20160921 Ver 1_401 Application_20160916

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
1a.
Type(s) of approval sought from the Corps:
® Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: Unknoirn 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 DWR (check all that apply):
❑401 Water Quality Certification — Regular ❑Non -404 Jurisdictional General Permit
❑401 Water Quality Certification — Express ❑Riparian Buffer Authorization
1 e.
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
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
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:
NVyndwater Phase 4
2b.
County:
Pender
2c.
Nearest municipality / town:
Hampstead
2d.
Subdivision name:
Wvndwater
2e.
NCDOT only, T.I.P. or state project no:
NA
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Capstone Ventures, LLC
3b.
Deed Book and Page No.
4515/284
3c.
Responsible Party (for LLC if applicable):
D. Andrei% Ho«ell (see Appendix A)
3d.
Street address:
129 Timber Hill Place
3e.
City, state, zip:
Chapel Hill, NC 27514
3f.
Telephone no.:
[phone]
3g.
Fax no.:
NA
3h.
Email address:
drew &agueductcc.com

June 28, 2016
Email Delivery
,,5o ut6crrn Environmental Group-, Inc.
5315 South College Road, Suite F • Wilmington, North Carolina 28412
910.452.271 1 • 1'ax, 910.452.2899 • of{i0e96c9.25 • W segs -S
Ms. Emily Greer
US Army Corps of Engineers
Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, NC 28403
Emily. C.Greer&usace.arnry. mil
RE: Pre -Construction Notification (PCN) for Nationwide Permit (NWP)
Wyndwater Phase 4
Topsail, Pender County, North Carolina
Dear Emily,
2 p 1 sp 9
21
[SEGi Project #: 013-042.011
Southern Environmental Group, Inc. (SEGi) has been retained by Capstone Ventures LLC (herein referred to as
"Applicant") to submit the attached PCN, in order to obtain a Department of the Army's (DoA) authorization to
utilize a Nationwide Permit, which is necessary to construct a single family subdivision and resolve erosion issues
at terminus of ditch. The site is located off of Topsail Greens Drive, in Topsail, Pender County, North Carolina.
There is a large ditch feature that conveys stormwater from a pond at the southeastern end of Wyndwater Phase 1.
The Applicant is proposing piping the majority of the feature, as this channel is currently eroding badly, and is
threatening the integrity of the roadway adjacent to it. This is to preserve the integrity of the receiving stream
system, by stopping potential sediment runoff. Mitigation for the fill will be in the form of payment to Bachelor's
Delight Mitigation Bank. The credit reservation letter will be submitted upon approval from the USACE of the
proposed mitigation plan.
It is my sincere hope the information found within the attached PCN and accompanying appendices will allow the
USACE to process this request, and the authorizations will be issued without delay. However, if you find you need
additional information, please do not hesitate to contact me at 910.452.2711 or email me at dsctbe1!gkseai.us.
As always, thank you for your time and for assistance with this project. We look forward to hearing from you.
Sincerely,
val�j )a��
David Scibetta
Project Manager
Enclosures: Attachment 1 — Pre -Construction Notification and Accompanying Appendices
SEP L201]
DEQ -WATER RESOURCES
401 & BUFFER PERMITTING

4.
Applicant Information (if different from owner) - same as above.
4a.
Applicant is:
❑Agent ❑Other, specify:
4b.
Name:
1 b.
4c.
Business name
(if applicable):
1c.
4d.
Street address:
2.
4e.
City, state, zip:
2a.
4f.
Telephone no.:
2b.
4g.
Fax no.:
2c.
4h.
Email address:
3.
5.
Agent/Consultant Information (if applicable)
5a.
Name:
David Scibetta (see Appendix B)
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
1 a.
Property identification no. (tax PIN or parcel ID):
4214-22-7567-0000 (see Appendix C)
1 b.
Site coordinates (in decimal degrees):
Latitude: 34.40766 ON Longitude: 77.63044 °W
1c.
Property size:
22.4 AC (975,744 SF)
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Mullet Run (see Appendix D)
2b.
Water Quality Classification of nearest receiving water:
SA;HQW
2c.
River basin:
White Oak (03020302)
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 currently a forested tract.
3b.
List the total estimated acreage of all existing wetlands on the property: 0.32 AC (13,939.2 SF)
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 single family subdivision and resolve erosion issues at terminus of ditch (see Appendix E).
3e. Describe the overall project in detail, including the type of equipment to be used:
The project consists of clearing and grading the tract, using trackhoes, bulldozers and dump trucks. The drainage ditch along the southern
boundary of the site is proposed to be relocated and piped, to stop erosion and the eventual collapse of the sewer line and asphalt, as well as
to facilitate the installation of a water main to service a portion of Wyndwater Phase I.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream
determinations by the Corps or State been
requested or obtained for this property/ project
®Yes [-]No ❑Unknown
Comments:

