F)ag PCN Appendices
5E-G
Appendix C
Agent Authorization
ffn

S L. EC E ,
Liquidating Trustee
September 6. 2013
Ms Jennifer Frye
U S Army Corps of Engineers
CASE Mortgage Fund '08 Liquidating Trust
Dear Ms. Frye
100 Pine Street Suite 475
San Francisco, CA 94111
Telephone [phone]
Facsimile 415 362 7704
www ueckerassoc com
As a follow up to my letter of August 27, 2013, as the Liquidating Trustee for the
Mortgage Fund '08 Liquidating Trust (Owner of Alligator Bay property), I have
authorized Focus Realty Services, Inc to assist and direct the consultants and work
directly with USACE to conduct the work required on the Alligator Bay property in
Onslow County, North Carolina to re- authorize the 404 Jurisdictional wetlands map, 404
permit and NCDENR/DWQ 401 certification
More specifically, the surveyor, Geo Innovation, PC and the wetland consultant,
Southern Environmental Group are authorized to act on behalf of the Owner to address
matters concerning the USACE 404 Jurisdictional wetlands map, 404 permit and
NCDENR/DWQ 401 certification
Should you have any questions, please contact me directly.
Very truly you
S an,L Uecker
L�q dating Trustee
SLU:ap

04 -1 J 1 o 1 Tidewater on tic gay PCN Appendices
5F.Gi
Appendix D
Current Aerial Photo
IV

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04 -171 o I Tidewater on the gay PCN Appendices
Appendix E
Wetland Impact Map and Detail Sheets
5F.Gi
This information reflects the modification request submitted January 12, 2007 and Division of
Water Quality 401 Certification issued April 24, 2007.

LOCATION MAP
� I
I► '� ' ., �, ., ,i iii - -� — �J ` —
Y*�>�=��::J�
Lw
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SITE
DESIGN, PC
`\ oASrmaAs
UW FLVIM
\ onlEAlm immeanu
PQ Bra ON
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WAN & Now
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Q 77J -1W3 \ 1 �__ � Il ®i • ♦r'r• /'` � 1 / +i• 1 •••' , ; \
&PAGE 1891ADT�� ,��I�j� �_�� •• � \� \ ®, ♦• •:ti •: • '. I ,. •.� L' `\ \\ \ \�
am
\ \
QfID PAGE 1821900 r+ . ✓ ` ' . ' 1 ( \\ \ \ l�mloa r� ur
L IOTA! iRACT ACAFM - ZS.7Y ACM
S ffe BAD TAIRE
N0a
2 TOTAL OFEF1 SPACE AM SE MR ACES
PASSIIE OFE7► 1x483 AM
L 17J AM MOM MR O Wff 9M
L AOJYt11T
OFE11 SPACE 244 ACIiESS
AAFA . I.X Z
FROP W BOUiMM AAD IEAM
16X81091 LE7W FROM =0 COUFIY AS
2
1 IOTAL ff LOiS Tl)
MIX
d FaMW OF iM SIZE ARE LOMM ■88Y
ANiAS DES IAif) AS ROOD AGES AE AAD IE
4 OF R- a81E 14198
8 M 1/EAIi FEET OF RD4DS � 14893
8 1/L LOT Ste' SF
BE SIE 6 AOCAiM ON I E ONS W ORW
OBTAi 140091151APAAIDF RAZE YWApp�� PA
YAX LOT S� 27.8N v
i278 AID 4188 R SIM 8E 110) QAiX
AWWAX LOT SAS x4393 F
VKN 0101 BE AN; RM M DATA ON NN
MIM nE NO ARE AE WIN FIEINId6 a
7. ou S1S m L llm NDLSiE mm?
8 FT AAD D FT FVR BE 180 iEAR NX 6 A
REDUCER s DATE VALVE
MCA2q�j NiOI IN�iER AEYQIpYS AS
/
1011 APF1KNOl 8E OCEAN 1ROY RE SITE ALL
8 PRL1p05ED LAD L' SLAKE FAIN NOY1S
DATA 6 X4101988 BMW A47E M 24 2018
A F D R 713 -i08
1 APO M DRIFT FROFEW 6 LWAIM N RM)
iD RAT AAD PAGE 42-813
2CNE M ACCORD iO RARE =RANCE RAZE YAP
It zam R-m
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1 1 0 rEI! IQM 6ECN_ 1 k RETIE L
740
8 WIF L E TAM INN NWR ORN AMPS
11 10TA1 EnAr�s LN -S1AE AG
8 � 000 AND UNNI 1ED BY AXWE
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CCIFANY
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+' CONTOUR LINE k ELEVATION
WATER MAN
DRAINAGE RAW
I
NTH VALES
I
FIRE HYDRANT
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—«.
1
I
REDUCER s DATE VALVE
/
SANITARY SEWER
L L
I
MANHOLE ! MAN
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I
/
1
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I
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IE00►! 7219' `` / \ o�Et�EN A�w s PAGE 487 m
BEID AYPAID -M-M — \ lAAD RA oAfE s`e-oe
ZCNIA LAND USE �WIGINT— \ ' "� M Nom A e W2P°
\ \• 1 _ Dm4NV Br „Q
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200 100 0 200 M0 �D
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DRAINAGE RAW
NTH VALES
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SANITARY SEWER
L L
MANHOLE ! MAN
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�y�
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°'°"dl
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IYPACTFD AREAS
\
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IE00►! 7219' `` / \ o�Et�EN A�w s PAGE 487 m
BEID AYPAID -M-M — \ lAAD RA oAfE s`e-oe
ZCNIA LAND USE �WIGINT— \ ' "� M Nom A e W2P°
\ \• 1 _ Dm4NV Br „Q
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200 100 0 200 M0 �D
3d' IL N fE2'I' 1•� 109•

,H�Atnttpt
A CAN,
'I l
s
r
BEAL =
a25M
ig LF sIREAw GiPACT�
Z%y3 /07 '�Rpg� ACS �' MEW CA,
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r- -1 m
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ma
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0
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A(AM
OUTER WAIL lE
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r
.,. �ilfldl mum
Basnwm
or
PROP GRADE
o a of
tE pu = 40
201 BUINAL 4 4
�0 2 �ai eUeiAL�
-40 -20 0 20 40
CROSS — SECTION (STA: 12 +25.00)
YfTtACAL = i = 4
NOIiIZONTAL SCALE = I'=
40'
47.23 Spy_
TA
r
.,. �ilfldl mum
Basnwm
or
PROP GRADE
o a of
tE pu = 40
201 BUINAL 4 4
�0 2 �ai eUeiAL�
-40 -20 0 20 40
CROSS — SECTION (STA: 12 +25.00)
YfTtACAL = i = 4
NOIiIZONTAL SCALE = I'=
40'

i
i
M
m
Jill
�I.
A
40 20 0 40 SO 120
V6N CA,90�;'y.
SCALE IN FEET 1 "= 40'
SEAL
U 23
2+35.66 n �
VAR KIDIN , `�� vE '� �r •
c IMPACT AREA .c e.Gl ��•
2' 5F9 5
8' ABC S
PIPE DA )V
12'
-40 -20 0 20 40
DUSDNG GRADE

m
A
C)(:)�
/IMPACT AREA
1,366.9 SO FT 9
r
1
0
z�
/ W
40 20 0 40 80 120
SCALE IN FEET 1 "= 40'
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A - A
VAR. WDTH
IMPACT AREA
It
1
i
Ali
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t SEAL PIPE DAYUGHT ; i PIPE DAriJGHT
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N
m
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SCALE IN FEET 1 "= 40'
42 +35.91
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N
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36'
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J
l

m
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m
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IMPACT AREA I
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40 20 0 40 80 120
SCALE IN FEET 1 "= 40'
9 +50
VARY. WDIHH
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2' SF9.5 A
8' ABC STC
3.1 9DE SLOPES
-40 -20 0 20 40
*,,Ililllllt /lt/�t
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4
SEAL =
025483
EXISTING FADE
)ES
J
r

IN
x
SCALE 20 0 40 80 12
4I
► ►N►UU0*011 "�
<2-
10
Iq
SEAL
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G
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3 I SIDE SLOPE
o�
o�
w�
h 1
6 +10.00
50 FT WDE
IMPACT AREA
—40 —20 0 20 40
EXISIING GRADE
PES
Eon

A
2' SF9.5 A
8' ABC STL
4.1 SIDE SLOPE:
Va( W
i IMPACT AREA L
114 71 SF
IMPACT X4A4 7
40 20 0 40 80 120
SCALE IN FEET 1 "= 40'
11+05.00 10+45.00
IMP TWDYN VAR
IMPACT MAREA �I [_
IL FL
—40 —20 0 20 40
2' SF9.5 A
GRADE
8' ABC ST01
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OPES
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auiw er ,a
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1.189
(29i)
o
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CIO
o
W
Q y
3 Z
� d
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40 20 0 40 80 120
SCALE IN FEET. 1"= 40'
1*
A 54 FT A
WACT AREA
15- a v RCP
2U BIND
-40 -20 0 20 40
ficp
ND
61"

15' a V RCP
20Z BLM
A
AFACT AREA N
1,985 So FT
�n J
N
d
� fv�
40 20 0 40 80 120
SCALE IN FEET 1 40'
s'
A 83 FT A
AFACT AREA
-40 -20 0 20 40
/ Rip

04 -171 o l Tidewater on the gay PCN Appendices
5F.Gi
Appendix F
Bachelor's Delight Mitigation Bank Reservation Letter
VI

BACHELORS DELIGHT MITIGATION BANK
CREDIT RESERVATION LETTER
January 16, 2014
TO: David Syster FROM: Bachelors Delight Mitigation Bank
Southern Environmental Group, Inc. c/o Land Management Group, Inc.
5315 South College Road Suite E 3805 Wrightsville Avenue, Suite 15
Wilmington, North Carolina 28412 Wilmington, NC 28403
Project: Tidewater on the Bay — Sneads Ferry, NC (USACE Action Id. SAW 200500817)
Dear David.
Pursuant to your recent credit request, Bachelors Delight Mitigation Bank (BDMB) is providing confirmation
of acceptance to supply riparian wetland compensatory mitigation credits for impacts associated with the
Tidewater on the Bay project in the White Oak River Basin This acceptance is conditional upon receipt of
payment as outlined below Please refer to the table below depicting the type and quantity of credits
requested and reserved for your project
Mitigation Type —T
- Credits Requested !
A Credits Reserved
(Stream
I 0
� 0
- -i
Non- Riparian Wetland
o
0
Riparian Wetland
10
– -
10
Note that the BDMB provides wetland credits in 01 -acre increments. Based upon receipt of your email and
completed credit request form transmitted on January 15, 2014, BDMB has reserved 10 riparian wetland
credits These credits are reserved until April 16, 2014 (90 days from the date of this letter) Please contact
us should you require additional time for the credit reservation beyond this date
Upon request for receipt of credit transfer, BDMB will issue an invoice in the amount of $68,502. Upon
receipt of payment, BDMB will provide an executed Transfer of Credit Certificate. Note that all payments
must be made with certified funds It is the applicant's responsibility to ensure that the credit types and
amounts requested are consistent with the compensatory mitigation requirements of the permit(s) issued
BDMB and /or its agents are not responsible for determining the applicant's mitigation requirements If you
have any questions or need additional information, please contact me by phone at (910) 452 -0001 or by
email at cpreziosi @lmgroup net
Sincerely,
Bachelors Qelight Mitigation Bank
Y
(,Wl/ 'b 5,1
Christian Preziosi
Agent for Bachelors Delight Mitigation Bank

0+-171 o I Tidewater on the gay PCN Appendices
5E-Gi
Appendix G
2013 USACE Jurisdictional Determination
vu

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as
6740 Netherlands Drlve 5utte A
Wdmmgton North Carolina 28405
www j —F! wm
C9 11199 0099 Valce
CONSULTING SURVEYORS u �/ 910799 3327 Faz
NCBELS Firm Number C -2881
BY
a tlanq PC
CONSULTING SURVEYORS
404 WETLANDS MAP
ALLIGATOR BAY PROJECT
CHADWICK ACRES ROAD
SNEADS FERRY, NC
00000000
ppp0000
Op�O�
w pOp
Op
CLIENT DATE DRAWN
09 30 13 DF SHEET NO
FOCUS REALTY SCALE CHECKED 1
LAFAYETTE CA 1" =100' DDE
PROJECT NO OF 36
13130
s

