20161244 Ver 1_401 Application_20161216

A!�LMG
LAND MANAGEMENT GROUP inc.
Environmental Consultants
December 12, 2016
TO: Mr. Chad Coburn
NC DEQ Division of Water Resour PAIL;
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: 401 WQC Application; Sullivan Project
Surf City, NC (Pender County)
Dear Chad:
2 0 6 1 2 4 4
Enclosed is a 401 Water Quality Certification application for your review. This application is
submitted on behalf of Henry Allen Sullivan for the construction of a mixed-use development
located off of Hwy 210 in Surf City, NC. The applicant plans to construct five commercial outparcels
with road frontage and 12 single-family lots behind it. The project will permanently impact 0.319
acre of wetlands in order to access the project area. Additionally, 0.153 acre of RPW impacts are
needed to utilize uplands throughout the site. To mitigate for wetland impacts, the applicant
proposes buying 0.3 acre of non -riparian wetland credits from the Northeast Cape Fear Mitigation
Bank.
The Pre -Construction Notification form, associated maps, and site plan are enclosed for
your review. Additionally, the NC DWR application fee has been submitted to your Raleigh office.
Please contact me if you have any questions. Thank you for your assistance with this project.
Sincerely,
V,, L -
Kim Williams
Environmental Scientist
Encl.
Cc: Mr. Charles Riggs
Mr. Henry Allen Sullivan
Ms. Jennifer Burdette, NC DWR
www.lmgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Avenue, Suite 15 • Wilmington, NC 28403

IMO�"� WA
7-
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 11
PCN Form —Version 1.3 December 10, 2008 Version
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
® Section 404 Permit El Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 39 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
1 e.
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
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:
Sullivan Project
2b.
County:
Pender County AMU
2c.
Nearest municipality / town:
Surf City
2d.
Subdivision name:
Fr
2e.
NCDOT only, T.I.P. or state
project no:
Ac
N/A A
U16 /V/
3.
Owner Information
R S
3a.
Name(s) on Recorded Deed:
Henry Allen Sullivan
3b.
Deed Book and Page No.
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
5408 Rolling Field Drive
3e.
City, state, zip:
Garner, NC 27529-7432
3f.
Telephone no.:
919-210-1369
3g.
Fax no.:
3h.
Email address:
[e-mail]
Page 1 of 11
PCN Form —Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b.
Name:
4c.
Business name
(if applicable):
4d.
Street address:
4e.
City, state, zip:
4f.
Telephone no.:
4g.
Fax no.:
4h.
Email address:
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Kim Williams
5b.
Business name
(if applicable):
Land Management Group, Inc.
5c.
Street address:
3805 Wrightsville Avenue, Suite 15
5d.
City, state, zip:
Wilmington, NC 28403
5e. Telephone no.:
[phone]
5f.
Fax no.:
[phone]
5g.
Email address:
[e-mail]
Page 2 of 11

B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID):
4235-28-0355-0000
1 b. Site coordinates (in decimal degrees):
Latitude: 34.450536 Longitude: -77.567027
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size:
17.81 ac
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Becky's Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
SA; HQW
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:
The site is currently undeveloped and forested.
3b. List the total estimated acreage of all existing wetlands on the property:
1.969 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
N/A
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to construct a phased, mixed-use development with five commercial outparcels
with road frontage and 12 single-family lots behind it. Permanent wetland impacts are needed to gain access to the site at
a location where there is an existing traffic light. The ditch impact is needed to allow the development of one of the
outparcels and several of the single family lots.
3e. Describe the overall project in detail, including the type of equipment to be used:
This project includes the construction of five commercial outparcels with road frontage, 12 single-family lots behind it, and
roads that provide access. Site will be cleared and graded. Stormwater facilities will be installed and roads/utilities will be
constructed. Then building construction will occur. Track hoe, loader, dump truck, bob cat, and other standard
construction equipment will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
® Yes ❑ No ❑ Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
❑ Preliminary ® Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company:
Name (if known): Paul Farley
Land Management Group, Inc.
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Emily Greer of the USACE verbally approved the delineation.
5. Project History
5a. Have permits or certifications been requested or obtained for
❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
6. Future Project Plans
6a. Is this a phased project? ❑ Yes ® No
6b. If yes, explain.