4b. If the Corps made the jurisdictional determination,
❑Preliminary ®Final
what type of determination was made?
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
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.
SEGi met Emily Greer of USACE on-site on March 17, 2016. No tear sheet has been received to date.
5. Project History
5a. Have permits or certifications been requested or
®Yes [-]No ❑Unknown
obtained for this project (including all prior phases)
Name of water body
in the past?
2g. Total Permanent Wetland Impacts:
5b. If yes, explain in detail according to "help file" instructions.
JD and Signed Map SAW -2008-00074, issued by Crystal Amschler, 3/28/2014.
6. Future Project Plans
6a. Is this a phased project?
®Yes ❑No
6b. If yes, explain.
Details are unknown at this time. Should wetland impacts he necessary within future phases, the impacts will be treated cumulatively with
those proposed within this permit application.
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. 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.
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)
number Permanent (P) or
Name of water body
Type of impact
2g. Total Permanent Wetland Impacts:
NA
2h. Comments:
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)
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)

1 (P) NA Fill
RPW
7818 SF (0.18 AC)
4f. Total open water impacts
7818 SF (0.18 AC)
4g. Comments: Please see Appendix E for details
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. 5d.
Wetland Impacts (acres) Stream Impacts (feet)
5e. Upland
(acres)
Flooded
Filled Excavated Flooded
Filled
Excavated
❑DWR ®Corps
P1
5f. Total:
NA
5g. Comments:
5h. Is a dam high hazard permit required?
❑Yes []No If yes, permit ID no:
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.
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)
B1
6h. Total Buffer Impacts:
NA
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Due to the poor condition of this feature (i.e. severely eroded and incised) it is the opinion of the Applicant and SEGi that piping the feature
would be benericial to downstream receiving waters. Therefore, minimization is not possible.
2b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Sediment and erosion control measures such as silt fence, check dams and other measures will be installed to ensure sediment is not
discharged into the connecting stream or outside the authorized limits of disturbance.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
Mitigation is proposed in the form of payment to the Bachelors Delight Mitigation Bank (BDMB).
2a. Does the project require Compensatory Mitigation for
®Yes ❑No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
❑DWR ®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 Mitigation Bank (BDMB)
3b. Credits Purchased (attach receipt and letter)
Type: Riparian
Quantity: 0.10 AC
3c. Comments: The credit reservation letter will be submitted upon approval from the USACE of the proposed 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:
3 (2 for Catawba)
4c. If using stream mitigation, stream temperature:
Zone 2
4d. Buffer mitigation requested (DWR only):
4e. Riparian wetland mitigation requested:
4f. Non -riparian wetland mitigation requested:
6f. Total buffer mitigation required:
4g. Coastal (tidal) wetland mitigation requested:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., paymentto private mitigation bank, permittee
responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
NA
4h. Comments
5. Complete if Using a Permittee Responsible Mitigation Plan
If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
FNA
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.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
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., paymentto 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
la. 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.
❑Yes [:)No
2.
Stormwater Management Plan
2a.
What is the overall percent of impervious area of this project?
13%
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:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which local governments jurisdiction is this project?
NA
3b.
Which of the following locally-implemented stormwater management programs
apply (check all that apply):
❑Phase II ❑NSW USMP❑Water Supply Watershed
❑Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been attached?
j ❑Yes ❑No
4. DEMLR Stormwater Program Review
4a. Which of the following state-implemented stormwater management
programs apply (check all that apply):
Coastal counties HQW
❑ORW ❑Session Law 2006-246
❑Other:
4b.
Has the approved Stormwater Management Plan with proof of approval
been attached?
❑Yes ®No
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)
1a.
Does the project involve an expenditure of public (federal/state/local)funds or the use
of public (federal/state) land?
[-]Yes ®No
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 Carolina) Environmental Policy Act (NEPA/SEPA)?
❑Yes ❑ No
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 (DWR Requirement)
2a.
Is the site in violation of DWR Wetland Rules (15A NCAC 2H .0500), Isolated Wetland
Rules (15A NCAC 2H.1 300), DWR Surface Water or Wetland Standards, or Riparian
Buffer Rules (15A NCAC 2B .0200)?
❑Yes ®No
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
additional development, which could impact nearby downstream water quality?
®Yes ❑No