6740 Netherlands Drive 5uite A
Wilmington, North Carolina 28405
,vww gisspc cam
�S.LLVlLILl111/L ®Vf6�(F.11 ®� �� 9 1 0 799 0099 Voice
9 910 799 3327 Fax
CONSULTING SURVEYORS NCBEL5 Firm Number C -2881
404 WETLANDS MAP
ALLIGATOR BAY PROJECT
CHADWICK ACRES ROAD
SNEADS FERRY, NC
CLIENT
DATE
DRAWN
AREA TABLE
09 /30/13
DF
SHEET NO
WETLANDS LAJ = 21 AC N
SCALE
CHECKED
WETLANDS © = 266 AC.
LAFAYETTE CA
1" =100'
WETLANDS © = 0.5 AC.
N WETLANDS Fal = 4.6 AC. 5�" °IFS
36
�
c'y-fo WETLANDS ED = 0.4 AC.
13130
OF
A c�gC'P WETLANDS © = 3.4 AC. SITE
FS WETLANDS © = 0.3 AC.
Iz- RO'90
82 _
WETLANDS HH = 0.2 AC.
B NO HAWKSBILL WETLANDS ❑I = 11 1 AC.
WETLAND
DETERMINATION WETLANDS OJ = 20.0 AC.
© WETLANDS F= 8.9 AC VICINITY MAP
B3
TOTAL AREA (NOT TO SCALE)
OF WETLANDS 76.1 AC. Wetlands Delineation Certification
` TOTALS AREA The areas deemed as wetlands \uplands hereon were delineated
q per+ A
OF UPLANDS = .1 AC. and defined by Southern Environmental Group, Inc
146
D (AREA OF CHANGE
NOT INCLUDED)
AREAOF NO Surveyor Certifications Certificate of Accuracy and Maooina
G WETLAND I, Dean D Exline, certify that this plat was drawn under my
❑
4 M f�
DETERMINATION 1 7.5 prt,r. supervision from on actual survey made under my supervision (plat
0 RM A N A
map recorded In Map Book 42, page 75, etc), that the
TOTAL AREA boundaries not surveyed are drawn as dashed and clearly Indicated
as drawn from Information found in Map Book 42, page 75, that
q
OF CHANGE = 1.6 AC. the ratio of precision as calculated is 1 16,500, that this plat
(ADDITIONAL UPLANDS was prepared in accordance with G S 47 -30 as amended
Witness my original signature, license number and seal this 27th
AREA)
day of June AD 2005
TOTAL AREA
383.7
N OF PROPERTY m AC. Dean D Exline, PLS License No L -4375
0
LEGEND
�o IRF = IRON ROD FOUND Additional Certification
tis
I, Dean 0 Exline, certify that the survey is of an
IPF = IRON PIPE FOUND existing building or other structure, or natural
NO WETLAND DETERMINATION CMF = CONIC MONUMENT FOUND feature, such as a watercourse or wetlands
= WETLANDS AREA Dean D Exline, PLS License No L -4375
Certificate for the US Corps of nglneers
,..... AREA OF CHANGE This certifies that this copy of this plat accurately depicts
...,.
(UPLANDS AREA) the boundary of the jurisdiction of Section 404 of the
Clean Water Act pursuant to the 1987 manual as
determined by the undersigned on this date Unless there
A L L I G A T O R B A Y — SHEET INDEX is a change in the law or our published regulations, this
determination of section 404 jurisdiction may be relied
SHEET 1..... COVER SHEET upon for a period of five years from this date
`— SHEET 2 .. OVERALL MAP, NOTES, LEGENDS
OVERALL MAP AND AREA TABLE Signature of U S Army Corps of Engineers Official —
(NOT TO SCALE) SHEETS 3 -32 EXISTING CONDITIONS
SHEETS 33 -36.. WETLANDS LINE TABLE Date of Signature
6740 Netherlands Drive 5uite A
Wilmington, North Carolina 28405
,vww gisspc cam
�S.LLVlLILl111/L ®Vf6�(F.11 ®� �� 9 1 0 799 0099 Voice
9 910 799 3327 Fax
CONSULTING SURVEYORS NCBEL5 Firm Number C -2881
404 WETLANDS MAP
ALLIGATOR BAY PROJECT
CHADWICK ACRES ROAD
SNEADS FERRY, NC
CLIENT
DATE
DRAWN
09 /30/13
DF
SHEET NO
FOCUS REALTY
SCALE
CHECKED
2
LAFAYETTE CA
1" =100'
DDE
PROJECT NO
36
13130
OF

04 -1 J 1 o 1 Tidewater on the Pjay PCN Appendices
5E.Gi
Appendix H
US Army Corps of Engineers and Division of Water Resources
Historical Authorizations and Correspondence
vui

Jon Giles Non -CAMA Letter
June 13, 2005

n
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S Jones, Director William G. Ross Jr., Secretary
June 13, 2005
James Taylor
% Southern Environmental Group, Inc
5315 South College Road Suite E
Wilmington, N.C. 28412
Re: Alligator Bay Project
Dear Mr Taylor,
I have reviewed the plans submitted to me for the Alligator Bay Project It appears that all development for this
project is located outside of any Areas of Environmental Concern and would not require a CAMA Permit at this
time. However, if these plans are changed and there is any development proposed with 575' of the ORW
boundary or over the water or marsh a permit will be required. This letter does not preclude you from obtaining
all other required permits from any other local, state or federal agency.
If you have any questions feel free to contact me at (910) 796 -7289.
q J erely,
A\J LJ
W. Giles Jr.
DCM Field Representative
cc: Andrea Frazier, Onslow County LPO
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 -3845
Phone [phone]Fax. 910 - 350 -20041 Internet http / /dcm2.enr state nc us
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
r.i I ►-$ I

July 15, 2005 Jurisdictional Determination
Page 1

U.S. ARMr CORPS OF ENGINEERS
WILMINGTON DISTRICT ID
Action Id 200500817 County Onslow U.S G.S Quad Sneads Ferry
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner- Jerry Haire Agent David Scibetta
Address Colorado Coastal Development Southern Environmental Group
808 N. Carolina Beach Ave. 5315 College Road
Carolina Beach, NC 28428 Wilmington, NC 28412
Telephone No.. 910458 -9387 910- 452 -2711
Property description
Size (acres) 380.6 Nearest Town Sneads Ferry
Nearest Waterway Alligator Bav River Basin White Oak
USGS HUC 03020302 Coordinates N 34 31.63 W 77 23.93
Location description From the intersection of Hwy 172 and Old Folkstone Road (SR 1553) head southeast and the
entrance to the site will be 0.8 miles on the right (dirt entrance road) Onslow County.
Indicate Which of the Following Apply:
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) junsdiction 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)
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 wetlands on the above described property subject to the permit requirements of Section 404 of the Clean Water
Act (CWA)(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
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 wetland on your property 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 CWAjunsdiction 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 wetlands have,been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on July 15, 2005 Unless there is a, change in the law or our published regulations,
this deterrtunation may be relied upon for a'penod not to exceed five years 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
perrnrt 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 910 -395 -3900 to determine
their requirements.
Page 1 of 2

Nationwide Permit 39
February 27, 2006

J
1 1.
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID 200500817 County Onslow USGS Quad Sneads Ferry
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner Colorado Coastal Development Agent: Southern Environmental Group Inc
Address attn: Steve Shuttlewortb attn: Amanda Kolb
808 North Carolina Beach Ave. 5315 College Road
Carolina Beach, NC 28428 Wilmington, NC 28412
Telephone No. 910 -458 -9387 910452 -2711
Size and location of property (water body, road name /number, town, etc ): The approximate 380 acre tract (Alligator
Bay) Is located 0.8 miles on the right southeast of the intersection of Hwy 172 and Old Folkstone Road (SR 1553).
Onslow County.
Description of projects area and activity: The project involves the filling of 0.429 acres of 404 wetlands for the
development of a future subdivision adjacent to Alligator Bay Onslow Count
Applicable Law ® Section 404 (Clean Water Act, 33 USC 1344)
❑ SecUon 10 (Rivers and Harbors Act, 33 USC 403)
Authorization. Regional General Permit Number
Nationwide Permit Number NW -39
SPECIAL CONDITIONS:
- please refer to the attached nationwide conditions.
- upon completion of Alligator Bay Subdivision, all the remaining wetlands ( +/- 72.64 acres) within the
northern phase 1 of the 380 -acre tract, depicted on the survey plat revised and sealed on February 21, 2006,
entitled Wetlands Conservation Plan for Alligator Bay, shall be left in their undeveloped condition as
described in the Restrictive Covenants document approved and included as an attachment to this permit.
- the approved restrictive covenants must be executed and recorded with Onslow County Register of Deeds
prior to the selling of any lots within the subdivision.
- the master declaration relating to wetlands within Alligator Bay Subdivision cannot not be amended or
modified without the express written consent of the U.S. Army Corps of Engineers, Wilmington District.
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with
the attached conditions and your submitted application dated 12/15/2005 and plans dated 2/21/2006 impact area A,
1/16/2006 impact areas B -E, 11/21/2005 impact area F, 1116/2006 impact areas G-L, and 2/21/2006 impact area M.
Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a
stop work order, a restoration order and/or appropriate legal action.
This verification is valid until the NWP is modified, reissued, or revoked All of the existing NWPs are scheduled to be modified,
reissued; or revoked prior to March 18, 2007 It is incumbent upon you to remain informed of changes to the NWPs We will issue a
public notice when the NWPs are reissued Furthermore, if you commence or are under contract to commence this activity before the
date that the relevant nationwide permit is modified or revoked, you will have twelve (12) months from the date of the modification or
revocation of the NWP to complete the activity under the present terms and conditions of thus nationwide permit If, prior to the
,expiration date-identified below, the nationwide permit authorization is reissued and/or modified, this verification will remain valid
until the expiration date identified below, provided it complies with all new and/or modified terms and conditions The District
Engineer may, at any time, exercise his discretionary authority to modify, suspend, or revoke a case specific activity's authorization
under any NWP

Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N C Division of Coastal Management
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Brad Shaver at 910 -251 4611
Corps Regulatory Official ,kyy�pAff.QA 614 hiotd SkAAWA- Date. 2/27/2006
a At
Expiration Date of Verification 3/18/2007 M 04 '0(, job
Determination of Jurisdiction:
A. ❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above described project
area This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
( Reference 33 CFR Part 331).
B. ❑ There are Navigable Waters of the United States within the above described protect area 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.
C. ❑ There are waters of the US and/or wetlands within the above described protect area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(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
D. ® The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
,jurisdictional determination issued July 15, 2005 Action ID 200500817
Basis of Jurisdictional Determination: The sublect area exhibits wetland criteria as described in the 1987 Corns Wetland
Delineation Manual and is adjacent to to Alligator Bala navigable water of the USBaLa navigable water of the US ,
Corps Regulatory Official-
Date /27/2006
Copy Furnished.
NC Division of Water Quality, attn Joanne Steenhuis 127 Cardinal Drive Extension Wilmington, NC 28405

Notice of Permit Noncompliance
January 3, 2007

U.S. ARMY CORPS OF ENGINEERS
Wilmington District � j�
P.O. Box 1890 D
Wilmington, NC 28402 -1890
Action ID 200500817 County- Onslow Quad: Sneads Ferry
Notice of Permit Noncompliance
Responsible Party: Colorado Coastal Development
c/o Steve Shuttleworth
808 North Carolina Beach Ave
Carolina Beach, NC 28428
Unauthorized Activity River & Harbor Act, Section 10 (33 USC 403)
X Noncompliance with Permit X Clean Water Act, Section 301 (33 USC 1311)
Location of Property: The approximate 380 acre tract (Alligator Bay) is located 0 8 mules on the right
southeast of the intersection of Hwy 172 and Old Folkstone Road (SR 1553), Onslow County
Description of Project and Noncompliance On February 27, 2006, the U S Army Corps of Engineers
authorized Colorado Coastal Development Group to make permanent impacts to 0 429 acres of 404
wetlands for the development of Alligator Bay subdivision A component of this authorization were the
plans which indicated an arch culvert to be located at impact area B along Wax Myrtle Way During an
October 31, 2006 inspection of Alligator Bay Subdivision, U S Army Corps of Engineers staff
documented the installation of twin culverts as opposed to the approved arch culvert The new crossing
also impacted approximately 1000 ft2 of dredging and bank destabilization on both sides of the new
culverts.
A review of our records indicates that you have not complied with the requirements of your permit
Also during the site visit, it was unclear whether or not the culverts were installed at the correct
elevations
Remedial Action Requested:
Within 10 days after receiving this letter, please contact the regulatory official listed below to discuss this
matter Remedial action for this violation shall consist of immediate compliance with the conditions of
your Federal authorization as follows (1) Submit for Corps review and approval a plan to remove the
culverted road crossing, restore the sites to wetland grade, and stabilize the sites as needed to prevent
erosion and waters quality degradation (2) Submit for Corps review and approval a plan to restore the
stream bed and bank above and below the new culverts These submittals shall be due within 30 days
after the date of this letter

Colorado Coastal Development
c/o Steve Shuttleworth
USACE Action ID 200500817
Notide,of Noncompliance
Page 2
Alternatively, you may apply for after - the -fact authorization by submitting the following information to
the Corps for review and approval a preconstruction notice, scaled plan view and cross - section
construction drawings, a proposal for compensatory mitigation, and a completed tolling agreement (which
will be supplied to you following receipt of your preconstruction notice). Depending on your subrruttal or
the discovery of new information regarding the project, we may need other items from you before we can
complete the review of your application
Noncompliance with your permit constitutes a violation of Section 404 of the Clean Water Act (33 USC
1344) We are considering administrative penalties against you for this work Accordingly, you will be
contacted in the near future by Wilmington District's Office of Counsel regarding this matter.
Failure to comply with this request may result in referral to the United States Attorney with a
recommendation for civil prosecution and or civil penalty for a violation of permit conditions pursuant to
33 USCA Section 1319(g)(1)(b)
If you have questions or comments about this notice or if you need further information about the Corps of
Engineers regulatory program, please contact me at 910.251.4611
Project Manager: Brad Shaver
Date: January 3, 2007
cc Justin McCorcle, Office of Counsel, USACE Wilmington District
Noelle Lutheran, NCDENR, 127 Cardinal Drive Extension Wilmington, NC 28405
Southern Environmental Group, Inc attn David Syster /Amanda Kolb
5315 College Road Wilmington, NC 28412

