20160851 Ver 1_Application_20160831

5outllern Environmental Group, Inc.
5515 Jouth College Road, juite 1_ • Wilmington, North Carolina 28412
910.452.271 1 • Fax: [phone] • [e-mail] • www.segi.us
25 August 2016
Electronic Mail
Mr. John Policarpo
US Army Corps of Engineers
Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, NC 28403
John.N.Policarpokusace. army.mil
Mr. Chad Coburn
NC Division of Water Resources 401 Unit
127 Cardinal Drive Extension
Wilmington, NC 28405
Chad.cobumgncdenr. ov
RE: Pre -Construction Notification
[SEGi Project #: 16-027.011
Proposed Round Tree Ridge Subdivision
Lehigh Road, Federal Point Township, New Hanover County, North Carolina
Dear John,
Southern Environmental Group, Inc. (SEGi) has been retained by Round Tree Ridge, LLC (herein referred to as
"Applicant") to submit the attached Pre -Construction Notification (PCN), in order to obtain the US Department
of the Army's approval to utilize Nationwide Permit 29 and Division of Water Resources corresponding General
Certification, at the proposed Round Tree Ridge subdivision, in New Hanover County, North Carolina.
The fill of 0.15 acre of forested Section 404 wetlands is necessary to facilitate the construction of Lot 27. In
addition, 0.07 acre of the RPW will be filled to facilitate the construction of three (3) roads that will provide
access to the subdivision and to the lots within the subdivision. In total, 0.22 acre of USACE Section 404
wetlands and waters will be permanently impacted. The Applicant proposes to mitigate for the impacts through
payment to the Cape Fear Umbrella Mitigation Bank.
It is my sincere hope that the information found within and attached to this correspondence will allow the
USACE to process the approval request, and the authorization will be issued. However, if you find you need
additional information, please do not hesitate to contact me at either 910.228.1841 or email me at
dlutheran&segi.us.
As always, thank you both, for your time and assistance with this project. We look forward to hearing from you.
Sincerely,
Dana A. Lutheran
Regulatory Specialist/Project Manager
Enclosures: Attachment 1 — Round Tree Ridge Pre -Construction Notification and Accompanying
Appendices
cc: Ms. Karen Higgens — Division of Water Resources 401 & Buffer Unit Raleigh (3 copies and $240 filing
fee)

C7��k VJ A xE9°G
olqiiii� c
Office Use Only
Corps action ID no.
DWR project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
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
1d.
Type(s) of approval sought from the DWR (check all that apply):
®401 Water Quality Certification — Regular ❑Non -404 Jurisdictional General Permit
7401 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 DWR
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
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑Yes ®No
2.
Project Information
2a.
Name of project:
Round Tree Ridge Subdivision
2b.
County:
New Hanover
2c.
Nearest municipality/ town:
Federal Point Township
2d.
Subdivision name:
NA
2e.
NCDOT only, T.I.P. or state project no:
NA
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Round Tree Ridge LLC (see Appendix A)
3b.
Deed Book and Page No.
5990/0550
3c.
Responsible Party (for LLC if applicable):
Mr. Tom Smith (see Appendix B)
3d.
Street address:
3907-100 Wrightsville Ave
3e.
City, state, zip:
Wilmington, NC 28403
3f.
Telephone no.:
914.562.4511
3g.
Fax no.:
NA
3h.
Email address:
trsmithms()gmail.com

4.
Applicant Information (if different from owner) -
1a. Property identification no. (tax PIN or parcel ID):
4a.
Applicant is:
❑Agent ❑Other, specify:
4b.
Name:
2. Surface Waters
4c.
Business name (if applicable):
Lords Creek
4d.
Street address:
2c. River basin:
4e.
City, state, zip:
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
4f.
Telephone no.:
3b. List the total estimated acreage of all existing wetlands on the property: -3,160 linear feet of RPW and 0.20 acre forested
4g.
Fax no.:
3d. Explain the purpose of the proposed project:
4h.
Email address:
southern tract. With this work, three (3) relatively permanent waters (RPW/ditches) will need to be piped. Also, due to the
5.
Agent/Consultant Information (if applicable)
3e. Describe the overall project in detail, including the type of equipment to be used:
5a.
Name:
Dana Lutheran (see Attachment 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.:
910.452.2711
5f.
Fax no.:
910.452.2899
5g.
Email address:
[e-mail]
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
R08200-001-005-000, R08200-001-005-001 (see Appendix A)
1 b. Site coordinates (in decimal degrees):
Latitude: 34.08272 IN Longitude: 77.90647 °W
1 c. Property size:
19.39 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Lords Creek
2b. Water Quality Classification of nearest receiving water:
C;Sw Stream Index 18-84
2c. River basin:
Cape Fear -03030005
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:
The site is undeveloped. Residential is the general land use in the vicinity.
3b. List the total estimated acreage of all existing wetlands on the property: -3,160 linear feet of RPW and 0.20 acre forested
wetland
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: NA
3d. Explain the purpose of the proposed project:
The purpose of this project is to construct a residential subdivision, with associated utilities and infrastructure. This will entail
extending Lehigh Road and Ridley Drive, as well as construct a road that will provide future connection to the adjacent
southern tract. With this work, three (3) relatively permanent waters (RPW/ditches) will need to be piped. Also, due to the
steep drop in elevation on Lot 27, the discharge of clean earthen fill into the forested wetland, at the back of the lot, is needed to
provide sufficient building pad for the future dwelling. (see Appendix D for details).
3e. Describe the overall project in detail, including the type of equipment to be used:
The project consists of piping the three (3) RPWs and filling a portion of a small forested wetland. Dump trucks, excavator,
and a bulldozer will be utilized to install culverts and grade the clean earthen fill to a specified elevation and 3:1 slope (see
Appendix D for details).
4. Jurisdictional Determinations