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.
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.
Sewage is pumped to a lift station and sent off-site to be processed by Pluris.
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?
It is of SEGi's opinion, based upon the Natural Heritage Occurrences Database (see Appendix F), as well as the historical use of the project
site and the overall development of the surrounding properties, to determine there is no concern for the existence of Endangered Species or
Designated Critical Habitat within the minimum established search area.
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?
NOAA's Essential Fish Habitat Mapper
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?
The State Historic Preservation Office mapper
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:
8c. What source(s) did you use to make the floodplain determination?
NC Floodplain Mapping Program (see Appendix G)
(Pali
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letterfrom the applicant is provided.)
David Scibetta (SEGb
Applicant/Agent's Printed Name
22 June 2016
Date

Appendix A
Secretary of State Page

North Carolina
Elaine F. Marshall D EPARTM ENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone] Account
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handle your request [phone]
Click Here To:
View Document Filings File an Annual Report Print a Pre -Populated Annual Report form
Amend a Previous Annual Report
Corporate Names
Legal: Capstone Ventures, LLC
Limited Liability Company Information
Sosld:
0652556
Status:
Current -Active
Annual Report Status:
Current
Citizenship:
Domestic
Date Formed:
11/13/2002
Fiscal Month:
December
State of Incorporation:
NC
Registered Agent:
Howell, D. Andrew
Corporate Addresses
Mailing:
100 Timberhill Place, Suite 129
Chapel Hill, NC 27514-1586
Principal Office:
100 Timberhill Place, Suite 129
Chapel Hill, NC 27514-1586
Reg Office.
100 Timberhill Place, Suite 129
Chapel Hill, NC 27514-1586
Reg Mailing:
100 Timberhill Place, Suite 129
Chapel Hill, NC 27514-1586
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager: D. Andrew Howell
100 Timberhill Place Suite 129
Chapel Hill NC 27514

yyg,jr*&n.wc-+ FCN
Appendix B
Agent Authorizations

Appendix C
Pender Co. GIS Parcel Data and Project Limits Wetland Sketch

Scale: 1:500
�Pi'IGfP.Y'ac0lfl?1eL'
PIN: 4214-22-7567-0000
NAME: CAPSTONE VENTURES LLC
ADDR: 129 TIMBER HILL PLACE
CITY: CHAPEL HILL
STATE: NC
ZIP: 27514
PROPERTY ADDRESS: TOPSAIL GREENS DR
PROPERTY DESCRIPTON: 22.40AC PB 23/26
SLOOP POINT SOUTH
DATE: 5/10/2006
SALE PRICE: $1,300,000.00
PLAT: 00230026
ACCOUNT: 892253.000000
TOWNSHIP: 102
TNSH DESC:TOPSAIL
ACRES: 22.4
LAND VALUE: $66,155.00
BUILDING VALUE: $0.00
TOTAL VALUE: $66,155.00
DEFERRED VALUE: $0.00
SUBDIVISION: SLOOP POINT SOUTH
ZONE: SEEMAP
TAX CODES: G01 F22 R40