Page 4 of 11

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.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 ®P ❑ T
Road crossing
Non -Riparian
® Yes
❑ No
® Corps
® DWQ
0.319
❑ Yes
❑ Corps
W2 ❑ P ❑ T
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ No
❑ Corps
❑ DWQ
❑ Yes
❑ Corps
W4 ❑ P ❑ T
❑ No
❑ DWQ
❑ Yes
❑ Corps
W5 ❑ P ❑ T
❑ No
❑ DWQ
2g. Total wetland impacts
0.319
2h. Comments:
3. Stream Impacts N/A
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.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
❑ PER
❑ Corps
S1 ❑ P ❑ T
❑ INT
❑ DWQ
S2 ❑ P ❑ T
❑ PER
❑ INT
❑Corps
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ INT
❑ Corps
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ INT
❑Corps
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ INT
❑ Corps
❑ DWQ
3h. Total stream and tributary impacts
3i. Comments:
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ®P ❑ T
N/A
Fill
RPW
0.153
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts
0.153
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
number
of pond
P1
Stormwater
TBD
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes No If yes, permit ID no:
5i. Expected pond surface area (acres):
TBD
5j. Size of pond watershed (acres):
TBD
5k. Method of construction:
Excavation
6. Buffer Impacts (for DWQ) N/A
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.
❑ Neuse ❑Tar -Pamlico E] Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
impact
-required?
F1 Yes
61 ❑P❑T
❑ No
El Yes
B2 ❑P❑T
❑ No
❑Yes
B3 ❑P❑T
❑ No
6h. Total buffer impacts
6i. Comments:
Page 6 of 11

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Impacts were minimized as much as possible through careful site design. The Town of Surf City allows only one access point
into this property. The applicant originally planned to place this access in uplands (see attached site plan from 2010).
However, NC DOT recently placed a traffic light at the intersection of Hwy 210 and Fun Center Drive. The Town of Surf City is
strongly encouraging the applicant to place the access road at this light for safety purposes. The RPW on site runs across the
site. In order to make the much of the site buildable, impacts were necessary.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Silt fencing will be used during construction to reduce sediment from eroding into adjacent wetland areas.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
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
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: Northeast Cape Fear Mitigation Bank
3b. Credits Purchased (attach receipt and letter)
Type: Non -riparian
Quantity: 0.3 ac
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program N/A
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑Cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan N/A
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ N/A
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:
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).
6h. Comments:
Page 8 of 11

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan N/A
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
Comments:
2.
Stormwater Management Plan
26.4% of site;
2a.
What is the overall percent imperviousness of this project?
52% of drainage area
2b.
Does this 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:
Project engineer will prepare a stormwater plan prior to site construction.
❑ Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
® DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review N/A
3a.
In which local government's jurisdiction is this project?
❑ Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ 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?
5.
DWQ 401 Unit Stormwater Review N/A
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
Page 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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?
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
❑ Yes ❑ No
(North 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
El Yes E] No
letter.)
Comments: N/A
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 26 .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 (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.
This project will not provide access or utilities to adjacent properties. No additional wetland impacts will be needed.
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.
Wastewater generated by this project will tie into the local municipality's system.
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
® Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The NC Natural Heritage Program GIS layer was used to determine the presence of federally -listed species. No state or
federally listed species are known to occur on or within the site. The Atlantic sturgeon is known to occur within a one -mile
radius of the site, likely within Becky's Creek, which is located approximately 0.5 mile southwest of the site. No impacts to
this species are expected to occur from this project.
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 NOAA Fisheries Essential Fish Habitat Mapper GIS program was used to determine the presence of Essential Fish
Habitat. The project area is not considered EFH or HAPC for any species.
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
❑ Yes ® No
status (e.g., National 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?
The NC State Historic Preservation Office HPOWEB GIS mapping resource was used to determine the presence of
cultural or historic resources. No cultural or historical resources were noted within or adjacent to the site.
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:
8c. What source(s) did you use to make the floodplain determination? The NC Floodplain Mapping Information System
website was used to determine the boundaries of the 100 -year floodplain.
Kim Williams
12/12/2016
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
isprovided.)
Page 11 of 11

LMGLA.vA MANMiU%NT GROUP •.
F—immm—tat Cewhoro rs
AGENT AUTHORIZATION FORM
TO WHOM IT MAY CONCERN:
I/we, the undersigned, hereby authorize Land Management Group, Inc. (LMG) to act as our
agent in the determination of jurisdictional wetland boundaries on the subject
property, Sullivan Tract By way of this form,
[/we additionally authorize access to the site by representatives of the US Army Corps of
Engineers (COE) and the NC Division of Coastal Management (NC DCM) for the purpose of
reviewing the flagged wetland boundary and providing a final jurisdictional determination.
Any questions regarding the jurisdictional determination should be directed to LMG.