4a. Have jurisdictional wetland or stream determinations
®Yes E] No ❑Unknown
by the Corps or State been requested or obtained
Comments:
for this property / project (including all prior phases)
4c.
in the past?
4e.
4b. If the Corps made the jurisdictional determination,
®Preliminary ❑Final
what type of determination was made?
2d.
Forested
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company:
Name (if known): David Scibetta
SEGi
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
This site was verified on , by John Policarpo. At the time this permit application was being prepared, a
Jurisdictional Determination had not been received by SEGI's office.
5. Project History
5a. Have permits or certifications been requested or
❑Yes ®No ❑Unknown
obtained for this project (including all prior phases) in
B
the past?
Road Crossing
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑Yes ®No
6b. If yes, explain.
NA
C. Proposed Impacts Inventory
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S.
1. Impacts Summary
4a.
1 a. Which sections were completed below for your project (check all that apply):
❑Wetlands ❑Streams -tributaries ❑Buffers ❑Open Waters ❑Pond Construction
4c.
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
4e.
2a.
Wetland 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 DWR (401,
other)
2f.
Area of impact
(acres)
A (P)
Lot fill
Pocosin
Yes
USACE 404
6428 SF / 0.15 AC
2g. Total Permanent Wetland Impacts:
6428 SF / 0.15 AC
2h. Comments: Please see Appendix D for details of the impact areas.
B
3. Stream Impacts
Road Crossing
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)
3h. Total stream and tributary impacts
NA
3i. Comments:
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.
4b.
4c.
4d.
4e.
Open water impact number
Permanent (P) or
Name of water body
Type of impact
Water body type
Area of impact (acres)
Temporary (T)
(if applicable)
B
RPW
Road Crossing
RPW
450 SF / 0.01 AC
C
RPW
Road Crossing
RPW
372 SF / 0.01 AC

D
RPW
Road Crossing
RPW
2320 SF / 0.05 AC
4f. Total open water impacts
3142 SF /0.07 AC
4g. Comments: Please see Appendix D for details of the impact areas.
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Pond ID number
Proposed use or
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
purpose of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
5f. Total:
NA
5g. Comments:
5h. Is a dam high hazard permit required?
❑Yes ❑No If yes, permit ID no: NA
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWR)
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.
6c.
6d.
6e.
6f.
6g.
Buffer Impact number-
Reason for impact
Stream name
Buffer Mitigation
Zone 1 impact
Zone 2 impact
Permanent (P) or
required?
(square feet)
(square feet)
Temporary (T)
B1
6h. Total Buffer Impacts:
NA
6i. 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.
Work within the RPWs will only take place during dry times. This should reduce the potential for sediment to be carried
outside the proposed impact limits. The Applicant explored installing a retaining wall, to minimize the impact to the forested
wetland. According to the Applicant, the retaining wall would be 14 ft high and would require structural footings. The safety
issue of having a 14 ft high wall, with children around, plus the enormous costs of that wall made it impractical. Avoiding the
wetlands makes the lot un-buildable because the slope would have to start well inside the building pad. This solution allows
for a natural vegetative 3:1 slope, which is required as part of the soil and erosion control plan.
2b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Sediment and erosion control best management practices will be utilized during the construction of the access road. Work
within the ditches will only take place during dry periods.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
The Applicant proposes to offset the loss of function that is anticipated to occur as a result of filling 0.15-acre of forested, non-
riparian wetland, by making payment to the Cape Fear Umbrella Mitigation Bank (CFUMB).
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):
❑DWR ®Corps
2c. If yes, which mitigation option will be used for this
®Mitigation bank
project?
❑Payment to in-lieu fee program
❑Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank

3a. Name of Mitigation Bank: CFUMB
3b. Credits Purchased (attach receipt and letter)
Type: Non -riparian
Quantity: 0.30 Acre
3c. Comments: A copy of the reservation letter will be provided once the USACE has approved the mitigation plan.
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:
1.5
4d. Buffer mitigation requested (DWR only):
4e. Riparian wetland mitigation requested:
NA
4f. Non -riparian wetland mitigation requested:
6h. Comments:
4g. Coastal (tidal) wetland mitigation requested:
1. Diffuse Flow Plan
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.
NA
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWR
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.
Zone
6c. 6d.
Reason for impact Total impact Multiplier
(square feet)
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
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 DEMLR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within
one of the NC Riparian Buffer Protection Rules?
❑Yes ®No
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
The site is within the Cape Fear River
Basin
2. Stormwater Management Plan
2a. What is the overall percent of impervious area of this project?
2b. Does the project require a Stormwater Management Plan?
®Yes ❑No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: NA
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
This is a high density subdivision, which consists of collector pipes with two wet ponds. Pond 1 will be constructed to treat runoff
from 125,200 sf of built upon area, and Pond 2 will treat runoff from 177,520 SF of built upon area.
2e. Who will be responsible for the review of the Stormwater Management Plan?
NC DENR