Signature Topsail Property Line - 28.8 acres
Wyndwater Phase 4 Wetlands
0 125 250 500 X50 1 000
Feet
1 inch = 500 feet
Map Source: NCOneMaps Orthoimagery
Field Sketch Of Wetlands v2
Capstone Tracts
Topsail, Pender County, N.C.
6/23/2016 013-42.01
, r
I

Appendix D
Water Classification

Signature Topsail/Capstone Property Line - 28.8 acres
Wyndwater Phase 4 Wetlands
DWQ Water Classifications
0 250 500 1,000 1,500 2.000
Feet
1 inch = 1,000 feet
Map Source: NCOneMaps Orthoimagery
Water Classification Sketch
Capstone Tracts
Topsail, Pender County, N.C.
6/23/2016 013-42.01
O.

VirJw*&n-wc7+ rCN
Appendix E
Site Plan and Impact Map

PHASE 5 BOUNDARY UNE
PHASE 5 BOUNDARY UNE
PHASE 4 BOUNDARY UNE 6• PHASE 4 BOUNDARY U, I I I
247
JLOT
D'M SF
LOT 246 1 I 1
♦ ♦ � � // � \� �.L-12T21"F
15.039 SFLOT 25SLOT�9.750 ff\\LI LOT2b15as5 s\1 9047s\Lm 734 \\ / / II__-____. I I I I / \\/ / II____ I I I 1 9,750 s _____I I I LOT 256 t \\ \\ / / I I ILOT y19 I I LOT 256 I LOT 257 1114,079 SF / \�\ \ / j I I LOT 250 I LOT 249I 9,111 ff III 8114 5F III 9,012 ff III r// \\ /' /' LOT 252 I . 11 9,124 SF I 19,317 SF 1 I LOT 245 I
/'
LOT 282 I �� LOT 735 \ \ / / 13,084 SF I I 9,ON SF I
I 1tR81 SF I I I I I I I \\` 11.862 SF 1 I I I
L / I
i ---
I
s
LOT 2N %
-- 4d R6YAlE Rfan ar lssr 1 s
I— T� r n 1 ..�
— fos e�oo � \ _ _ I
WY / ` __ ___ ___ — —_---I
rrrr I _______
i ____il.f______' 4ezo s
�I I I I I 11 I I I I I I
I I Ofl0+1MM 6.SN LOT I LOT 241
T 231 I LOT 232 I I LOT 233 I I LOT 734 I I LOT 235 1 9,743 SF T 2MIII 9.711 2 50 7 111 9,75050 ff I I I LOT 2ff I LOT25 III 13.218
104 s 111 9,104 SIF III 9.103 g III 9,103 ff III 4596 SF 11 1 I I I I I I 1
I I II 11 I I II II I I I
II II II I1 I I II 11 II II II I I L.35x04 I
II I I 1 I II II II II 11 II I 9.32 SIF I
L____i ... _ ... / L____, �____I ____� L____I L____, L_____� I I
PHASE 4 BOUNDARY UNE PHASE 4 BOUNDARY UNE PHASE 4 BOUNDARY LME
i
,"PHASE 2 BOUNDARY UNE ./ PHASE 2 BOUNDAR`� UNE PHASE 1 B� NDARY UNE I
I z I
Mme p CLIK RED
V115C-83A7-0000
2 .,l PD
7
i
� r,Pao .umao Rnn.op�+.an Ix � ua�Rxc� elscm w.
D Lfq �` 043104-at-lJtS-NX� ahtatp'-OLdO
� 04x104 -n pDaa7-DDDp w7a
II
0411 —1
80.0000 Ait]']uGTM `4Af5
47114-mJ1
it
I
GENERAL NOTES
I. ALMA —O,IIM /SALE IT M RESTOfN AL IO15 M NA`.E A THE •4Y
611irER.
2 Au PATcra s MAfRn xAale rRarAa AIaNC Ax [R31N9 RWORAr m
NAaE A THE •A• elprrR
1 YAN mlECIOR ROA05 81AT vu AIREar ro sLam vaslr Inm ROAD m
vesteeput PRarelttt N nc funwT: m eE RIe11c Au pncR RB1E Rous ro
4. ALL Na RAA AT Inlpt4allp6 Tp A A Iwpnw Q M. —IT
nA-xsAc m R; sa'. Au aR.-0E-sAe ro xA1t w WOU9 ro La.
SEAL
O7D15
o Qcnw"
fMr zc4a
9 RArxi scA ,P
No. I DMr IIL I PREPARED "' er I G S P CONSULTING, PL L C
WYNDWATER —PHASE 4 SITE PLAN ENGINEERING C_2
Topsail township Ponder Counly
N eth Carol'na ""I �'"L'"'""' a
urt�' 1
Laed Resid.IWI Raod X-S.O.
W —V aew)
i°
prrt�� a A
art . 1
4
3
Nodlfed •Y Tumaroune
R.dawl0al al-oe-sae Read z-seetlan
(./ vwy amt
R.1d.0 l WI-oo-S.
(r/ Cu,a a CaW Srtdbnl
RaIdwtld W-OI,-Saa
f./ ow � owe- e.•n.,l
Mme p CLIK RED
V115C-83A7-0000
2 .,l PD
7
i
� r,Pao .umao Rnn.op�+.an Ix � ua�Rxc� elscm w.
D Lfq �` 043104-at-lJtS-NX� ahtatp'-OLdO
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II
0411 —1
80.0000 Ait]']uGTM `4Af5
47114-mJ1
it
I
GENERAL NOTES
I. ALMA —O,IIM /SALE IT M RESTOfN AL IO15 M NA`.E A THE •4Y
611irER.
2 Au PATcra s MAfRn xAale rRarAa AIaNC Ax [R31N9 RWORAr m
NAaE A THE •A• elprrR
1 YAN mlECIOR ROA05 81AT vu AIREar ro sLam vaslr Inm ROAD m
vesteeput PRarelttt N nc funwT: m eE RIe11c Au pncR RB1E Rous ro
4. ALL Na RAA AT Inlpt4allp6 Tp A A Iwpnw Q M. —IT
nA-xsAc m R; sa'. Au aR.-0E-sAe ro xA1t w WOU9 ro La.
SEAL
O7D15
o Qcnw"
fMr zc4a
9 RArxi scA ,P
No. I DMr IIL I PREPARED "' er I G S P CONSULTING, PL L C
WYNDWATER —PHASE 4 SITE PLAN ENGINEERING C_2
Topsail township Ponder Counly
N eth Carol'na ""I �'"L'"'""' a