Division of Water Quality 401 Certification
April 24, 2007

GF W AT EgQG
Q Y
Apnl 24, 2007
Mr Steve Shuttleworth, Vice President
Colorado Coastal Development Company
7741 Market Street Unit 1
Wilmington, NC 28411
6,11 -1'}. k .(3 l
Michael r Easley, Governor
W11112m G Ross 1r , Secretary
North Carolina Department of Environment and Natural Resources
Alan W Klimck, P E Directnr
Division of Water Quality
DWQ Project # 052220v2
Onslow County
Subject Property- Tidewater on the Bay (formerly Alligator Bay) (O--)E CEO VE
Approval of 401 Water Quality Certification with Additional Conditions U Uqle�
Dear Mr. Shuttleworth.
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0 49 acres of wetlands and 39 feet of stream for the purpose of constructing
a single family residential development at the subject property, as described within your modification
application dated January 12, 2007 and received by the N.0 Division of Water Quality (DWQ) on
January 19, 2007, and additional information received on February 27, 2007. After reviewing your
application, we have decided that the impacts are covered by General Water Quality Certification
Number 3631 (GC3631). This Certification replaces the Certification issued to you on March 22, 2006
and allows you to use Nationwide Permit 39 when issued by the US Army Corps of Engineers
(USACE) In addition, you should obtain or otherwise comply with any other required federal, state or
local permits before you go ahead with your project including (but not limited to) Erosion and Sediment
Control, Non - discharge, and stormwater regulations Also, this approval to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application shall expire upon expiration of the
404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is
sold, the new owner must be given a copy of this Certification and approval letter and is thereby
responsible for complying with all conditions If total fills for this project (now or in the future) exceed
one acre of wetland or 150 linear feet of stream, compensatory mitigation may be required as described
in 15A NCAC 2H 0506 (h) This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1 Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met No other impacts are
approved including incidental impacts
Amount A roved Units) Plan Location or Reference
Stream 39 feet Stream Impact #1
404 Wetlands 0.49 acres) Wetland Impacts A - N
Waters N/A (acres)
Noah Carolina Division of Water Ouallly 127 Cardinal Drive Exlension Phone [phone] Customer Sen cell-877 -623.6748
Wilmington Regional Office Wilmington, NC 28405 -3845 FAX [phone] intemet rvtwv ncwalerguahiv grg One
An Equal Oppoaunrly/AfBrmattve Action Employer —50% Recycled /10%Posl Consumer Paper Npiih Carolina
Natilraffil

Colorado Coastal Development Company
Page 2 of 4
April 24, 2007
2 Stream Restoration Plan
The section of stream impacted prior to authorization at the location identified as Stream Impact
#1.1 on the site plan must be completely restored in accordance with the Tidewater on the Bay
Stream Restoration Plan submitted to this office on February 27, 2007 by Southern
Environmental Group Inc. on behalf of Colorado Coastal Development Company.
3 Construction Stormwater Permit NCGO10000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an
NPDES General stormwater perrrut (NCGO 10000) administered by DWQ is automatically issued
to the project. This General Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated by conditions in the permit. If your protect is covered by this
permit [applicable to construction projects that disturb one (1) or more acres], full compliance
with permit conditions including the sedimentation control plan, self- monitonng, record keeping
and reporting requirements are required A copy of this permit and monitoring report forms may
be found at htip 11h2o.enrstate nc.us/su/Fornis Documents him.
4. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices shall
be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor -owned or leased borrow pits associated with the project.
c For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of the North
Carolina Surface Mining Manual
d The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act
5 No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre - Construction Notification All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.

Colorado Coastal Development Company
Page 3 of 4
April 24, 2007
6 No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the
maximum extent practicable If placement of sediment and erosion control devices in wetlands
and waters is unavoidable, they shall be removed and the natural grade restored within six
months of the date that the Division of Land Resources has released the project
7. Wetland Boundary Identification
The wetland boundary must be clearly identified on all lots that have jurisdictional wetlands
present as depicted on the jurisdictional determination map signed by the US Army Corps of
Engineers The wetland boundary identification (flagging, fencing, etc.) must be maintained on
each lot until the lot is sold.
8 Deed Notifications and /or Restrictions
A recorded copy of the deed restrictions and the associated preservation map approved by the
US Army Corps of Engineers Wilmington Regulatory Office must be submitted to this Office and
to the 401 Oversight and Express Unit in Raleigh within 30 days of receipt of this Certification
9 Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 40I/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699 -1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
cnminal and /or civil penalties The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire
upon expiration of the 404 or CAMA Permit
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adludicatory hearing. You must act within 60 days of the date that
you receive this letter To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N C 27699 -6714. This certification and its conditions are final and binding unless you ask for
a hearing

Colorado Coastal Development Company
Page 4 of 4
April 24, 2007
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act, If you have any questions, please telephone Cyndi Karoly in the Central Office in Raleigh at 919-
733 -9721 or Noelle Lutheran in the DWQ Wilmington Regional Office at 910- 796 -7215.
Sinc y,
Alan W Klimek, P E.
Enclosures GC 3631
Certificate of Completion
cc* Amanda Kolb, Southern Environmental Group Inc
Ian McMillan, DWQ 401 Oversight and Express Unit
Brad Shaver, USACE Wilrrungton Regulatory Field Office
Noelle Lutheran, DWQ Wilmington Regional Office File Copy
Gary Beecher, DLR Wilmington Regional Office
Stephen Rynas, DCM Morehead City
Central Files
Filename 052220v2(NW39 ).apr07

Notice of Permit Continued Noncompliance
August 27, 2008

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON. NORTH CAROLINA 28402 -1890
�TFrCS 04 n
August 27, 2008
Regulatory Division
Action ID No SAW 2005 -00817
Mi Rene Mondejar III, President
Colorado Coastal Development Company
620 South Cascade Avenue, Suite 101
Colorado Springs, Colorado 80903
Mr Steve Shuttleworth
Colorado Coastal Development Company
7741 Market Street, Suite H
Wilmington, North Carolina 28411
Dear Messrs Monde ar and Shuttleworth
I,
Please reference the February 27, 2006 Department of the Army (DA) verification to utilize
Nationwide Permit (NVdP) 39, issued to Colorado Coastal Development Company (CCD), for
the discharge of fill material into 0.429 acres of Section 404 jurisdictional wetlands to facilitate
the infrastructure construction for the Tidewater on the Bay residential development This
development, formerly known as Alligator Bay, is located near the intersection of Old Folkstone
Road and Chadwick Acres Road, adjacent to Alligator Bay, near Sneads Ferry, Onslow County,
North Carolina
As you know, the U S. Army Corps of Engineers Wilmington District Regulatory Division
(Corps) sent a Notice of Noncompliance to you, dated January 3, 2007, as well as a Notice of
Continued Noncompliance to you, dated December 7, 2007, referencing your failure to comply
with the Special Conditions of the subsequent Venfication. Specifically, you were required to
provide compensatory mitigation, prior to any authorized impact, in the form of m -lieu -fee
payment into the NC Ecosystem Enhancement Program (NC EEP) You were also required to
execute and cause to be recorded at the Onslow County Register of Deeds the approved
preservation documents prior to the sale or conveyance of any or part of the property Our
December 7, 2007 letter also noted our concerns regarding your on -site activities being
inconsistent with the Venfication and Special Conditions Then on March 11, 2008, Ms
Jennifer Frye and Mr. Brad Shaver, both of the Corps Regulatory Division, and Mr Justin
McCorcle of the Corps Office of Counsel met with you and your agent, Mr David Syster of
Southern Environmental Group, Inc. to discuss and facilitate a resolution of your permit
noncompliance

-2-
While the Corps recognizes that you have provided the required payment to the NC EEP,
receipt dated March 20, 2008, you have not completed your obligations for compliance The
Corps has communicated to you repeatedly, in telephone conversations, in the above - referenced
letters, at the March meeting, and in electronic mail messages, that you still are required to record
the preservation documents, reconstruct Impact Area E road crossing per the approved plans, and
address any potential wetland impacts associated with the sediment basins. To date, you have
not completed any of these requirements
After careful consideration of your on -going noncompliance with the terms and conditions
of the subject DA authorization, which remains a violation of Section 404 of the Clean Water
Act (33 USC 1344), and the public interest, the Corps has decided to immediately suspend your
DA authorization, per 33 CFR Section 325 7(c) Be advised that you have ten (10) of receipt of
this notice to request a public hearing and/or a meeting with tlus Office, or the District
Commander, to present information in the matter. After the completion of a meeting or hearing,
(or within a reasonable amount of time following this notice if a heanng/meetmg is not
requested), the Wilmington District will decide to reinstate, modify or revoke the authorization
Please be aware that if the Corps decides to revoke your authorization you will be required to
remove all discharged fill material and restore the impacted jurisdictional waters or re -apply for a
new DA authorization
In addition, the Corps is likely to assess a Class I Adimnistrative Penalty under the authority
of 33 U.S C § 1319(g) and 33 CFR Part 326 6. To resolve these issues and schedule a meeting,
Corps requests that you immediately contact Ms. Jennifer Frye, Acting Chief, Wilmington
Regulatory Field Office, telephone [phone].
sincerely,
Jefferson M Ryscavage
Colonel, U S Army
District Commander

NC EEP Receipt
78 Linear Feet of Warm Water Stream Credit

Jerry Haire
Colorado Coastal Development
7741 Market Street, Unit H
Wilmington, NC 28411
Project:
County:
DWQ #:
USACE Action ID:
EEP No.
Amount Paid:
Check Number:
Tidewater on the Bay
Onslow
05 -2220
200500817
ILF- 2005 -3902
19,110.00
1354
ft _
PROGRAM
RECEIPT
March 20, 2008
The North Carolina Ecosystem Enhancement Program (NCEEP) has received a check as indicated above as payment for the
compensatory mitigation requirements of the 401 Water Quality Certification/Section 404 /CAMA Permit(s) issued for the
above referenced protect This receipt serves as notification that your compensatory mitigation requirements associated with
the authorized activity as specified below have been satisfied You must also comply with all other conditions of this
certification and any other state, federal or local government permits or authorization associated with this activity
The NCEEP, by acceptance of this payment, acknowledges that the NCEEP is responsible for the compensatory mitigation
requirements associated with the project permit and agrees to provide the compensatory mitigation as specified in the permit
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, as indicated below
River Basin
Stream Credits
Wetland Credits
Buffer I & II
CU
(linear feet)
(acres)
(Sq Ft )
Cold
Cool
Warm
Riparian
Non -Ri anan
Coastal Marsh
White Oak
0
0
78
0
0
0
0
03020106
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 Valerie Mitchener at (919) 715 -1973
Sincerely,
a(—Wilham D Gilmore, PE
Director
CC. Cyndi Karoly, NCDWQ Wetlands /401 Unit
Brad Shaver, USACE - Wilmington, Thelma Hemmingway, USACE Wilmington
Joanne Steenhuis, NCDWQ - Wilmington
Amanda Kolb, agent
File
R bru�... E .. Not" "
Our Stag
l
North Carolina Ecosystem Enhancement Program, 1652 Mad Service Center, Raleigh, NC 27699 -1652 / 919 - 715 -0476 1 www nceep net

MISSING DOCUMENT
Notice of Continued Permit Noncompliance
December 7, 2007

04 -171 o1 Tddewaterontkegay 5EGI
Attachment 2
Tidewater on the Bay Restoration Plan

Alligator Bay
Wetland Restoration Plan
USACOE Action ID# 200500817
Prepared for
Ms Jennifer S Frye
Special Project Manager, Regulatory Division
U S Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, North Carolina 28403
Prepared By
Mr Cnstian Streeter
Focus Realty Services, Inc
3675 Mount Diablo Boulevard, #350
Lafayette, CA 94549
Southern Environmental Group, Inc
5315 South College Road, Suite E
Wilmington, NC 28412
(910) 452 -2711
23 December 2013

Introduction
Southern Environmental Group, Inc (SEG), on behalf of Focus Realty Services, Inc ,
herein referred to as the "Client ", is submitting this proposed restoration plan to address
the concerns of the U S Army Corps of Engineers (COE) The areas of concern are
within wetlands and waters of the United States located in the Alligator Bay Subdivision
located off of Chadwick Acres Road, Sneads Ferry, Onslow County, N C
Background
Colorado Coastal Development, the previous owners of the property, designed, permitted,
and installed the roadways within Alligator Bay They were issued a Nationwide Permit
(NWP) 39 to fill 0 429 -acre of 404 wetlands and 0 059 acres isolated wetlands for the
development of a subdivision The permitted impact areas were comprised of culverted
road crossings, and fill to allow construction of roads
The contractor tasked with the installation of the sediment and erosion control devices
proposed in the approved stormwater plan, failed to take into consideration the previously
verified wetland limits, and subsequently impacted wetlands during construction of many
of the sediment traps These impacts include such disturbances as excavation of wetland
material and deposition of fill material within wetlands and waters of the U S (see
attached impact Map)
Site Conditions
Soils
Soil types mapped within the vicinity of the impacts are Pactolus fine sand and Wando
fine sand According to the Soil Survey of Onslow County, North Carolina', the Pactolus
series consists of moderately well drained and somewhat poorly drained soils on uplands
and stream terraces Included with this soil in mapping are small areas of Wando and
Leon sods
The Wando series is an excessively drained soil found on undulating areas on uplands
Most areas are 10 -25 feet above sea level Included with this soil in mapping are small
areas of the moderately well drained Pactolus soils in narrow dramways, the poorly
drained Muckalee soils in narrow drainageways, and scattered small areas of Alpin and
Kureb soils
The majority of the soils within the delineated wetlands, and in the regions of the
impacts, appear to correspond with the soils mapping and their corresponding soil
inclusions
Vegetation
The wetlands that these sediment ponds and swales drain to can be characterized as
pocosm wetland or riverme swamp forest using the N C Wetland Assessment Method
'Soil Survey ofOnsloti+ Countv, North Carolina, issared 1991
2