3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
New Hanover County
3b.
Which of the following locally -implemented stormwater management programs apply
El Phase I I ❑NSW USMP
❑Water Supply Watershed
(check all that apply):
®Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been attached?
❑Yes ®No
4.
DEMLR Stormwater Program Review
4a.
Which of the following state -implemented stormwater management
® Coastal counties ❑ HQW ❑ ORW
programs
apply (check all that apply):
❑ Session
Law 2006-246 ❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval
❑Yes ®No
been attached? The project has been assigned SW8 160717
5.
DWR 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 (DWR Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the use of
❑Yes ®No
public (federal/state) land?
1 b.
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 (North
❑Yes [:]No
Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
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.)
❑Yes ❑No
Comments:
2.
Violations (DWR Requirement)
2a.
Is the site in violation of DWR Wetland Rules (15A NCAC 2H.0500), Isolated Wetland
Rules (15A NCAC 2H.1300), DWR Surface Water or Wetland Standards, or Riparian
❑Yes ®No
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)
3.
Cumulative Impacts (DWR 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 DWR policy. If you answered "no," provide a short narrative description.
SEGi is not aware of any impacts to wetlands associated with the existing development on Lehigh Road. The proposed
development
is not part of a phased project and future impacts are not anticipated. The
installation of S&EC and stormwater
management systems should ensure unauthorized impacts to wetland s or waters do not take place.
4.
Sewage Disposal (DWR 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.
Sewer
is provided by Aqua.
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.

5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
SEGi utilized their knowledge of the area as well as the Natural Heritage Database to verify this assessment. The Northern Lon
Eared Bat (insert species) is listed as a species of concern in New Hanover County. There are no other occurrences noted, within
the search area (see Attachment E).
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 (EFH)?
The site is not located on a waterbody that would support 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 Historic Trust
❑Yes ®No
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?
SEGi utilized the history of the property to make this determination.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑Yes ®No
8b. If yes, explain how project meets FEMA requirements:
NA
8c. What source(s) did you use to make the floodplain determination?
New Hanover County GIS Portal (see Appendix F).
"f1
Dana A. Lutheran (SEGi)-----
Applicant/Agent's Printed Name
25 AuEust 2016
Date
-----
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided.)

Round Tree Ridge PCN 8-25-j 5�G1
.S�.G
Appendix A
New Hanover County GIS Parcel Information

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April 12, 2016
• address
municipal limits
roads
parcels
1:4,000
0 0.0325 0.065 0.13 mi
0 0.05 0.1 0.2 km
NHC GIS
NH C GI S Se rvice s
New Hanover County, NC

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April 12,2016 1:4,000
00.0325 0.065 0.13 mi
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0 0.05 0.1 0.2 km
municipal limits
roads
parcels NHC GIS
NH CGIS Services
New Hanover County, NC

PARID: R08200-001-005-001
HEARNE PROPERTIES INC
Parcel
Alt ID
Address
Unit
City
Zip Code
Neighborhood
Class
Land Use Code
Living Units
Acres
Zoning
7170 CAROLINA BEACH RD
313213.12.5842.000
7170 CAROLINA BEACH RD
WI LM I NGTON
B7C10
COM -Commercial
958 -Unused Land
.75
R -15 -RESIDENTIAL DISTRICT
Legal
Legal Description WELL SITE LEHIGH EST
Tax District FD
Owners
Owner
HEARNE PROPERTIES INC
City
WILMINGTON
State
NC
Country
Zip
28403
IIS � _ �[.y�ti ►] �if���lii[:

PARID: R08200-001-005-000
HEARNE PROPERTIES INC ETAL
Parcel
Alt ID
Address
Unit
City
Zip Code
Neighborhood
Class
Land Use Code
Living Units
Acres
Zoning
Legal
313213.12.3966.000
7170 CAROLINA BEACH RD
WI LM I NGTON
B7C10
RES -Residential
958 -Unused Land
18.64
R -15 -RESIDENTIAL DISTRICT
7170 CAROLINA BEACH RD
Legal Description ( 19.00 ACRES) APT BENDER & PT KEVES
Tax District FD
Owners
Owner
HEARNE PROPERTIES INC ETAL
City
WILMINGTON
State
NC
Country
Zip
28403
IISS _ "RS9,09►] TIrQ10*