Please provide the following information:
Property Address and Parcel ID Number: NC Hwy 210, Surf City NC 4235-28-0035-0000
Current Property Owner Name: Henry Allen Sullivan
Owner Address and Phone Number: 5408 Rolling Field Drive, Garner, North Carolina 27529-7432
Please answer the following questions (circle Yes or Not
1. Are you the current owner of the property? Yes or No
2. If you are not the current owner, do you have a option to purchase or a contract to
purchase that allows for environmental due -diligence including the determination of
Wetlands? Yes or No
3. If you answered no to the questions above, do you have an existing lease agreement or
option to enter into a lease agreement? Yes or No
Name of individual/Entity:
Signature of Authorized Re
Date: I
www.lmgroup.net • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403

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*Boundaries are approximate and are not meant to be absolute.
Map Source: ArcGIS World Street Map
Sullivan Tract
Pender County, NC
LMG
www.lmgroup.net
May 2016 3805 Wrightsville Avenue
LMG # 01-16-151 Wilmington, NC 28403
Phone: [phone] Fax: [phone]
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Map Source: USGS Holly Ridge Quadrangle 7.5 minute SCALE 1" = 2000'
Sullivan Tract LMG
Pender County, NC Figure 2
www.lmgroup.net USGS Topographic Map
May 2016 3805 Wrightsville Avenue
LMG # 01-16-151 Wilmington, NC 28403
Phone: [phone] Fax: [phone]

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Sullivan Tract
LMG
Pender County, NC
_ V°° ° ° ° °°°
Figure 3
www.lmgroui).net
Sods Maj
May 2016
3805 Wrightsville Avenue
LMG # 01-16-151
Wilmington, NC 28403
Phone: [phone] Fax: [phone]

L:\WETLANDS\2016\01-15-151...\maps\mapset.cdr
Boundaries are approximate and are not meant to be absolute.
Map Source: 2012 NC OneMap Aerial Photography
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Sullivan Tract LMG
Pender County, NC Figure 4
www.lmgroup.net Aerial Photograph
May 2016 3805 Wrightsville Avenue
LMG # 01-16-151 Wilmington, NC 28403
1 1 Phone: [phone] Fax: [phone]

I Map Source: 2012 NC OneMap Aerial Photography
SCALE 1" = 200'
Sullivan Tract LMG
Pender County, NC _ Preliminary
www.lmgroup.net UplandMetland Sketch
May 2016 3805 Wrightsville Avenue
LMG # 01-16-151 Wilmington, NC 28403
Phone: 910.4S2.0001 Fax: 910.4S2.0060

SURVEYED THE PROPERTY AS SHOWN HEREON IN
ACCORDANCE WITH THE STANDARDS OF PRACTICE
FOR LAND SURVEYING IN NORTH CAROLINA. THAT
THE RATIO OF PRECISION AS CALCULATED BY
LATITUDES AND DEPARTURES IS: 1100DO+
THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS LOCATED
IN FLOOD ZONE 'X' WHICH IS NOT A
SPECIAL FLOOD HAZARD AREA AS DETERMINED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY, AND THE NATIONAL FLOOD
INSURANCE PROGRAM. COMMUNitt PANEL NUMBER
370344 3720423500) FEBRUARY IIS 2007
NOW OR FORMERLY
MBD PROPERTIES, INC-
D.B. 2369, P. 277
197 69 EIP
�R/W /CIO
v RZ 1 \ j33g12
R/W / ze EG N
\ V-
\so\ \ 27
N
��N �c7P NOW OR FORMERLY
9V. 25 SMITH
(( L,' D.B. 430, P. 274
i• < ,6E D.B. 3484, P. 315
STORMWATER O N
G� \
EASEMENT
` LA 31490 Sq.Ft. O9
<1 0 723 ACRES
R/W .L. .. (.
\ OR Z �•
R/W i
� „O.•d a 2�� Jo 7
\ \ EIP ZONED R-15
�
sO �i"1 S \\ \ �� �'F' APPRDNYAIE Z°IE UE
9SA <O�\eIR Fc�� ZONED C-3
S Oo •'2 0
1
�0 2
�O.
R/W
R W _
1
1 Z
IOlaji
Z
LIQ
CrI�
Lj
to
D: II ) O
I �
ts• s RSA
9' Mac I rr I
cOYWCIFD R/W Y R/W
/\/ 9a4 aE1 M
JOIE
Au nL ro a C9tEP41ED PER TE
REC081E1OAlNt6 Or A CEOIECHIi.1L ENGINEER.
PFe1ff1E[Q�ETaL
rlor m su4E
UNE % LENGTH I DIRECTION
LI
47.41' S6829'33'W
L2
116.93' S65'48'44'W
L3
110.48' S6621II
L4
55.99' S6145'11'W
L5
152.02' S7728.42'W
L6
186.52' SB9'S0'10'W
L7
422.11 N8627.35'W
NCGS KIINIYENl MONtS ALK
KNITMWS ]58765. St'
EA6TM° 24]286609'
MTU1E wn 6T (eat) .-.