J L MOR% ENlDNR125 Or '\�
LAT 27]
11,1356
SiPAHN! JEAN
/� / tt1h4N5061-CC00
IWINa- - —
SRANAN JfAN --' `
^TA-51-9bS00x
' t/ LOT 2e7 I i I I r -----I r -----I ----1 r-' \\ •C ' ,.
.a2 s I I I I II I--------' I-------- I I I I I I \
`\ III LOT Zee I I Lor 265 11�-= --1 r 1--- ~ 1 I I 1 I I 1 y LOT g
9,416 s III 9,862 . I I I I b l I I I LOT 259 11 LOT 258 1 LOT 257 I
1 LOT 263 I I I I LOT 282 1 1 9.114 s I I I 8,114 6 III 9.012 SF I I I
of `moi I 1 1 I I ta4n 6 I I I tt.em s I I I I 110IM
LOT 22
11.554 5
LOT 773
11,124 6
XT
2` PHASE 4 BOUNDARY UNE J PHASE 4, E
"gib PHASE 2 BOUNDARY LME
w I I
aFR�1 K e i<R A
Nodln.e •T• Tumareane
Rwld.Ud (ul-D-Sac RnldmUd Wl-Dt Soc
{r/ Ge! . odlr aedlm) f./ rve a uae. s -,1r.1
-I L----- L'----
LOT 725 \
10.257 6
\\ / ` �\ Rr FA.BC IxWf6xAY --i/ �
/ / 7/
i--- jll ----I i -r -- ----I i----Ilr---->�j ---1
/ LOT 225 1/'
I I 11 I I I I 1 RroAoeL9 9n
12.511 6! /10689 5 fill OT 6I 19LOT 228 ,18.5 28 III 9,10303 6 III LOT 7J0 i i LOT 731 i I LOT 232 i I lAT 233 II j LAT 234 i I LOf 233 i Krtx11aN sA5e1
/ I/ I I 1 9,103 6 I I1 9,10{ 6 1I 9.10{ 6 III 8,103 6 III 9,103 6 III 0,59e 61I
J PHASE 2 BOUNDARY UNE
lead Re W.Ud Road N-Sx
W—yn )
R.W.tw 1,,' -D -S- Rood 1( -Section
(-/ rear —)
CFIi.ItAL NOIES
1. ALL fl1A5E BOIaMRE3 ADJANlf ro IlppollAl lOB ro NATE A I,PE 'o-9
L ALL IVltK ISl0/EI1TY xANw rAprtAK AIANO Ax ElasielB ItOVWAY ro
luh A M 1NC •A• 9uim.
1 uAw Cd1Eel0lt ROVE TUT wLL aOa[OT ro eDaF I'Oelf LAO ROA2 A ro
rF3191adc M044mY M 11[ rtlna6 M K IR1M^C Nl OTFR axSIF IIbD3 V
K RANAM
ALLTOO RAK AT MIDIKATOtl M K A IeIYAI O 00•. ALLFOO R AT
laa-K-6Ac ro K Se•. Au ot-0c-sAc ro lu•JE W rtVus ro Ev.
' 4�xp ' SEAI
OWIS
�I«:o
A
WYNDWATER- PHASE 4 nal I bM;aL, �ar %.vnauLl inu,rLL%. 11
SITE
SITE PLAN ENGINEERING C_�
To9sall T—MT Pender County Nodh .II_
!
11,0022 SF
I
LOT 270
` toms% �
! I
KA{NAP CL -RE POD
PHASE 5 BOUNDARY UNE
e0.cx* I