PARID: R08200-001-005-000
ROUND TREE RIDGE LLC
Sales
7170 CAROLINA BEACH RD
Sale Date Sale Grantee Grantor Book Page Sale
PriKey
01 -AUG -16 $600,000 ROUND TREE RIDGE LLC HEARNE PROPERTIES INC 5990 0550 538946
'Sale Details
Sale Date
01 -AUG -16
ETAL
538946
03 -JAN -14
HEARNE PROPERTIES INC
ROUNTREE GEORGE III
5791 1370 494044
Grantor
ETAL
Sale Source
Y -Deed Stamps (Sale Price Verified)
18 -AUG -04 $0
ROUNTREE GEORGE III
CLEMENTREE INC
4456 0976 330308
23 -FEB -96 $25,000
CLEMENTREE INC
SCHMITZ RALF K ANDREA
1992 0245 330307
02-NOV-89 $0
HEARNE PROPERTIES INC
HEARNE JOSEPH C NANCY
1475 0450 330306
Instrument #
K
Warranty Deed
13-JUL-89 $0
SCHMITZ RALF K
LOUGHLIN FRANCES W
1463 0053 330305
Adj. Amount
37200
DAVID C
Click Here to view the deed for this parcel
01 -MAR -87 $0
KLSH CORP
SUGGS & HARRELSON INC
1367 0377 330303
01 -MAR -87 $0
LOUGHLIN FRANCES W
KLSH CORP
1367 0379 330304
01 -OCT -86 $9,000
LOUGHLIN FRANCES W
KLSH CORP
1349 0511 330302
ETAL
01 -APR -86 $0
KLSH CORP
KLSH INC
1325 0029 330301
01 -MAR -86 $10,000
KLSH INC
SUGGS & HARRELSON INC
1321 1569 330300
01 -MAR -71 $0
SUGGS & HARRELSON INC
* NOT IN SYSTEM *
0904 0539 330299
'Sale Details
Sale Date
01 -AUG -16
Sale Key
538946
Sale Price
$600,000.00
Grantee
ROUND TREE RIDGE LLC
Grantor
HEARNE PROPERTIES INC ETAL
Sale Source
Y -Deed Stamps (Sale Price Verified)
Book
5990
Page
0550
Sale Type
VACANT
Sale Validity
Q -Qualified
Sale Flag
STEB
Instrument #
Instrument Type
Warranty Deed
Adj. Reason
Adj. Price
562800
Adj. Amount
37200
Link
Click Here to view the deed for this parcel
1 of 12

Round Tree Ridge PCN 8-25-j 5�G1
.S�.G
Appendix B
NC Secretary of State Corporations Page

-NINA
North Carolina
—.4 Elaine F Marshall E)EPARTMENTOF THE
=-)ECRETARYoF- STATE
Secretary
PO Box 29622 Raleigh. NC 27626-0622 [phone]
Click Here To:
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: Round Tree Ridge, LLC
Limited Liability Company Information
Sosid:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation
Registered Agent:
Corporate Addresses
1529514
Current -Active
Current
Domestic
7/8/2016
January
NC
Potter, Samuel B.
Reg Office: 3907-100 Wrightsville Avenue
Wilmington, NC 28403
Reg Mailing: 3907-100 Wrightsville Avenue
Wilmington, NC 28403
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Account
Login
Register

C. Signature Authority; Binding the Company.
1. General Rules. Only those individuals duly appointed as Managers may execute
documents binding the Company to any obligation or contract with any third party, and such individuals
shall be referred to as "Managers."
Except as indicated in Subparagraph 2 following, only Managers shall have signatory authority to
bind the Company, unless such authority has been delegated to another Person or expressly limited under
resolutions duly adopted by the Members, or otherwise restricted pursuant to the terms of this Agreement.
2. Formal Documents.
***** SUBJECT TO COMPLIANCE WITH ARTICLE III, PARAGRAPH F, ANY AND ALL
DEEDS, LEASES, PROMISSORY NOTES, MORTGAGES, DEEDS OF TRUST, BILLS OF
SALE, OR OTHER CONVEYANCE, CONTRACTS OR AGREEMENTS OF THE COMPANY
MAY ONLY BE EXECUTED BY DULY APPOINTED MANAGERS IN THE NAME OF THE
COMPANY. SUCH DOCUMENTS SHALL EVIDENCE THE COMPANY'S SEAL. *****
The format for execution of such documents may be set forth as follows;
ROUNDT E , LLC (Company Seal)
77
Manager
ARTICLE VI
LIMITATION OF LIABILITY AND
INDEMNIFICATION OF MANAGERS
A. Limitation of Liability.
No Manager or Member of the Company is liable for the obligations of the Company solely by
reason of being a Member or Manager, and no Member shall become liable by participating, in whatever
capacity, in the management or control of the business.
No Manager or Member of the Company shall be liable to the Company (or its Members) for
monetary damages for an act or omission in such person's capacity as a Manager, except as provided in
the Act for (i) acts or omissions which the Manager knew at the time of the acts or omissions were clearly
in conflict witb the interest of the Company, or (ii) any transaction from which the Manager derived an
improper personal benefit.
13

L. Tense and Gender
Unless the context clearly indicates otherwise, the singular shall include the plural and vice versa.
Whenever the masculine, feminine, or neuter gender is used inappropriately in this Agreement, this
Agreement shall be read as if the appropriate gender were used.
M. Captions.
Captions are included solely for convenience of reference and if there is any conflict between
captions and the text of this Agreement, then the text shall control.
N. Benefits of Agreement.
Nothing in this Agreement, expressed or implied, is intended or shall be construed to give to any
creditor of the Company, or any creditor of any Member, or any other person or entity whatsoever, other
than the Members and the Company, any legal or equitable right, remedy, or claim under or in respect of
this Agreement or any covenant, condition or provisions herein contained, and such provisions are and
shall be held to be for the sole and exclusive benefit of the members and the Company.
O. Counterparts.
This Agreement may be executed in multiple counterparts, each of which shall be deemed an
original for all purposes and all of which when taken together shall constitute a single instrument.
Executed signature pages to any instrument may be detached and affixed to a single instrument, which
single instrument with multiple executed signature pages affixed thereto constitutes the original
instrument. All of these counterpart instruments shall be read as though one and they shall have the same
force and effect as if all of the parties had executed a single signature page provided, however, the loss,
destruction, or other disappearances of any of or more of the original counterparts of this Agreement shall
not affect its validity in any manner.
IN WITNESS WHEREOF, the undersigned, being the Company and the current Members of
the Company have caused this Agreement to be duly adopted by the Company on _,,%—/q 12016,
and do hereby assume and agree to be bound by and to perform all of the terms and provisions set forth in
this Agreement.
Q