(NCWAM) These areas are typically comprised of vegetation including pond pine
(Prnus serotma), swamp gum (Nyssa aquatrca), red maple (Acer rubrum), tulip poplar
(Driodendron luhprfera), loblolly bay (Gordonra lasianthus), red bay (Persea palustris),
sweet bay (Magnolia vtrgtnrana), swamp cyrilla (Cyrilla racemtflora), tall gallberry (Ilex
coriacea), highbush blueberry (Vacctnrum cotytnbosum), fedder bush (Lyons lucrda),
cinnamon fern (Osmunda cmnamomea), and laurel- leaved greenbriar (Smilax laurtfoha)
Marginal areas of these wetland types typically contain vegetation more frequently
encountered in uplands such as long leaf pine (Ptnus palustrts), loblolly pine (Prnus
taeda), bracken fern (Ptertdtum aqutltnum), wire grass (Arrsttda strtcta), and creeping
blueberry (Vacctnrum crasstfohum)
Hydrology
The hydrologic regime of the areas impacted and the surrounding wetland/upland matrix
consists of primarily of precipitation driven sheet flow The extreme interiors of the
wetland areas approaching the marsh bordering Alligator Bay are affected by tides to a
small degree
Proposed Restoration Activity
There are 14 impact areas associated with stormwater structures within areas designated
wetlands by the COE that are the focus of this report See table below for details
Restoration of the above areas will be varied, but all will involve returning the impacted
areas to original grade and contour Some areas have spoil matenal (hydric soil) within
wetlands, which will be used to repair the impact areas If no suitable organic material
can be salvaged from the immediate area, suitable material will be located from one of
the many upland spoil sites within the property All areas will then be finish graded, silt
fence installed to prevent further sedimentation into restored areas, and seeded with an
approved wetland seed mix No planting of shrubs or trees is proposed as part of the
restoration activities
Impact Area
Sq Footage
Acres
Impact Area
Sq Footage
Acres
A
2920
0 067
H
5934
0 136
B
924
0 021
I
681
0 016
C
1743
0 040
J
916
0 021
D
707
0 016
K
1927
0 044
E
759
0 017
L
3561
0 082
F
1529
0 035
M
179
0 004
G
1085
0 025
N
6108
0 140
Totals 28,973 0.665
Monitoring and Success Criteria
The client is proposing an annual qualitative monitoring program for the restoration
areas, to be carried out over a period of 3 years The restoration areas will be periodically
3

observed to assure that they are stabilizing properly, and remaining stable, and that they
are being colonized by hydrophytic woody and herbaceous vegetation to a degree that the
area would satisfy the vegetative criteria set forth in the 1987 COE Delineation Manual,
and the Atlantic and Gulf Coastal Plain Supplement to the 1987 Manual Hydrology will
also be noted during the site visits, to assure that the sites are meeting the hydrologic
criteria set forth in the 1987 COE Delineation Manual and Atlantic and Gulf Coast Plain
Supplement

SUSAN L. DECKER,
Liquidating Trustee
September 6; 2013
Ms Jennifer Frye
U S Army Corps of Engineers
CASE Mortgage Fund '08 Liquidating _ Trust
Dear Ms. Frye
100 Pine Street, Suite 475
San Francisco, CA 84111
Telephone [phone]
Facsimile 415 362 7704
www ueckerassoc com
As a follow up to my letter of August 27, 2013, as the Liquidating Trustee for the
Mortgage Fund '08 Liquidating Trust (Owner of Alligator Bay property), I have
authorized Focus Realty Services, Inc to assist and direct the consultants and work
directly with USACE to conduct the work required on the Alligator Bay property in
Onslow County, North Carolina to re- authorize the 404 jurisdictional wetlands map, 404
permit and NCDENR/DWQ 401 certification.
More specifically, the surveyor, Geo Innovation, PC and the wetland consultant,
Southern Environmental Group are authorized to act on behalf of the Owner to address
matters concerning the USACE 404 Jurisdictional wetlands map, 404 permit and
NCDENR/DWQ 401 certification
Should you have any questions, please contact me directly.
Very truly your
S an Uecker
Li dating Trustee
SLU:ap

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CONSULTING SURVEYORS
404 WETLANDS MAP
ALLIGATOR BAY PROJECT
F- CHADWICK ACRES ROAD
SNEADS FERRY, NC. 7
°� od0000
Op000000
J°p00�0
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CLIENT DATE DRAWN
09/30/13 DF C2,
17 FOCUS REALTY SCALE CHECKED LAFAYETTE CA 1" =100, DDE PROJECT NO 13130

U V ERALL MAY
(NOT TO SCALE)
6740 Netherlands Drive 5uite A
Wilmington North Carolina 28405
www gisspc com
®1ry�1lam �l(%d 9 10 799 0099 Voice
(LJL �L �s 91079933 27 Fax
CONSULTING SURVEYORS NCDEI-5 Firm Number C -2881
AREAS OF VIOLATION
CLIENT
DETAIL
A
= 2,920
SQ.FT.
DETAIL
B
= 924
SQ.FT.
DETAIL
C
= 1,743
SQ.FT
DETAIL
D
= 707
SQ.FT.(combined)
DETAIL
E
= 759
SQ.FT.
DETAIL
F
= 1,529
SQ.FT
DETAIL
G
= 1,085
SQ.FT.
DETAIL
H
= 5,934
SQ.FT.
DETAIL
1
= 681
SQ.FT.
DETAIL
J
= 916
SQ.FT.
DETAIL
K
= 1,927
SQ FT.
DETAIL
L
= 3,561
SQ.FT.
DETAIL
M
= 179
SQ.FT.
DETAIL
N
= 6,108
SQ.FT.(combined)
TOTAL AREA
OF MOLATION = 25,973 SORT.
LEGEND
CLIENT
vvvvv
DRAWN
0 o o o
0000
vo vv
09 30 13
= AREA OF VIOLATION
®=
WETLANDS AREA
AREA OF CHANGE
CHECKED
2
LAFAYETTE CA
(UPLANDS AREA)
SHEET INDEX
SHEET 1. COVER SHEET
SHEET 2..... OVERALL MAP, NOTES, LEGENDS
AND AREA TABLE
SHEETS 3 -5. DETAILS OF VIOLATION AREAS
404 WETLANDS MAP
ALLIGATOR BAY PROJECT
CHADWICK ACRES ROAD
SNEADS FERRY, NC.FERRY, NCB
Wetlands Delineation Certification
The areas deemed as wetlands \uplands hereon were delineated
and defined by Southem Environmental Group, Inc
Surveyor Certifications Certificate of Accuracy and Mapoina
I, Dean D Exline, certify that this plat was drawn under my
supervision from an actual survey made under my supervision (plat
map recorded in Map Book 42, page 75, etc), that the
boundaries not surveyed are drawn as dashed and clearly Indicated
as drown from Information found in Map Book 42, page 75, that
the ratio of precision as calculated is 1 18,500, that this plat
was prepared In accordance with G S 47 -30 as amended
Witness my original signature, license number and seal this 27th
day of June, A D , 2005
Dean D Exline, PLS License No L -4375
Additional Certification
I, Dean D Exline, certify that the survey is of an
existing building or other structure, or natural
feature, such as a watercourse or wetlands
Dean D Exline, PLS License No L -4375
Certificate for the US Corps of Englneam
This certifies that this copy of this plat accurately depicts
the boundary of the Jurisdiction of Section 404 of the
Clean Water Act pursuant to the 1987 manual as
determined by the undersigned on this date Unless there
Is a change in the law or our published regulations, this
determination of section 404 jurisdiction may be relied
upon for a period of five years from this date
Signature of U S Army Corps of Engineers Official
Date of Signature
CLIENT
DATE
DRAWN
09 30 13
DF
SHEET NO
FOCUS REALTY
SCALE
CHECKED
2
LAFAYETTE CA
1 " =50'
DDE
PROJECT NO
5
13130
OF