PHASE 4 BOUNDARY UNE
\ \\ LOT 271 /
/
LOT 1e6 I
/ 13.852 s
=
O.
'oil
SfAiION ]2}M]J
\ 13,618 SF /
I
LOT 272\\ \\// ---- —
r------ -I - -----I
\\\ a•
/
y
_I
I_-__,
r --1
I LOT 264 I�
LOT 2616
10133
\/
' t/ LOT 2e7 I i I I r -----I r -----I ----1 r-' \\ •C ' ,.
.a2 s I I I I II I--------' I-------- I I I I I I \
`\ III LOT Zee I I Lor 265 11�-= --1 r 1--- ~ 1 I I 1 I I 1 y LOT g
9,416 s III 9,862 . I I I I b l I I I LOT 259 11 LOT 258 1 LOT 257 I
1 LOT 263 I I I I LOT 282 1 1 9.114 s I I I 8,114 6 III 9.012 SF I I I
of `moi I 1 1 I I ta4n 6 I I I tt.em s I I I I 110IM
LOT 22
11.554 5
LOT 773
11,124 6
XT
2` PHASE 4 BOUNDARY UNE J PHASE 4, E
"gib PHASE 2 BOUNDARY LME
w I I
aFR�1 K e i<R A
Nodln.e •T• Tumareane
Rwld.Ud (ul-D-Sac RnldmUd Wl-Dt Soc
{r/ Ge! . odlr aedlm) f./ rve a uae. s -,1r.1
-I L----- L'----
LOT 725 \
10.257 6
\\ / ` �\ Rr FA.BC IxWf6xAY --i/ �
/ / 7/
i--- jll ----I i -r -- ----I i----Ilr---->�j ---1
/ LOT 225 1/'
I I 11 I I I I 1 RroAoeL9 9n
12.511 6! /10689 5 fill OT 6I 19LOT 228 ,18.5 28 III 9,10303 6 III LOT 7J0 i i LOT 731 i I LOT 232 i I lAT 233 II j LAT 234 i I LOf 233 i Krtx11aN sA5e1
/ I/ I I 1 9,103 6 I I1 9,10{ 6 1I 9.10{ 6 III 8,103 6 III 9,103 6 III 0,59e 61I
J PHASE 2 BOUNDARY UNE
lead Re W.Ud Road N-Sx
W—yn )
R.W.tw 1,,' -D -S- Rood 1( -Section
(-/ rear —)
CFIi.ItAL NOIES
1. ALL fl1A5E BOIaMRE3 ADJANlf ro IlppollAl lOB ro NATE A I,PE 'o-9
L ALL IVltK ISl0/EI1TY xANw rAprtAK AIANO Ax ElasielB ItOVWAY ro
luh A M 1NC •A• 9uim.
1 uAw Cd1Eel0lt ROVE TUT wLL aOa[OT ro eDaF I'Oelf LAO ROA2 A ro
rF3191adc M044mY M 11[ rtlna6 M K IR1M^C Nl OTFR axSIF IIbD3 V
K RANAM
ALLTOO RAK AT MIDIKATOtl M K A IeIYAI O 00•. ALLFOO R AT
laa-K-6Ac ro K Se•. Au ot-0c-sAc ro lu•JE W rtVus ro Ev.
' 4�xp ' SEAI
OWIS
�I«:o
A
WYNDWATER- PHASE 4 nal I bM;aL, �ar %.vnauLl inu,rLL%. 11
SITE
SITE PLAN ENGINEERING C_�
To9sall T—MT Pender County Nodh .II_