SCHEDULE I
MEMBERSHIP
CURRENT MEMBER(S)
CURRENT % OF OWNERStHP
TRS Holdings, LLC
100%
33
7111),-�-016

Round Tree Ridge PCN 8-25-j 5�G1
.S�.G
Appendix C
Agent Authorization

5EGi
AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION: C) q °OD- ACCv-CS _ r4-� V1°yas
LOT NO. — PLAN NO. — _PARCEL I.D. R -D S ZOO -Oaf —� -00v 4 -
_mm oSZOO- oo1'OvS-ODI
STREET ADDRESS: ,Gone
(please print):
The undersigned, registered property owner of the above noted property, does hereby authorize
Southern Environmental Group. Inc. (SEGi) to act on my behalf in matters regarding areas of
environmental concern.
Address (if different than property above):
KIC 0$`k o"1
Telephone:
q i L1, S(oa. 4s -i l
We hereby certify the above information submitted in is a
our kiJEAvt 'it�l::
, 1 .i AU11101`i -ed Signature roperly
Date Date
is truend accurate to the best of
Authoriza Signature

Round Tree Ridge PCN 8-25-j 5�G1
.S�.G
Appendix D
Site Plan and Wetland Impact Map

I M PACT AREA
"Ar'
DISTANCE
PROPOSED
S
89'49'06"
E
IMPACT AREA
L2
PROPOSED O
E
6648 SQ. FT.
79.92'
L3
N
0.15 ACRES
111311
PROPOSED
L4
PROPOSED IMPACT
89'53'18"
IMPACT AREA
:50
LENGTH X AVG. WIDTH
14
75 LF OF IMPACT
0 2
75 X 6 450 SF
L6
JURISDICTIONAL DITCH
89'44'42"
0.01 ACRES
rrCrr
PROPOSED
S
PROPOSED IMPACT
E
IMPACT AREA
L8
LENGTH X AVG. WIDTH
89'46'09"
93 LF OF IMPACT
180.00'
93 X 4 = 372 SF.
S
JURISDICTIONAL DITCH
E
0.01 ACRES
L10
PROPOSED
89'49'16"
PROPOSED IMPACT
"D"
IMPACT AREA
S
LENGTH X AVG. WIDTH
E
290 LF OF IMPACT
L12
290 X 8 = 2,320 SF
89'12'19"
JURISDICTIONAL DITCH
32.59'
0.05 ACRES
TOTAL LF 458 LF
1111
WETLAND TO BOC
35 35
30
25
20
15
10
5
0 0
30
25
20
,5
,0
5
D 0
1 1 11
Not To Scale
CULVERT#1
I50' R/W
26
I Ir 8.3
TOTAL 0.22 AC.
11 B 11
25 25
20 20
PROPOSED GRADE
15 5
EXISTING RADE
10 10
5 5
0 0 o 0110 0
Horizontal Scale = 1 :50
Vertical Scale= 1 :5
25
20
PRI
15 A
,o
IE 82
5
0 a o
REV. NO. REVISIONS DATE
Copyright c , Hanover Design Services, P.A., All rights reserved. Reproduction or use of the contents of this document, or additions or deletions to this
document, in whole or part, without written consent of the Land Surveyor or Engineer, is prohibited. Only copies from the original of this document,
marked with the original signature and original seal of the Surveyor or Engineer, shall be considered to be valid and true copies
FAALL\PROJECT FOLDERS\14160-LEHIGH\SURVEY\WETLAND PERMIT
"D11
1D11
25
20
ADE
15
GRADE
POSED
2cP
10
5
io 0 0
Horizontal Scale = 1 :50
Vertical Scale = 1 :5
NOTES
1. SURVEYED APRIL - MAY 2016
2. FOR REFERENCE SEE AS NOTED
3. IRONS AT ALL CORNERS UNLESS OTHERWISE NOTED.
4. 19.86 ACRES TOTAL AREA
SURVEY REFERENCE
DB 5791 PG 1370
DB 5092 PG 2254
OTHER NOTED ADJACENT MAPS
---- ----r---- -------T---T-------I----7- T-------I-----T- T -----T- T -F -I---
I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I
1 15 1 14 1 13 1 12 1 11 1 10 1 9 1 8 1 7 1 6 1 5 1 4 1 3 1 2 11 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 50 1 49 1 48
I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I
McQUILLAN DRIVE
F
47
LOCATION MAP
NOT TO SCALE
M
co
0
Q
z McQUILLAN DRIVE
n
tN
cn > 70 Z
\R\S m � o y
LOm+ o
Z
SITE
LEHIGH DRIVE
SANE
I I
I I
I I
I I
I I
1 46 1 45
37 36 1 35 1 34 33
I I I I I I I I
I I I I I I I I