TABLE
DETAIL A
LENGTH B
LINE
L1 1
1819 5
1"=50'
L2 2
28 07 S
S77'16'51 "E
L3 2
22 55 N
N64'09'43 "E
L4 2
29 44 N
UPLANDS
L5 2
22 BO N
N27'40'40 °W
L6 2
20 53 N
N14'14'44 "E
L7 1
17 24 5
58974'26 "W
LS 1
12 98 5
549'54'53 "W
L9 2
20 07 5
554'16'47 "W
L10 2
22 75 5
L7
L11 2
2194 S
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LINE L
LENGTH B
BEARING
L1 1
1819 5
540'52'46 "E
L2 2
28 07 S
S77'16'51 "E
L3 2
22 55 N
N64'09'43 "E
L4 2
29 44 N
N58'S2'10 "E
L5 2
22 BO N
N27'40'40 °W
L6 2
20 53 N
N14'14'44 "E
L7 1
17 24 5
58974'26 "W
LS 1
12 98 5
549'54'53 "W
L9 2
20 07 5
554'16'47 "W
L10 2
22 75 5
542'44'29 "W
L11 2
2194 S
S67'S7'10 "W
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L2 2417 N24'26'36 "E
L3 14 09 N67 27'25 "E
L4 30 59 517'36'10 "W
L5 1212 52452'27 "W
L6 14 63 569 00'47 "W
L7 21 59 N76 36'27 "W
L8 3126 N82'38'S1 "W
L9 13 66 N80 01'16 "E
L10 27 34 584'35'08 "E
L11 14 32 552'08'46 "E
DETAIL B
1"=50'
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3
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LINE LENGTH BEARING
L1 20 49 N33 53'44 "W
L2 11 03 589'07'01 "E
L3 16 51 S61'S2'S6 "E
L4 16 81 S57'22'43 "W
L5 35 02 541'26'12 "E
L6 22 26 N58'19'33 "E
L7 44 57 558'20'40 "E
L8 18 51 N36'25'05'W
L9 13 88 N27 08'15'W
L10 22 66 S83'38'25'W
L11 42 33 N71'48'02'W
DETAIL E
1"=50'
UPLANDS
L1
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LINE TABLE
LINE LENGTH BEARING
L7 35 49 58438'44 "W
L2 17 29 N11 03'28 "E
L3 2010 N71'S8'15 "E
L4 1979 N59'40'22 "E
L5 3016 507'57'11 "W
404 WETLANDS MAP
ALLIGATOR BAY PROJECT
CHADWICK ACRES ROAD
SNEADS FERRY, NC
L6
UPLANDS
UPLANDS
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LINE LENGTH BEARING
L7 6 56 560'15'18 "E
L2 9 49 S18'26'O6 "E
L3 23 85 533'01'26 "E
L4 24 74 514'02'10 "E
L5 14 32 577 54'19 "W
L6 22 56 577'11'45 "W
L7 22 63 545'00'00 "W
L8 19 80 545 00'00 "W
L9 28 57 N37'56'56 "E
L10 3179 N1645'53 "E
L71 42 87 N15'38'37 "E
o'
CLIENT DATE oRawN
09/30/13 DF SHEET NO
FOCUS REALTY SCALE CHECKED LF
LINE TABLE
LINE LENGTH BEARING LINE LENGTH BEARING
L1 4662 N88'09'Ot °W L6 2152 53 2542"E
L2 B 90 N69'14'S8 "W L7 18 08 NBO'I5'23 "E
L3 20 80 565'17'26 "W L8 15 10 559'36'55 "E
L4 13 07 N14'23'29 "E L9 11 51 55755'34 "E
L5 15 14 N65'35'03 "E L10 17 04 503'41'13 "W
LAFAYETTE CA 1" =100' DDE
PROJECT NO
13130
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799 0099 Voice
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DETAIL C
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LINE TABLE
LINE LENGTH BEARING
Lt 18 68 N15'31'27 "E
L2 2417 N24'26'36 "E
L3 14 09 N67 27'25 "E
L4 30 59 517'36'10 "W
L5 1212 52452'27 "W
L6 14 63 569 00'47 "W
L7 21 59 N76 36'27 "W
L8 3126 N82'38'S1 "W
L9 13 66 N80 01'16 "E
L10 27 34 584'35'08 "E
L11 14 32 552'08'46 "E
DETAIL B
1"=50'
L2 4
3
!vv
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h
UPLANDS
UPLANDS
C71
v v L10
ley. vvvv vv
vv vv ��
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LINE TABLE
LINE LENGTH BEARING
L1 20 49 N33 53'44 "W
L2 11 03 589'07'01 "E
L3 16 51 S61'S2'S6 "E
L4 16 81 S57'22'43 "W
L5 35 02 541'26'12 "E
L6 22 26 N58'19'33 "E
L7 44 57 558'20'40 "E
L8 18 51 N36'25'05'W
L9 13 88 N27 08'15'W
L10 22 66 S83'38'25'W
L11 42 33 N71'48'02'W
DETAIL E
1"=50'
UPLANDS
L1
vvvvvv�
vvvvv
� vvvvv
vvv 3
v �-
LINE TABLE
LINE LENGTH BEARING
L7 35 49 58438'44 "W
L2 17 29 N11 03'28 "E
L3 2010 N71'S8'15 "E
L4 1979 N59'40'22 "E
L5 3016 507'57'11 "W
404 WETLANDS MAP
ALLIGATOR BAY PROJECT
CHADWICK ACRES ROAD
SNEADS FERRY, NC
L6
UPLANDS
UPLANDS
avvvvLv C� �vv�
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LINE TABLE
LINE LENGTH BEARING
L7 6 56 560'15'18 "E
L2 9 49 S18'26'O6 "E
L3 23 85 533'01'26 "E
L4 24 74 514'02'10 "E
L5 14 32 577 54'19 "W
L6 22 56 577'11'45 "W
L7 22 63 545'00'00 "W
L8 19 80 545 00'00 "W
L9 28 57 N37'56'56 "E
L10 3179 N1645'53 "E
L71 42 87 N15'38'37 "E
o'
CLIENT DATE oRawN
09/30/13 DF SHEET NO
FOCUS REALTY SCALE CHECKED LF
LINE TABLE
LINE LENGTH BEARING LINE LENGTH BEARING
L1 4662 N88'09'Ot °W L6 2152 53 2542"E
L2 B 90 N69'14'S8 "W L7 18 08 NBO'I5'23 "E
L3 20 80 565'17'26 "W L8 15 10 559'36'55 "E
L4 13 07 N14'23'29 "E L9 11 51 55755'34 "E
L5 15 14 N65'35'03 "E L10 17 04 503'41'13 "W
LAFAYETTE CA 1" =100' DDE
PROJECT NO
13130
e
DETAIL B
1"=50'
L2 4
3
!vv
� v
h
UPLANDS
UPLANDS
C71
v v L10
ley. vvvv vv
vv vv ��
�6 v
LINE TABLE
LINE LENGTH BEARING
L1 20 49 N33 53'44 "W
L2 11 03 589'07'01 "E
L3 16 51 S61'S2'S6 "E
L4 16 81 S57'22'43 "W
L5 35 02 541'26'12 "E
L6 22 26 N58'19'33 "E
L7 44 57 558'20'40 "E
L8 18 51 N36'25'05'W
L9 13 88 N27 08'15'W
L10 22 66 S83'38'25'W
L11 42 33 N71'48'02'W
DETAIL E
1"=50'
UPLANDS
L1
vvvvvv�
vvvvv
� vvvvv
vvv 3
v �-
LINE TABLE
LINE LENGTH BEARING
L7 35 49 58438'44 "W
L2 17 29 N11 03'28 "E
L3 2010 N71'S8'15 "E
L4 1979 N59'40'22 "E
L5 3016 507'57'11 "W
404 WETLANDS MAP
ALLIGATOR BAY PROJECT
CHADWICK ACRES ROAD
SNEADS FERRY, NC
L6
UPLANDS
UPLANDS
avvvvLv C� �vv�
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LINE TABLE
LINE LENGTH BEARING
L7 6 56 560'15'18 "E
L2 9 49 S18'26'O6 "E
L3 23 85 533'01'26 "E
L4 24 74 514'02'10 "E
L5 14 32 577 54'19 "W
L6 22 56 577'11'45 "W
L7 22 63 545'00'00 "W
L8 19 80 545 00'00 "W
L9 28 57 N37'56'56 "E
L10 3179 N1645'53 "E
L71 42 87 N15'38'37 "E
o'
CLIENT DATE oRawN
09/30/13 DF SHEET NO
FOCUS REALTY SCALE CHECKED LF
LINE TABLE
LINE LENGTH BEARING LINE LENGTH BEARING
L1 4662 N88'09'Ot °W L6 2152 53 2542"E
L2 B 90 N69'14'S8 "W L7 18 08 NBO'I5'23 "E
L3 20 80 565'17'26 "W L8 15 10 559'36'55 "E
L4 13 07 N14'23'29 "E L9 11 51 55755'34 "E
L5 15 14 N65'35'03 "E L10 17 04 503'41'13 "W
LAFAYETTE CA 1" =100' DDE
PROJECT NO
13130
e
LINE TABLE
LINE LENGTH BEARING
L1 20 49 N33 53'44 "W
L2 11 03 589'07'01 "E
L3 16 51 S61'S2'S6 "E
L4 16 81 S57'22'43 "W
L5 35 02 541'26'12 "E
L6 22 26 N58'19'33 "E
L7 44 57 558'20'40 "E
L8 18 51 N36'25'05'W
L9 13 88 N27 08'15'W
L10 22 66 S83'38'25'W
L11 42 33 N71'48'02'W
DETAIL E
1"=50'
UPLANDS
L1
vvvvvv�
vvvvv
� vvvvv
vvv 3
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LINE TABLE
LINE LENGTH BEARING
L7 35 49 58438'44 "W
L2 17 29 N11 03'28 "E
L3 2010 N71'S8'15 "E
L4 1979 N59'40'22 "E
L5 3016 507'57'11 "W
404 WETLANDS MAP
ALLIGATOR BAY PROJECT
CHADWICK ACRES ROAD
SNEADS FERRY, NC
L6
UPLANDS
UPLANDS
avvvvLv C� �vv�
vvvvvvvvvvvv
vvvvvvvvvv y
vvvvvvvvv �
<g vvvvvv �y
(g
1717
V
D AI F
/1"—
LINE TABLE
LINE LENGTH BEARING
L7 6 56 560'15'18 "E
L2 9 49 S18'26'O6 "E
L3 23 85 533'01'26 "E
L4 24 74 514'02'10 "E
L5 14 32 577 54'19 "W
L6 22 56 577'11'45 "W
L7 22 63 545'00'00 "W
L8 19 80 545 00'00 "W
L9 28 57 N37'56'56 "E
L10 3179 N1645'53 "E
L71 42 87 N15'38'37 "E
o'
CLIENT DATE oRawN
09/30/13 DF SHEET NO
FOCUS REALTY SCALE CHECKED LF
LINE TABLE
LINE LENGTH BEARING LINE LENGTH BEARING
L1 4662 N88'09'Ot °W L6 2152 53 2542"E
L2 B 90 N69'14'S8 "W L7 18 08 NBO'I5'23 "E
L3 20 80 565'17'26 "W L8 15 10 559'36'55 "E
L4 13 07 N14'23'29 "E L9 11 51 55755'34 "E
L5 15 14 N65'35'03 "E L10 17 04 503'41'13 "W
LAFAYETTE CA 1" =100' DDE
PROJECT NO
13130
e
DETAIL E
1"=50'
UPLANDS
L1
vvvvvv�
vvvvv
� vvvvv
vvv 3
v �-
LINE TABLE
LINE LENGTH BEARING
L7 35 49 58438'44 "W
L2 17 29 N11 03'28 "E
L3 2010 N71'S8'15 "E
L4 1979 N59'40'22 "E
L5 3016 507'57'11 "W
404 WETLANDS MAP
ALLIGATOR BAY PROJECT
CHADWICK ACRES ROAD
SNEADS FERRY, NC
L6
UPLANDS
UPLANDS
avvvvLv C� �vv�
vvvvvvvvvvvv
vvvvvvvvvv y
vvvvvvvvv �
<g vvvvvv �y
(g
1717
V
D AI F
/1"—
LINE TABLE
LINE LENGTH BEARING
L7 6 56 560'15'18 "E
L2 9 49 S18'26'O6 "E
L3 23 85 533'01'26 "E
L4 24 74 514'02'10 "E
L5 14 32 577 54'19 "W
L6 22 56 577'11'45 "W
L7 22 63 545'00'00 "W
L8 19 80 545 00'00 "W
L9 28 57 N37'56'56 "E
L10 3179 N1645'53 "E
L71 42 87 N15'38'37 "E
o'
CLIENT DATE oRawN
09/30/13 DF SHEET NO
FOCUS REALTY SCALE CHECKED LF
LINE TABLE
LINE LENGTH BEARING LINE LENGTH BEARING
L1 4662 N88'09'Ot °W L6 2152 53 2542"E
L2 B 90 N69'14'S8 "W L7 18 08 NBO'I5'23 "E
L3 20 80 565'17'26 "W L8 15 10 559'36'55 "E
L4 13 07 N14'23'29 "E L9 11 51 55755'34 "E
L5 15 14 N65'35'03 "E L10 17 04 503'41'13 "W
LAFAYETTE CA 1" =100' DDE
PROJECT NO
13130
e
LINE TABLE
LINE LENGTH BEARING
L7 35 49 58438'44 "W
L2 17 29 N11 03'28 "E
L3 2010 N71'S8'15 "E
L4 1979 N59'40'22 "E
L5 3016 507'57'11 "W
404 WETLANDS MAP
ALLIGATOR BAY PROJECT
CHADWICK ACRES ROAD
SNEADS FERRY, NC
L6
UPLANDS
UPLANDS
avvvvLv C� �vv�
vvvvvvvvvvvv
vvvvvvvvvv y
vvvvvvvvv �
<g vvvvvv �y
(g
1717
V
D AI F
/1"—
LINE TABLE
LINE LENGTH BEARING
L7 6 56 560'15'18 "E
L2 9 49 S18'26'O6 "E
L3 23 85 533'01'26 "E
L4 24 74 514'02'10 "E
L5 14 32 577 54'19 "W
L6 22 56 577'11'45 "W
L7 22 63 545'00'00 "W
L8 19 80 545 00'00 "W
L9 28 57 N37'56'56 "E
L10 3179 N1645'53 "E
L71 42 87 N15'38'37 "E
o'
CLIENT DATE oRawN
09/30/13 DF SHEET NO
FOCUS REALTY SCALE CHECKED LF
LINE TABLE
LINE LENGTH BEARING LINE LENGTH BEARING
L1 4662 N88'09'Ot °W L6 2152 53 2542"E
L2 B 90 N69'14'S8 "W L7 18 08 NBO'I5'23 "E
L3 20 80 565'17'26 "W L8 15 10 559'36'55 "E
L4 13 07 N14'23'29 "E L9 11 51 55755'34 "E
L5 15 14 N65'35'03 "E L10 17 04 503'41'13 "W
LAFAYETTE CA 1" =100' DDE
PROJECT NO
13130
e
404 WETLANDS MAP
ALLIGATOR BAY PROJECT
CHADWICK ACRES ROAD
SNEADS FERRY, NC
L6
UPLANDS
UPLANDS
avvvvLv C� �vv�
vvvvvvvvvvvv
vvvvvvvvvv y
vvvvvvvvv �
<g vvvvvv �y
(g
1717
V
D AI F
/1"—
LINE TABLE
LINE LENGTH BEARING
L7 6 56 560'15'18 "E
L2 9 49 S18'26'O6 "E
L3 23 85 533'01'26 "E
L4 24 74 514'02'10 "E
L5 14 32 577 54'19 "W
L6 22 56 577'11'45 "W
L7 22 63 545'00'00 "W
L8 19 80 545 00'00 "W
L9 28 57 N37'56'56 "E
L10 3179 N1645'53 "E
L71 42 87 N15'38'37 "E
o'
CLIENT DATE oRawN
09/30/13 DF SHEET NO
FOCUS REALTY SCALE CHECKED LF
LINE TABLE
LINE LENGTH BEARING LINE LENGTH BEARING
L1 4662 N88'09'Ot °W L6 2152 53 2542"E
L2 B 90 N69'14'S8 "W L7 18 08 NBO'I5'23 "E
L3 20 80 565'17'26 "W L8 15 10 559'36'55 "E
L4 13 07 N14'23'29 "E L9 11 51 55755'34 "E
L5 15 14 N65'35'03 "E L10 17 04 503'41'13 "W
LAFAYETTE CA 1" =100' DDE
PROJECT NO
13130
e
LINE TABLE
LINE LENGTH BEARING
L7 6 56 560'15'18 "E
L2 9 49 S18'26'O6 "E
L3 23 85 533'01'26 "E
L4 24 74 514'02'10 "E
L5 14 32 577 54'19 "W
L6 22 56 577'11'45 "W
L7 22 63 545'00'00 "W
L8 19 80 545 00'00 "W
L9 28 57 N37'56'56 "E
L10 3179 N1645'53 "E
L71 42 87 N15'38'37 "E
o'
CLIENT DATE oRawN
09/30/13 DF SHEET NO
FOCUS REALTY SCALE CHECKED LF
LINE TABLE
LINE LENGTH BEARING LINE LENGTH BEARING
L1 4662 N88'09'Ot °W L6 2152 53 2542"E
L2 B 90 N69'14'S8 "W L7 18 08 NBO'I5'23 "E
L3 20 80 565'17'26 "W L8 15 10 559'36'55 "E
L4 13 07 N14'23'29 "E L9 11 51 55755'34 "E
L5 15 14 N65'35'03 "E L10 17 04 503'41'13 "W
LAFAYETTE CA 1" =100' DDE
PROJECT NO
13130
e
o'
CLIENT DATE oRawN
09/30/13 DF SHEET NO
FOCUS REALTY SCALE CHECKED LF
LINE TABLE
LINE LENGTH BEARING LINE LENGTH BEARING
L1 4662 N88'09'Ot °W L6 2152 53 2542"E
L2 B 90 N69'14'S8 "W L7 18 08 NBO'I5'23 "E
L3 20 80 565'17'26 "W L8 15 10 559'36'55 "E
L4 13 07 N14'23'29 "E L9 11 51 55755'34 "E
L5 15 14 N65'35'03 "E L10 17 04 503'41'13 "W
LAFAYETTE CA 1" =100' DDE
PROJECT NO
13130
e
LINE TABLE
LINE LENGTH BEARING LINE LENGTH BEARING
L1 4662 N88'09'Ot °W L6 2152 53 2542"E
L2 B 90 N69'14'S8 "W L7 18 08 NBO'I5'23 "E
L3 20 80 565'17'26 "W L8 15 10 559'36'55 "E
L4 13 07 N14'23'29 "E L9 11 51 55755'34 "E
L5 15 14 N65'35'03 "E L10 17 04 503'41'13 "W
LAFAYETTE CA 1" =100' DDE
PROJECT NO
13130
e
LAFAYETTE CA 1" =100' DDE
PROJECT NO
13130
e