UNE / LENGTH
DIRECTION
L8
23.94'
N75Y9'29'E
L9
27.81'
S89'41'15'E
L10
45.79'
S6791'O4'E
Ltt
23.17'
56301.36-E
L12
42.54'
S5513'32'E
L13
45.38'
S45'4532'E
L14
40.01'
S45'48'49'E
L15
63.55
S1713'O6'E
L15
43.57'
S0106'58'E
L17
36.OS
S1407'07'W
L18
62.71'
S7400'13'W
US
28.21'
50927.34-W
L20
25.66'
S7502'02'E
L21
37.50
51832'45'E
L22
38.51'
N36'3339'W
L23
61.65'
S1932'14'W
L24
46.36'
S3531'S5'W
PROPOSED DITCH FILL: 6648 Sq.Ft. 0.153 ACRES
PROPOc D AND Fl - 1-wn3 �^ Fi 0 31° ACRE
PROPOSED TOTAL FILL: 20541 Sq.Ft. 0.472 ACRES
0
K? P 100ZONED R-15
BOREHOLE e2 PHASE III 10 W, DLL EA;IIDR •�
\ A06S6 UMW.. RETL9E e
NORTHING: 258186.2' POSSIBLE FUTURE 9848 sA Ft PARKKIO EA9DRM '
FASTING: \31832.2' O DEVELOPMENT a� _-•�,pY��-
r �� 11 RPW Impact:
nr7 sort.\ �\ Oii J' EXIS
RAILING 0.153 acre
41
k P (7 BOREHOLE #1CP "� r•
} NORTHING: 258016.2' (D
EAST
NG: 2431900.4'
C -----_____
--___ ____ J.H. BAITS HEIRS
n M.B. 41, P. 005
Hill
1� tD'LOD' SX4MS U Sfl1D1T
L °m.
EASrIIFNi'A• YYVJJ EGRPHASE I
114366 FS REARS I
nEASEYD� � ---_
PHASE
� L2° g t]aY5 scot
5.12 3
4.60'
1 Rtp LS
ANE\ Wetland Impact:
N.C. HIGHWAY 2j0 y \
60' R/W (ASPHALT -PUBLIC) 1 °'6'°06 P" r 0.319 acre
UTLf1Y EA99plf 18, ON PROP® 14 PRDPOSED 1RAR1C
EACH 9DE P01E1t M6
1U181 LAZE SK81K
AIM
0$ 318. P.. 405 PD1YA1prt EA511ERT PRI
DH 4809. P. ]85
SY YA11>aE
R8k 28.9'
24• RCP w u3' (24• ars)
w: uIr w =5 (tS(2c LPP>
w. 228' rPP)
e
CHARLES F. RIGGS & ASSOCIATES, INC. (C-730)
LAND SURVEYING - CONVENTIONAL & GLOBAL POSITIONING SYSTEMS,
LAND PLANNING & COMPUTER MAPPING
502 NEW BRIDGE STREET LANDFALL EXECUTIVE SUITE 212
P.O. BOX 1570 1213 CULBRETH DRIVE
JACKSONVILIF. NC 98540-1570 WILMINGTON. NC 28405
,,I, • r. 1812;
PRELIMINARY COMPOSITE
FOR
SULLIVAN
18.063 ACRE TRACT ON NC HIGHWAY 210
TOPSAIL TOWNSHIP, PENDER COUNTY, NORTH CAROLINA
HENRY ALLEN SULLIVAN 8c RICHARD RAY SULLIVAN, OWNERS, WILL 95E/182
L40 31.50' N22'S9'S6'W
L41 15.31' N2713'46W
' R/W
t•) �4 � R/W
� g=ROA�sPH P B, i
60' R
N -
\ Op �
�1
4 ti
9f�\�
71 0 \
m\ s
\ \ R/W
R/W
f'f?ELIMINAf?Yf L.qt
NOT FOP PP-Cco?GA1 /ON,
CONlt�IAlvc Of?SALES
WETLANDS: 85760 Sq -Ft. 1.969 ACRES
UPLANDS: 701066 So -Ft. 16.094 ACRES
TOTAL AREA: 786826 Sq.Ft. 18.063 ACRES
NM
BENCHMARK: NCGS MONUMENT MONKS AZMK
NORTHING: 258785.31'
EASING 2432958.08'
ELEVATION: 30.26'
HORIZONTAL DATUM: NAD 83 (2011)
VERTICAL DATUM: NAVD 88
COMBINED FACTOR: 0.99997356
HORIZONTAL do VERTICAL DATUM OBTAINED
WITH TOPCON GRS USING N.C. GEODETIC
CONTINUOUS OPERATING REFERENCE STATIONS