/ (60' PUBLIC RIGHT OF WAY) can n{
IV /'
30' DRAINAGE I I I I I I I '�30' DRAINAGE
I I I 1 1 I 1
EASEMENT I �� I �� I 0
0
I I I I I I I I WESTHILLS SUBDIVISION I I I I I EASEMENT 1 3 i I I I I I I I I I
85 I I I I I I I I I M.B. 26 PG. 106 I I I I I I 1 I W I I I I I I I I I
1 16 1 17 I 18 I 19R I
I 1I 22 i 2 6 I �27 1 1 I1 28 I 29 WESTHII ILLS SUBDIVISION 1 I25 I I I I 57 I 58 I
II 62 II 63 II 21 II 2
0
II 123 24 M.B. 26 PG. 106
N S NA, I //i I I 1/30'D ANAGE60 61 1 1 I 1 1
ILIY-EASEMENT 19I
18
N:123,143.13 ----�_I-- -- J L� ,.
05
-7 -r- E:2,332,270.9981 10 9SL1 AI
89' 9'46" E 2 2' t2- - t3� i L4 i L5 L6 (N 89°44'42" E� / L7 / L8 (S 89°46'09"� �L9 _ -L � L 1 S 89'55'09" E 86' L12 J - - - I - - - - L -
I 86 J �-1`2�iti/,`y:'� > ,'', I ' -i� ------ �/-Z-:i A /•'`'s��E\\1/,�`V\�'E�II /i� 11 L -// // ��-/ %-/// //i/ - /�_ (�(�I l _-___ ==_- _ -_=---_ _- _ / _ J80.1/7/1��J�� 9I1� I_ ' II_99.22_' _
�J
I \
l
7-
7 ___ �--_00 All L19 1-20 %_ -_______ `=- - r z
-- ---- ,14 49 - -
:123,098. N:12 --7 �-- 3400 62 I 1.3ND1--------- ` GE: ,330,4 8 ,»� ELATE
MRAAI S�_ �_ -PCo SECTION 2 _ iI IMI �/57
A611
E
IMPACT AREA
M.B. 14 PG. 43PACT1/, -�i c
CFIONAL DITCH 36�5 LF OF/IM
\tiA5 JURIS�I
87 0,1-21, �C\L JURIPCTtONAL DITCH
w 3
8
UJ `'A4
-\_ L
/ / 8 i ups :sF o -
IIID I / / \ o \
z VIII I 26 1 02o A�/ / / / / /� _ �3 12 III �IIw 9 8 �- -� 3 \ \
_ LEHIG�i RD.
m -------- II I 25 - `�
0- co m i� _ 4� 23�� �2 -�1 0�/ /' 1 S i0'34" 1 �I ( :>�2, 34.16 5 4 \ �'` _ -
Q _ - �9 18 17 16� ��5 14 48 / 10 I 1 :2, 31,72t7j \ , / 60'P �c R/w \
_� -_ -_ _ �m - A _
2 (j u
_ a
° z 88 �. �, /e 1 - /�� / �� -_I__ - - I �� I- 1 - _��- ,� I E NG
_ 2" WATER
X U ao i - - - ----- = /� \ I DINE
LU t✓ / -/ - - C LEHIGHROA- < /�/ N /
-/ _ (50' PRIVATE RIGHT OF WAV) CT) -P% 35
33/ /
1 i �- I � � j I I I � I � -- \ I� II
89 IIII I I I I I I 43 44 1 45 1 47 4 52 II I I I I 53 :15409.\ N LEHIGH
S SECTION
28 29 I 30 I 31- I / I 34 1 35 I 36 37 38 39 40 41 42 N:122, 9.83 46 I 8 49 50 51 /
9'1 1'29 EE: ,33 17.54 / I I 3322938 M.B. 14 PG. 43
/ / I 61. 0' I I I \ \ �1----I
--------- --- ---- ----_-- -- -- - h �v 38. _ __ cN=W--
------__--
- 1 _ ---1------L--�
N 89'4 '26" W / 1981.97' \ \ / 12.46A
90 _ 1 � pROpOSED \ C\L J ISDICTIONAL DITCH CULVERT 1 11 11
I
r - -
I----------I
I
91
I
I I
-----------
92
---------92 I
I I
I
I
I
I1
93
I
LINE B
RING
DISTANCE
L1
S
89'49'06"
E
104.79'
L2
PROPOSED O
E
E
79.92'
L3
N
89'53'07"
E
EXISTING GRAD
L4
S
89'53'18"
'-atal Scale ,
ert cal scale , s
:50
0 0150
14
DO
0 2
30
25
20
,5
,0
5
D 0
1 1 11
Not To Scale
CULVERT#1
I50' R/W
26
I Ir 8.3
TOTAL 0.22 AC.
11 B 11
25 25
20 20
PROPOSED GRADE
15 5
EXISTING RADE
10 10
5 5
0 0 o 0110 0
Horizontal Scale = 1 :50
Vertical Scale= 1 :5
25
20
PRI
15 A
,o
IE 82
5
0 a o
REV. NO. REVISIONS DATE
Copyright c , Hanover Design Services, P.A., All rights reserved. Reproduction or use of the contents of this document, or additions or deletions to this
document, in whole or part, without written consent of the Land Surveyor or Engineer, is prohibited. Only copies from the original of this document,
marked with the original signature and original seal of the Surveyor or Engineer, shall be considered to be valid and true copies
FAALL\PROJECT FOLDERS\14160-LEHIGH\SURVEY\WETLAND PERMIT