DETAIL J
1"=50'
UPLANDS
vv
vv
vvv
vvv in
� v v v
v
vvv a+
LINE TABLE
LINE LENGTH BEARING
L7 2885 S07'59'49 "W
L2 3343 SOS 06'59 "E
L3 2061 N27'47'59 "W
L4 2006 N3456'24 "W vvv
LS 1165 N13'12'04 "W
L6 1597 N10 45'15 "W L7
L7 2779 N89'39'43 "E
6740 Netherland7Drive, Swte A Wdmmgton, North a 28405
www gisspc coin
F ]®/� 9 10 799 0099VOic 11 �V 9 I O 799 3327 Fax
NCBELS Firm Number C -2b81
D A H
1" 50'
vvvv
vvvvvv
vvvvvv
vvvvvvv <�,
vvvvvvv
vvvvvvv �
M vvvvvvv v v
vvvvvvvvv
vvvvvvvvv
vvvvvvvv
vvvvvvvv
vvvvvvvv
vvvvvvvv
vvvvvvvo�
vvvvvvvv
vvvvvvvv
vvvvvvvv UPLANDS
vvvvvvvvv
vvvvvvvv
vvvvvvvv
vvvvvvvv°
vvvvvvvv
vvvvvvv
vvvvvvv v
-'vvvvvvv
L12
UPLANDS
LINE TABLE
LINE LENGTH BEARING
L1 18 62 3'39'27"
L2 3516 N04'43'38 "W
L3 6626 N04'25'41 "W
L4 2721 N58 42'31 "E
L5 2013 S47'20'OB "E
L6 28 83 S2844'03 °E
L7 813 S38'45'32 "E
LB 1373 S25'18'52'W
L9 4418 S08'07'09 "E
L10 2419 S11'02'09 °W
L11 1889 565'38'47 °W
L12 3192 58917'25 °W
3
DETAIL K
(PROP) 1 " =50'
CUL —DE —SAC
UPLANDS
L1
vvvvvvvv
vvvvvvvv <�
vvvvvvvvv
vvvvvvvvv<
vvvvvvvvv w
vvvvvvvv
vvvvvvv
vvvv
L6
LINE TABLE
LINE LENGTH BEARING
Li 4896 N86'36'09 "W
L2 1843 N30'33'22 "W
L3 720 N19'43'36 "W
L4 2010 N51'46'33 "E
L5 1699 N77'10'56 "E
L6 1747 N80'45'04 "E
L7 45 91 S13'56'54 "E
:D
404 WETLANDS MAP
ALLIGATOR BAY PROJECT
CHADWICK ACRES ROAD
SNEADS FERRY, NC
D ALI
1"
UPLANDS
C1
vvvv
vvvv Z,
v
L4
(pROp) R
0W
LINE TABLE
LINE LENGTH BEARING
L1 2140 N7236'36 "W
L2 4288 N73 30'47 "W
L3 3115 N67'31'10 "W UPLANDS
L4 7119 S81'20'46 "E
L5 2808 545'15'50 "E
DETAIL L
1
v
C�
vvv
vvvv
vvvv a
vvvvv -
vvvvvv
vvvvvv
vvvvvvv
vvvvvvv
vvvvv w
vvvv
vvvv
rw
v v v v
vvvvv (A UPLANDS
vvvvvv
vvvvv
vvvvv
vvvvv �
vvvv L6 �
vvvvvvv
<'� vvvv
C70 �9
LINE TABLE
LINE LENGTH BEARING
L1 24 23 N55'15'40 "W
L2 24 31 N2239'S7 "W
L3 3010 NO6'42'53 "W
L4 26 75 N49'03'02 "W
L5 20 62 N25'1 0'28 "W
L6 19 82 S89 54'19 "W
L7 3217 S44'59'1 7 "W
L8 35 20 N41 09'00 "E
L9 29 82 N67'58'38 "E
L10 13 58 S76 53'41 "E
L11 14 63 S29'50'31 "E
L12 29 76 S44 07'43 "E
L13 25 73 S15'09'55 "E
L14 19 96 S69 26'26 "E
L15 50 01 515'12'25 "W
CLIENT DATE DRAWN
09/30/13 DF SHEET NO
FOCUS REALTY SCALE CHECKED 4
LAFAYETTE CA 1" =100' DDE
PROJECT NO rj
13130 OF
a
DETAIL G
1"=50'
i
S'
V
UPLANDS
v
v w
LINE TABLE
vvvv
vvvv
LINE LENGTH
BEARING
S62 39'38 "W
L1 661
516'58'47 "W
vvvv
vv vv
L2 6786
S3643'02 "W
vvvv
L3 2462
S7 2 38'05 "E
vvvv
L4 17 40
531'43'34 "W
vvv
L5 1721
S33'51'56 "W
16
L6 2327
S79'13'34 "W
L7 708
DETAIL J
1"=50'
UPLANDS
vv
vv
vvv
vvv in
� v v v
v
vvv a+
LINE TABLE
LINE LENGTH BEARING
L7 2885 S07'59'49 "W
L2 3343 SOS 06'59 "E
L3 2061 N27'47'59 "W
L4 2006 N3456'24 "W vvv
LS 1165 N13'12'04 "W
L6 1597 N10 45'15 "W L7
L7 2779 N89'39'43 "E
6740 Netherland7Drive, Swte A Wdmmgton, North a 28405
www gisspc coin
F ]®/� 9 10 799 0099VOic 11 �V 9 I O 799 3327 Fax
NCBELS Firm Number C -2b81
D A H
1" 50'
vvvv
vvvvvv
vvvvvv
vvvvvvv <�,
vvvvvvv
vvvvvvv �
M vvvvvvv v v
vvvvvvvvv
vvvvvvvvv
vvvvvvvv
vvvvvvvv
vvvvvvvv
vvvvvvvv
vvvvvvvo�
vvvvvvvv
vvvvvvvv
vvvvvvvv UPLANDS
vvvvvvvvv
vvvvvvvv
vvvvvvvv
vvvvvvvv°
vvvvvvvv
vvvvvvv
vvvvvvv v
-'vvvvvvv
L12
UPLANDS
LINE TABLE
LINE LENGTH BEARING
L1 18 62 3'39'27"
L2 3516 N04'43'38 "W
L3 6626 N04'25'41 "W
L4 2721 N58 42'31 "E
L5 2013 S47'20'OB "E
L6 28 83 S2844'03 °E
L7 813 S38'45'32 "E
LB 1373 S25'18'52'W
L9 4418 S08'07'09 "E
L10 2419 S11'02'09 °W
L11 1889 565'38'47 °W
L12 3192 58917'25 °W
3
DETAIL K
(PROP) 1 " =50'
CUL —DE —SAC
UPLANDS
L1
vvvvvvvv
vvvvvvvv <�
vvvvvvvvv
vvvvvvvvv<
vvvvvvvvv w
vvvvvvvv
vvvvvvv
vvvv
L6
LINE TABLE
LINE LENGTH BEARING
Li 4896 N86'36'09 "W
L2 1843 N30'33'22 "W
L3 720 N19'43'36 "W
L4 2010 N51'46'33 "E
L5 1699 N77'10'56 "E
L6 1747 N80'45'04 "E
L7 45 91 S13'56'54 "E
:D
404 WETLANDS MAP
ALLIGATOR BAY PROJECT
CHADWICK ACRES ROAD
SNEADS FERRY, NC
D ALI
1"
UPLANDS
C1
vvvv
vvvv Z,
v
L4
(pROp) R
0W
LINE TABLE
LINE LENGTH BEARING
L1 2140 N7236'36 "W
L2 4288 N73 30'47 "W
L3 3115 N67'31'10 "W UPLANDS
L4 7119 S81'20'46 "E
L5 2808 545'15'50 "E
DETAIL L
1
v
C�
vvv
vvvv
vvvv a
vvvvv -
vvvvvv
vvvvvv
vvvvvvv
vvvvvvv
vvvvv w
vvvv
vvvv
rw
v v v v
vvvvv (A UPLANDS
vvvvvv
vvvvv
vvvvv
vvvvv �
vvvv L6 �
vvvvvvv
<'� vvvv
C70 �9
LINE TABLE
LINE LENGTH BEARING
L1 24 23 N55'15'40 "W
L2 24 31 N2239'S7 "W
L3 3010 NO6'42'53 "W
L4 26 75 N49'03'02 "W
L5 20 62 N25'1 0'28 "W
L6 19 82 S89 54'19 "W
L7 3217 S44'59'1 7 "W
L8 35 20 N41 09'00 "E
L9 29 82 N67'58'38 "E
L10 13 58 S76 53'41 "E
L11 14 63 S29'50'31 "E
L12 29 76 S44 07'43 "E
L13 25 73 S15'09'55 "E
L14 19 96 S69 26'26 "E
L15 50 01 515'12'25 "W
CLIENT DATE DRAWN
09/30/13 DF SHEET NO
FOCUS REALTY SCALE CHECKED 4
LAFAYETTE CA 1" =100' DDE
PROJECT NO rj
13130 OF
a
S
S62 39'38 "W
UPLANDS
vv
vv
vvv
vvv in
� v v v
v
vvv a+
LINE TABLE
LINE LENGTH BEARING
L7 2885 S07'59'49 "W
L2 3343 SOS 06'59 "E
L3 2061 N27'47'59 "W
L4 2006 N3456'24 "W vvv
LS 1165 N13'12'04 "W
L6 1597 N10 45'15 "W L7
L7 2779 N89'39'43 "E
6740 Netherland7Drive, Swte A Wdmmgton, North a 28405
www gisspc coin
F ]®/� 9 10 799 0099VOic 11 �V 9 I O 799 3327 Fax
NCBELS Firm Number C -2b81
D A H
1" 50'
vvvv
vvvvvv
vvvvvv
vvvvvvv <�,
vvvvvvv
vvvvvvv �
M vvvvvvv v v
vvvvvvvvv
vvvvvvvvv
vvvvvvvv
vvvvvvvv
vvvvvvvv
vvvvvvvv
vvvvvvvo�
vvvvvvvv
vvvvvvvv
vvvvvvvv UPLANDS
vvvvvvvvv
vvvvvvvv
vvvvvvvv
vvvvvvvv°
vvvvvvvv
vvvvvvv
vvvvvvv v
-'vvvvvvv
L12
UPLANDS
LINE TABLE
LINE LENGTH BEARING
L1 18 62 3'39'27"
L2 3516 N04'43'38 "W
L3 6626 N04'25'41 "W
L4 2721 N58 42'31 "E
L5 2013 S47'20'OB "E
L6 28 83 S2844'03 °E
L7 813 S38'45'32 "E
LB 1373 S25'18'52'W
L9 4418 S08'07'09 "E
L10 2419 S11'02'09 °W
L11 1889 565'38'47 °W
L12 3192 58917'25 °W
3
DETAIL K
(PROP) 1 " =50'
CUL —DE —SAC
UPLANDS
L1
vvvvvvvv
vvvvvvvv <�
vvvvvvvvv
vvvvvvvvv<
vvvvvvvvv w
vvvvvvvv
vvvvvvv
vvvv
L6
LINE TABLE
LINE LENGTH BEARING
Li 4896 N86'36'09 "W
L2 1843 N30'33'22 "W
L3 720 N19'43'36 "W
L4 2010 N51'46'33 "E
L5 1699 N77'10'56 "E
L6 1747 N80'45'04 "E
L7 45 91 S13'56'54 "E
:D
404 WETLANDS MAP
ALLIGATOR BAY PROJECT
CHADWICK ACRES ROAD
SNEADS FERRY, NC
D ALI
1"
UPLANDS
C1
vvvv
vvvv Z,
v
L4
(pROp) R
0W
LINE TABLE
LINE LENGTH BEARING
L1 2140 N7236'36 "W
L2 4288 N73 30'47 "W
L3 3115 N67'31'10 "W UPLANDS
L4 7119 S81'20'46 "E
L5 2808 545'15'50 "E
DETAIL L
1
v
C�
vvv
vvvv
vvvv a
vvvvv -
vvvvvv
vvvvvv
vvvvvvv
vvvvvvv
vvvvv w
vvvv
vvvv
rw
v v v v
vvvvv (A UPLANDS
vvvvvv
vvvvv
vvvvv
vvvvv �
vvvv L6 �
vvvvvvv
<'� vvvv
C70 �9
LINE TABLE
LINE LENGTH BEARING
L1 24 23 N55'15'40 "W
L2 24 31 N2239'S7 "W
L3 3010 NO6'42'53 "W
L4 26 75 N49'03'02 "W
L5 20 62 N25'1 0'28 "W
L6 19 82 S89 54'19 "W
L7 3217 S44'59'1 7 "W
L8 35 20 N41 09'00 "E
L9 29 82 N67'58'38 "E
L10 13 58 S76 53'41 "E
L11 14 63 S29'50'31 "E
L12 29 76 S44 07'43 "E
L13 25 73 S15'09'55 "E
L14 19 96 S69 26'26 "E
L15 50 01 515'12'25 "W
CLIENT DATE DRAWN
09/30/13 DF SHEET NO
FOCUS REALTY SCALE CHECKED 4
LAFAYETTE CA 1" =100' DDE
PROJECT NO rj
13130 OF
a
LINE TABLE
LINE LENGTH BEARING
L7 2885 S07'59'49 "W
L2 3343 SOS 06'59 "E
L3 2061 N27'47'59 "W
L4 2006 N3456'24 "W vvv
LS 1165 N13'12'04 "W
L6 1597 N10 45'15 "W L7
L7 2779 N89'39'43 "E
6740 Netherland7Drive, Swte A Wdmmgton, North a 28405
www gisspc coin
F ]®/� 9 10 799 0099VOic 11 �V 9 I O 799 3327 Fax
NCBELS Firm Number C -2b81
D A H
1" 50'
vvvv
vvvvvv
vvvvvv
vvvvvvv <�,
vvvvvvv
vvvvvvv �
M vvvvvvv v v
vvvvvvvvv
vvvvvvvvv
vvvvvvvv
vvvvvvvv
vvvvvvvv
vvvvvvvv
vvvvvvvo�
vvvvvvvv
vvvvvvvv
vvvvvvvv UPLANDS
vvvvvvvvv
vvvvvvvv
vvvvvvvv
vvvvvvvv°
vvvvvvvv
vvvvvvv
vvvvvvv v
-'vvvvvvv
L12
UPLANDS
LINE TABLE
LINE LENGTH BEARING
L1 18 62 3'39'27"
L2 3516 N04'43'38 "W
L3 6626 N04'25'41 "W
L4 2721 N58 42'31 "E
L5 2013 S47'20'OB "E
L6 28 83 S2844'03 °E
L7 813 S38'45'32 "E
LB 1373 S25'18'52'W
L9 4418 S08'07'09 "E
L10 2419 S11'02'09 °W
L11 1889 565'38'47 °W
L12 3192 58917'25 °W
3
DETAIL K
(PROP) 1 " =50'
CUL —DE —SAC
UPLANDS
L1
vvvvvvvv
vvvvvvvv <�
vvvvvvvvv
vvvvvvvvv<
vvvvvvvvv w
vvvvvvvv
vvvvvvv
vvvv
L6
LINE TABLE
LINE LENGTH BEARING
Li 4896 N86'36'09 "W
L2 1843 N30'33'22 "W
L3 720 N19'43'36 "W
L4 2010 N51'46'33 "E
L5 1699 N77'10'56 "E
L6 1747 N80'45'04 "E
L7 45 91 S13'56'54 "E
:D
404 WETLANDS MAP
ALLIGATOR BAY PROJECT
CHADWICK ACRES ROAD
SNEADS FERRY, NC
D ALI
1"
UPLANDS
C1
vvvv
vvvv Z,
v
L4
(pROp) R
0W
LINE TABLE
LINE LENGTH BEARING
L1 2140 N7236'36 "W
L2 4288 N73 30'47 "W
L3 3115 N67'31'10 "W UPLANDS
L4 7119 S81'20'46 "E
L5 2808 545'15'50 "E
DETAIL L
1
v
C�
vvv
vvvv
vvvv a
vvvvv -
vvvvvv
vvvvvv
vvvvvvv
vvvvvvv
vvvvv w
vvvv
vvvv
rw
v v v v
vvvvv (A UPLANDS
vvvvvv
vvvvv
vvvvv
vvvvv �
vvvv L6 �
vvvvvvv
<'� vvvv
C70 �9
LINE TABLE
LINE LENGTH BEARING
L1 24 23 N55'15'40 "W
L2 24 31 N2239'S7 "W
L3 3010 NO6'42'53 "W
L4 26 75 N49'03'02 "W
L5 20 62 N25'1 0'28 "W
L6 19 82 S89 54'19 "W
L7 3217 S44'59'1 7 "W
L8 35 20 N41 09'00 "E
L9 29 82 N67'58'38 "E
L10 13 58 S76 53'41 "E
L11 14 63 S29'50'31 "E
L12 29 76 S44 07'43 "E
L13 25 73 S15'09'55 "E
L14 19 96 S69 26'26 "E
L15 50 01 515'12'25 "W
CLIENT DATE DRAWN
09/30/13 DF SHEET NO
FOCUS REALTY SCALE CHECKED 4