ZONED C-3 ZONED R-15
FRONT = 25' FRONT = 15'
REAR = 10' REAR = 10'
SIDE = 10' SIDE 10'
SIDE STREET - 20' SIDE STREET - 15'
OWNERS
HENRY ALLEN SULLIVAN
C RICHARD RAY SULUVAN
2
]7SOURCEF F
WILL 95E/182
TAX ID
4235-28-0035-0000
REFERENCES
D.B. 3528, P. 96
D.B. 3934, P. 232
M.B. 22, P. 56
M.B. 39, P. 107
M.B. 40, P. 124
WILL 95E/182
I FfFND
CC = CONTROL CORNER
ECM - EXISTING CONCRETE MONUMENT (FOUNDXCONTROL CORNER)
EIP = EXISTING IRON PIPE (FOUND)
ER = EXISTING IRON ROD (FOUND)
EMN EXISTING MAGNETIC NAIL (FOUND)(CONTROL CORNER)
EPK EXISTING PARKER-KALON NAIL (FOUND)(CONTROL CORNER)
ERRS = EXISTING RAILROAD SPIKE (FOUND)
MEL = MINIMUM BUILDING LINE
NNP = NON MONUMENTED POINT
R/W = RIGHT OF WAY
RCP= REINFORCED CONCRETE PIPE
SCM = SET CONCRETE MONUMENT (CONTROL CORNER)
SIP SET IRON PIPE
SIR SET IRON ROD
SMN = SET MAGNETIC NAIL (CONTROL CORNER)
SPK = SET PARKER-KALON NAIL (CONTROL CORNER)
I = CENTERUNE
®= WATER METER
= FIRE HYDRANT
= WATER VALVE
® = STORMWATER MANHOLE
® = SANITARY SEWER MANHOLE
® = CLEAN OUT
® = TELEPHONE PEDESTAL
© TELEVISION PEDESTAL
® = FIBER OPTIC CABLE MARKER
=LIGHT POLE
= TRAFFIC SIGNAL POLE h ARM
`'O.. -POWER POLE
-k- = POWER LINE
® = ELECTRIC TRANSFORMER
LID = TRAFFIC SIGNAL BOX
5' = EXISTING SPOT ELEVATION
= PROPOSED ELEVATION
GRAPHIC SCALE
( EN 77)
SCALE: 1" = 200'
ACTUAL FIELD SURVEY DATE: NOVEMBER 30, 2011
MAPPING DATE: DECEMBER 9, 2016
FIELD BOOK: 931 PAGE: 1
PROJECT NUMBER: 16-01-17
UNE / LENGTH DIRECTION
N°. Ht„ Lo n
UNE III LENGTH DIRECTION
L25 35.62' SSB'4132'W
N71'19'S0'W
L25 42.46' S68'42'OB'W
28.33' 1451.58'44'W
1-27 42.33' N6412'0O.;26.95'N4322'01'WL2B
33.69' N64'49'29'W
36.28' N2736'50'E
L29 41.67' N79'57.30'W
[4238.90'
50.29' N30 -43.04-W
L30 41.53' N50'49'37'E
8.59' S1322'47'W
N40'5B'57'E
47.91' Nll'3728'W
N41'49'09'E
34.85' N141Y24'E
VICINITY SKETCH
SCALE
NIO18.01-E
XL363Z
26.71' N512932 -E
NOB -W
L51 30.35' N46'S4'59'E
N14'3B'24'E
L52 31.13' S7439'15'E
N0229'S3'W
L53 36.45' S34'58'55'E
L37 33.92' N1322.36 -W
L54 27.05' S26'44'44'E
1-38 27.01' N2318'S3'W
L39 35.30' N1329.08 -E
L55 35.33' 52206'17'E
L56 37.93' S0053'03'W
L40 31.50' N22'S9'S6'W
L41 15.31' N2713'46W
' R/W
t•) �4 � R/W
� g=ROA�sPH P B, i
60' R
N -
\ Op �
�1
4 ti
9f�\�
71 0 \
m\ s
\ \ R/W
R/W
f'f?ELIMINAf?Yf L.qt
NOT FOP PP-Cco?GA1 /ON,
CONlt�IAlvc Of?SALES
WETLANDS: 85760 Sq -Ft. 1.969 ACRES
UPLANDS: 701066 So -Ft. 16.094 ACRES
TOTAL AREA: 786826 Sq.Ft. 18.063 ACRES
NM
BENCHMARK: NCGS MONUMENT MONKS AZMK
NORTHING: 258785.31'
EASING 2432958.08'