"D11
1D11
25
20
ADE
15
GRADE
POSED
2cP
10
5
io 0 0
Horizontal Scale = 1 :50
Vertical Scale = 1 :5
NOTES
1. SURVEYED APRIL - MAY 2016
2. FOR REFERENCE SEE AS NOTED
3. IRONS AT ALL CORNERS UNLESS OTHERWISE NOTED.
4. 19.86 ACRES TOTAL AREA
SURVEY REFERENCE
DB 5791 PG 1370
DB 5092 PG 2254
OTHER NOTED ADJACENT MAPS
---- ----r---- -------T---T-------I----7- T-------I-----T- T -----T- T -F -I---
I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I
1 15 1 14 1 13 1 12 1 11 1 10 1 9 1 8 1 7 1 6 1 5 1 4 1 3 1 2 11 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 50 1 49 1 48
I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I
McQUILLAN DRIVE
F
47
LOCATION MAP
NOT TO SCALE
M
co
0
Q
z McQUILLAN DRIVE
n
tN
cn > 70 Z
\R\S m � o y
LOm+ o
Z
SITE
LEHIGH DRIVE
SANE
I I
I I
I I
I I
I I
1 46 1 45
37 36 1 35 1 34 33
I I I I I I I I
I I I I I I I I
/ (60' PUBLIC RIGHT OF WAY) can n{
IV /'
30' DRAINAGE I I I I I I I '�30' DRAINAGE
I I I 1 1 I 1
EASEMENT I �� I �� I 0
0
I I I I I I I I WESTHILLS SUBDIVISION I I I I I EASEMENT 1 3 i I I I I I I I I I
85 I I I I I I I I I M.B. 26 PG. 106 I I I I I I 1 I W I I I I I I I I I
1 16 1 17 I 18 I 19R I
I 1I 22 i 2 6 I �27 1 1 I1 28 I 29 WESTHII ILLS SUBDIVISION 1 I25 I I I I 57 I 58 I
II 62 II 63 II 21 II 2
0
II 123 24 M.B. 26 PG. 106
N S NA, I //i I I 1/30'D ANAGE60 61 1 1 I 1 1
ILIY-EASEMENT 19I
18
N:123,143.13 ----�_I-- -- J L� ,.
05
-7 -r- E:2,332,270.9981 10 9SL1 AI
89' 9'46" E 2 2' t2- - t3� i L4 i L5 L6 (N 89°44'42" E� / L7 / L8 (S 89°46'09"� �L9 _ -L � L 1 S 89'55'09" E 86' L12 J - - - I - - - - L -
I 86 J �-1`2�iti/,`y:'� > ,'', I ' -i� ------ �/-Z-:i A /•'`'s��E\\1/,�`V\�'E�II /i� 11 L -// // ��-/ %-/// //i/ - /�_ (�(�I l _-___ ==_- _ -_=---_ _- _ / _ J80.1/7/1��J�� 9I1� I_ ' II_99.22_' _
�J
I \
l
7-
7 ___ �--_00 All L19 1-20 %_ -_______ `=- - r z
-- ---- ,14 49 - -
:123,098. N:12 --7 �-- 3400 62 I 1.3ND1--------- ` GE: ,330,4 8 ,»� ELATE
MRAAI S�_ �_ -PCo SECTION 2 _ iI IMI �/57
A611
E
IMPACT AREA
M.B. 14 PG. 43PACT1/, -�i c
CFIONAL DITCH 36�5 LF OF/IM
\tiA5 JURIS�I
87 0,1-21, �C\L JURIPCTtONAL DITCH
w 3
8
UJ `'A4
-\_ L
/ / 8 i ups :sF o -
IIID I / / \ o \
z VIII I 26 1 02o A�/ / / / / /� _ �3 12 III �IIw 9 8 �- -� 3 \ \
_ LEHIG�i RD.
m -------- II I 25 - `�
0- co m i� _ 4� 23�� �2 -�1 0�/ /' 1 S i0'34" 1 �I ( :>�2, 34.16 5 4 \ �'` _ -
Q _ - �9 18 17 16� ��5 14 48 / 10 I 1 :2, 31,72t7j \ , / 60'P �c R/w \
_� -_ -_ _ �m - A _
2 (j u
_ a
° z 88 �. �, /e 1 - /�� / �� -_I__ - - I �� I- 1 - _��- ,� I E NG
_ 2" WATER
X U ao i - - - ----- = /� \ I DINE
LU t✓ / -/ - - C LEHIGHROA- < /�/ N /
-/ _ (50' PRIVATE RIGHT OF WAV) CT) -P% 35
33/ /
1 i �- I � � j I I I � I � -- \ I� II
89 IIII I I I I I I 43 44 1 45 1 47 4 52 II I I I I 53 :15409.\ N LEHIGH
S SECTION
28 29 I 30 I 31- I / I 34 1 35 I 36 37 38 39 40 41 42 N:122, 9.83 46 I 8 49 50 51 /
9'1 1'29 EE: ,33 17.54 / I I 3322938 M.B. 14 PG. 43
/ / I 61. 0' I I I \ \ �1----I
--------- --- ---- ----_-- -- -- - h �v 38. _ __ cN=W--
------__--
- 1 _ ---1------L--�
N 89'4 '26" W / 1981.97' \ \ / 12.46A
90 _ 1 � pROpOSED \ C\L J ISDICTIONAL DITCH CULVERT 1 11 11
I
r - -
I----------I
I
91
I
I I
-----------
92
---------92 I
I I
I
I
I
I1
93
I
LINE B
RING
DISTANCE
L1
S
89'49'06"