1
NF9/BPbOP��.p � � �/.�••u�'
SF «ASSJU
Ir Nom. -
J L —1. OnFTNP15G5 R / / /
.A«ere.n Nc
4214-93-2200-0000 /:
ZRatl2 PO /d
421h32 -SMS -0000
2RPx0 PP _-
UNE i
mP xFr
4- l0r'�i" I x
.002 SF
I— � <aNEPD
1------- ' .as,a-w-Bae--,rnv -A» ..m . _. Yi,! x � ".'
—
_____—_—t w R xc m P3S1 -;�;'_ PH BOUNDARI,ME 'mu R
/ I xn.
_ a.. PHASE 4 NDARY UNE
� laT s3 BOU_
/ _!_3,852 IF
I �s'O1t
45
n k.�
14,474
\\ II I LOT 48 s 1 "H----_�----- \ ♦ \ xr
r �
LOT 40 1 I \ d
10,155 SF I ms f —
j
I .I i9M_____--� �I 1 1 1 1 1 /inT 11 ''�\ p
III ..'$F
.'$F III II1 msf11I1 iI —a——Lo—r 46 ---- LOT M I II1 43 II 1 11 L.morz 42 )(M� PHASE 5
' 4imSIM w_1
Lor /
/ -
1I'm 5i
--4I I �'
1--------' `-------1
17
Lor 8
— —J i--- (----" 1 .mow I— —
I r i — I --- I r—`., —�mrl — 'I'\\\� ,.• �\\ xN,/%i
Jn ,e,IjIITaN I I Y
,,.
LOT
1 r— 1l --I IIIr� �IL1 --_� _� 16�i•� I ,mx 1 I \ LOl'AO" \
1 p'sr IIIy 4I1'��� 'T I n.a '', , 1 I I r "a9 , 'q >♦ I I I I 1 I .a., \ \13.5)5 5F
Ix595Y 1'iJl epee §' I Lar 7 III lOT 5 I 1 LOT 9 I II'.I l0T ,01 Im n 1 1 tDT 12 I Lor 13 lord) I LDT s {,I !1913
?y, 19,,es s ill 0,,05 s 1I I A7tl5Ti5s I P9.4L,a sy I I R,oaar III 9,los ss', I I 9,los s Il 45c5'SF I 19,757 SF I V
�
a €4 z24w - ----�—\-
- �-- — ---- a --mom— �
/ PHASE 2 BOUNDARYUNE
S�
SERI �
O1U15
�9119�Q1
1 Nr sca; 'f
Na Ud1e 6 - GRADING,
RONTROL PLANOON q,,'vI'�°„°°�.V N ULTIN LLC
•°• WYNDWATER PHASE 4 ENGINEERING
�� To sail
ship
Pend- Cnnn, N. I,Carolina .r n, wn."s"„..GInu..a,ERIu. �-�'�
PHASE 2 BOUNDARY UNER,a4JIS
/
f_
xv
-,�
—O,F -
Asn \
7p`
'/ 97 I- L .V �iewl 0o
✓
— --
—�— — �L
^i
•: ~
\'_
46 7SFS .l
�", SF/' 8.' SF /9.5'!1 j'5B,JV'1 SF
"
h' YZ
.�.� �im�.�\
IAG� 9O"Y
SEDIMENT BASIN CALCULATIONSSEDWIT
SIWER
sTo9uwA rn NmEs
1. NL 51051 OfM1R m E ON5IRIKRD PQ NL'OFIR, Nf40f ! 19RR CONN S1N5N06
z smRl RnRR NEARRS rot 1K OEIBRNINf 2AL S D'90fD m p]21aL nc Pal R1flRlOO
gtANAGE
PEAK OIO
REOUESI, PRONGED
MEA
TRAPPING
DENCE
AREA
(AC)
SldUli
(I,B09f .)
STOIfI&E
(Q)
FLOW
(CFS)
MFA
(325 SF/CFS) (Sr)
SIZE
(11)
PPN( mdNla rR 1K ,a1PM CION C.94f m AS Nof m CRID lO N[-awRr[,1r P[.VI
POOIf O�YAG RnR m Im Rm WIv11Y SmN Yn1FR R04A10a5
SO MEM BAST! /1
21.52
38.915
57,145
40.68
1 13,280 82188
4.50
1 IIIW Nut Dpl ANCNt3 ra IL m K U7u4D m MRwrt BgOOY 1Pe1 RGR/p
014NSm !FANO 10.Y@OR AO m 110111¢ IMIOri `BODES N 0001 m PIEYNr scaLm+a
P2O 010001.
♦ AL M/llliF WOf15 NE ASAYNWNR NPNIOM
S�
SERI �
O1U15
�9119�Q1
1 Nr sca; 'f
Na Ud1e 6 - GRADING,
RONTROL PLANOON q,,'vI'�°„°°�.V N ULTIN LLC
•°• WYNDWATER PHASE 4 ENGINEERING
�� To sail
ship
Pend- Cnnn, N. I,Carolina .r n, wn."s"„..GInu..a,ERIu. �-�'�

i
D"DIToi
1,034 Y '^ J
5.7e4 sr
7,8 s_10.18 AC.
/ 1
/
1

30
30
PR
OSED
25
A
E°
D
ATION
25
20
_
20
PROPOSED
STO
M
-
3ND NORMAL
OOL
15
EVAT�ON
15
L486
HDPE 00.30
,
10
10
ITCH
OTTOM
5
5
0
Li
0
o
a
a
Q-
0
o
_ . Lo
0
0
10+00 + 11+00

30
30
25
25
20
20
15
15
10
_
10
..............
.........
_........
....._
5
........
5
.................._............
0
V)O
(NO
XLn
fl_
4>
AI
+w
OJ
OJ
10+00 + 11+00

%mj4tetmase-H rCN L_V
Appendix F
Natural Heritage Occurrences Map

0 420 840 1,680 2,520 3,360 et NCNHP Element Occurrences Map
1 inch= 1,667 feet Wyndwater Phase 4
Topsail, Pender County, N.C.
Map Source: ESRI World Imagery 4/11/2016 013-042.01

Appendix G
Flood Map

0 260 520 1,040 1,560 2,08eet FRIS Floodzone Map
Wyndwater Phase 4
1 inch= 1,042 feet Topsail, Pender County, N.C.
Map Source: ESRI World Imagery, NC Floodmaps Server 4/11/2016 013-042.01