LAFAYETTE CA 1" =100' DDE
PROJECT NO rj
13130 OF
a
6740 Netherland7Drive, Swte A Wdmmgton, North a 28405
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NCBELS Firm Number C -2b81
D A H
1" 50'
vvvv
vvvvvv
vvvvvv
vvvvvvv <�,
vvvvvvv
vvvvvvv �
M vvvvvvv v v
vvvvvvvvv
vvvvvvvvv
vvvvvvvv
vvvvvvvv
vvvvvvvv
vvvvvvvv
vvvvvvvo�
vvvvvvvv
vvvvvvvv
vvvvvvvv UPLANDS
vvvvvvvvv
vvvvvvvv
vvvvvvvv
vvvvvvvv°
vvvvvvvv
vvvvvvv
vvvvvvv v
-'vvvvvvv
L12
UPLANDS
LINE TABLE
LINE LENGTH BEARING
L1 18 62 3'39'27"
L2 3516 N04'43'38 "W
L3 6626 N04'25'41 "W
L4 2721 N58 42'31 "E
L5 2013 S47'20'OB "E
L6 28 83 S2844'03 °E
L7 813 S38'45'32 "E
LB 1373 S25'18'52'W
L9 4418 S08'07'09 "E
L10 2419 S11'02'09 °W
L11 1889 565'38'47 °W
L12 3192 58917'25 °W
3
DETAIL K
(PROP) 1 " =50'
CUL —DE —SAC
UPLANDS
L1
vvvvvvvv
vvvvvvvv <�
vvvvvvvvv
vvvvvvvvv<
vvvvvvvvv w
vvvvvvvv
vvvvvvv
vvvv
L6
LINE TABLE
LINE LENGTH BEARING
Li 4896 N86'36'09 "W
L2 1843 N30'33'22 "W
L3 720 N19'43'36 "W
L4 2010 N51'46'33 "E
L5 1699 N77'10'56 "E
L6 1747 N80'45'04 "E
L7 45 91 S13'56'54 "E
:D
404 WETLANDS MAP
ALLIGATOR BAY PROJECT
CHADWICK ACRES ROAD
SNEADS FERRY, NC
D ALI
1"
UPLANDS
C1
vvvv
vvvv Z,
v
L4
(pROp) R
0W
LINE TABLE
LINE LENGTH BEARING
L1 2140 N7236'36 "W
L2 4288 N73 30'47 "W
L3 3115 N67'31'10 "W UPLANDS
L4 7119 S81'20'46 "E
L5 2808 545'15'50 "E
DETAIL L
1
v
C�
vvv
vvvv
vvvv a
vvvvv -
vvvvvv
vvvvvv
vvvvvvv
vvvvvvv
vvvvv w
vvvv
vvvv
rw
v v v v
vvvvv (A UPLANDS
vvvvvv
vvvvv
vvvvv
vvvvv �
vvvv L6 �
vvvvvvv
<'� vvvv
C70 �9
LINE TABLE
LINE LENGTH BEARING
L1 24 23 N55'15'40 "W
L2 24 31 N2239'S7 "W
L3 3010 NO6'42'53 "W
L4 26 75 N49'03'02 "W
L5 20 62 N25'1 0'28 "W
L6 19 82 S89 54'19 "W
L7 3217 S44'59'1 7 "W
L8 35 20 N41 09'00 "E
L9 29 82 N67'58'38 "E
L10 13 58 S76 53'41 "E
L11 14 63 S29'50'31 "E
L12 29 76 S44 07'43 "E
L13 25 73 S15'09'55 "E
L14 19 96 S69 26'26 "E
L15 50 01 515'12'25 "W
CLIENT DATE DRAWN
09/30/13 DF SHEET NO
FOCUS REALTY SCALE CHECKED 4
LAFAYETTE CA 1" =100' DDE
PROJECT NO rj
13130 OF
a
LINE TABLE
LINE LENGTH BEARING
L1 18 62 3'39'27"
L2 3516 N04'43'38 "W
L3 6626 N04'25'41 "W
L4 2721 N58 42'31 "E
L5 2013 S47'20'OB "E
L6 28 83 S2844'03 °E
L7 813 S38'45'32 "E
LB 1373 S25'18'52'W
L9 4418 S08'07'09 "E
L10 2419 S11'02'09 °W
L11 1889 565'38'47 °W
L12 3192 58917'25 °W
3
DETAIL K
(PROP) 1 " =50'
CUL —DE —SAC
UPLANDS
L1
vvvvvvvv
vvvvvvvv <�
vvvvvvvvv
vvvvvvvvv<
vvvvvvvvv w
vvvvvvvv
vvvvvvv
vvvv
L6
LINE TABLE
LINE LENGTH BEARING
Li 4896 N86'36'09 "W
L2 1843 N30'33'22 "W
L3 720 N19'43'36 "W
L4 2010 N51'46'33 "E
L5 1699 N77'10'56 "E
L6 1747 N80'45'04 "E
L7 45 91 S13'56'54 "E
:D
404 WETLANDS MAP
ALLIGATOR BAY PROJECT
CHADWICK ACRES ROAD
SNEADS FERRY, NC
D ALI
1"
UPLANDS
C1
vvvv
vvvv Z,
v
L4
(pROp) R
0W
LINE TABLE
LINE LENGTH BEARING
L1 2140 N7236'36 "W
L2 4288 N73 30'47 "W
L3 3115 N67'31'10 "W UPLANDS
L4 7119 S81'20'46 "E
L5 2808 545'15'50 "E
DETAIL L
1
v
C�
vvv
vvvv
vvvv a
vvvvv -
vvvvvv
vvvvvv
vvvvvvv
vvvvvvv
vvvvv w
vvvv
vvvv
rw
v v v v
vvvvv (A UPLANDS
vvvvvv
vvvvv
vvvvv
vvvvv �
vvvv L6 �
vvvvvvv
<'� vvvv
C70 �9
LINE TABLE
LINE LENGTH BEARING
L1 24 23 N55'15'40 "W
L2 24 31 N2239'S7 "W
L3 3010 NO6'42'53 "W
L4 26 75 N49'03'02 "W
L5 20 62 N25'1 0'28 "W
L6 19 82 S89 54'19 "W
L7 3217 S44'59'1 7 "W
L8 35 20 N41 09'00 "E
L9 29 82 N67'58'38 "E
L10 13 58 S76 53'41 "E
L11 14 63 S29'50'31 "E
L12 29 76 S44 07'43 "E
L13 25 73 S15'09'55 "E
L14 19 96 S69 26'26 "E
L15 50 01 515'12'25 "W
CLIENT DATE DRAWN
09/30/13 DF SHEET NO
FOCUS REALTY SCALE CHECKED 4
LAFAYETTE CA 1" =100' DDE
PROJECT NO rj
13130 OF
a
DETAIL K
(PROP) 1 " =50'
CUL —DE —SAC
UPLANDS
L1
vvvvvvvv
vvvvvvvv <�
vvvvvvvvv
vvvvvvvvv<
vvvvvvvvv w
vvvvvvvv
vvvvvvv
vvvv
L6
LINE TABLE
LINE LENGTH BEARING
Li 4896 N86'36'09 "W
L2 1843 N30'33'22 "W
L3 720 N19'43'36 "W
L4 2010 N51'46'33 "E
L5 1699 N77'10'56 "E
L6 1747 N80'45'04 "E
L7 45 91 S13'56'54 "E
:D
404 WETLANDS MAP
ALLIGATOR BAY PROJECT
CHADWICK ACRES ROAD
SNEADS FERRY, NC
D ALI
1"
UPLANDS
C1
vvvv
vvvv Z,
v
L4
(pROp) R
0W
LINE TABLE
LINE LENGTH BEARING
L1 2140 N7236'36 "W
L2 4288 N73 30'47 "W
L3 3115 N67'31'10 "W UPLANDS
L4 7119 S81'20'46 "E
L5 2808 545'15'50 "E
DETAIL L
1
v
C�
vvv
vvvv
vvvv a
vvvvv -
vvvvvv
vvvvvv
vvvvvvv
vvvvvvv
vvvvv w
vvvv
vvvv
rw
v v v v
vvvvv (A UPLANDS
vvvvvv
vvvvv
vvvvv
vvvvv �
vvvv L6 �
vvvvvvv
<'� vvvv
C70 �9
LINE TABLE
LINE LENGTH BEARING
L1 24 23 N55'15'40 "W
L2 24 31 N2239'S7 "W
L3 3010 NO6'42'53 "W
L4 26 75 N49'03'02 "W
L5 20 62 N25'1 0'28 "W
L6 19 82 S89 54'19 "W
L7 3217 S44'59'1 7 "W
L8 35 20 N41 09'00 "E
L9 29 82 N67'58'38 "E
L10 13 58 S76 53'41 "E
L11 14 63 S29'50'31 "E
L12 29 76 S44 07'43 "E
L13 25 73 S15'09'55 "E
L14 19 96 S69 26'26 "E
L15 50 01 515'12'25 "W
CLIENT DATE DRAWN
09/30/13 DF SHEET NO
FOCUS REALTY SCALE CHECKED 4
LAFAYETTE CA 1" =100' DDE
PROJECT NO rj
13130 OF
a
LINE TABLE
LINE LENGTH BEARING
Li 4896 N86'36'09 "W
L2 1843 N30'33'22 "W
L3 720 N19'43'36 "W
L4 2010 N51'46'33 "E
L5 1699 N77'10'56 "E
L6 1747 N80'45'04 "E
L7 45 91 S13'56'54 "E
:D
404 WETLANDS MAP
ALLIGATOR BAY PROJECT
CHADWICK ACRES ROAD
SNEADS FERRY, NC
D ALI
1"
UPLANDS
C1
vvvv
vvvv Z,
v
L4
(pROp) R
0W
LINE TABLE
LINE LENGTH BEARING
L1 2140 N7236'36 "W
L2 4288 N73 30'47 "W
L3 3115 N67'31'10 "W UPLANDS
L4 7119 S81'20'46 "E
L5 2808 545'15'50 "E
DETAIL L
1
v
C�
vvv
vvvv
vvvv a
vvvvv -
vvvvvv
vvvvvv
vvvvvvv
vvvvvvv
vvvvv w
vvvv
vvvv
rw
v v v v
vvvvv (A UPLANDS
vvvvvv
vvvvv
vvvvv
vvvvv �
vvvv L6 �
vvvvvvv
<'� vvvv
C70 �9
LINE TABLE
LINE LENGTH BEARING
L1 24 23 N55'15'40 "W
L2 24 31 N2239'S7 "W
L3 3010 NO6'42'53 "W
L4 26 75 N49'03'02 "W
L5 20 62 N25'1 0'28 "W
L6 19 82 S89 54'19 "W
L7 3217 S44'59'1 7 "W
L8 35 20 N41 09'00 "E
L9 29 82 N67'58'38 "E
L10 13 58 S76 53'41 "E
L11 14 63 S29'50'31 "E
L12 29 76 S44 07'43 "E
L13 25 73 S15'09'55 "E
L14 19 96 S69 26'26 "E
L15 50 01 515'12'25 "W
CLIENT DATE DRAWN
09/30/13 DF SHEET NO
FOCUS REALTY SCALE CHECKED 4
LAFAYETTE CA 1" =100' DDE
PROJECT NO rj
13130 OF
a
404 WETLANDS MAP
ALLIGATOR BAY PROJECT
CHADWICK ACRES ROAD
SNEADS FERRY, NC
D ALI
1"
UPLANDS
C1
vvvv
vvvv Z,
v
L4
(pROp) R
0W
LINE TABLE
LINE LENGTH BEARING
L1 2140 N7236'36 "W
L2 4288 N73 30'47 "W
L3 3115 N67'31'10 "W UPLANDS
L4 7119 S81'20'46 "E
L5 2808 545'15'50 "E
DETAIL L
1
v
C�
vvv
vvvv
vvvv a
vvvvv -
vvvvvv
vvvvvv
vvvvvvv
vvvvvvv
vvvvv w
vvvv
vvvv
rw
v v v v
vvvvv (A UPLANDS
vvvvvv
vvvvv
vvvvv
vvvvv �
vvvv L6 �
vvvvvvv
<'� vvvv
C70 �9
LINE TABLE
LINE LENGTH BEARING
L1 24 23 N55'15'40 "W
L2 24 31 N2239'S7 "W
L3 3010 NO6'42'53 "W
L4 26 75 N49'03'02 "W
L5 20 62 N25'1 0'28 "W
L6 19 82 S89 54'19 "W
L7 3217 S44'59'1 7 "W
L8 35 20 N41 09'00 "E
L9 29 82 N67'58'38 "E
L10 13 58 S76 53'41 "E
L11 14 63 S29'50'31 "E
L12 29 76 S44 07'43 "E
L13 25 73 S15'09'55 "E
L14 19 96 S69 26'26 "E
L15 50 01 515'12'25 "W
CLIENT DATE DRAWN
09/30/13 DF SHEET NO
FOCUS REALTY SCALE CHECKED 4
LAFAYETTE CA 1" =100' DDE
PROJECT NO rj
13130 OF
a
LINE TABLE
LINE LENGTH BEARING
L1 2140 N7236'36 "W
L2 4288 N73 30'47 "W
L3 3115 N67'31'10 "W UPLANDS
L4 7119 S81'20'46 "E
L5 2808 545'15'50 "E
DETAIL L
1
v
C�
vvv
vvvv
vvvv a
vvvvv -
vvvvvv
vvvvvv
vvvvvvv
vvvvvvv
vvvvv w
vvvv
vvvv
rw
v v v v
vvvvv (A UPLANDS
vvvvvv
vvvvv
vvvvv
vvvvv �
vvvv L6 �
vvvvvvv
<'� vvvv
C70 �9
LINE TABLE
LINE LENGTH BEARING
L1 24 23 N55'15'40 "W
L2 24 31 N2239'S7 "W
L3 3010 NO6'42'53 "W
L4 26 75 N49'03'02 "W
L5 20 62 N25'1 0'28 "W
L6 19 82 S89 54'19 "W
L7 3217 S44'59'1 7 "W
L8 35 20 N41 09'00 "E
L9 29 82 N67'58'38 "E
L10 13 58 S76 53'41 "E
L11 14 63 S29'50'31 "E
L12 29 76 S44 07'43 "E
L13 25 73 S15'09'55 "E
L14 19 96 S69 26'26 "E
L15 50 01 515'12'25 "W
CLIENT DATE DRAWN
09/30/13 DF SHEET NO
FOCUS REALTY SCALE CHECKED 4
LAFAYETTE CA 1" =100' DDE
PROJECT NO rj
13130 OF
a
DETAIL L
1
v
C�
vvv
vvvv
vvvv a
vvvvv -
vvvvvv
vvvvvv
vvvvvvv
vvvvvvv
vvvvv w
vvvv
vvvv
rw
v v v v
vvvvv (A UPLANDS
vvvvvv
vvvvv
vvvvv
vvvvv �
vvvv L6 �
vvvvvvv
<'� vvvv
C70 �9
LINE TABLE
LINE LENGTH BEARING
L1 24 23 N55'15'40 "W
L2 24 31 N2239'S7 "W
L3 3010 NO6'42'53 "W
L4 26 75 N49'03'02 "W
L5 20 62 N25'1 0'28 "W
L6 19 82 S89 54'19 "W
L7 3217 S44'59'1 7 "W
L8 35 20 N41 09'00 "E
L9 29 82 N67'58'38 "E
L10 13 58 S76 53'41 "E
L11 14 63 S29'50'31 "E
L12 29 76 S44 07'43 "E
L13 25 73 S15'09'55 "E
L14 19 96 S69 26'26 "E
L15 50 01 515'12'25 "W
CLIENT DATE DRAWN
09/30/13 DF SHEET NO
FOCUS REALTY SCALE CHECKED 4
LAFAYETTE CA 1" =100' DDE
PROJECT NO rj
13130 OF
a
LINE TABLE
LINE LENGTH BEARING
L1 24 23 N55'15'40 "W
L2 24 31 N2239'S7 "W
L3 3010 NO6'42'53 "W
L4 26 75 N49'03'02 "W
L5 20 62 N25'1 0'28 "W
L6 19 82 S89 54'19 "W
L7 3217 S44'59'1 7 "W
L8 35 20 N41 09'00 "E
L9 29 82 N67'58'38 "E
L10 13 58 S76 53'41 "E
L11 14 63 S29'50'31 "E
L12 29 76 S44 07'43 "E
L13 25 73 S15'09'55 "E
L14 19 96 S69 26'26 "E
L15 50 01 515'12'25 "W
CLIENT DATE DRAWN
09/30/13 DF SHEET NO
FOCUS REALTY SCALE CHECKED 4
LAFAYETTE CA 1" =100' DDE
PROJECT NO rj
13130 OF
a
CLIENT DATE DRAWN
09/30/13 DF SHEET NO
FOCUS REALTY SCALE CHECKED 4
LAFAYETTE CA 1" =100' DDE
PROJECT NO rj
13130 OF
a