ELEVATION: 30.26'
HORIZONTAL DATUM: NAD 83 (2011)
VERTICAL DATUM: NAVD 88
COMBINED FACTOR: 0.99997356
HORIZONTAL do VERTICAL DATUM OBTAINED
WITH TOPCON GRS USING N.C. GEODETIC
CONTINUOUS OPERATING REFERENCE STATIONS
ZONED C-3 ZONED R-15
FRONT = 25' FRONT = 15'
REAR = 10' REAR = 10'
SIDE = 10' SIDE 10'
SIDE STREET - 20' SIDE STREET - 15'
OWNERS
HENRY ALLEN SULLIVAN
C RICHARD RAY SULUVAN
2
]7SOURCEF F
WILL 95E/182
TAX ID
4235-28-0035-0000
REFERENCES
D.B. 3528, P. 96
D.B. 3934, P. 232
M.B. 22, P. 56
M.B. 39, P. 107
M.B. 40, P. 124
WILL 95E/182
I FfFND
CC = CONTROL CORNER
ECM - EXISTING CONCRETE MONUMENT (FOUNDXCONTROL CORNER)
EIP = EXISTING IRON PIPE (FOUND)
ER = EXISTING IRON ROD (FOUND)
EMN EXISTING MAGNETIC NAIL (FOUND)(CONTROL CORNER)
EPK EXISTING PARKER-KALON NAIL (FOUND)(CONTROL CORNER)
ERRS = EXISTING RAILROAD SPIKE (FOUND)
MEL = MINIMUM BUILDING LINE
NNP = NON MONUMENTED POINT
R/W = RIGHT OF WAY
RCP= REINFORCED CONCRETE PIPE
SCM = SET CONCRETE MONUMENT (CONTROL CORNER)
SIP SET IRON PIPE
SIR SET IRON ROD
SMN = SET MAGNETIC NAIL (CONTROL CORNER)
SPK = SET PARKER-KALON NAIL (CONTROL CORNER)
I = CENTERUNE
®= WATER METER
= FIRE HYDRANT
= WATER VALVE
® = STORMWATER MANHOLE
® = SANITARY SEWER MANHOLE
® = CLEAN OUT
® = TELEPHONE PEDESTAL
© TELEVISION PEDESTAL
® = FIBER OPTIC CABLE MARKER
=LIGHT POLE
= TRAFFIC SIGNAL POLE h ARM
`'O.. -POWER POLE
-k- = POWER LINE
® = ELECTRIC TRANSFORMER
LID = TRAFFIC SIGNAL BOX
5' = EXISTING SPOT ELEVATION
= PROPOSED ELEVATION
GRAPHIC SCALE
( EN 77)
SCALE: 1" = 200'
ACTUAL FIELD SURVEY DATE: NOVEMBER 30, 2011
MAPPING DATE: DECEMBER 9, 2016
FIELD BOOK: 931 PAGE: 1
PROJECT NUMBER: 16-01-17

0
R/W /
26
MARCIL VILLAGE
C M.B. 38, P. 145
\ 27
25
Aho° i%
VACUUM/ 'I 1
WASH BAY
NOW OR FORMERLY
MBD PROPERTIES, INC.
D.B. 2369, P. 277
.,- 2;3gG
\� TYPE B
DETENTION
BUILIM110
24 AMTS \�
✓//
�TYPE -B•
BU LOW ///\
24 UNITS .. // \ �-.
TYPE
BUILDING
� 24 UNITS
HILDREN'S DECORATIVE CLA
PY AREA
FENCE
R/W /\ TYPICAL �pQd
HYPE
.\ BU \l� TYPE
.0 NC
R/W UNITS DRILLING
24 UNITS
AREA
>aL
CLUBHOUSE
O o
DRILLING
AREA
BP 0
� X�" _�Elp
BU NG
TYPE A
24 UNITS
k �
A
J IX
DETENTION
FUTURE PROPOSED
SEE DETAIL �A',,
POND
NOW OR FORMERLY
3838
O �
DECORATIVE
D.B. 1694, P. 231
\
FENCE
50' STORM BUFFER
ZONE: NB
200 PORT SIDE DR.
NOW OR FORMERLY
\\'
y _
MONUMENT
SIGN (TYP)
R/W—
gyp.
1
OU.5 ACRES0
—
D.B. 1694, P. 231 \
(INFERNAL ACCESS ONLY) 10'.70' SIGHT
..
DPROPOSED
495.53'=(TY=)
R/W —
UNKNOWN BY
USE: RESIDENTIAL
SURF CITY
_EPK _
\ RIGGS
I I
...: ...