E
104.79'
L2
S
89'46'04"
E
79.92'
L3
N
89'53'07"
E
79.92'
L4
S
89'53'18"
E
79.85'
L5
S
89'35'10"
E
80.19'
L6
I N
89'44'42"
E
160.03'
L7
S
89'48 30
E
79.97
L8
S
89'46'09"
E
180.00'
L9
S
89'45'29"
E
99.91
L10
S
89'49'16"
E
100.24'
L11
S
89'36'38"
E
59.89'
L12
S
89'12'19"
E
32.59'
L13
IS
06'08'32"
E
166.60'
L14
N
00'39'47"
E
19.12
L15
N
00'53' 18"
E
120.00'
L16
N
00'50 53
E
120.09
L17
N
00'56'29"
E
119.86'
L18
N
01'07 54
E
60.95
L19
S
87'56'01 "
E
43.73'
L20
I N
88'50'58"
E
39.40'
L21
S
15'27'27"
E
35.87'
L22
S
42'35'00"
W
43.15'
L23
S
70'24'58"
W
46.34
L24
S
45'45'39"
W
26.35'
L25
N
78'05'07"
W
17.62
L26
N
59'34'24"
W
23.72'
L27
I N
22'26'21 "
E
27.23'
L28
I N
04'42'26"
E 1
40.47'
L29
I N
49' 12'56"
E 1
30.46'
ERNEST & ELAINE BOZEMAN II 11 IMPACT AREA \ SEE DETAIL C / \
D.B. 2687 PG. 948 U 290 LF OF IMPACT
JURISDICTIONAL DITCH PROPOSED
- - - - - - - - - - - - - - - - - - - PROPOSED -- IMPACT AREA ____
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -IM -
290 LF OF 24" RCP 93 LF OF PACfi ------------------
CURVE RADIUS IARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE TANGENT JURISDICTIONAL DITCH
C1 1524.72-134.81' 34.80' S 78'14'11" W 3'48'03" 17.41' * NOTE * PROPOSED
48.7 LF OF DITCH
IS CURRENTLY PIPED 93 LF OF 24" RCP OFT 10OFT 20OFT 30OFT
SCALE I"= 100'
- ----------i I if
6111 WW
26' '
WITH SIDEWALK OPTION
12' 2--1 1- 11' 11' 2 ---1 1- 6.5' 1 5' - 11 0.5'
GRASSED AREA' •• 1.5" S9.5A
2' VALLEY CURB ASPHALT
**NOTE WELL:
PAVEMENT THICKNESS AND SUBGRADE REQUIREMENTS
MAYBE INCREASED PER RECOMMENDA71ON OF GEOTECHNICAL
CONSULTANT.
CONTRACTOR RESPONSIBLE FOR COMPAC71ON 7ES71NG
w \
z
w
8" ABC
BASE COURSE
LEHIGH ROAD
NOT TO SCALE
\ SIDEWALK
GRASSED AREA
ALL STREETS TO BE PRIVATE
INSET A
16 SCALE 11 "= 50' 1 17 18
/
/
�
Al
am'= ------
I I
"All nt-----
N:123,143.13
E:2,330,320.81
A10 A9 \\ A8 8708 SF TOTAL
86 \\ 0.20 Ac.
2005 ACQRES WETLAND \
A11
SED FILL 'PRO A7 \
1 � 1 / IMPACT AREAS N:123,0
F LOPE 3 \
6648 SQ. FT. � � E:2,330,,481.481. 38 \
----- I
Fl ACRES'
'IAI
/ 87
27
BUILDING-FrAD
26
TI11I11111111LXX BUILDOJNG-PAD I 1
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111111.11I 1 I 11 ' //I -/ � 25
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BUILDIN PAD /
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LFHfG OAD-
/ (50PRIVATERIGH OFWAY)--
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WETLANDS PERMIT DRAWING
ROUND TREE RIDGE
LOCATED IN NEW HANOVER COUNTY, NORTH CAROLINA
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CARO %
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SEAL
L-3830
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LEGEND:
TYP. LOT # AND
AREA FOR HOME
27
BUILDING PAD
PRELIMINARY PLAN
NOT FOR RECORDATION OR CONVEYANCE
OWNER/DEVELOPER: TRS HOLDINGS LLC
TOM SMITH
420 BEASLEY ROAD
WILMINGTON, NC 28409
HANOVER DESIGN SERVICES, P.A
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
1123 FLORAL PARKWAY
WILMINGTON, N.C. 28403
PHONE: [phone]
LICENSE # C-0597
Date:
08/16
Scale:
1"= 100'
Drawn:
MJL
Checked:
JLW
Project No:
14160
Sheet No:
1
1
Of:

Round Tree Ridge PCN 8-25-j 5�G1
.S�.G
Appendix E
Natural Heritage Occurrences Map

Round Tree Ridge PCN 8-25-j 5�G1
.S�.G
Appendix F
Flood Map

Round Tree Ridge Flood Map