DETAIL M
1 " =50'
LINE TABLE
BEARING
2445
S66'15'31 "W
6 99
S71'53'O6 "W
RLENGTH
12 81
S37'30'53 "W
7 77
S15'49'26 "E
20 46
N71'40'49 °W UPLANDS
425
S89'47'0
�2
v
L v
<S A.
6740 Netherlands Drive Suite A
Wilmington, North Carolina 28405
wwv g�zspc com
gcoj�71JPVEYOP5 f}n®� %ID/%"� 9I O 799 0099 VoKe
(LJl 11 l�! 9 I 0 799 3327 Fez NCBELS fi
rm Number C -2881
404 WETLANDS MAP
ALLIGATOR BAY PROJECT
CHADWICK ACRES ROAD
SNEADS FERRY, NC.
LINE TABLE
LINE LENGTH BEARING
Lt 20 66 S12'00'59 "W
NL2 28 21 S31'37'20 "W
27 35 S33'15'36 "E
22 55 S03'53'24 "W
25 56 S44'OB'38 "W
30 37 S49'58'S9 "W
14 42 S5535'38 "W
2101 N86'50'37 "W
L9 4765 N00'02'01 "W
L10 2893 N38'00'52 "E
L11 2146 N59'00'33 "E
L72 3019 N34'50'48 "E
L13 3844 N42'49'31 "E
L14 3721 S71 02'13 "W
L75 1966 N88'12'28 "W
L16 1784 N22'06'28 "W
L17 1277 S78'36'39 "E
L18 26 03 N62'53'37 "E
L19 2956
DETAIL N
1 " =50'
L8
��vvvv
vvvv
�6 vvvvvv
vvvvvvv
vvvvvvvvv
vvvvvvvvv
�h vvvvvvvvvv
vvvvvvvvvv
vvvvvvvvvvvv
vvvvvvvvvvvv UPLANDS
vvvvvvvvvvvv
_j vvvvvvvvvvv
vvvvvvvvvvv
vvvvvvvvvv "
vvvvvvvv
vvvvvv
vvvvv V11
vvvv
vv
� vv
vv
vv
vv
v �
(PROP )
CUL -DE -SAC
UPLANDS
L15
4 17 17
S61 00'45 "E :D
DATE DRAWN
09/30/13 DF SHEET NO
FOCUS REALTY
&:::� CHECKED WF-
CLIENT.
vvvvvv ��
vvvvvvvvv°'
vvv v vv
UPLANDS 7-
LAFAYE TTE CA 0' DDE 30
6 "W
rm Number C -2881
404 WETLANDS MAP
ALLIGATOR BAY PROJECT
CHADWICK ACRES ROAD
SNEADS FERRY, NC.
LINE TABLE
LINE LENGTH BEARING
Lt 20 66 S12'00'59 "W
NL2 28 21 S31'37'20 "W
27 35 S33'15'36 "E
22 55 S03'53'24 "W
25 56 S44'OB'38 "W
30 37 S49'58'S9 "W
14 42 S5535'38 "W
2101 N86'50'37 "W
L9 4765 N00'02'01 "W
L10 2893 N38'00'52 "E
L11 2146 N59'00'33 "E
L72 3019 N34'50'48 "E
L13 3844 N42'49'31 "E
L14 3721 S71 02'13 "W
L75 1966 N88'12'28 "W
L16 1784 N22'06'28 "W
L17 1277 S78'36'39 "E
L18 26 03 N62'53'37 "E
L19 2956
DETAIL N
1 " =50'
L8
��vvvv
vvvv
�6 vvvvvv
vvvvvvv
vvvvvvvvv
vvvvvvvvv
�h vvvvvvvvvv
vvvvvvvvvv
vvvvvvvvvvvv
vvvvvvvvvvvv UPLANDS
vvvvvvvvvvvv
_j vvvvvvvvvvv
vvvvvvvvvvv
vvvvvvvvvv "
vvvvvvvv
vvvvvv
vvvvv V11
vvvv
vv
� vv
vv
vv
vv
v �
(PROP )
CUL -DE -SAC
UPLANDS
L15
4 17 17
S61 00'45 "E :D
DATE DRAWN
09/30/13 DF SHEET NO
FOCUS REALTY
&:::� CHECKED WF-
CLIENT.
vvvvvv ��
vvvvvvvvv°'
vvv v vv
UPLANDS 7-
LAFAYE TTE CA 0' DDE 30
vvvvvv ��
vvvvvvvvv°'
vvv v vv
UPLANDS 7-
LAFAYE TTE CA 0' DDE 30