'
PENDING
Sp®
USE: VACANT
PROPOSED EDP EXISTING ROAD-(
NOW OR FORMERLY
RONALD J. PEROZZI
45
\
\
I
NOW OR FORMERLY
SMITH
D.B. 430,P. 274
D.B. 3484, P. 315
J
=E/ / OUTI ACRE
50'
,3 \
50' STORM \.
BUFFER
OIITCI2 PROPOSED
I A
\ ACRERE EDP
\ 1y1
`
TOP OF BARK
200 PORT SIDE DR.
uwT \
FUTURE PROPOSED
SEE DETAIL �A',,
SNEADS FERRY, NC 28460
NOW OR FORMERLY
SHEET 1 1
D.B. 1694, P. 231
RONALD J. PEROZZI
\
— —
50' STORM BUFFER
ZONE: NB
200 PORT SIDE DR.
NOW OR FORMERLY
EXISTING UTILITY POLE
USE: RESIDENTIAL
SNEADS FERRY, NC 28460
RICHARD RAY SULLIVAN
FORMER BORROW
PENDER COUNTY
D.B. 1694, P. 231 \
104 TYNER DR.
PR STATUS -
DPROPOSED
ZONE: N8
\ NEWPORT NEWS, VA
UNKNOWN BY
USE: RESIDENTIAL
SURF CITY
\ 23608
WILL 95E/182
\ RIGGS
I I
ZONE: PD
USE: VACANT
PENDER COUNTY
\
SHOULDER
DITCH 8' MIN. PAVEMENT OVERLAY PAVEMENT OVERLAY
12' 12'
WIDENING WIDENING
AREA EXISTING PAVEMENT MEA
2 2' CURB
AND CURER
�: SLOpE 1/L• PER R. 1/{' PER R.
\ \,
HEAVY DVIY•..".
PAVEMENT DETAIL,
THIS SHEET
TYPICAL CTION WIDENING FOR LEETZRIGHT TURN LANE
WITH CU R MUTTER R
Nor To sruE
\ \ v- PROPOSED
STRIPING
(TYP)
PROPOSED
FUTURE DRIVE
J.H. BATTS HEIRS
M.B. 41. P. 005
Y
PROPOSED
86 ' MURE DRIVE
\
PENDNG \
SPEED
45 �'
LIMIT \
SEE DETAIL '13',\
SHEET 1.1 \
R/W
R,
\
GRAPHIC SCALE
( IN Pal )
11DUD - 100 K
% — EXISTING EDP
10'.70' SIGHT
TRIANGLE (TYP)
NOW OR FORMERLY
PROMENADE AT SURF CITY, LLC
13480 HIGHWAY 50/210
SURF CITY, NC 28445
D.B. 3682, P. 190
ZONE: C-3
USE: VACANT
SURF CITY
1" OVERLAY,
SM SA OVER
ENTIRE WIDTH OF ROAD
1.5• SURFACE COURSE, SFSI SA
2.5' 119.08
S• .25.08
COMPACTED
SUBGRADE TO
95% DENSITY
NOTE:
ALL FILL TO BE COMPACTED PER THE
RECOMMENDATIONS OF A GEOTECHNICAL ENGINEER.
HEAVY DUTY PAVEMENT DETAIL
NOT i0 SCALE
2010 Site Plan
(Prior to Traffic Light Installation
at Fun Center Dr)
VISA MEETCH
I F(:FND
®fOm
EXISTING RIGHT-OF-WAY
EXISTING ROAD CENTERIRIE
EXISTING EDGE OF PAVEMENT
EXISTING CONTOUR
— —
50' STORM BUFFER
EXISTING WETLANDS
EXISTING UTILITY POLE
.
maxim
PROPOSED EDGE OF PAVEMENT
PROPOSED STRIPING
PROPOSED TRAFFIC ARROW
DPROPOSED
PAVEMENT
% — EXISTING EDP
10'.70' SIGHT
TRIANGLE (TYP)
NOW OR FORMERLY
PROMENADE AT SURF CITY, LLC
13480 HIGHWAY 50/210
SURF CITY, NC 28445
D.B. 3682, P. 190
ZONE: C-3
USE: VACANT
SURF CITY
1" OVERLAY,
SM SA OVER
ENTIRE WIDTH OF ROAD
1.5• SURFACE COURSE, SFSI SA
2.5' 119.08
S• .25.08
COMPACTED
SUBGRADE TO
95% DENSITY
NOTE:
ALL FILL TO BE COMPACTED PER THE
RECOMMENDATIONS OF A GEOTECHNICAL ENGINEER.
HEAVY DUTY PAVEMENT DETAIL
NOT i0 SCALE
2010 Site Plan
(Prior to Traffic Light Installation
at Fun Center Dr)
VISA MEETCH
I F(:FND
EXISTING PROPERTY LINE
EXISTING RIGHT-OF-WAY
EXISTING ROAD CENTERIRIE
EXISTING EDGE OF PAVEMENT
EXISTING CONTOUR
— —
50' STORM BUFFER
EXISTING WETLANDS
EXISTING UTILITY POLE
.
PROPOSED PROPERTY LINE
PROPOSED EDGE OF PAVEMENT
PROPOSED STRIPING
PROPOSED TRAFFIC ARROW
DPROPOSED
PAVEMENT
THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS LOCATED
IN FLOOD ZONE 'X' WHICH IS_bM A SPECIAL FLOOD HAZARD AREA
AS DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY,
AN THE NATIONAL FLOOD INSURANCE PROGRAM. COMMUNITY PANEL
NUMBER 3703443720423500,L FEBRUARY 16. 2007
ZONED: SPD
7rwlur n re
FRON
ArT
REAR T
REAR: 15' LF SIDE 10'SIDE STREET: 20'OWNERS
HENRY ALLEN SUWVAN
RICHARD RAY SULLIVAN
2369..B.2769. P. 2T1M.B. 9, P. 53
M.B. 21,P. 55
M.B2Z. P. 51
;2M.B. T2.P. 121M.27, P. 144 P41, P. 0054J. P. 10
WILL 9SE/182
NOTES*
I. PLAN DOES NOT REFLECT FIELD VERIFICATION OF EXISTING
UTILITIES AND CULVERTS. FIELD VERIFICATION TO BE PERFORMED
ON SITE BY CONTRACTOR.
2. EXISTING ROADWAY SUBJECT TO CHANCE BASED ON FIELD
VERIFICATION.
NCDOT NOTES:
1. MAINTENANCE FOR EASEMENTS OUTSIDE OF NC DEPARTMENT ON
TRANSPORTATION RIGHS-OF-WAY ARE THE RESPONSIBILITY OF
THE PROPERTY OWNER (w HDA)
2. SIGHT DISTANCE EASEMENTS SHOWN HEREON SHALL REMAIN FREE
OF ALL STRUCTURES, TREES, SHRUBBERY AND SIGNS, EXCEPT
UTILITY POLES, FIRE HYDRANTS AND TRAFFIC CONTROL SIGNS.
3. THIS TRACT IS SUBJECT TO 404 WETLANDS AND/OR AREAS OF
ENVIRONMENTAL CONCERN.
4. ALL PROPOSED UTILITIES AND WATERLINE TO BE WITHIN 5' OF
RIGHT-OF-WAY UNLESS VARANCE IS GRANTED. WITH VARIANCE.
WATERLINE SMALL BE AT LEAST 4' OFF OF EDGE OF PAVEMENT.
S. ALL ROADS SMALL BE PUBLIC AND BUILT TO NCDOT STANDARDS.
6. THERE SHALL BE NO ENCUMBRANCES WITHIN THE MCDOT
RICHT-OF-WAY.
7. ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN THE
RIGHT-OF-WAY.
B. WATERLINE CAN BE DUCTILE IRON: THTC KIM CLASS 50 OR
POLIVINYL CHLORIDE AWWA C-900 PVC PIPE: WORKING
PRESSURE CLASS 200 PSI.
PRELIMINARY
NOT FOR CONSTRUCTION
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1.0

TOWN OF SURF CITY 214 N. NEW RIVER DRIVE
POST OFFICE BOX 2475
SURF CITY, NORTH CAROLINA 28445
A. D. (%ANDER) GUY, JR., MAYOR
DOUGLAS C. MEDLIN, MAYOR PRO -TEM
NEI,VA R. ALBURY, COUNCILWOMAN
To: Charles Riggs
[phone] FAX [phone]
N1ICI-IAE1, FI. CURLFY, COUNCIN
DONALD R. HELMS, COUN'CH,MAN
WILLIAM J. (BUDDY) FOWLER, COUNCILMAN
Date: 11/29/2016
Re: Driveway access on Highway 210/ Wetland Fill
Sullivan Property LLC — Parcel #4235-28-0035-0000
From a planning perspective the filling of the wetlands on the Sullivan property makes sense for the
following reasons:
• The Town of Surf City Zoning Ordinance only will permit a shared access point to get to these
lots as they are in the C3 Commercial Zone.
• Alignment with the existing driveway, creating a full access intersection, allows for a better flow
of traffic onto the State maintained roads, access to future and existing businesses and a
much safer and controlled access point.
It is not the Town's policy to encourage the filling of wetlands but in this specific sit n the benefit to
the community as a whole in regard to safety necessitates our support. We also Wpoort any efforts the
developer may make to minimize ,.
/j
Please let me know if you have any additional questions
Todd Rademacher
Planning Director
Town of Surf City
1